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37-08 Westminster Canterbury - Parking Lot Addition - Gainesboro - Backfile
GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP to x x 1. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and Frederick County prior to construction in existing State right-of-way. 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection ,will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a representative of the developer must be available at all times. 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, unction boxes, controllers, etc., owned b VDOT or private public utility companies. It is the g p 7 Y P / P y P 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 EXISTING INTERMEDIATE CONTOUR EXISTING INDEX CONTOUR PROPOSED CONTOUR EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINE EXISTING STORM SEWER PROPOSED STORM SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING ELECTRIC SERVICE PROPOSED ELECTRIC SERVICE - - - -- -� _ _ 33 '-- -- ®- 330 `l0 EX E/P PROP E/P EX G16 - -- -- -- PROP C&G T T T EX. 15" RGPLO PROP. 15 RGP s S s E E E SCALE 1 "= 2000' � '�'£ ,j, '�"'�" g?7 8Wd781DE PLAZA WESTMMSTER caarrEREtiuR7 p ivE �\ o "' k ~ '� SITE �„} �„ a e R W W / ■� V Z o > C\2 a) Z a q ., � � Z x > $" W r, 0 ap I 1 O � CO U m co r- 0 o 0 L LO °° a h w PROJECT INFORMATION SITE LOCATION : 300 WESTMINSTER CANTERBURY DR. WINCHESTER, VIRGINIA 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. 9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed for actual determination of required pavement thickness prior to placement. All final pavement and base course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and SecondaryRoads in Virginia", and shall be based on a sufficient number of CBR tests to g � determine the true support values of the soils in the subgrade. Final pavement design shall be submitted during construction and prior to placement. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. 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 when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved EXISTING GAS LINE PROPOSED GAS LINE PROPERTY LINE FLOW LINE FENCELINE EXISTING POWER POLE EXISTING TELEPHONE POLE EXISTING WATERLINE W/ TEE PROPOSED WATERLINE W/ TEE EXISTING FIRE HYDRANT EXISTING WATER VALVE PROPOSED WATER METER EXISTING REDUCER G G G --�>`-# # # � � � �--�-- b -�----v-i!��---- iTo -v v v- D& v -v -Wv----m- FREDERICK COUNTY PARCEL IDENTIFICATION NO. 53- A -63A (( )) LOT AREA 48.2747 AC. DISTURBED AREA`, PHASE 1 = 3800 SF PHASE 2 = 9200 SF CURRENT ZONING RP (RESIDENTIAL PERFORMANCE) CURRENT USE RESIDENTIAL & ASSISTED LIVING FACILITY PROPOSED USE RESIDENTIAL & ASSISTED LIVING FACILITY SIGNS: NONE PROPOSED. ANY FUTURE SIGNAGE MUST CONFORM WITH THE STANDARDS OF SECTION 165-30 OF THE FREDERICK COUNTY ZONING ORDINANCE. OUTDOOR LIGHTING: ROAD AND PARKING LOT LIGHTING IS TO BE PROVIDED USING THE SAME LIGHT STANDARDS AND PATTERNS ESTABLISHED IN THE EXISTING PARKING LOT. ALL LIGHTS SHALL BE SHIELDED TO PREVENT ILLUMINATION OF ADJACENT PROPERTIES. OPEN SPACE PROPOSED OPEN SPACE=37.25 AC.=77.2% PARKING CALCULATIONS TOTAL REQUIRED SPACES CITY & COUNTY = 245 � _ rr 5 �, d d w aai o (D >, y tin t, w U) Z O U1 W (Y � Er, w � 0 U 0 z I p., w a E- W w 0 U CO 0 0 E) a Z z � 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. 15. All sanitarysewers and water mains and appurtenances shall be constructed in accordance with the PP current standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction project within or contiguous to the existing right-of-way. 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 obtained 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 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless. specified otherwise. PROPOSED REDUCER C>v TRAFFIC SIGN HANDICAP RAMP (CG-12) _� DENOTES LOCATION OF STD VDOT CG- 2 p�D/OR JURISDICTIONAL ST DARD DAMP CONSTRUCTION PARKING INDICATOR 12 INDICATES THE NUMBER OF TYPICAL PARKING SPACES HANDICAP PARKING VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE TOTAL EXISTING SPACES CITY & COUNTY = 379Pq PROPOSED SPACES PER THIS PLAN = 61 TOTAL SPACES = 440 HANDICAP PARKING 401 -500 = 9 SPACES REQUIRED TOTAL EXISTING SPACES CITY & COUNTY = 13 - EXCEEDS 1106.1 13 SPACES OF WHICH 6 SPACES IS VAN ACCESSIBLE - EXCEEDS 1106.4 NONE PROPOSED PER THIS PLAN LANDSCAPE CALCULATIONS REQUIRED: PERIMETER - 1 TREE PER 2000 SF OF IMPERVIOUS AREA INTERIOR - 1 TREE PER 10 SPACES a P,, W Ei q co 0 co - Go LO 0 � 00 f� U � MARK D. SMITH 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 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 EXISTING STREET LIGHT SANITARY MANHOLE IDENTIFIER 12 PROPOSED PARKING AREA #1 IMPERVIOUS AREA: 3,726 SF/2000 = 1.9 TREES INTERIOR: 23 SPACES/10 = 2.3 TREES TREES PROVIDED = 5 It No 022837 W , OA� (� SS"0 AL � > - 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance with state law. In the event gravesites are discovered during construction, the owner and engineer must be notified immediately. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. 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. STORM DRAIN STRUCTURE IDENTIFIER O EASEMENT LINE CENTERLINE PROPOSED PARKING AREA #2 IMPERVIOUS AREA: 9,180 SF/2000 = 4.59 TREES INTERIOR: 38 SPACES/10 = 3.8 TREES TREES PROVIDED = 9 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" .per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. g Y V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be 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. EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING TREE LINE EXISTING TREE PROPOSED TREE X 12.0 + 152- �r �,� 15 OAK 15 PINE � ��� 15' OAK i;5N PINE ENVIRONMENTAL FEATURES EXISTING PROPOSED PERCENT FEATURE ACREAGE DISTURBED ACREAGE DISTURBED FLOODPLAINS 0 0 0 LAKES & PONDS 0 0 0 WETLANDS OVER 1 AC. 0 0 0 NATURAL S.W. 0 0 0 DETENTION AREAS WOODLANDS 31.7 AC. 0.46 AC. 1.45 % "1 UJ W < W IL cosubmitted � 0 Z E- Z O U �+ W � Q w (4 f:t4 FCSA CONSTRUCTION NOTES 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. P P / P 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. OWNERS' CERTIFICATE STEEP SLOPES 5.7 AC. 0 0 OVER 50% PREVIOUS APPROVED PLAN S P 6 3 - 0 4 THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION E-- Y W < W a v J Z W 0 > U � FM U13 LU W C 0 a 0 a W CO W U _ �' Q �--� "1. U - E- U � E-1 Q � o Imo' O M U) w '-' 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. q 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: 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 to be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. b) An Application for Service must be made and fees paid before work will begin. I HEREBY CERTIFY THAT THE PROPOSED DEVELOPMENT OF THE PROPERTY CONTAINED IN THIS SITE PLAN IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE UNDERSIGNED OWNERS, PROPRIETORS OR TRUSTEES. DATE CO VER SHEET Project Name: T T LJ WESTMINSTER Owner: Address, Including Zip Code & Telephone No. 300 WESTMINSTER CANTERBURY DR. WESTMINSTER CANTERBURY OF WINCHESTER, INC. WINCHESTER, VA 22601 (540) 665-0156 UTILITY CONTACTS Developer: P Address, Including Zip Code & Telephone No. SAME AS ABOVE Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. P.O. Box 1877 P.O. Box 2400 Winchester, VA. 22604 Winchester, 11 22604 (540) 868-1061 MISS UTILITY (540) 869-1111 1-800-552-7001 Electric: Allegheny Power Phone: VERIZON P.O. Box 1458 P.O. Box 17398 Hagerstown, MD 21741 Baltimore, MD 21297 1-800-654-3317 (301) 954-6282 SHEET INDEX 1.) COVER SHEET 2.) OVERALL KEY MAP 3.) SITE PLAN PHASE 1 PARKING ADDITION 4.) SITE PLAN PHASE 2 PARKING ADDITION Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE GREENWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4185 APPROVAL c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the 5.) E&S CONTROL AND LANDSCAPE PLAN 6.) DETAIL SHEET FIRE MARSHAL'S NOTE DATE: 5-02-OS 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. ll. 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. SITE PLAN APPROVAL NAME C"�--=--�DATE��� SITE PI_,` , 0oo< a� A�, �,J�,%Jr' �� FREDERICK COUNTY ZONING ADMINISTRATOR DATE • SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT. APPROVAL • SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL SCALE: N/A Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. DESIGNED BY: AS HANDICAPPED PARKING NOTE FILE NO. 2039 Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. SHEET 1 OF 6 8-l® I ----`OLD `.- FOai �pypIV1910N % \ 0122 r I � A'T� -Gi8111-3-E-16. /III-3-C-11 % �• 7D 7 m ANTHANA910S O \ MARK G. 0 in @ r '0 0 r / ANTHON O \ STF-PHENSON 11 131-6-E 9 70 �1 , _ tq D 9 �(+ 0 ca 70 N • 70 / ONED% LR ZONED: LR PAUL A LAMBERT r D to -A -p w_ t�i Z 0 Y, ! ZONED: LR I A " r USE= RES. 'p� � USE: -03- \ ! MST.R- RES.03-3061 � i i I li � � � � \ � L26 o INST3.0R-03-2,-�_^L31 L3M9T. LR-03-191 L34 \ 132-01-4 ZONED: LR USE: UNDEVELOPED GERALD F. SMITH MST. 9LR-02-4131 n 6t / WESTMINSTER CANTER! lO't OF rlltulTllrilr I �fj��a� � � �__ / WINCHESTER INC. \, / ASSISTED LIVING FACILIT AREA OF REVISILN \ ARKING AR 4 1*2 r w_., rN / r TTTv 132-01-4 ZONED= LR USE: UNDEVELOPE X GERALD F. SMITH t� MST.ILR-02-4131 \ /� CD�!% 53-A-63A ��,� \K►, WESTM NSTER WINCFESTER RBURY I L11 V ZONED: RP LL USE: FES. 4 ASSISTED LIVING \ DB. 905 FG. 1010 \ II , \\ EX \ ; iN / 53-A-53 \ \ A / / SOVERIGN HOMES 53-A-63 \ "'& ZONED: 52 GERALD F. SMITH USE: COMM. ZONED: RP \ / / MST. W2-16612 USE: RES. DB.151 PG. 969 \ \ 53-A-61 \ ANN B. HIETT \ \ 1 ZONED: RP DB. 336 MFG. 39 53-A-64 WINIFRED W. HACK ET AL ZONED: RP USE: RES. 013.180 FG.103 DB. 253 FG. 533 CURVE DATA NUMBER DELTA RADIUS ARC TAN CHORD BEARING CHORD Cl 41'24'33" 40.00' 28.91' 15.12' N 45'12'10" E 28.28' C2 221"24'1-1" 40.00' 154.51' 105.63' N 44`41'42" W 14.63' C3 11 *11,01" 50.00, 61.44' 39.g8' N 52 °42'21" E 62.45' :EA "I / Q % -j-._ -_j nCORI 53D-2448 4- /v I ""T / 4 NOW •°"" ---4.37 aenmerma .paw � _"�.� •"" CANTERBURY DRIVE - 1� -4- Na. lu ly 44 MOP t a a L- INE DATA NUMBE DIRECTION DISTANCE LI S 15'56'31" E 210.00' L2 N lro-33'18" E 312.91' L3 S 60'26'19" E 212.20' L4 N 29'33'41" E 150.00, L5 S 60`26'19" E 400.00' L6 N 2 B*33'41" E 15.00' L1 S 59°36'20" E 225.00' L8 S 29'04'59" W 104.26' L9 S 11`I4'41" E 514.43' L10 N 46°24'26" E 151.50' LII S 413`01'34" E 222.50' L12 S 44"36'25" W 1231.56' L 13 N 46 °02'04" W 32.39' L14 S 40`40'18" W 194.42' L15 S 35`32'20" W 140.81' L16 1 S 33'05'41" W 223.11' LI1 S 04'31'25" W 132.89' L18 N 52'22'09" W 356.31' L19 N 44"51'01" W 161.61' L20 S 81 "23'50" W 13g.25' L21 N 14'44'44" W 38.34' L22 N 19.52'52" W 25.00' L23 N 19`5210" W 128.513' L24 N 21"13'12" W 129.32' L25 N 18.43'51" W 92.55' L26 N 20'2I'31" W 120.00' L21 N 15'36'22" W 50.04' L20 N 09`42'20" W 9.98' L29 N 09"36'08" W 58.10, L30 N 11.30'30" W 133.59' L31 N 14°12'21" W 10531' L32 N 24°29'53" E 21.96' L33 N 14.12'21" W 94.56' L34 N 04`40'51" W 185.1a9' L35 N 04'18'11" W 241.61' L36 S 18'41'30" E 308.34' L31 N 01"20'55" E 485.18' � S 3 ti� X�4� e� N\ \ \ \mob. � `• •--. ` ,r' � f 4��Q�\. � P�Q� 0 ` o� 4Y` 100 0 100 su GRAPHIC SCALE 4U11 �•y (IN FEET) x W W Z z W O 0 co cQ 00 -t a N .D 1 CO U ' ti 'ate m c ao I c)) � Z~' x 2 � W>N (u cu W Ucu 00� 0tv R� V~ o� cn Ell hl lk*N a)o wor o co 7 0 H W E� h Q OF D MARK D. SMITH No, 22837 `SjONAL R E 0 c U v W I IL co W z Z he Q4 w Q� w V a W OH� O ~ 4 � E Z in c w U) O a F-1 � � a x w� :rb W DATE: 5-02-08 SCALE: 1" = 100' DESIGNED BY: AS FILE NO. 2039 SHEET 2 OF 6 -/o F WINGNESTER ,- \� // I ' ° ' °' \ / --' ,-'' ~--------------- -- ''\ } / EX GRASS RAIL `'`• "i o r - --,. �-.. �- ' ' _ --•- LU W ✓ -^ I / , / / �- - - - - L .- --- -.- _ - ...--- _...... _- .^ -�-- -�... CH To ``-- / W o EX. TREE -LINE ATGH `' -' 9 83 -:_P3Q9-- — p �- �O --' - - - - - - - _.. _ - ---., _� �- /11 ` .-'" r ^_ -- — — - _ — — — r __ _ —_ `' � a tn ago a __ I e--f -- _— ____. ---- R: .1 to moo ��2�` I E �-/ � f -.. ! G __---_.-_ , -- ,��'�-�- tip°` ti .'�`• .. ° �2�� / _ — _ _ --- A 2 Ek � I � _---- ,- — Ex / �3— �jll,, E� + . REMC�vE E I -.e. --� (,W .�----- W �� CURB A � 2to � � " 63 - 2 " m /.. 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STt-1 C;R,4TE TOf =83.25�� (/!}, I N f = 82 �. i a -18"OUT '°�, �- _ \ } I I / _" Ll SE RU I G E LINE �,% ' << HALL o, - ! / � \� t " _ I I } I � � / / MARK D, SMITH b No,, 022837 a ONAL Ilk Lo �, \� r I / -- TOF,' - gyp. 41 �� / f �Q O LU XCL Cc r , IN t i-A \ � -- _\ w Vax CO LU IL PAVIN6 SGHEDULE PHASE 1 - fi ARKING AfRE,4 *1 w 20 10 0 20 40 z SCALE: 1 " = 20' 2° SM-q.SA DATE: 5-02-08 8" 21-8 BASE STONE SCALE: 1" = 20' DESIGNED BY: AS FILE NO. 2039 SHEET 3 OF 6 8 '• 1 0 11\ \" '��%\ "I -- �- - - Lo— I -_j / / PYC — g14 Lu UJI A CQ '--> / �-y '-�' 0 5C 15 \kJ0o - OF,G� \ \ 146m %12 P -O? Cry i\ NJ% PROP.5IGNS 9 AUTHORIZED Tc C-91 / PROP. MATCH TO g12 _ LP I / EX. GRADE v / a / IWestminster Canterbury ROUTE PROJECT Parking Expansion e--11rr==. \/Al I1= mTIP, n('til r*)FFQFAAIe'3J (in) Son Qa '0 CEO', 'co \\ °' � ul 00 N - / / / \ , i IM a, U \� cs EX. GRATE INLET / \ �\ / (Jt - � a) a, Tk z • / UT / z O o C7 DAII~- . 5 AC. PROP. CURB 1ATcH TO EXISTING Y/ I /-----__ -- PAVEMENT # CURb IF 4'3 Ay kv L P / E' O -- /�----1'T ya / I2%< I — — , I MARK D, SMITH \ \ 82 5 82 5 , d r Fk P \ \ STRIPED gti ,:� �! E� \\ / 1 % -I --- -022837 9---- - ; } to (i w Fi q CROSSWALKS 31 OP. 5 GONG. I \ / / I _ X I1bRoSID WALK EXTENSION SIGNAL C �. MATCH TO ~% / \ ( \ t \ / / �! E�� G, EX. PAVEMENT 820 C4T ° 4e l/ l 1 TC 1820 \ -- -- Cb `\fit 1��� `` -• N + � Q \ `'• .' �. - --_-7- ----" .�-�P - J/ �-___ \ ' l u p i4 RS po ��� 1 ��� °. 19mrc ;, 1to- - �\� fir- '; {'' �'' _ ' �J 17 :. �- �>>� 5P 19 TC -LF� / i _� \ t � _ 81 �i O - 1 i DA2=0.49 ACC` /NOS .4_5, \ / /' `mot ,--,\� \ a\ 8101 1 510ul W ;� R=S' 16 /I I�� 1 / \`-`----_� \� \\ I \�� \\ \ \ ``_'(J7 \ \\\ ' j IL W C�d W � PROP. GRAVEL. 3s / WALKING TRAM (jRO LP — �` — /\ \ \ \ \ 800 I- _ ZO U Z j 800 — ,,,�i \ \ --- - ' RELOCATED GRAVEL - t \ \ \ \ \ \ \ \ Uzz O I WALKING TRAIL ` — \ \\ \ \\ _ eM zzz� ;Qz ------0+00 - 0+50 -- -1+00 I I I t ( \\ _-----------_ - 50' � \ � \ \\ {� \ H: 1" —,' \\ \\ \ \ \ V: 1"= 5' 20 IO 0 20 40 50 25 0 50 100 PHASE 2 - FAiRKING AREA #2 5GALE: 1 = 20' 5GALE: 1" = 50' DESIGNER: R5 CHECKED: DATE 5/29/2008 I1►JITA ENGLISH INLET STATION RAINA5 AREA E C CA SCA I (IN/HR* Q INCIe Qc RRYO TIER OW TER SLOPE CROSS SLOE T PREA W (sU TTE W/T GUTTE SLOPE Sw/Sx Eo (App.a S'w se Fi1T ENGT L' GIFIE L/LT EINT ( �p RGE (CF YO ae Inlets Onl REMARKS UMBE TYPE LENGTH IFTs h (FT! d/h T PREA (FT! M) (AC! mm/HR) (CFS1 (CFS= (cFs: (FT/FTt lFT/FTs (FT! M) (U IDTH) lFT/FTs ec-8) 0) LT (FTi LENGT �-18) CMS) (CFSi M) M) • SAG HA) CMS) CMS) CMS) M/M) M/M) (FTt M) M/M) M) (FT: M) or d/h CMS) (FT! M) I DI-3 6 - 0550 0.60 .330 3300 4 1320 0 CZ010.0200 6B9 2.000 0.2SOC)00833 4.165 0.100 0.6 .060 .0600 4 0240 0 1.560 .00 .020 2.000 V.0833 6 1.560 0.111 A58 0313 8.55 i CRATE INLET C01„IPUTATIONS - 100yr. STOR-1 Runoff Inlet Q Q Grate Grate Inlet Inlet 100yr Drainage Coefficient Time Intensity Q=CIA Captured Carryover Inlet Area Perimeter Depth Elev. W.S.E. Inlet ID Area (ac.) (C) (min.) (InAv.) (Cfs) (Cfs) (Cfs) Type (sq. ft.) (ft.) (ft.) (ft.) (ft.) Ex Str. 0.49 1 0.60 5.00 93(0 1 2.15 2.15 0.00 DI -I 1 233 9.00 1 022 1 814.90 1 815.12 NOTE: CAPACITY OF EXISTING STORM SEWER SYSTEM WAS EVALUATED, TAKING PROPOSED PAVEMENT INTO CONSIDERATION, AS PART OF PREVIOUS SITE PLAN. PAVING SGHEDULE 2" SM-cf.5A 8" 21-8 BASE STONE E- w a w Z E Z W� 0 Q oo� ZLu E-- O a � X W CD W z DATE: 5-02-08 SCALE: 1" = 20' DESIGNED BY: AS FILE NO. 2039 SHEET 4 OF 6 8 -!o VqE-STMINSTER CANTEfZEMr Erosion and Sediment Control Narrative Project Description The purpose of this project is for the construction of new parking areas. The site is located at 300 Westminster Canterbury Drive, Winchester. The site will consist of 2 phases. Phase I parking addition approx. 3,800 sq.. ft. will be disturbed and Phase 2 approx. a,200 sq. ft. will be disturbed during construction. Existing Site Conditions The site is currently grass covered and moderately sloping to the East. The two areas will drain into existing on site storm water management ponds. Adjoining Properties The adjoining property land uses are residential. Soils The soils in this area are classified as Frederick-Poplimento-Rock Outcrop complex. Permeability of this soil is moderate to moderately slow, and the available water capacity is moderate. The erosion hazard is severe. Erosion Control Measures Hold pre -construction meeting on site. Install silt Fencing. Install construction entrance with wash rack. Clear and grade site. Install culverts, culvert inlet and outlet protection and check dams. Upon completion of grading, stabilize the site. Temporary Stabilization Temporary stabilization shall be applied to any denuded areas of the site that are not continuously worked within 14 days. Permanent Stabilization Permanent erosion control measures include the establishment of grass on all surfaces not paved or built upon. Permanent stabilization shall be accomplished in accordance with the seeding schedule below and Section 5.32 of the Virginia Erosion and Sediment Gontrol Handbook. Seeding Schedule 1. Topsoil shall be spread at a minimum depth of 4". 2. Pulverized agricultural limestone shall be incorporated into the topsoil at a rate of ci2 Ibs per 1,000 sf (2 tons per acre). 3. Fertilize with 10-10-10 at a rate of 23 Ibs per 1,000 sF (1,000 Ibs per acre). 4. Seed mix consisting of 61% Kentucky 31 Tall Fescue and 33% Red Glover. 5. Straw mulch shall be applied to all seeded areas at a rate of 3.500 Ibs per acre and anchored with cutback or emulsified asphalt at a rate of 200 gallons per acre. Maintenance Program I. The contractor shall inspect all erosion and sediment control measures after each rainfall and at least daily during prolonged rainfall. Damaged or deficient areas shall be repaired or replaced immediately. 2. The contractor shall make a daily review of all areas of construction activity to insure erosion control effectiveness. Additional measures shall be Installed immediately where deficiencies are found. 3. Sediment shall be removed when the sediment volume reaches one half the height of the trapping device. 4. All required permits and fees to begin land disturbance shall be the responsibility of the contractor. Erosion and Sediment Control Notes 1. All vegetative, structural erosion, and sediment control practices shall be constructed and maintained in accordance with the minimum standards and specifications set forth in the latest edition of the Virginia Erosion and Sediment Control Handbook and Virginia VR 625-02-00 Erosion and Sediment Control Regulations. 2. The contractor shall install the silt fence and construction entrance as shown in the plan prior to or as a first step in clearing. 3 Within seven days of reaching final grade, the contractor shall install permanent stabilization to disturbed areas that are not to be paved or built upon. 4. The contractor will contact the plan approving authority one week prior to the commencement of land disturbing activity and one week prior to final inspection. 5. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 6. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 7. The contractor is responsible For maintaining drainage of all disturbed areas to sediment control devices at all times. 8. The contractor shall inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs of cleanup to maintain the effectiveness of the erosion control devices shall be made Immedlotel L - C/-.0 CAiE " % ! -gk� r, - . /y� _ _ EX TREE-LiN lb +=' _ REt� VE E 2�' -- 2 " ®Qrz AI lot, I w - EX_ i i O 4 I ON v � C .1 EEC. srM w _ ti� C R£3 4 REO> i RED 5-44 �v jam, ,., _ Q • w _..,...-.- '---°_--.,. _. _ M . I STALL RATE 1 k' �-{ "0- '\ % ST AR 'HC, / �'V F �� ME Ep ` \ ,y 83 3 �'i i` ,� s`�" ray OPENING "•�. ! � �� �-- � _____ ONE^ - , _ _ r- - MAT(--H TO EX. 5TM GRATE �. � \ ,� -'��� �`---�,_ `' PACE _. 'L y / I _ �- _-----`�, {_ .� �. % E --_- , ram, \ MENT ��,. \ - __� W T Off' _ 030.9i 1 -___ i \\ ,� , , UQ',�,� \ \+ 4 ,. �� \ �3. iN = I,24.54 -18'OUT111-4 11 TOE'-E,30.25 i \ o� ' ( , \-0 INV= 024.30-1811IN \ � iNV - 824.15 -18"OUT ,�-_... .+ ---+ pA J-13 11 SERvIC,E L INE \ / EROSION/SEDIMENT CONTROL LEGEND NO. KEY SYMBOL DESCRIPTION 3.02 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 305 O X X X SILT FENCE 3.01 IP STORM DRAIN INLET PROTECTION 3.08 CIP CULVERT INLET PROTECTION 3.18 OP OUTLET PROTECTION 320 CD —' --' -- ROCK CHECK DAMS O— LIMITS OF CLEARING 4 GRADING DRAINAGE DIVIDES y TREE LEGEND 5YMB0L QUANTITY NAME HEIGHT AT TIME OF PLANTING REMARKS PARKING AREA wl 5 SUGAR MAPLE 2" CALIPER g BBB 6" ABOVE GRADE PARKING AREA 02 9 SUGAR MAPLE CALIPER 6 545 "2" �o ABOVE GRADE I. ALL PLANTINGS SHALL CONFORM WITH SECTION 165-36B OF THE FREDERIGK COUNTY ZONING ORDINANCE PLANT SELECTION, PLANTING PROGEDURE AND MAINTENANCE. 2. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERIGK GOUNTY PLANNING DEPARTMENT. 5. AGTUAL LOCATION OF PLANTINGS MAY VARY FROM THIS PLAN. Prune codominant leaders DO NOT prune ternlmol q)�� leader or La-anch tips Rune rubbing or rross branches 1 Prune narrow crotch angles and Watef 9pOVt9 TRUNK NOT STAKE OR V';2AR a / R'�'ne broken branches TRUNK UNLESS NECESSARY. REMOVE ALL TAGS AND LABELS. Rune suckers NO LE55 THAN 2" GALIPER AT b" ABOVE GRADE. 2"-3" mulch kept away from trunk 6' Soil well to L� contain water Gut away all balling ropes and Remove top of Wire basket Widen and score hole wall UNAMENDED backfill soil Partially backflll, Water to Remove container and cut circling — -I — settle soil, finish backfilling roots IF container -grown, or as much burlap as possible If Field grown Area for water drainage Leave solid loll pedestal- do not dig deeper than ball depth Dig hole 2-3 times root ball width TREE PLANTING DETAIL NO SCALE RE5PON515LE LAND pISiUREIER NAME: CERTIFICATION pAiE: THE RESPONSIBLE LAND p15iURBER 15 THE PARTY RESPONSIBLE FOR CARRYING OUT THE LANE) p15TURBINCz ACTIVITY A5 SET FORTH IN THE PLANS. NOTE I. A LAND 015TURBANGE PERMIT WILL NEED TO BE APPLIED FOR AND ISSUED BY THE FREDERIGK COUNTY PUBLIC, WORKS DEPARTMENT PRIOR TO INITIATING ANY SITE WORK. 2. A PRE-GONSTRUGTION MEETING WILL BE REQUIRED PRIOR TO INITIATING ANY SITE WORK. PN,ASE 1 - F ARKING AREA #1 SCALE: P=20' 20 10 0 20 40 SCALE: 1" = 20' .� "'XI CO- 1k; Z 1 W W Z Z W `Q o � CD � 00 td.1~ Q CC\2 an C\2 1-4 a� LU Q) 0 4 A4 to an a In rn � rr o Q P w W E-1 C0 A � r- MARK D\,-6ITH No,022837 W 14 SIGNAL !co w G,, i a 0 N5 kA 1 U co EX. EP iPp 5 51C� 1d �! r,, % j ` Q VQJ U cud t� �K rn' r i / r, I --I ! Gg®55�'�' 1���� m '" �+ / / - Z W p. w _ - pl�1 AA PROP. PAVEMENT c / OVERLAY AS -REQUIRED �� , pC�p Z EX. PA KING > w -` �� , .. y ,� sue' �,t`�, . ).,�._ � e° � TYP a r f �� .N ' ° G'� \ _ G. U �g RO O ®rl-n G- �' 40 �' k is EX. EP RELOCATED LP�b,, yP NOSE GUR13 DOWN P fFlA y X �/`, Z 0 ' Z 0 �+ LLJ r.r X ��L jd rF r. DATE: 5- 02- 08 'r~ry, SCALE: 1" = 20' PN>'A5E 2 - PARKING AREA #2 20 10 0 20 40 DESIGNED BY: AS SCALE: P=20' FILE NO. 2039 SCALE: 1 " = 20' SHEET 5 OF 6 g- /0 11 1 X MINIMUM CONSTRUCTION (5 X STONE CONSTRUCTION ENTRANCE TABLE 3.31-B STANDARDS NARRATIVE ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS STANDARD IC-2 FRAME MID COVER 0/4 PRECAST AN ER05ION AND SEDIMENT CONTROL PROGRAM ADOPTED WITH THIS PLAN MUST BE CON515TENT WITH THE V5ECH FOR 70' MIN. EXISTING AJ "QUICK FACE OF BLOCK 7.. 3 BARS 4VAC-50-30-40 MINIMUM STANDARDS: sa REFERENCE FOR ALL REGIONS" el PRECAST THROAT 1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS APTERI FILTER CLOTH---*" I,- MIN. MOUNTABLE BERM 2" 45' 111 2Vj- T .. -0 1 FINAL GRADE 15 REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOILS STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS 'TO DENUDED AREA5 THAT MAY NOT (OPTIOAAL) PRECAST FACE AT FINAL GRADE BUT NULL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL APPLIED SIDE ELEVATION Rate of BLOCK BE TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. EXISTING GROUND Planting Dates Species (lbs./acre) 2. DURING CONSTRUCTION Z 70' MIN. 10'MIN. ISOMETRIC CURB DROP INLE1 THROAT SECTION ALTERNATE DESIGN #4 BARS F_ OF THE PROJECT, 501L 5TOCKPILE5 AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR 15 RESPONSIBLE FOR THE TEMPORARY CQ ku 0 0 B WASHRACK F(OPTIONAL) B.. ii ii ii 10 ii PROTECTION AND PERMANENT 5TAE31LIZATION OF ALL SOIL 3TOCKPILE5 ON 61TE 45 WELL 45 E30RROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. to C\2 >11111111111 CQ 65 -1 It Sept. 1 Feb. 15 50 50 Mix of X 4" HOLES EACH END PRECAST IFY7 10' MIN 12' MIN. EXISTING Annual Ryegrass FACE OF BLOCK SEE NOTE I 34 PERMANENT Q) I 0 C\1 00 C) PAVEMENT (Lolium multi-florum) & 50 100 BACK OF CURS LINE 11" RAOIDIUS NOTE, VEGETATIVE COVER 5HALL BE E5TAE31_16HED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED J.-, C40 Lo tW 2-1 E5T,451_15HED UNTIL A GROUND COVER 15 ACHIEVED 1 0) -POSIM DRAINAGE MIN. Cereal (Winter) Rye (Secal cereale) DOWEL HOLES PROVIDED TO PREVENT SETTLEMENT OF ADJECIENT CONCRETE. i THAT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION- > Z �3:i COURSE AGGREGATE TO SEDIMENT TRAPPING DEME ALTERNATE DETAIL FOR FACE BLOCK --------------- 2- DETAIL A (NOSE TYPE 8) A 4, SEDIMENT BASINS AND TRAPS, PERIMETER DI<E5, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP ;�� ju >N I SEDIMENT 5HALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DI5TUR5ING ACTIVITY AND SHALL BE MADE g U) Uj 0.,j_ • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION PLAN VIEW 12' MIN. Feb. 16 Apr. 30 Anual Ryegrass 60 100 (Loliium multi-florum) PLAN BACK OF 2" NOMINAL CUM L14F --i i-e- 45* 4" NOMNAL 2" J.- ------------- I -L-7 = - ----------------- kriEC pi-2. * FUNCTIONAL BEFORE UPSLOPE LANE) DISTURBANCE TAKES PLACE. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVER51ONS It IMMEDIATELY AFTER INSTALLATION. 0 r. LO Lo 0 DETAIL A 3' MIN. 4 _'j, I X 4" XLE J' MIN. May 1 Aug. 31 German Millet 50 FOR ----------------------------- i UOWELING L --------------- SEDIMENT TRAPS AND SEDIMENT 5A5INS SHALL BE CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE 02 (Setaria italica) TO CURB I FACE OF BLOCK 'SERVED 51- THE TRAP OR 5,451N� 100 *41% #* 15 a) 0 FILTER CL07H SECTION A -A BACK VIEW ENU VIEW I I a) >1 ALTERNATE NOTES: ALTERNATE A- THE MINIMUM STORAGE CAPACITYOF A SEDIMENT TRAP 5HALL BE 134 CUBIC YARDS PER AGfRE OF DRAINAGE AREA > 6'-7' NOSE DETAIL B AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LE55 THAN THREE ACRES. WL 2'�E.4" NOTCH MAY BE FORMED WITH STRAIGHT SIDES, TAPERED DETAIL A 515TAPERED SIDES WITH RADIUS. OR Co I " . . . ; I Seeding 2(FUR USE WIIH MOON (ABLE CURB? . ALL DETAILS NOT SHOWN TO BE IN ACCORDANCE WITH SHEET I OF 2- SHEET 2 OF 2 E3. SURFACE RUNOFF FROM DISTURBED AREAS THAT 15 COMPR15ED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR -5 SHALL BE CONTROLLED BY SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SPE EQUAL TO THREE ACRE rro N REFERENCE STANDARD PRECAST TOP UNITS SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM 5HALL, AT A Seed shall be evenly applied with a broadcast seeder, drill, 233 VIRGAIA DEPARTMENT Or TRANSPORTATION MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE B A I "31N DURING A TWENTY-FIVE YEAR STORM OF 24-HOUR DURATION. REINFORCED CONCRETE DRAIN SPACE cultipacker seeder or hydroseeder. Small grains shall be 302 RUNOFF COEFFICIENTS USED IN RUNOFF A BARE EARTH CONDITION OF THOSE CONDITIONS EXPECTED TO Exis-r WI4ILE THE planted no more than one inch deep. Grosses and legumes SEDIMENT BASIN 15 UTILIZED. SECTION B-B shall be planted with no less than 1/4" soil cover. SOURCE. ADAPTED from 198J Yqr�lqnd Standards for Soil erosion and Sediment Con and Vd. DSWC Plate J02-1 -1. CUT AND FILL 5LOPE6 5HALL BE DESIGNED AND CONSTRUCTION A MANNER THAT WILL MINIMIZE EROSION. SLOPES Z THAT ARE FOUND TO BE ERODING EXCE551VELT- WITHIN ONE YEAR OF PERMANENT STABILIZATION 5HALL BE PROVIDED 0 INSERTA-31-E SHEET A179 WITH ADDITIONAL SLOPE 5TABILIZING MEASURES UNTIL THE PROBLEM 15 CORRECTED.U) F-4 GRA VEL AND WIRE MESH TABLE 3.32-C E 0. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUTOR. FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE > W DROP INLET SEDIMENT SITE SPECIFIC PERMANENT SEEDING MIXTURES TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. (14 FOR APPALACHIAN /MOUNTAIN AREA NOTES: FILTER Total Lbs. 1. 111115 T-U MAY Fir PRI-CAST ')P CAST III Fl ACF- e. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OF, OTHER PROTECTION 5HALL BE PROVIDED. Minimum Care Lawn Per Acre 2. CONCRETE TC BE CLASS A-, IF OAS- N PACE, - Commercial Residential 200-250 lbs. 4000 PS IF 'RECAST. 3. CCtA8IkA - ION MP71 & GUTTER FAVING A r.F 5�(, F7F- O� I F-,q (At ')NC. FA�F OF CURA) ;Hall 10� ALL 5TORI-1 `-EWEFR INLET5 THAT ARE MADE OPERABLE DURING CONSTRUCTION 5HALL BE PROTECTED 50 THAT or - Kentucky 31 or Turf -Type Tall Fescue 90-100% FIF PAII FOR AS AMAJ �,AvnINAT im mnn SEDIMENT -LADEN WATER CANNOT ENTER THE C(, CONVEYANCE SYSTEM WITHOUT FIRST 5EIN6 FILTERED OR OTHERWISE - Improved Perennial Ryegross 0-10% GLI-T-R. 4 FOR USE NTH STIBILIZED OP=N-CF!'DED, TREATED TO REMOVE SEDIMENT. Do 0 - Kentucky Bluegrass 0-10% DRAINAGE LAYEP,THE 3OTTOM OF THE CURB 40 CUTTER. S-ALL BE CC1,13TRUC-E-1 PARALLEL 0 1-11- 1; 04 OF SLIIHASk (;OUkS1S 11. BEFORE NEWLY CONSTRUCTED 5TORI-(WATER CONVEYANCE CHANNEL5 OF, F1IPE5 ARE MADE OPERATIONAL, ADEQUATE -HE _18 MIN. *(12 High -Maintenance Lawn ,VNj TO DEPTH O= THE PAVEMENT. OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH F-1 11-1 GRAVEL "MIN. DEPTH) 5. AL-CWABLE CRITENA FOR THE USE CF CC-6 IS BASED ON FCADWAY C_,�SSFICATIO�, THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. CD 0 RUNOFF WATER Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125 lbs. AND CN 107/N 4" R CF CESTI-E VDSPEED AS SIN ROAD DESIGN VIN APPENDIX .4, ANUA_ j 12- WHEN WORK IN A LIVE WATERCOURSE 15 PERFORMED, PRECAUTIONS 5HALL BE TAKEN TO MINIMIZE ENCROACHMENT, WITH SEDIMENT General Slope (3:1 or less) CONTROL SEDIMENT TRANSPORT AND 133TA51LIZE THE WORK AREA TO THE GREATEST EXTENT P0551BLE DURING CONSTRUCTION. HONER ODIBLE MATERIAL SHALL BE USED FOP, THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. 0 - Kentucky 31 Fescue 128 lbs. EARTHEN FILL MAY BE USED FOR THESE 5TRUCTURE5 IF ARMOFFRED BY NONERO[DIBLE COVER MATERIALS- kA yP - Red Top Gross 2 lbs. - Seasonal Nurse Crop 20 lbs. - I. , , I . " , I '. 1 1]3. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CON5TRUIC'TION VEHIC-LE5 MORE THAN TWICE IN ANY 51X-MONTH 11'Ili T 150 lbs 'p XS1 Z, PERIOD, A TEMPORARY VEHICULAR STREAM CRO,155ING CON5TRUCTION OF NONERODIBLE MATERIAL SHALL BE MARK D. SMITH IIII" WIRE MESH Low -Maintenance Slope (Steeper than 3:1) PROVIDED, N0.022e37 SEDIMENT FILTERED WATER - Kentucky 31 Fescue 108 lbs. - Red Top Gross 2 ibs. TIE BOTTCIV CF TI-E C-JFB AND CJTTER MAr BE CCNST��UCTE) PARALLEL TO THE SLOPE_CF 14. ALL APPLICABLE FEDERAL, STATE AND LOCAL- REC_�ULATIONS PERTAINING TO WOR<INC3 OR, CRO55ING LIVE WATERCOURSES 5HALL BE MET. r 61(�l - Seasonal Nurse Crop 20 lbs. SJEBASz COURSES 'FOJID-C A MINIMUM DEPTH-CF 7 15 fAANTANED. 10 A TL - Crownvetch 20 lbs. _HS AREA \JA'F BE COKCRETE 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS 150 Ibs AT T11F ONION 0- -11- CONTFAC-OR COMPLETED. Perennial Ryegross will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion 10. UNDERGROUND UTILITY LINES 5HALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING 5TANDARDIS IN ADDITION SPECIFIC APPLICATION resistance for seedbed. TO OTHER APPLICABLE CRITERIA: > ** Use seasonal nurse crop in accordance with seeding dates as A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, stated below: March, April through May 15th Annual Rye B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL 51DE OF TRENCHE5. E- BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE May 16th through August 15th Foxtail Millet August 16th through Sept.,Oct. Annual Rye �17 TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. November throw gh February Winter Rye 5FECIFICATIO',I C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THR OUr:IH APPROVED SEDIMENT TRAPPING �D `lEFEz?EI,10E COMB 1V\_10N 6'' CLPB GUTTER DEVICE, OR BOTH, AND D15CHARGED IN A MANNER THAT DOES NOT ADVER5ELY AFFECT FLOWING STREAMS OR OFF -SITE 0 Flatpea to 30 lbs./acre. All legume 'Ub ?E 502 OFPARTMFF4T OF TRA\Jc;PrPTATI,')\l 201.03 1 PROPERTY. L) If is used, increase seed co GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. must be properly inoculated. Weeping Lovegross may also be included in low-maintance during D. MATERIAL USED FOR 5AC<-r-ILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND STABILIZATION. Uj any slope or mixtures wormer PROMOTE SOURCE: VA. DSWC PLATE. 3.07-2 seeding periods; add 10-20 lbs/acre in mixes. W 12� 1-1. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTER6ECT PAVED OR F`U5LIC ROADS PROVISIONS SHALL BE MADE co W TO MINIMIZE TL- HE TRANSPORT OF SEDIMENT ,-T- VEHICULAR, TRACKING ONTO THE PAVED 5URFACE. WHERE SEDIMENT 15 (Z) SILT FENCE CULVERT INLET BLOCK & GRAVEL CURB INLET DI-3A-313-3C TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE 5HALL BE CLEANED THOROUr3HLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND Z (9 Z W � PROTECTION SEDIMENT FILTER TER TRANSPORTED TO A 5EDIMENT CONTROL D15P05AL AREA- STREET WASHING SHALL BE ALLOWED ONLY AFTER 16 REMOVED IN TH15 MANNER. THi& PROVISION SHALL E_ a E- APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO W E� Expansion Joint Expansion Joint 1-3-to, e- Back of Sid-alk 4 1 LARGER LAND -DISTURBING ACTIVITIES. ENDWALL CURB INLET 2- or detail. of inlet Frame Cover 8.. n I Ia. ALL TEMPORARY see St'd. IC-2. I . Warped Gutter EROSION AND SEDIMENT CONTROL MEA5URE5 SHALL BE REI-10VEID WITHIN 30 DAY5 AFTER FINAL a.. C Existing or Sam B Prop. d Z d-alk ubb- s' SITE 5TABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER, NEEDED, UNLE&S OTHERWISE AUTHORIZED BY THE LOCAL AUTHORITY. C:D a- C 3' Diameter PROGRAM TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS REE&LILTING FROM THE 0 TOE OF FILL CULVERT o- - - - Weep Hole 6 - ;:m , 'ttttttttt D+U Hard. ne Cloth t 4#44+++-j44-++ f+ DI&PO51TION Or - TEMPORARY MEASURES 5HALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION- E- 8-R, NO ER0&I,.-)N CONTROL MEASURE CAN BE CHANGED OR REMOVED WITHOUT THE PERM155ION OF THE 0 .......................... LBom A Face of Curb I/ &stop* am to ii 11 \-Dam F t H SHENANDOAH COUNTY INSPECTOR. 0 .-o Crack Control Joint Gutter"' L' - For " dbaft. ACI.ck Control Joint a" 1-2 '-8- a- St'd- ST-1. 1`3. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE FROTECTED FROM SEDIMENT W-W-1 I' Min PLAN IS'Wn. SECTION A -A DEF-05ITION, EROSION AND DAMAGE DUE 'TO INGREA5E5 IN VOLUME, VELOCITY AND PEAK FLOW RATE OF 5TORNWATER E- l,-I W 0 Mo.. 10'Max WRUNOFF. E- CO WIRE SCREEN CONCRETE BLOCK GRAVEL FILTER L-Variablo-Max. 20' 20. ALL ME,45URF5 USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH 0 0. r-2" 11* 21-6-1 MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATER5 0 TOE OF FILL 0 0 r-A Ll I OF THE STATE. SILT FENCE DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT L FLOW UNOFF R OVERFLOW FILTERED WATER WATER WITH SEDIMENT 2- 2. 1 Approach G� - L2%'x2A'xX' worp� wet. el� le re A Bars F Bors E El 2 le Weep Hole FRONT ELEVATION 1=:h (Gutter removed) 2%' 411 REINFORCED CONCRETE 3000 FBI 500clinQ Notes 4" SUBBASE (21-A STONE) CIO W 0 Q111 0 nil . . . - L-A ?> OPTIONAL STONE COMBINATION EMW�7:_ 3:1 --a. Type A Type 8 L -3 CG-7 STANDARDS. SECTION B-B TYPE A NOSE DETAI SHALL BE USED WITH CC WIPTH VARIES I. Topsoil shall be spread at a depth of 4". �7, SEDIMENT I UP 7 T_ WIRE SCREEN Wx4' Stu oannecto, TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 STANDARDS. .gilded to, orgl. 1- 2' CALVINIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68* 30' NOSE DETAILS SEE SITE PLAN 2. Pulverized agricultural limestone shall be incorporated into 1/4" 11 the soil at a rate of q2 lbs. per 1,000 sq. ft. (2 tons per 7:1 1.0, 2" X 4' WOOD STUD CURB CONNECTORS AND IS TO BE ANCHORED WITH 1/2- X 4- STUD SHEAR WELDED TO BENT PLATE 2' C-C. . ..•�: acre). -A A' - 4 5. Fertilize / W, with 10-10-10 of a rate of 23 lbs. per 1,000 5q. FLOW 2.5' SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT Appr. P DI-3A CI-3B DI-3C r-- L -1 L L I L41 H ft. (1,000 Ib5. per acre). 4' 4. Seed mix shall consist of 67% Kentucky 51 Toll Fescue and F-1 I FE1 I lEd I 1EE1 I FE1 I H 53% Sericeo Lespedezo applied at a rote of 120 lbs. per acre. COMPACTED GU5GRADE S. Straw mulch shall be applied to all seeded areas at the (W51. DENSITY) DATE: 5-02-08 CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY H FIGw Flow rote of 3,500 lbs. per acre and anchored With cutbock or SCALE: N/A TO PREVENT EXCESSIVE PCINDING IN FRONT OF THE STRUCTURE. DETAIL WHEN USED I 1 ADJACENT TO CURB WITHOUT GUTTER emulsified asphalt applied at a rote OF 200 gallons per VDOT #3. #357, 15, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP Far u.. in sag. For use on grades Both sides to be symmetrical acre. CONCRETE 51F_)EW,4L< F-)ET,41L DESIGNED BY: AS TO REPLACE SILT FENCE IN " HORSESHOE " WHEN • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE Sheet I of 2 HIGH VELOCITY OF FLOW IS EXPECTED SPECIFICATION STANDARD CURB DROP INLET (NOT TO SCALE) REFERENCE 12"-30" PIPE MAXIMUM DEPTH (H)=8' FILE NO. 2039 SOURCE: ADAPTED from VOOT Standard Sheets and Va. DSWC PLATE. 3.08-1 SOURCE: VA. DSWC PLATE 3.07-8 I VIRGINIA DEPARTMENT 233 f 302 OTRANSPORTATION - SHEET 6 OF 6 8-/0 I E I I GENERAL NOTES 1. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and Frederick County prior to construction in existing State right-of-way. 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a representative of the developer must be available at all times. 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. 9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed for actual determination of required pavement thickness prior to placement. All final pavement and base course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true support values of the soils in the subgrade. Final pavement design shall be submitted during construction and prior to placement. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction project within or contiguous to the existing right-of-way. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance with state law. In the event gravesites are discovered during construction, the owner and engineer must be notified immediately. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. FCSA CONSTRUCTION NOTES 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) The developer/contractor must: 1. make application and pay deposit 2. mark the tap location. 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. b) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (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. VDOT GENERAL NOTES 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 comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained 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 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with 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. UTILITY CONTA CTS Water/Sewer: Frederick County Sanitation Authority P.O. Box 1877 Winchester, VA. 22604 (540) 868-1061 Electric: Allegheny Power P.O. Box 1458 Hagerstown, MD 21741 1-800-654-3317 Gas: Shenandoah Gas Co. P.O. Box 2400 Winchester, VA 22604 MISS UTILITY (540) 869-1111 1-800-552-7001 phone: VERIZON P.O. Box 17398 Baltimore, MD 21297 (301) 954-6282 FIRE MARSHAL'S NOTE Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. HANDICAPPED PARKING NOTE Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. EXISTING INTERMEDIATE CONTOUR EXISTING INDEX CONTOUR PROPOSED CONTOUR EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINE EXISTING STORM SEWER PROPOSED STORM SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING ELECTRIC SERVICE PROPOSED ELECTRIC SERVICE EXISTING GAS LINE PROPOSED GAS LINE PROPERTY LINE FLOW LINE FENCELINE EXISTING POWER POLE EXISTING TELEPHONE POLE EXISTING WATERLINE W/ TEE PROPOSED WATERLINE W/ TEE EXISTING FIRE HYDRANT LEGEND 33 - - 330 40 EX E/P PROP E/P EX G16 PROP C&G T T T EX. 15" RGP PROP. 15" RGP S-- S S E E E G G G if-- if-# X X X X X X mac-- b v T ' i-- -v v , Tr-ty- EXISTING WATER VALVE v®--®-�--�-�'-- PROPOSED WATER METER m EXISTING REDUCER:---v-----f)�-v--- PROPOSED REDUCER v TRAFFIC SIGN HANDICAP RAMP (CG-12) DENOTES LO��CppATION OFISTTID VDOT STANDADftAMPJ CONSTRU �TION PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES HANDICAP PARKING VEHICLES PER DAY COUNT PROPOSED BUILDING ENTRANCE EXISTING STREET LIGHT SANITARY MANHOLE IDENTIFIER STORM DRAIN STRUCTURE IDENTIFIER EASEMENT LINE CENTERLINE - EXISTING SPOT ELEVATION X 12.O PROPOSED SPOT ELEVATION 115 3 EXISTING TREE LINE a EXISTING TREE 15" OAK 15" PINE PROPOSED TREE �r��l 15" OAK 15" PINE OWNERS CERTIFICATE I HEREBY CERTIFY THAT THE PROPOSED DEVELOPMENT OF THE PROPERTY CONTAINED IN THIS SITE PLAN IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE UNDERSIGNED OWNERS, PROPRIETORS OR TRUSTEES. SHEET INDEX VICINITY MAP SCALE 1"= 2000' ROUTE 91 BLl�N7BIDE WTMF- C)���, N SITE a, PROJECT INFORMATION SITE LOCATION 300 WESTMINSTER CANTERBURY DR. WINCHESTER, VIRGINIA FREDERICK COUNTY PARCEL IDENTIFICATION NO. 53-((A))-63A LOT AREA: 48.2747 AC. DISTURBED AREA PHASE 1 = 3800 SF PHASE 2 = 9200 SF CURRENT ZONING : RP (RESIDENTIAL PERFORMANCE) CURRENT USE RESIDENTIAL & ASSISTED LIVING FACILITY PROPOSED USE : RESIDENTIAL & ASSISTED LIVING FACILITY SIGNS: NONE PROPOSED. ANY FUTURE SIGNAGE MUST CONFORM WITH THE STANDARDS OF SECTION 165-30 OF THE FREDERICK COUNTY ZONING ORDINANCE. OUTDOOR LIGHTING: ROAD AND PARKING LOT LIGHTING IS TO BE PROVIDED USING THE SAME LIGHT STANDARDS AND PATTERNS ESTABLISHED IN THE EXISTING PARKING LOT. ALL LIGHTS SHALL BE SHIELDED TO PREVENT ILLUMINATION OF ADJACENT PROPERTIES. OPEN SPACE PROPOSED OPEN SPACE=37.25 AC.=77.2% PARKING CALCULATIONS TOTAL REQUIRED SPACES CITY & COUNTY = 245 TOTAL EXISTING SPACES CITY & COUNTY = 379 PROPOSED SPACES PER THIS PLAN = 61 TOTAL SPACES = 440 HANDICAP PARKING 401 -500 = 9 SPACES REQUIRED TOTAL EXISTING SPACES CITY & COUNTY = 13 - EXCEEDS 1106.1 13 SPACES OF WHICH 6 SPACES IS VAN ACCESSIBLE - EXCEEDS 1106.4 NONE PROPOSED PER THIS PLAN LANDSCAPE CALCULATIONS REQUIRED: PERIMETER - 1 TREE PER 2000 SF OF IMPERVIOUS AREA INTERIOR - 1 TREE PER 10 SPACES PROPOSED PARKING AREA #1 .-APERVIOUS AREA: 3,726 SF/2000 = 1.9 TREES INTERIOR: 23 SPACES/10 = 2.3 TREES TREES PROVIDED = 5 PROPOSED PARKING AREA #2 IMPERVIOUS AREA: 9,180 SF/2000 = 4.59 TREES INTERIOR: 38 SPACES/10 = 3.8 TREES TREES PROVIDED = 9 ENVIRONMENTAL FEATURES EXISTING PROPOSED PERCENT FEATURE ACREAGE DISTURBED ACREAGE DISTURBED FLOODPLAINS 0 0 0 LAKES & PONDS 0 0 0 WETLANDS OVER 1 AC. 0 0 0 NATURAL S.W. 0 0 0 DETENTION AREAS WOODLANDS 31.7 AC. 0.46 AC. 1.45 % STEEP SLOPES 5.7 AC. 0 0 OVER 50% PREVIOUS APPROVED PLAN SP 63-04 THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION CO VER SHEET Project Name:: �j /� �T C �j �T �j T T Y DATE�V 3JST1V1�1V►J�1�R CA1V�9J"B lJ R Owner: Address, Including Zip Code & Telephone No. 300 WESTMINSTER CANTERBURY DR. WESTMINSTER CANTERBURY OF WINCHESTER, INC. WINCHESTER, VA 22601 (540) 665-0156 Developer: Address, Including Zip Code & Telephone No. 1.) COVER SHEET 2.) OVERALL KEY MAP 3.) SITE PLAN PHASE 1 PARKING ADDITION 4.) SITE PLAN PHASE 2 PARKING ADDITION 5.) E&S CONTROL AND LANDSCAPE PLAN 6.) DETAIL SHEET SITE PLAN APPROVAL NAME T DATE i OK SITE PLAN NUMBER SAME AS ABOVE Engineer Certifying Plan: GREENWAY ENGINEERING APPROVAL Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE WINCHESTER, VA 22602 (540) 662-4185 FREDERICK COUNTY ZONING ADMINISTRATOR SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT. APPROVAL * SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL DATE x x W W Z Z W o LO co l2 00^ I .� � M 0 U CO � ' Ian "t x Ln W � Q) (1) W � o � a ■! i[ a <4 o) rn N N O a) ro (U w co w U) E- z w E-1 z w w �51 o z U 0 U) 0 z U) o 5 L' W z nw, a a z a � U w � a w 13, 00 00 W oEi Q LO \ \ r 00 MARK D, SMITH Np, 0222837�j W OA �UJ��v �SSIONAL - 0' I D O cUJ U V W IL IL Ix co Z Z o4 H W IdW U) �+ U� E� W ~ Q O U ZLU ��� Off., W 0 a -, a W (Y W DATE: 5-02-08 SCALE: N/A DESIGNED BY: AS FILE NO. 2039 SHEET 1 OF 6 mm -OLD Foy eu &05 \ CURVE DATA 1 / / 53-A-64 %K -' / J III-3-C-11 WINIFRED W. �" 111-3-E-Ib / MAW C _ >' AL '' ^' Q m 70 m / ANTNANASIOS , O \ STEPHENSON 11 ZONED: ET 131-6-E-9 I t jt in ` 0 , r D � 9 r ji� ANTHON �-0 USE: RES. 70 m r w 70 a 7d / ZONED: LR 'gyp ZONED- LR PAUL A LAMBERT A " r tin =s u' 70 70 USE= RES. 'F' �,,, USE: RES. \ DB.180 FG.103 ZONED: LR NST. DB.153 R'a 533 USE- RES w 70 rm ur INST. ILR-03-242 bb� \ NST.'LR-03-3061 9- L26 L21 L 8 L29 Lam 1-3124 L2L AREA OF RE I S I ON - PARKING AREA #1 LY P. 132-01-4i ZONED: LR USE: UNDEVELOPED / * - ? J ll°11 ` 1 p ��" o l nk)OM 33D.2 GERALD F. SMITH I /d° / ^1� -wJ _ '�r4 NST. R-02-4131 L./ 2 4 T� TTT ry TNjI NUMBER DELTA RADIUS ARC TAN CHORD BEARING CHORD CI 41°24'33" 40.00' 28.91' 15.12' N 45'12'10" E 28.28' C2 221°24'1l" 40.00' 154.51' 105.83' N 44°41'42" W 14.83' C3 11*11,01" 50.00' 61.44' 39.98' N 52°42'21" E 62.45' LINE DATA NUM5E DIRECTION DISTANCE LI S 15°56'31" E 210.00' L2 N 16'33'18" E 312.91' L3 S 60°26'19" E 212.20' L4 N 29°33'41" E 150.00, L5 S 60°26'19" E 400.00' L6 N 29°33'41" E 15.00' L1 S 59°36'20" E 225.00' LB S 2 9°04'59" W 104.26' L9 S 11°14'41" E 514.43' L10 N 46°24'26" E 151.50, L11 5 4,B'01'34" E 222.50' L12 S 44°36'25" W 1231.56' L13 N 46°02'04" W 32.39' L14 S 40°40'18" W 194.42' L15 S 35°32'20" W 140.81' L16 S 33'05'41" W 223.11' LI1 S 04'31'25" W 132.89' L16 N 52'22'09" W 356.31' L19 N 44°51'01" W 161.61' L20 S 81'23'50" W 139.25' L21 N 14'44'44" W 38.34' L22 N 19'52'52" W 25.00' L23 N 19'52'10" W 128.59' L24 N 21'13'12" W 129.32' L25 N IS°43'51" W 92.55' L26 N 20'21'31" W 120.00' L21 N 15°36'22" W 50.04' L28 N 0g°42'20" W 9.98' L29 N 09°36'08" W 58.10' L30 N 11*30,30" W 133.59' L31 N 14'12'21" W 10531' L32 N 24'29'53" E 21.g6' L33 N 14°12'21" W 94.56' L34 N 04°40'51" W 165.99' L35 N 04°I8'11" W 241.61' L36 S 18'41'30" E 308.34' L31 N 01'20'55" E 485.18' / WESTMINSTER CANTERBU \OF \\ �r 7 I i 7 us i I s I r 7 7 7 7 ��4f' i =- -`� pqS rkFJ� WINCHESTER ` \� r y_• �- `\� _CANTER5uRr DRIVE / SE: ASSISTED LIVNG FACILI �' \ 1 l \ � �,�r 17 r k � a f r- IC IL 4 �ly .�mooJLJ L # - Y.- ' \ AREA OF REV161 N PARKING AR A- 4(r "1 a 132-01-4 U� \ 40 uZONED, LR sE. UNDEVELOPED GERALD F. SMITH-- INST. 11-R-02-4131 <,� \ r re 53-A-63A WESTMINSTER CANTERBURY OF UAW-4-ESTER, NC. ZONED- RP LL USE: RES. 4 ASSISTED LIVING lk QKr m \ \ \ \ /Is\ \ ,Pry g�� e \tea. 4f 5 v Or 'W 17 \ \ky 41, 4,10 SOVERIGN HOMES ` 4 , 53-A-63 \ \ / ZONED: 52 GERALD F. SMITH \ / / USE- COP I't ZONED: RP ° / NST. 0102-16612 USE- FES. DB.151 FG. 969 RUSSELL 0 4 \fib 100 0 100 \ \ ANN B. HIETT �q ZONED: RP s GRAPHIC SCALE 39 USE: MS. MS. Oe3? 3�'v (IN FEET) DB 3 Ma� 'x x rc W W z z W CQ o 0 � to 00 aN "0 �Mr -) ROM c 1 � � LIZ W x � � in� cu a) a� Lu 0 ct� LO 2, an .--i E- Qi Fri w Q) O a co Ed Ed W r, h A OF MARK D. SMITH No, 2i sIONAL � E D o an c cr UJI V W IL co Z z a�E- wUa14� s) 6 P4 �4 0 >04 o w o � o z w CO E w � O IL H a cl) (211113 W W DATE: 5-02-08 SCALE: 1" = 100' DESIGNED BY: AS FILE NO. 2039 SHEET 2 OF 6 -/0 C.S.A. CITE' 1ETER VAULT11.1 0000 / HT / Z \ W o TREE--L INC' �•� — .— — — — — — — — — — / / — CD00 `n _ 1 Q 0 TO _ _ O /1 .V=830.,------'� II I �P -~ g3 --__ ��83mE ;�,._ __.__ — _ ------------ co cc)N LO Ron .1 - - - - - --�'$3-�'- - ;�Rt,• '`p` ti `! o� 3 le / e �t 3�---- - 2 E E1� '° I REM I �— Fz� — �, a� a� I --loll I vE EEC. PO j' IONLO s= �Z C - P '� r / b G a� �J.��l` ,� V� ! �,� --- W — — -y— _��� / E S" t�1 u�y_ I CRB A RE4� IRED I r j �.Q— \ W oa �''� INE T TM GRATt=°' $` 9, `' ` - -- -- - - - / a ��'=829.6f � INve825.44 0 OD ,___1—_ _ -1� H ` REM vE` r21 GRATE — \, r -_ ._. E �, �, AND I STALIL S1'A�vDARL� '' — — FCC / kV l Ek EP g2� �.�'� 82� 155 0, R ME A�D C v�R% / �`` i 2' CURB y P EL v. 83 .3 /.r�, O / `^—�� - OPEN INCH — — -- — — — — ky � e kq kq CONC i / , ` _ '_ 1 MATCH TO EX EX. STi"" i GRATA - I t = \ _.--- �E v��" �` ��=-// PA\/EMENT TOP = 830.9-( / E 5 \ H INV= 524,ro]-10111N (NV- 824.54 18 OUT z EX. STM G-;12ATE {- i� ► tV� (� // � \� � TOP=830.25 I \ t 0 I N'V = 82 4.30 -18 I N J/ ! x \ i �� ,��� / =3 U1 w INU= 824.15-18"OUTLL / / / -\ .+�� �,��= �;��• 00 3 WATER III `� 1 X � � I / � , \ � Q co � I �\ III � � / \ 6E RV I C E LINE \ \----"� , J I / , / III \ ► � � h , I I \LLJ I ti MARK D, SMITH \ c— \ t I I I I i 1 HALL \ / 1� fI `d No,,022837 a SIONAi, r � \ � '� �t- -_._._ •-.� �—' `-,� \�5 ,� ���' ,' /// ,� � +sue , � � - '-- E- tu co - M F-4 f / w V a UA / 1 \ Q+ c PHASE 1 - PARKING AREA #1 • 10 • 20 -• PA\/I N6 SGHEDULE 2" 5M-c{.5A 8" 21-8 BASE STONE 11".1 VO WIP-IIIU SCALE: 1" = 20' DESIGNED BY: AS FILE NO. 2039 SHEET 3 OF 6 8.-10 IN, IN RU �r0 LLI LAA cu cu ago tb I rn uj 00 csEI-1r -96 / rn NJ1 X Ex.RaTE INLETul- a -46 00 ---1 /Z 0 W co NJ jly E- u t z o DA 0. 5 AC. 1 Q _ co I 1 I a / t PROP. CURB H a�� TO EXISTING P EMENT M E. TO EX. �� got \�� W / / --- -- -- PAVEMENT 4 CURB x �1 ' � �1 \ate STRIPEt)v jlY / ���, x x ZLI�OSSWALk \ ' \ 0, % (l \- � \ / O MATCH TO EX. g glg�� PAVEMENT $ 8 ',1 /a � _ _ EX. i ', ,�� -- R=5' !off ' \ \\� `'' l�j � 7 1 "1 25 yy LP Y'k 18 N 00 co ��• b2 35 93 e RFo ` \ \ �g' �k P \ \ �-.,:�`'• '�� W ) ��y r\ MARK D, SMITH ,c } \ \ 82 5 825 N0, 022837 STRIPED �2 l 16 13 T \, -- CROSSWALKS —� �� `� uj I ( /p� X U5 61v 3 i NG \ a �� \ \\\ I \ \ 1 I / / ?< \ $ N51D P. 5 GONG. / / / sS, I� bz Rp i \ WALK EXTENSION /\ 10 42 \ \ / f. NAL \ \ 68� ieF CG, MATCH TO,� Sx''' l l� I t \ / r 16 �pC o5 ; / �_ EX. PAVEMENT i c4. hr, II \ \ \ / 1 1 ,4 T 48 i I TC / �D `b 2� ^t�3 I /� 820 _. 1820 66 � \ �:: , , : --.- ._ _ _.r---• __ LL A�W r� \ t U�`-'l � �.15�' 2' �.�'�'a �� � �` s.. \ 2 SF CURS i' ,f�;- �.� ,- ..... -..: ,��.. \-' _ - - "^ .. r/ ! I �- � \ / � pP• _ _ _ 'J ! P R = 31 5$ ,r' \\� \NA .1W. \ A� v` e C -_ GCs ra' �r ` ; � tiw� AI \ 60 ^5' -' P . � O �� � 'OCATED � 1 fi%,,C..-�.: , i aG� l i � :. �l , �� GAP 19 T� / .� / t 14 I12 PLO 1 c `� : \� l LP 1VJ \ (I �i�i� "I° i O 13 65 f a�2 Ill C� 1 = 49 �1C NOS 4-g - ---� \ \ 510 Q� 810 DA2 0. 1 1 \ � � ( i�UR,g�cv - -��—�--�\\ W - i AUUTHORI AUTHORIZED i� - s SIGNS e i Vco 40 / 17m \ ` \ \ i `\ `� _ _ ' \ \ �j C rc a \ \ d / - _ �" -. \ W tt41GLE g1L PROP. g12 co TrP I�o2 r', 1 \ Q / MATCH TO 8/? _ LP CG, Ai �„ ) 6� f � \ \ \ \ __ \ \ \ \ I \ \ \ ;�' 605 __ I j 505 © W 1 / / EX. GRADE a1 ` -- �! / —) / \ \ \ \ f t �� _ __ --- -- --._ _ _._. i . _.__. _ ... _._( C\2 Z Z (� 16m �\ I118 / \ \ \t I 1 I Y W FT-, J / < -_ / PROP. GRAVE � C� % \ \ \ � \ \ ``� \ � E•-I 16Tc / WALKING TRAILQ0 LP _ -- — -'�`\ \ 800 _ z U RELOCATED G:R VEE -11 — t \ \ \ \ \ \ \ UzO p I,p ZA I t WALKING TRAIL �`---------- -- -- - \ \\ \�co co \ i ./ r -- — .— — — — — f � ...._ _. ..._..� \ � \ \ \ ,� \ — _ \lu Coco � (L:3 O \ \ \ \ ei- zzzCL ;az / - \ t'----- '_t 0+00 0+50 — `V: 1"= 50, (gyp \ \ \ \ \ \ \ 20 10 0 20 40 f=H,45E 2 - PARKING AREA #2 SGALE: I" = 20' ROUTE PROJECT Westminster Canterbury DESIGNER: RIB DATE 5/29/2008 Parking Expansion e'1ITTFi? n VAI IIF ejnIr� I nGal (in) 2061) CHECKED: IInIITO, ENnLISW INLET RAINA6 E I O Qc QT TTER S TTER Sx CROSS T W Stu GUTTE Eo �XIFUTE D L, E INT Q RCE ae Inlets Onl T UMBER TYPE LENGTH STATION AREA C CA SCA (IN/HRt INVe RRYO OW SLOPE SLOPff PREA TTE WIT SLOPE Sw/Sx (A pp' a S'w Se ENGT CIFIE L/LT ( 'gyp lCF YO (FTt h (FTt d/h PREA REMARKS (FT, M) (ACt mm/HR) (CFS1 (CFSt (CFSt (FT/FTt (FT/FTt (FT1 M) IpTH) (FTiFTt 9C-8) LT (FTt LENGTH °�-18) CMS) (CFSt M) M) • SAG HA) CMS) CMS) GMS) M/M) M/M) (FTt M) M/M) M) (FTt M) or d/h CMS) (FTt M) 1 DI-3 6 - 0550 0.60 .330 3300 4 1320 0 .001 .020 6.89 2.000 02S0 .083 4.165 0.100 0.6 a .060 Z604P 4 0240 0 1.560 0.00 .020 2.000 0.083i 1.560 0.111 1 458 03131 8.55 I i 1 I I ! / GRATE INLET COiIFUTAT IONS - 100yr. STORI„1 Runoff Inlet Q Q Grate Grate Inlet Inlet 100yr Drainage Coefficient Time Intensity Q=CIA Captured Carryover Inlet Area Perimeter Depth Elev. W.S.E. Inlet ID Area (ac.) (C) (min.) (inAy.) lcfsJ (cfe) (Cfs) Type (sq. Ft.) (Ft.) M.) (Ft.) (ft.) Ex 5tr. 0.49 1 0.60 5.00 S36 2.15 2.15 0.00 DI -I 233 S,001 0.22 1 814.90 1 815.12 NOTE: CAPACITY OF EXISTING STORM SEWER SYSTEM WAS EVALUATED, TAKING PROPOSED PAVEMENT INTO CONSIDERATION, AS PART OF PREVIOUS SITE PLAN. i 50 25 0 50 SCALE: 1 " = 50' PAVI NCB SGHEDULE 2" SM-a.5A 8" 21-8 BASE STONE 1 +00 ee �QW6 E-4 W� 0 H Q G O cj)oE- Z w y � � O a H � � a c W w z H DATE: 5-02-08 SCALE: 1" = 20' DESIGNED BY: AS FILE NO. 2039 SHEET 4 OF 6 8 -/o VE-STMINSTER CANTERBURY Erosion and Sediment Control Narrative ' // / - - _ _ ~ EX. GRASS �., a.� ...- -•` -' . Z_ Project Description this is for the construction of new areas. 1 � ! /f F, / / I- - -- - --- //, -" -- -.r_...__... ...._..__ ._._.. _.._ � �. ,� -- ALKINCa TRAILThe ur ose of project parking The site is located at 500 Westminster Gonterbury Drive, Winchester. I 3,800 _ ... _ %� / j / f ' -' ' �' " 1 ' - - - ` '- W The site will consist of 2 phases. Phase parking addition approx. sq. ft. will be disturbed and Phase 2 approx. ci,200 sq. ft. will be disturbed during construction. ) / / // / E�OCTEb Gii4 WAlJINCs TAI _ j _ _ - r -r - , �. I `w - -' _ _ '" �` 7 - _ W � ! -' P TU ___ _-_ _ -' - .�� , ✓ _. - __ - � Existing 51te Conditions The site is currently grass covered and moderately sloping to the East.' The two areas will drain into existing on site storm water management � � � / °\ 4 $ �=� E;, � "`� _ _ __. _.... _ EX, TR) w _ I - 'NE- �' L �-� - 9 - -- _- Q" ; ._ f �.; • _ _ _ _ - Z ponds. Adjoining Properties � -._ - _.._ .._._ -_• �� o . __. Y� ,,.,.. - ._---_' -- -•°- ��`--------. err--• .,......-. ,.,..•,.,- {� .,- �„ _..._ �. - - - _ r~~ �; =--- �_ ! E P p . - _ == �,� ' LU > C� m 0, adjoining property land uses are residential. The adjo 9 P P y Soils �:. - ---_ _ _ �- _. _ __ - ---_ ++ - - __ - -- - ` E 19 P i - \� '-,I--- - r,►s - - - - - t �� -- -- !t __ • -+=�` '� �2,, L _ (03 IP I -- _ r 0 -� I o C\2CID CO U CQ The soils in this area are classified as Frederick -Po limento-Rock p Outcrop complex. Permeability of this soil is moderate to moderately hazard _._ = =---" " -- T- �� �' �� ,- EX_�L --_ _ %' {~W __--- W i - - -�I--- -' j�rl f W `-(� °, ~-`-' fi� /�„ _ 3�----__ ti21k EP '" REM �� _ / --{-- YE EC. PO iON �2 CCx �' �� _ t ---- W �`� �� 1 J C�gRB A REQIrRED�F'� y� �. -_�2 t �P __ `� E SrM + I� � -�« T - �~-� -- , ' �, ` -, .�. y Z 0 1 Co slow, and the available water capacity Is moderate. The erosion is severe. Erosion Control Measures W �� DRAT a _ -- ry - _ / " ~ 2 w j� U A. to an Hold pre -construction meeting on site.�.. Install silt Fencing. --�' - - C ¢ -- \ •C S / -�-,► 2 6 P \-- EM VE I RATE �0 -•'" y_ ~ �, a H w Install construction entrance with wash rack. Clear and grade site. Install culverts, culvert inlet and outlet protection and check dams. \ / _ .r Y, -�- t� _.- -- / I I STALL STA qR - -- �C, / kV Ek E 2ti' �.'- 20 ME D C -` `_ �•1, \ 1a 4 2' CURB P L V- 83 3 �Y ( OPENING Upon completion of grading, stabilize the site. Temporary Stabilization mp ary _-- \ , - --- I ' -- �1 �'`- \\ / E C r �' �N . �. (1) o U >1 Temporary stabilization shall be applied to any denuded areas of the site \ (� --- - -- _ e `'lJ,o -__ p not continuous) worked within 14 days. that are y y IP O_ ONC. Permanent Stabilization Permanent erosion control measures include the establishment of grass ; / �% - __ _ LU _�\ '^ '-_- - -- '\_ ' ; ' J' \ �'-` on all surfaces not paved or built upon. Permanent stabilization shall be p p accomplished in accordance with the seeding schedule below and Section 3.32 of the �/ir inia Erosion and Sediment Control Handbook. g EX. STM GRATE _i__� °', \ ' \r TOF' = 030.91 i , ��/ �� \ �'� --- f' 1 MATCH TO EX. � \ �� a >k �� - _ ��, \ ' PAVEMENT I \ , p \ \ +, ,4� / E - ram„ \ ` ENT \�. \ ` / �� OQ ,q�� , \ \ �,� - - J � �\ ----�_ �� ^' :� \ V'+ � ,J�' © E- Z w 5eedln Schedule g I N V = 82 4.� 1-18" I N $ INV= �� �..� \ � �'�\ � �' �`,, , . s,��, ...- -� \ � �3,, �_\ i G I co s`--' G�o�l �I , \ _ ° cIP Z o 0 I. Topsoil shall be spread at a minimum depth of 4". 2. Pulverized agricultural limestone shall be Incorporated into the topsoil 9 at a rate of c12 Ibs per 1,000 sf (2 tons per acre). Ibs 824.54-18"OUT ; �9, UI \ _ - r,- \ Rp� - \ \ a % <' \ - \ F ~I 1 h \ I �: �,, \\ EX. 5TM GR',4TE ( �� ��.� \ i � ,� _- "' - _._-. \ 1 (_� U) W z z 3. Fertilize with 10-10-10 at a rate of 23 Ibs per 1,000 sf (1,000 per acre). 4. Seed mix consistin of 6-1� Kentuck 31 Tall Fescue and 339a Red g y U TOP = 830.25 I N V = 82 4.3 0 -18''I N $ f ,� � - _ _ � I \ o \ --- - _ -� �, Glover. 5. Straw mulch shall be applied to all seeded areas at a rate of 3.500 Ibs per acre and anchored with cutback or emulsified asphalt at o rate _ / INV - 824.15 - 18II OUT / f; / - 4 I / / ' �` �- - - tom` j f �� -'` \ + �` `, -� I OF 200 gollons per acre. Maintenance Program I. The contractor shall inspect all erosion and sediment control measures ( 3 W,4 T E R ���'' '" �'' j SERVICE LINE \ 4 - t O� \; �.b' /� E-, after each rainfall and at least daily during prolonged rainfall. Damaged or deficient areas shall be repaired or replaced immediate) p p y \� \ ,% i,3 11 t� i ' 3 4 f' 1 �! i - � � �� A co � 2. The contractor shall make a daily review of all areas of construction to insure erosion control effectiveness. Additional measures shall activity be Installed immediately where deficiencies are found. 3. Sediment be the one half PHASE i - f=ARKING AREA #1 OF shall removed when sediment volume reaches the height of the trapping device. 20 10 0 20 40 4. All required permits and fees to begin land disturbance shall be the t responsibility of the contractor. p y SCALE: 1" = 20' MARK D, MITH �JAI / .� �,- - _...-� �- \! S�_ f ___ ____-_ , ., - - - I �, X _J - -- / \� \" �-- j Erosion and Sediment Control Notes EROSION/SEDIMENT CONTROL LEGEND I. All vegetative, structural erosion, and sediment control practices shall be constructed and maintained in accordance with the minimum standards NO. KEY SYMBOL DESCRIPTION No,022837 0 `SS'10 and specifications set forth 1n the latest edition of the \/irglnio Erosion TEMPORARY GRAVEL CONSTRUCTION ` .�-� __ _, - � � ' \\ '�m� AL AL and Sediment Control Handbook and Virginia VR 625-02-00 Erosion and Sediment Control Regulations. 2. The contractor shall install the silt fence and construction entrance as shown in the plan prior to or as a first step in clearing. 302 cE ENTRANCE 3.05 SF SILT FENCE O x�F -�- IL � / �-=-_� ` �� � \�� �`1 3 Within seven days of reaching final grade, the contractor shall install permanent stabilization to disturbed areas that are not to be paved or built upon. 3.01 IP STORM DRAIN INLET PROTECTION 3.08 CIP CULVERT INLET PROTECTION O \ / , '' .� n, / ti / ✓ :�-,,~ > 4. The contractor Hill contact the Ian approving authorityone week prior to the commencement of land disturbing activity and one week prior to final ins ection.��, p 5. The contractor is responsible for installation of any additional erosion 3.18 oP OUTLET PROTECTION 320ROCK CHECK DAMS \CO, � Gi Qj i V � � W / o / `C O cbti°� Rz' r�+ / '�lr ,'7 ✓ , z� ,1 �f9 'OQ w control measures necessaryto prevent erosion and sedimentation as p determined by the plan approving authority. 6. A copy of the approved erosion and sediment control plan shall be - LIMITS OF CLEARING 4 GRADING O DRAINAGE DIVIDES W �. ___`�" ---- �; �� \ //// +I � _ a// I W '-`- W i"I �, `•- r� /��o GONG NS�ON / �`� � e:� :- �� �OF' 1 1 O U maintained on the site at all times. -7. TG - � _ - _ \-- X--�- �+- P prGU�P ^ ` ' EP 5\ °� ��, 1 ram" U� W (.i � U The contractor is responsible for maintaining drainage of all disturbed eas to tshall control devices ll Icontrol �ti�� -"t�._ `p�� �, �„ r �G EX p _ Nl m + / / 1 / Q CL R' 8r The contractor l erosion on measures periodically and after each runoff producing rainfall event. Any necessay repairs of GAO �p5 GN _ � N G pJ t'i } zc _ ����1ENS ,���' y t'\N� h ��C, F�nv / l E -1- \ I � w 46 Q Cleanup to maintain the effectiveness of the erosion control devices shall be made immediately.1?�� -� PAS / P� PROP. PAVEMENT _._ a ��, �� / OVERLAY AS -REQUIRED y � . a\' �rGp �g=� vK' r \ Q 0 Z � W � TREE LEGEND 6YMBO QUANTITY NAME HEIGHT AT TIME REMARKS OF PLANTING - EX. PARKING � � ,, � c,� \'` g ,. 4, R�} � � '�" LP \g TYP , � - �` I \ ;. U IP - y® `� 2 �3 3 3� PROF g 4a 6% �`�- 1. -- �� �b CE �� �� .F- \"\ f-- 1 - - ;.. _ �� --+-� -EP -. f• a' - = I ,,� � \1 s' ' ' -'_ f ; 4 _j am I G EX. EP RELOCATED LP x yP NOSE CURB DOWN ----� ��\p �' RELOCATED LP �� t. - -- - - - �_ .___. _. __,_ }� \ \i ;. U fj`., 1�,w z� ,n-`(PszpP' X , �, I- . 3 - ram" \�' �'� O i _ . ` � 6 O -J E-' Z � O � W E-+ U U O PARKING AREA *1 � 5 SUGAR MAPLE 2" CALIPER 6 ABOVE GRADE B4B PARKING AREA "2 ��, ` 9 SUGAR MAPLE 2" CALIPER g to" ABOVE GRADE BBB I. ALL PLANTINGS SHALL CONFORM WITH SECTION 165-368 OF THE PROCEDURE AND MAINTENANCE. FREDERIGK COUNTY ZONING ORDINANCE PLANT SELECTION PLANTING 2. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERIGK COUNTY PLANNING DEPARTMENT. �� �y� � ; .� l� � 5. ACTUAL LOCATION OF PLANTINGS MAY VARY FROM THIS PLAN. C] ON S ILAND15TU tl���_/ RE P5L D RH I \ �t 0 \fir � =" >-� � ... - r�\'Ike � �'� " _ 4�; 1 i + NOSE AC - it GJ '�hj CURS i �y 4 ° �, o Q �. , / ` �� .., Q ,`a ��. "\ i a I rt 1 $i �\' 2 „ \ \� `, , `f 1f i�©tVIK \� 4 RC -'a7 �. a �� U ,,NCO Q I r, ` i, ` Abe• ' ' 41 + \ LIJ � Q O r , A o ryV� U lJ DO NOT rune ternlmal Prue codaminant leaders leaderorrbranch tips R. ne rubble or cross braes (ABM NAME: j j: •'�,�\ rl 9~i w J ` k f1 " �- ...- _.__ _-._ ,-.. f� -�+ Prune narrow crotch angles and Hater spouts g DO NOT 5TAKE OR WRAP Prune broken branches TRUNK UNLE% NEGscEARY. REMOVE ALL TA65 AND LABELS. / CERTIFICATION [DATEC Q - b �' ;IP �7r j® 1� ��`- � V \ � � ���`� p o�� Q c� \� ,, � - - i5i '-r '- f ' ./ r j ' 43 P \ ,,...-- - ------._[' ._"------' -,� _ -" .r' `- � -_ -__ .__._ .. 1 'r^ • ' .-,,,• CD O O W Prune suckers NO LE55 THAN 2' CALIPER AT 6 ABOVE GRADE. 2'-3' from trunk THE RE5PON516LE LAND D15TURBER 1 f \ :- \� 65 I - \�4. I� __ _y -' mulch kept p 5 L/ son well to cantalnwater Gut away oil balling ropes and 15 THE PARTY RE5PON51BLE FOR , ; LJ' 5 � `'° %'' Remove top Of NM'e basket Widen and score hole wall UNAMENDED backFlll call = Partially backfill, Hater to - -I settle son, finish backfllling CARRYING OUT THE LAND D I5TURE3 ING-- ACTIVITY SET FORTH IN THE PUNS. � ° !, ,,-• _. ' ` �\ '` 10 `f'` - , �� ��� x ''� - T r . _- \ ( ' [ ` \ DATE: 5-02-08 Remove container and cut circling - - roots IF container -grown, or as much >45 ! \ , ° /' ` �� .t�� t ,-,_- f p / ���G � \ -�.. , SCALE: 1" = 20' burlap as possible If Field grown Area for water drainage Leave solid soil Pedestal- do not dig deeper than ball depth NOTE / t' y`J y , , `�. � � , .. � \ � �' •=� � '`. , f f' ,,/ � Dig hole 23 times root ball width I. A LAND 015TURBANGE PERMIT WILL NEED TO BE APPLIED FOR AND ISSUED BY THE FREDERIGK COUNTY PUBLIC, WORKS DEPARTMENT PRIOR PH,45E 2 - Pr4RKING AREA #2 20 10 0 20 40 DESIGNED BY: AS TREE PLANTING DETAIL NO SCALE TO INITIATING ANY SITE WORK. SCALE: 1"=2m' FILE N0. 2039 2. A PRE-GONSTRUGTION MEETING WILL BE REQUIRED PRIOR TO SCALE: 1" = 20' INITIATING ANY SITE WORK. SHEET 5 OF 6 STONE CONSTRUCTION ENTRANCE EXISTING 70MIN. A FILTER CLOTH- 6" MIN. I Al SIDE ELEVATION 12' MIN. 70' MIN. B ^. 10' MIN. LVDOT IF I I f-m,,n E DRAINAGE COURSE AGCREGAIE B TO SEDIMENT TRAPPING DEVICE • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION PLAN VIEW JtI.IIUN A -A EXISTING - PAVEMENT MOUNTABLE BERM (opnoA) f0' MIN. EXISTING PAVEMENT 10' MIN. SECTION B-B SOURCE. AOAPIfD from 198J Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plote J.02-1 GRA VEL AND WIRE MESH DROP INLET SEDIMENT FIL TER 18" MIN. - GRAVEL (12"MIN. DEPTH) RUNOFF WATER WITH SEDIMENT Jill Q I��IIIIII�. a: - SEDIMENT WIRE MESH FILTERED WATER SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. ' GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE. 3.07-2 SILT FENCE CULVERT INLET PROTECTION DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION 1.0' 1.5' FLOW � 2.5' •VDOT #3, #357, /5, /56 OR #57 COARSE AGGREGATE '-CLASS I RIPRAP TO REPLACE SILT FENCE IN HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VOOT Standard Sheets and Va. DSWC PLATE. 3.08-1 TABLE 3.31-13 ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Rate Planting Dates Species (lbs./acre) Sept. 1 - Feb. 15 Feb. 16 - Apr. 30 May 1 - Aug. 31 50/50 Mix of Annual Ryegrass (Lolium multi-florum) & Cereal (Winter) Rye (Secal cereale) Anual Ryegrass (Loliium multi-florum) German Millet (Setaria italica) 50 - 100 M� 11041 50 Seeding Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no more than one inch deep. Grasses and legumes shall be planted with no less than 1 /4" soil cover. TABLE 3.32-C SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Total Lbs. Minimum Care Lawn Per Acre - Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 90-100% - Improved Perennial Ryegrass * 0-10% - Kentucky Bluegrass 0-10% High -Maintenance Lawn Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125 lbs. General Slope (3:1 or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. 150 lbs Low -Maintenance Slope (Steeper than 3: 1) - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. - Crownvetch *** 20 lbs. 150 lbs * Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. ** Use seasonal nurse crop in accordance with seeding dates as stated below: March, April through May 15th Annual Rye May 16th through August 15th Foxtail Millet August 16th through Sept.,Oct. Annual Rye November through February Winter Rye *** If Flotpea is used, increase to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegross may also be included in any slope or low-maintance mixtures during warmer seeding periods; add 10-20 lbs/acre in mixes. BL 0 CK & GRAVEL CURB INLET SEDIMENT FIL TER CURB INLET , logAsi�J ►��i^c 1 ice♦ ►��I?�i� ����: RUNOFF OVERFLOW WATER WITH FILTERED WATER SEDIMENTrr - Mimi SEDIMENT 1 WIRE SCREEN 2" X 4" WOOD STUD CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE SOURCE: VA. DSWC PLATE 3.07-8 T-01-3,4 STANDARD IC-2 FRAME Ala COVER I I PRECAST ., FACE OF . BLOCK ! 3 BARS .. T-D" f: f:'- 1"�%:^ PRECAST THROAT 2" 4', e1/ PWCAST FACE -IJ• 11MV BLOCK 2" ISOMETRIC e^ f/z' FI 4.. 1+ CURB DROP INLET THROAT SECTION } j ALTERNATE DESIGN �'• X 4• HOLES EACH END \i ! BACK OF SEE NOTE t f CURB LINE 1-RADIUS r,-i 2^ i I i1 I X4 EIMS 7162 PRECAST .7 BLOCK NOTE: DOWEL HOLES PROVIDED TO PREVENT SETTLEMENT OF AMCENT CONCRETE, I I /4^ II•f I ALTERNATE DETAIL FOR FACE BLOCK _ _ __ 2" _ _! DETAIL A (NOSE TYPE B) PLAN 2" NOMINAL --1I•�- 2" C� OFF Sa 4" NOMIN& 4. r- --7 X 4' •LE F[X2 L------------_--__------_� DOWELING TO CURB i FACE OF BLOCK r ^{ BACK VIEW END VIEW NOTES: ALTERNATE NOSE ALTERNATE DETAIL B 1. 2" s 4" NOTCH MAY BE FORMED VATH STRAIGHT SIDES, SUES OR TAPERED SIDES WITH RADIUS. TAPERED DETAIL A 2.ALL DETAILS NOT SHOWN TO BE IN ACCORDANCE WITH SHEET I OF 2- (FOR U5E WITH MOUNTABLE CURB) SHEET2 OF 2 SPEKICATION REFERENCE STANDARD PRECAST TOP UNITS 105 233 302 MIGNA DEPARTMENT OF TRANSPORTATION 103,06 INS-RTA LE SHEET AI/ 9 cc s NOTES: 1. TI115 IT-U FAAY BF PRI-CAST OR CAST I\1 FI A-CF. 2. CONCRETE TC BE CLASS A➢ IF CAS- N P-ACE, 4000 PS IF °RECAST. 3. CCIADF A-b0H CLJR9 & GUTTER FPNING A ?AnI.PS cF 30, F=F- OR I F3= (AI ONC FA�.F nF CLIRIR) SH.AI I nr PAII rOR AS RAMA1 •,^.ONnINATIOV cLIRn M GU-T-n. 4. FOR USE 'NTH STPBILIZED OPEN-CF^DEG DRAINAGE LAYER, THE 30TTOM OF THE CURB ,VHD GUTTER STALL BE CCNSTRUC-E: PAPALLEL 0 1 dF S CPF OF -' LHHAjF COL1kSF S iWD TO -HE DEPTH O= THE PAVEMENT. 5. ?L.-CWABLE CRITERIA FOR THE USE CF CG-6 IS BASED ON RCADWAY C-ASSFICATION 4 �-�" P AND CESGN SPEED AS S-IJ'!/N IN APPENCIX A CF TFE VDOT ROAD DESIGN MQ111A_. %iY` � 6• t>' > TIE BOTTCP CF TrE CJRB RIC) CJTTER MAY BE CCNSTRUCTED PARALLEL TO THE SLOPE CF SJEBASE COUR=ES-ROVIDEC A MINIMIL110 DEPTH CF 7' 1 IS PAAlNTA1NED. IS AREA VA( BE CONCRETE AT 711F O'TION 0- -II- CONTNA.C-OR EFECIFICATIO`I ?EFE?ENCE C0l`\/1B NA-101"d 6'' CLRB '{ GUTTER 'O5 502 'ARMNIA 0FPARTMFNT OF TRAVSPOP.TATIOV IX_3A_3B_3C r 1 ■ ■■ ■ ■■ ■ We 11S _ _Blame, ■,_ __ _I■ __ ._ r_ __ __ __� _��►w�re�riaeaa L-VariabN-Yae. 20' I~2•-j e 2'_e e" -0 rAI �e I L Ban F ` Bon E B r' • 3• Diameter ep WeHole FRONT ELEVATION (Gutter removed) A TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 h CG-7 STANDARDS. TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 STANDARDS. GALVINIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68' 30' CONNECTORS AND IS TO BE ANCHORED WITH 1/2- X 4- STUD SHEAR WELDED TO BENT PLATE 2' C-C. 7EV. 9/C6 2D1 03 Expansion Jdnt erect .� lead ran a 1 1 ,, Approach Cutter I, Exlsti g or s• We 0"H- Ban B Prof.-,, ran 0 - . rY T Sidewalk N 11- c I Subbase I DfMardware 5sts" I eep Hole Cloth r I I Steps an to a pnNdN wben H e. .. Ile 4'-0' or greater. e' 1~!,-Y -i e• I- IFar else Mass eN St'd. ST-1. 3 G-'1 SECTION A -A 4� e'uin. 1G•Mae. z-• v ApP,•aa, cams t L2)f•x2A'x%" ele,p•e Omer Galvanized Bs• r eyed Cenet. J1c @an A 2-IC I V/q7e r e�,n. ran• A 12 Mn :X. d 21j' T 2, 1 � ran E Type A Type B SECTION B-B K'x4- Stud connector weldod to angle kan at 2' e-e. NOSE DETAILS 2-1 �Appr. Pee. DI-3A DI-38 0I-3C We pie P° t- 1- L -y L I L 1 T l I FI • �t•-0.� 1 O 1 �` �aw DETAIL WHEN USED O ADJACENT TO CURB For use in sage WITHOUT GUTTER For uee an grades Both aides to be symmetrical Sheet 1 of 2 STANDARD CURB DROP INLET I SPECIFICATION 12"-30" PIPE MAXIMUM DEPTH (H)=8' REFERENCE VIRGINIA DEPARTMENT 233 104.09 of 302 TRANSPORTATION MINIMUM CONSTRUCTION STANDARDS NARRATIVE AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED WITH THIS PLAN MUST BE CON515TENT WITH THE VSECH FOR 4VAC:50-30-40 MINIMUM STANDARDS: 1. PERMANENT OR TEMPORARY 501L STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOILS STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREA5 THAT MAY NOT AT FINAL GRADE BUT WILL REMAIN DOFJ-1ANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 2. DURING CONSTRUCTION OF THE PROJECT, 501L STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR 15 RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON 51TE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT 51TE. 3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER 15 ACHIEVED THAT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION, 4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH A5 DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN, A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LE55 THAN THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREA5 THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARD5 PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BA51N DURING A TWENTY-FIVE YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF A BARE EARTH CONDITION OF THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. `i. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTION A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED_ 0. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 10, ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 11. BEFORE NEWLY CONSTRUCTED 5TORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 12. WHEN WORK IN A LIVE WATERCOURSE 15 PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. 13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY 51X-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTION OF NONERODIBLE MATERIAL SHALL BE PROVIDED. 14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING OR CROSSING LIVE WATERCOURSES SHALL BE MET. 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. 16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME, B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND 'DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-51TE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. 11. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT 15 TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY- SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT 15 REMOVED IN THIS MANNER. THIS PROV151ON SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND-D15TURBINGs ACTIVITIES. 10. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLE55 OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. NO EROSION CONTROL MEASURE CAN BE CHANGED OR REMOVED WITHOUT THE PERMISSION OF THE SHENANDOAH COUNTY INSPECTOR. 19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF. 20. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. Seedlna Notes: I. Topsoil shall be spread at a depth of 4". 2. Pulverized agricultural limestone shall be incorporated into the soil at a rate of c12 lbs. per 1,000 sq. ft. (2 tons per acre). 3. Fertilize with 10-10-10 at a rate of 23 lbs. per 1,000 sq. ft. (1,000 Ibs. per acre). 4. Seed mix shall consist of 6-1% Kentucky 31 Tall Fescue and 33% Sericea Lespedezo applied at a rate of 120 Ibs, per acre. 5. Straw mulch shall be applied to all seeded areas at the rate of 3,500 lbs. per acre and anchored with cutback or emulsified asphalt applied at a rate of 200 gallons per acre. 4" REINFORCED CONCRETE 3000 Psi 411 SUBBASE (21-A STONE) WIDTH VARIES \ - SEE 51TE PLAN 1/4" ■ I' 4 4 4' d: '. -I I I -I I I -I I I -I I I -I I I -I I I -I COMPACTED SUBGRADE (W% DENSITY) CONCRETE 5IDEW,4LK E)ETA4IL (NOT TO SCALE) x V x x W W Z Z WCQ O to CD 01) aa) (mod 61 co U CD L Z ~' 0) I �' W C LU �� �I � � � atoao 0 .r ,--I E- P , t` In In $, ►, I. a) o a) :, - DO U) CL r W 8 MARK SMITH N0, 0222837 sSIONAL ,�yCs E cc �11 D O C U cc V U W a a co ZZ1:2�� he fs I E- W � Q U E- U) � U J U (� ~ � W Z _0 ~ V1 F-i Q W Q Iss- Q 0 Ua) � � Q E r , Z 0) U 7) IIIIIII� 0 0. 0 � a � W 3: Iwo V DATE: 5-02-08 SCALE: N/A DESIGNED BY: AS FILE NO. 2039 SHEET 6 OF 6