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HomeMy WebLinkAbout34-09 Galilee Christian Ch. - Fellowship Building - Gainesboro - Backfile (2)GENERAL NOTES 1. DEVELOPMENT OF THE SITE INCLUDING CONSTRUCTION AND MATERIALS WILL BE IN CONFORMANCE WITH CURRENT FR D RI K COUNTY AND /OR VIRGINIA DEP ARTMENT OF TRANSPORTATION STANDA RDS AND SPEC IFICATIONS. 2. EROSION AND SEDIMENT CONTROL DEVICES TO BE IN PLACE PRIOR TO ANY CONSTRUCTION. REFER TO EROSION AND SEDIMENT CONTROL PLAN FOR PHASING AND DETAILS, N N ANY 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE OWNER AND THE ENGINEER OF CHANGES OR CONDITIONS ATTACHED TO PERMITS REQUIRED FOR CONSTRUCTION. 4. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR EQUIPMENT OF MUD AND DEBRIS, PRIOR TO ENTERING STATE RIGHT-OF-WAY. IT IS THE CON TRACTOR'S RESPONSIBILITY TO CLEAN STREETS OF MUD AND/OR OR IN A AN AND THAT STREETS ARE KEPT CLEAN APPROPRIATE MEASURES NECESSA RY TO ENSURE S N T TAKE ALL APPRO E S LAYING DUST AND 0 DUST FREE CONDITION AT ALL TIMES, 5. THE CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION ACTIVITIES, 6. THE CONTRACTOR SHALL CLEAR THE SITE OF ALL TREES, BUILDINGS, FOUNDATIONS, ETC. WITHIN THE LIMITS OF F EXISTING AND OR ABANDONMENT0 S R COORDINATING ANY DISCONNECTION H RESPONSIBLE FOR C00 D G N TR CTION AND SHALL BE COS U / UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND ABANDONING ALL EXISTING WELLS AND/ OR SEPTIC DRAIN FIELDS AND COORDINATING THEIR ABANDONMENT WITH THE HEALTH DEPARTMENT, 7. ALL LAND ON OR OFF -SITE WHICH IS DISTURBED BY CONSTRUCTION AND WHICH IS NOT BUILT UPON OR SURFACED, SHALL BE ADEQUATELY STABILIZED TO CONTROL EROSION AND SEDIMENTATION. 8. CONTACT "MISS UTILITY" AT 1-800-552-7001 A MINIMUM OF 72 HOURS PRIOR TO ANY EXCAVATION WITHIN PUBLIC RIGHT-OF-WAYS OR WITHIN AREAS SERVED BY UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE PRESENCE OF ANY UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION, 9. PINE HILLS ENGINEERING, PC DOES NOT CERTIFY TO THE LOCATION OF OR THE EXISTENCE OF ANY EXISTING UNDERGROUND UTILITIES. ANY UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE RECORDS AND DISCUSSION WITH THE OWNER. THIS DOES NOT CONSTITUTE A GUARANTEE OF THEIR ACTUAL LOCATIONS OR THAT THEY HAVE ALL BEEN SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES PRIOR TO BEGINNING ANY CONSTRUCTION TO DETERMINE THE EXACT HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES. THESE TEST HOLES WILL CRITICAL RA CHANCES. IF W AN EXISTING C L GRADE C BE MADE TO VERIFY ALL CROSSINGS BETWEEN NEW D E S G FACILITIES AND AT C CONDITIONS ARE FOUND IN THE FIELD, WHICH ARE MATERIALLY DIFFERENT FROM THE PLANS, THE CONTRACTOR SHALL NOTIFY PINE HILLS ENGINEERING, PC SO THAT APPROPRIATE REVISIONS IF WARRANTED CAN BE MADE TO THE PLANS, 10, CONTROLLED FILLS AND SUB GRADES: TRENCHESF R TILITIES AND IN FILL SECTIONS FOR PAVEMENT, O U A) CONTROLLED COMPACTION SHALL OCCUR IN ALL LL SEC 0 S, N TH ANY AREA OTHERWISE DESIGNATED 0 THE DRAWINGS. D B) CONTROLLED FILLS SHALL BE COMPACTED TO A MINIMUM OF 95% DENSITY AS DETERMINED BY METHODS AS PER STANDARD PROCTOR AASHTO - T99 EXCEPT THE UPPER EIGHT (8) INCHES OF SOILS BELOW THE PAVEMENT SUB BASE STONE, WHICH SHALL BE COMPACTED TO 100% OF THIS STANDARD AS DIRECTED BY A QUALIFIED GEOTECHNICAL ENGINEER, C) CONTROLLED FILL SHALL BE COMPACTED IN EIGHT (8) INCH LIFTS (LOOSE THICKNESS) TO THE SPECIFIED DENSITY, BEGINNING FROM THE EXISTING GROUND SURFACE, UNLESS OTHERWISE APPROVED IN WRITING BY A QUALIFIED GEOTECHNICAL ENGINEER. 11. ALL TESTS, STUDIES, ETC., REQUIRED DURING CONSTRUCTION WILL BE CARRIED OUT BY THE CONTRACTOR, 12. THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE OWNER OF COMPLYING WITH OTHER APPLICABLE LOCAL, STATE AND FEDERAL REQUIREMENTS. 13. CONSTRUCTION BLASTING IS LIMITED BETWEEN THE HOURS OF 8:00 AM TO 5:00 PM OR AS OTHERWISE PERMITTED. 14. ALL PROPOSED ELEVATIONS AS SHOWN HEREIN ARE FINISHED GRADE UNLESS OTHERWISE NOTED. 15. MAINTAIN A MINIMUM VERTICAL CLEARANCE OF ONE (1) FOOT SIX (6) INCHES BETWEEN CROSSING OF ALL UTILITIES LINES UNLESS OTHERWISE NOTED. 16, CBR TEST SHALL BE PERFORMED PRIOR TO DETERMINATION OF FINAL SUB GRADE ELEVATION FOR PAVEMENT AREAS, SOILS TESTS OF SUB GRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED SUB BASE THICKNESS PRIOR TO CONSTRUCTION. ALL SUB GRADE TO BE COMPACTED TO 95% DENSITY AT 20% OF OPTIMUM MOISTURE CONTENT PER AASHTO-T99 METHOD UNLESS OTHERWISE DIRECTED BY AN APPROVED GEOTECHNICAL REPORT. 17, CHANGES OR REVISIONS IN CONSTRUCTION PLANS AND SPECIFICATIONS SHALL NOT BE MADE UNLESS FIRST APPROVED BY THE COUNTY ENGINEER AND OTHER APPROPRIATE AGENCIES. FCSA CONSTRUCTIONNOTES 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 LIME: A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS. 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 NO. 1048 OR 1047. RADIO READ REMOTES ARE REQUIRED, 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, FIRE FLOW DATA: HYD# STATIC PRESSURE = RESIDUAL PRESSURE = AVAILABLE FLOW = SOURCE: DATE: VDOT GENERAL NOTES V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Deportment of Transportation (VDOT ) Road and Bridge Specifications and Standards, rds, 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 h m stringent shall govern. and Regulations, t e ost st a 9 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, r y, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, rthermore all traffic control floggers must be certified in accordance cordance with Section 104.04(c ) of the VDOT Road and Bridge Specifications. V4. The developer shall be responsible for relocating, at expense any and all utilities, es , including traffic signal poles, junction boxes controllers, etc., owned by VDOT or Privote/P ublic utility compan ies, It is the sole responsibility of the developerto locate and identify entif Y r m h m in conflict with hproposed construction activity. VDOT utility facilities o items that may be co ct t the y 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 n undetermined length f time. VDOT requires and shall receive 48 hours advance notice o any ete gt o f e 0 eq a c 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 A 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. i Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. N V15. VDOT Standard CD and LID 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/ paivement 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 CC-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. Virginia Department of Transportation Staunton District Rev. May 1, 2004 32C SITE 32B 32C 14C 32B 14B SOIL DA TA NUMBER NAME SLOPES K-FACTOR R I OIL HYDROLOGIC D OLOG C S RUNOFF / EROSION POTENTIAL 14C FREDERICK-POPLIMENTO LOAN, 7 TO 15 PERCENT 0.32 B LOW/MODERATE 328 OAKLET SILT LOAM 2 TO 7 PERCENT 0.37 C MODERATE 32C OAKLET SILT LOAM 1 7 TO 15 PERCENT 1 0.37 1 C I MODERATE SOILS MAP SC.AIE:•1 "=500' LEGEND BOUNDARY & R/W LINE EASEMENT LINE EDGE PAVEMENT CENTERLINE FENCE LINE RAILROAD GAS LINE OVERHEAD ELECTRIC UNDERGROUND ELECTRIC LINE OVERHEAD TELEPHONE LINE UNDERGROUND TELEPHONE LINE ROADSIDE DELINEATORS GUARDRAIL OR TRAFFIC BARRICADE WATER MAIN BUILDINGS RETAINING WALL SIDEWALK ASPHALT TRAIL HEADER CURB CURB &GUTTER SANITARY SEWER STORM SEWER DITCH, SWALE OR SMALL STREAM LARGE STREAM CONCRETE DITCH TREES . 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W �11 4 � i Y b 1 a �, � � =i'. -. r """:C 9,, -,' -,:, 4 - 2 It aN"; *i - � u �s, k b F k�A R11 �� i,IV 9 �� �;& t22 qg }�, �' � .. 3 {` �A-,1�'-,,&.A,�.�C,a;,1r�,J",,r�,,� :*-�Y�--)IW",'�,I.-� , I '!-�r,M,,�,"""-t,- o,."-,,,,�9.1r1,y,.,k�,-,,r.i:t,,-t,�L,,_T,�, g"_,!*1,, $," ,, w 9 r t' a n 4 m� r. 5 �. f , .r 5,',, r, R,,.,: VICINITY MAP SCALE.•1 "=1000' ZONING TABULATIONS ,w 11' O 4 { j{7f e M , 11 �. roro411 w /-.,� t �...�F t"...s 'W..�f° Y" Z"r' d �a t (( . f . 3 ,, r 1 i Y M J� �^�: .F ' 7' T u ' r `" ,t .� : •Ca s , Jr R"'- ''w �.« -x ,� • "; , ¥ :fin i; i ;'y 7,4 a. %G, rxr: ( ,.` .,5, . 111�1 ;T el# -_ , , c � ti e .. ,. e a' ,, , \ , - /, °�•a +u,". ''�T, ' . r/ ZONE.- RA _ PARKING CALCULATION TAX MAP: 32-A-44E REQUIRED SPACES: EXISTING USE: VACANT CHURCH/ASSEMBLY HALL & MEETING ROOMS PROPOSED USE: CHURCH (FELLOWSHIP BUILDING) 1 SPACE/3 SEATS SEATING CAPACITY = 100 700 SEAT CAPACITY/3 = 34 SPACES EX. LOT AREA = 5.32 ACRES PROVIDED SPACES: PROJECT AREA = 1.64 ACRES TOTAL SPACES ONSITE = 50 SPACES PROP, BUILDING GFA = 6,256 S,F. (3 128 S.F. MAIN FLOOR, 3 128 S.FUNFINISHED BASEMENT� D-2 HANDICAP SPACES REQUIRED HANDICAP SPACES PROVIDED = 2 (1 VAN ACCESSIBLE) F,A. R. = 6, 256/231, 739 = 0,027 REQUIRED BUILDING SETBACKS REQUIRED PARKING SETBACKS FRONT YARD = 60' RIGHT-OF-WAYS = 10' SIDE YARD SETBACK = 50' PROPERTY LINES = 5' 1 REAR YARD SETBACK = 50' PROVIDED BUILDING SETBACKS PROVIDED PARKING SETBACKS FRONT YARD = I30.5' RIGHT-OF-WAYS = 20, 1 ' SIDE YARD SETBACK = 55. I' PROPERTY LINES = 34.5' REAR YARD SETBACK = 397.7' MAX. BUILDING HEIGHT = 35' PROP. BUILDING HEIGHT = 33' SIGNAGE ALL SIGNAGE, BUILDING MOUNTED, MOUNUMENT OUTDOOR LIGHTING STYLE, FREESTANDING SHALL REQUIRE A PERMIT ALL LIGHTING SHALL BE SHIELDED TO PREVENT GLARE FROM THE COUNTY AND COMPLY WITH THE ON ADJOINERING PROPERTIES, RIGHT-OF-WAYS, AND ZONING ORDINANCE. APPROACHING AIRCRAFT SEE LANDSCAPE PLAN FOR CALCULATIONS HANDICAP PARKING NOTE CONCTRACTOR SHALL ENSURE THAT ALL HANDICAP SPACES AND ASSOCIATED AISLES SHALL SLOPE NOTE.- ALL UTILITIES SHALL BE NO MORE THAT 2% IN ALL DIRECTIONS INSTALLED UNDERGROUND. Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. P.O. Box 1877 P.O. Box 2400 Winchester, VA. 22604 Winchester, VA 22604 ,a H Opt, (540) 868-1061 (540) 869 -1 1 1 1 "I � GZ Power; Allegheny Power P.O. Box 1458 Phone: Bell -Atlantic * o U M .HA . STIC Hagerstown, MD 21741 P.O. Box 17398 Baltimore MD 21297 'd 1 - 800-654-331 7 (301) 954-6282 LICEN 0;,,�, 0311 2 4' 12/9�09 C SS/ONA L SHEET INDEX 1. COVER SHEET PROFESSIONAL SEAL &SIGNATURE 2. EXISTING CONDITIONS J. SITE PLAN 4. GRADING PLAN 5. EROSION & SEDIMENT CONTROL PLAN THESE PLANS ARE IN 6, STORMWATER COMPUTATIONS CONFORMANCE WITH COUNTY 7. LANDSCAPE PLAN OF FREDERICK STANDARDS 8. LIGHTING PLAN AND ORDINANCES. ANY 9. DETAILS DEVIATION OR CHANGE IN THESE PLANS SHALL BE OWNERS SIGNATURE APPROVED BY THE ZONING A �k� Ji IZ_ I(, 0- ADMINISTRATOR PRIOR TO CONSTRUCTION. GALILEE CHRISTIAN CHURCH DATE @D ° °0 � p� I�J / �- "a - :::�ta, ' " 6. .ri/V �' /,� / � 0 0, lmnrl C p®l GALILEE HRISCHRH DA E ;� nn F-I Rao nr>�, M -- fi)C\ OWNER TRUSTEES OF GALILEE CHRISTIAN CHURCH 1831 WELLTOWN ROAD CLEARBROOK, VA 22624 (540) APPLICANT TRUSTEES OF GALILEE CHRISTIAN CHURCH 1831 WELLTOWN ROAD CLEARBROOK, VA 22624 (540) ENGINEER PINE HILLS ENGINEERING, PC P.O. BOX 1168 PHONE: (540) 622-3405 FRONT ROYAL, VA 22630 FAX: (540) 636-1709 APPROVED BY.' FREDERICK COUNTY ZONING ADMINISTRATOR ZONING ADMINISTRATOR SIGNATURE IS VALID FOR FIVE YEARS FROM THE DATE OF APPROVAL OF THIS PLAN, 2,c�C 5 DATE o - N W 0 v 0 s c, m CL a Q W z o z v Z„ c� � ., z z o Q ,O .Co MEMENOM , I Q ,F__4 z V J U � '-q of t W UILL, = C�:) i­- = �' z (/) r 1 O 0 � v (ifO W O U m O w U WUU z� CD� 0---4 w Cif Li 0 DATE SEP. 9, 2009 PROJECT NO. 0617-08 CADD FILE 0617cs I SHEET 1 OF 9 LINE TABLE LINE BEARING DIST. L I N 75' 17'02 " E 100. 15 ' L2 S 14'17'08" W 115.00' L3 S 08'1938" W 74.39' L4 S 00'43'11 " E 57.92' L5 S 66°25'30" W 54.25' L6 N 13'49'55" E 7.55' wFlEw"r►:iffa NO, RADIUS ARC TAN BEARING CHORD DEL TA C 1 725, 00' 18, 42' 9. 21 ' S 13'33 28 " W 18, 42' 01 '27 20 " C2 725.00' 68.68' 34.37' S 10'06'58" W 68.66' 05'25'40" C3 1934, 86' 231. 34 ' 115. 81 ' N 70 °03 29 " W 231, 20' 06'51 '02 " 78" CMP - 30 LF IN = 757.43 OUT = 757.09 NOTE.--ONSITE TYPICAL _ PAVEMENT SECTION SHALL BE USED ON THE PRd PO:-EQ ENTRANCE OFF ROUTE 686-`— EX. 18" CMP - 40 LF IN = 756.32 OUT = 755.83 36LF - 18" RCP © 1.07 SLOPE 4' DIA. RISER, SEE DETAIL SHT 7 PROPOSED SWM DETENTION POND, / SEE GRADING PLAN __ PIN 32-22-4 _a G.M. HOMES, LL C NUMBER THREE INSTR. J040001429 ZONED: RA - USE: RESIDENTIAL 12 EX. 18 " CMP - 30 L F IN = 738. 10 OUT = 737.87 i i r / r S 87'02'01 " E 81.56' 1 , / � o rn Q' II ESMT FOR THE BENEFIT OF V PIN 32-A-43 #060023711 I 2 " PVC FORCE MAIN �P Il I (SEE SEWAGE DISPOSAL PLANS) / �0 P/N 32 A-44E I l 5,3227 ACRES SD B� � l J7384°v / SEPTIC TANK & PUMP / — _ I I WHEELSTOP (TYP.), 4 " PVC GRAVITYSEWER LINE / PROP. /SEE DETAIL SHEET 7 2.087MIN. SLO 1 SELL_ A/ TANK (SEE SEWAGE I / / DISPOSAL PLANS) l / 0 27,9, /l / S �6. �5183 � �---7,LOCATION OF EX. APPROVED GRAINFIELD #95007073 PIN 32-A-43 7.3378 ACRES -EX. MAUSOLEUM CEMETERY i EX. 18" CMP - 20 LF 12'X20' CONC. DUMP. IN = 741.80 PAD W/ ENCLOSURE, , OUT = 741.94 aSEE DETAIL SHT. 9 v � � I -- EX. CHURCH I 0 w N o� Mz 0o SURVEY MARSH & LEGGE LAND SURVEYING DESIGN MSS DRAWN MSS CHECKED MSS DATE A UG. 2008 SCALE HORZ: I" = 40' VERT: N/A SEAL <,�'�L TH OF AHAA--SSTIC n � Lic.11o,,_ 31162 k���, 12/9/09 sSJONAL BUILDING �\ I 749.35 IA" o \ O O O FX OqC 9 sr �c5CD - o BENCHMARK _ tv EX 18" CMP 40 LF QD ' ` % TOP OF WELL CAP ° ` ', IN = 743.38 ELEV.=754.72 w OUT = 743.40 00?0,j V � F ti Ory0 �,j3� `-BRICK L t S ` 1 \\ 1 1 EX. 18 CMP - 80 LF IN = 744.01 OUT = 743.84 rNO. 40 20 0 40 80 FILE SCALE: 1 " = 40' SHEET CD r� z z m o0 J m W LL- o LLjU Z � <o W Cof w W O 0 O � 0617-08 0617planset 30F9 EROSION AND SEDIMENT CONTROL NARRA TI VE PROJECT DESCRIPTION THIS PROPERTY /S LOCATED IN FREDERICK COUNTY, VA APPROXIMATELY 5 MILES NORTH OF THE CITY OF WINCHESTER ON THE CORNER OF WELLTOWN ROAD AND RUSSELL ROAD, THIS PROJECT CONSISTS OF CONSTRUCTION OF A GALILEE CHURCH FELLOWSHIP BUILDING ON THE PROPERTY ADJACENT TO THE EXISTING CHURCH BUILDING. CONSTRUCTION IS EXPECTED TO BEGIN IN FALL OF 2009 AND TAKE APPROXIMATELY 4 MONTHS TO COMPLETE. THE TOTAL PARCEL AREA IS 5.34 ACRES WITH APPROXIMATELY 1.7 ACRES BEING DISTURBED FOR THE SITE DEVELOPMENT PORTION OF THIS PROJECT (AN ADDITIONAL 0.7 ACRES OF AREA TO IS RESERVED FOR SEPTIC INSTALLATION). EXISTING SITE CONDITIONS THE SITE CURRENTLY IS SERVED BY VIRGINIA SECONDARY ROUTE 686 - RUSSELL ROAD, A GRAVEL ROAD. THE SITE DRAINS BOTH TO THE SOUTH THOUGH AN EXISTING CULVERT UNDER RUSSELL ROAD, AND A SWALE WHICH DRAINS /N AN EASTERLY DIRECTION UNTIL HEADING NORTH ALONG WELLTOWN ROAD THE SITE IS CURRENTLY VACANT. ADJACENT PROPERTY THE SITE IS BOUNDED BY RESIDENCES TO THE NORTH AND WEST, THE EXISTING GALILEE CHRISTIAN CHURCH BUILDING AND CEMETERY TO THE EAST AND RUSSELL ROAD AND AGRICULTURAL AREAS TO THE SOUTH. OFF -SITE AREAS THERE ARE NO OFF -SITE AREAS ASSOCIATED WITH THIS PROJECT SOILS PER THE USDA SOIL SURVEY OF FREDERICK COUNTY VIRGINIA, THE PREDOMINANT SOILS FOR THIS SITE ARE CAKLET SILT LOAM AND FREDERICK-POPLIMENTO LOAM WITH SLOPES VARYING FROM 2 TO 15 PERCENT THE EROSION HAZARD FOR THESE SOIL TYPES IS LOW TO MODERATE. SEE SOILS MAP ON SHEET 1. CRITICAL AREAS CRITICAL AREAS, IF ANY, ARE MARKED BY A STAR AND CONSIST OF J:I SLOPES, THESE SLOPES HAVE THE POTENTIAL FOR GREATER EROSION AND SHALL BE STABILIZED AFTER REACHING FINAL GRADE. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. STRUCTURAL MEASURES PHASE I: SILT FENCE (3,05) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO FILTER RUNOFF FROM DISTURBED AREAS BEFORE IT LEAVES THE SITE. CULVERT INLET PROTECTION (3.08) SHALL BE PROVIDED ON ALL EXISTING DRAINAGE INLETS TO PREVENT SEDIMENT FROM ENTERING, ACCUMULATING IN AND BEING TRANSFERRED BY A CULVERT OR STORM SEWER SYSTEM. ROCK CHECK DAMS (3.20) SHALL BE INSTALLED IN EXISTING DRAINAGE SWALES AND DITCHES TO REDUCE THE VELOCITY OF CONCENTRATED STORMWATER FLOWS, THEREBY REDUCING EROSION OF THE SWALE OR DITCH, SOIL STABILIZATION MATTING (3.36) [OR RIP RAP IF SITE CONDITIONS DICTATE MATTING WILL NOT STAY IN PLACE] SHALL BE PLACED IN DITCHLINES AS SHOWN ON PLANS TO PREVENT CHANNEL EROSION. TEMPORARY SEEDING (3.31) AND/OR PERMANENT SEEDING (3.32) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS, PHASE ll.' ALL CONTROLS INSTALLED IN PHASE I SHOULD REMAIN UNTIL THE SITE IS STABILIZED. TEMPORARY SEEDING (3.31) AND/OR PERMANENT SEEDING (3.32) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (5) MONTHS. TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5) DAYS AFTER GRADING. RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION NO.: DA TE THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE, THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING. DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS, IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED, ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS IS ESTABLISHED, TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 507. TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY, THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. SEEDING SHALL BE DONE ACCORDING TO STANDARD AND SPECIFICATION NO. 3.32 OF THE VESCH, STORMWATER MANAGEMENT SITE RUNOFF FOR THIS PROJECT WILL BE CONTROLLED VIA A STORMWATER RETENTION POND TO REDUCE THE POST DEVELOPMENT RUNOFF FROM THE NEW CONSTRUCTION TO LEVELS BELOW PREEXISTING CONDITIONS, THE POND WILL OUTFALL INTO AN EXISTING NATURAL DRAINAGE SWALE DRAINING TO THE EAST, TOWARD WELLTOWN ROAD AND CONTINUE ALONG THE EXISTING DITCHLINC IN A NORTHERLY DIRECTION ADJACENT TO THIS ROADWAY. PHASES OF LAND DISTURBANCE ACTIVITIES 1, CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY. 2. PLACEMENT OF SEDIMENT CONTROL DEVICES, 3. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING GRADING OPERATIONS. 4. CLEAR AND GRUB REMAINDER OF SITE. 5. ROUGH GRADE SITE. 6. RESTORATION AND STABILIZATION OF DISTURBED AREAS. 7. REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR. THIS SHEET FOR EROSION AND SEDIMENT CONTROL ONL Y LINE TABLE LINE BEARING DIST. L 1 N 75' 17'02" E 100,15' L2 S 14' 17'08" W 115.00' L3 S 08°19'38 W 74.39' L 4 S 00'43' 11 " E 57.92' L 5 S 6625,30 " W 54.25' L6 N 13°4955" E 7.55' CURVE TABLE NO, RADIUS ARC TAN BEARING CHORD DELTA C 1 725.00' 18, 42' 9.21 ' S I3°33'28 " W 18. 42' 01 °27 20" C2 725.00' 68,68' 34.37' S 10°06'58" W 68.66' 05°25'40" C3 1934.86' 231.34' 115.81 ' N 70°03 29" W 231.20' 06°51 '02" I�� r ll �o �l i RIP -RAP STONE AT PARKING LOT OUTFALL,, INV.. (75Z43 (B � v EX. 18 " CMP - 30 L F 0 IN = 757.43 OUT = 757.09 SF P EROSION/SEDIMENT CONTROL LEGEND NO. KEY SYMBOL DESCRIPTION 3.02 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 SF X----- x X SILT FENCE 3.07 IP STORM DRAIN INLET PROTECTION 3.09 DD DD TEMPORARY DIVERSION DIKE 3.10 FD FD TEMPORARY FILL DIVERSION 3.12 DV DIVERSION 3.13 ST TEMPORARY SEDIMENT TRAP 3.18 OP OUTLET PROTECTION 3.20 CD �' - -' -- CHECK DAMS 3.33 SO SO SODDING 3.38 TP 0-0-0 TREE PROTECTION LCG LIMITS OF CLEARING & GRADING DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START PIN 32-22-4 G.M. HOMES, L L C NUMBER THREE INSTR. #040001429 ZONED; RA - USE: RESIDENTIAL EX. 18" CMP - 30 LF _ IN = 738. 10 OUT = 737.87 � f ,. / rd , / t f Z I / , Y Q r S 76i ✓ v \ 0 04 E K I 75j�8 SF ,' P 32-A-43 _ a 1_ 8 ACRES GA .r 1 CEMETERY ^i' I I i , � �� � ���� � � � � t I cr � �.. V ``�•;,, � r t1 EX, 18" CMP - 20 LF IN = 741.80 OUT = 741.94 -- EX. 1611 CMP - 40 LF _ + SF IN = 756.32 c0 OUT = 755.83 _ AFL A'04� \ y sec. - TF llpOk a SEEDING NOTES: 1. TOPSOIL SHALL BE SPREAD AT A DEPTH OF 4" 2. PULVERIZED AGRICULTRUAL LIMESTONE SHALL BE INCORPORATED INTO SOIL AT A RATE OF 92 LBS. PER 1000 S.F. (2 TONS PER ACRE). J. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS, PER 1000 S.F, (1000 LBS. PER ACRE). 4, SEED MIX SHALL CONSIST OF 909 KENTUCKY 31 TALL FESUE AND 109 KENTUCKY BLUEGRASS APPLIED AT THE RATE OF 200 LBS. PER ACRE. 5. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 LBS. PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS PER ACRE. ft.% s /� 45 S ,, I ,.� r - � f ' ma`s i A BENCHMARK 1.. o - TOP OF WELL CAP ` N a , EL EV. = 54.72 / TIP ,t i��C' , ,I o 6 1 _ S� � Aj.�� 5 A. EX. 18" CMP - 40 LF IN = 743.38 OUT = 743.40 l EX 18" CMP - 80 LF IN = 744.07 1l OUT = 743.84 WE SURVEY MARSH & LEGGE LAND SURVEYING DESIGN MSS DRAWN MSS CHECKED MSS DATE AUG. 2008 SCALE HORZ: I" = 40 VERT: NIA SEAL NL TH 'U� W!7 USA STIC y ,-t� Lic. llo,..Q31162 k 7■mm NO. 0617- 08 80 Ft�D 0617planset SHEET 5 OF 9 RECOMMENDED STORMWATER DETENTION POND MAINTENANCE. - THE CONSTRUCTED POND SHOULD BE INSPECTED AFTER EVERY SIGNIFICANT RAINFALL TO CHECK TO EROSION AND INTEGRITY OF THE STRUCTURE AND OUTFALL. ANY DAMAGE TO THE CONTROL STRUCTURE AND OUTFALL SHOULD BE REPAIRED IMMEDIATELY BY A QUALIFIED CONTRACTOR FAMILIAR WITH THESE TYPE OF FACILITIES. A YEARLY INSPECTION SHOULD BE PERFORMED TO VERIFY THE CONTROL STRUCTURE AND TRASH RACK ARE FUNCTIONING AS INTENDED. ANY ITEMS LOOSE, DAMAGED OR ERODED SHOULD BE REPAIRED IMMEDIATELY BY A QUALIFIED CONTRACTOR FAMILIAR WITH THESE TYPE OF FACILITIES. THE OUTFALL SHOULD ALSO BE INSPECTED AND ANY RIP -RAP AND LINING PROTECTION THAT HAS BEEN DAMAGED SHOULD BE REPAIRED IMMEDIATELY AS OUTLINED ABOVE. ANY SEDIMENT BUILD UP OVER TIME SHOULD BE REMOVED TO MAINTAIN THE DESIGNED VOLUME FOR STORMWATER CONTROL. FINISHED BERM GRADE IN GEOTEXTILE FABRIC �V PLACED AROUND ORIFICE PLAN DETAIL (T01 `OWM ORIFICE ?CP LOCKABLE ACCESS DOOR (DO NOT WELD ACCESS DOOR TO STEEL RING) -\ ANTI -VORTEX PLATE (114 " STEEL) --_ 100YR WSE=757.10 10YR WSE=756.74 2YR WSE= 756.31 0 EEL PLATE METAL GRATING (GALV. STEEL) WELDED TO 1/4" STEEL PLATE (3'X 1 " MAX. OPENING) POND OUTFALL STRUCTURE DETAIL NOT TO SCALE PRE -DEVELOPMENT DRAINAGE AREA 1 = 8.53 AC. PRE -DEVELOPMENT DRAINAGE SHED 2 = 6. 13 AC. .r \ FLOW PATH = 64 LF r, �\ \ I / r < / `y '� vv A� I i '/ i l ' i AF \PROP1 h v k FLOW PATH = 1147 LF /' �,l \� ♦.' Tar / (�'� Off, Amy �ilR`>[• (. �/i Fes ,\\\�rar I 1 PRE-DEVEL OPMEV T HYDROLOGY \ SCALE: 1 " = 700' 1/2" THICK STEEL PLATE (DIA=Dr/4) TRASH RACK Dr = 4r 4 " ORIFICE 754.50 Hydrology DGta Name Total Area (AC.) Pervious Area (AC.) Impervious Area(Ac) C-Value Tc (FAA Method) Peak Flow (CFS) 2-yr 10-yr 100-yr PreDev Area 1 8.53 7.59 0.94 0.37 33 6.357 9.060 12.820 PreDev Area 2 6. l3 6.02 0.11 0.31 26 4.493 6.328 9.243 PostDev Area 1 8.09 7.15 0.94 0.37 33 6.029 8.593 12.150 PostDev Area 2 5.05 4.94 0.11 0.31 25 5.797 5.337 7.823 SWM Area (Untreated) 1.03 0.45 0,58 0.64 15 2.168 2,964 4.393 SWM Area Through Proposed SWM Pond 1.03 0.45 0.58 0.64 15 0.515 0.580 1.910 Total Peak Flow Reduction From Evaluated Areas (SumPre 1&2-SumPost 1,2&Pond) 0.509 0.878 0.180 J l POST -DEVELOPMENT PRE -DEVELOPMENT r DRAINAGE AREA 1 = 8.09 AC. DRAINAGE AREA 1 = 8.53 AC. (POND BYPASS) / / i / l I � i i I I Z / 1 9 FLOW PATH = 1147 LF POST -DEVELOPMENT HYDROLOGY SCALE.- 1 " = 100' POST -DEVELOPMENT DRAINAGE AREA 2 (POND BYPASS) = 5.05 AC. DITCH ANALYSIS. PRE -DEVELOPMENT.• 010=C*I*A 010 = 0. 31 *6. 75 IN/HR. *6.13 AC. 010 = 12.8 CFS POST -DEVELOPMENT. - POND BYPASS 010 = C*I*A 010 = 0.3I *6. 75 IN/HR. *5. 05 AC. 010 = 10, 6 CFS 10-YEAR POND DISCHARGE = 0.58 CFS TOTAL POST -DEVELOPMENT = 11.2 CFS *THIS COMPARISON DOES NOT TAKE INTO ACCOUNT THE PEAK FLOW TIMING OF THE POND AND BYPASS AREA, WHICH SHOULD OCCUR AT DIFFERENT TIMES. THE TOTAL POST -DEVELOPMENT WILL BE LOWER THAN THAT SHOWN ABOVE. POST DEVELOPMENT ,I ! DRAINAGE AREA TO rye POND = 1.03 AC. i \ i / FLOW PATH = 64 LF \\ ---- \ I 1 I i FL6W I, H - 42b L - J H [✓,(- /, � I r!� .. � 1 {� Deb 11..J DRAINAGE AREA DIVERTED FROM PRE DEI/ELOPMENT AREA 1 = 0.44 AC. �� i '� %�( DRIVEWAY IMPERVIOUS AREA OFFSET BY DR41NAGE AREAS DIVERTED TO PROPOSED SWM POND. PRE -DEVELOPMENT DRAINAGE SHED 2 = 6. 13 AC. POST -DEVELOPMENT DIVERTED FROM FLOWING ONTO ADJACENT CHURCH LOT = 0.10 AC. (NEWLY TREATED DRAINAGE AREA) \ 1 + *,Nc Ax \` I !:X, WFFA S7J..N'S y 1`I Z �MFRIKY.F 44 � �rfX lNlr.'ANf,E � 1 I _ DRIVEWAY IMPERVIOUS AREA OFFSET BY DRAINAGE AREAS DIVERTED TO PROPOSED SWM POND. ,1 LOS E n O Co� N \O C N cn N %'D �'D Ul 0 w N N 00 '-4 O X= SURVEY MARSH & LEGGE LAND SURVEYING DESIGN MSS DRAWN MSS CHECKED MSS DATE AUG. 2008 SCALE HORZ: I" = 40' VERT: NIA SEAL .dVOLTH 0.4 1 CrlS 'STIC >31162ONAL PROJECT NO. 0617- 08 CADD FILE 0617plonset SHEET 6 OF 9 TYPICAL PLANTING DETAIL-- TREES (NOT TO SCALE) III=1 I I-III=1 I I=1 I III=1 11= 4" VARIES 24" GUY WIRE #12 GAUGE 3 STAKES RUBBER HOSE TREE WRAP WITH 50% OVERLAP 2" DOUBLE SHREDDED HARDWOOD MULCH/3" SAUCER. PLACE TOP 1 /8 OF ROOTBALL ABOVE FINISH GRADE ROOTBALL-REMOVE TOP 1/3 OF BURLAP AND CUT ROPE AND/OR REMOVE WIRE BASKET FROM BALL BACKFILL LIGHTLY COMPACTED SETTLING MOUND SUBGRADE NDER 2-112" CALIPER TYPICAL PLANTING DETAIL — TREES OVER (NOT TO SCALE) RUBBER HOSE GUY WIRE #12 GAUGE TURNBUCKLE TREE WRAP WITH 50% OVERLAP FLAGGING TAPE ON EACH WIRE 2" DOUBLE SHREDDED HARDWOOD MULCH/3" SAUCER. PLACE TOP 1 /8 OF ROOTBALL ABOVE FINISH GRADE 3 STAKES BACKFILL ROOTBALL-REMOVE TOP 1 /3 OF BURLAP AND CUT ROPE AND/OR REMOVE WIRE BASKET FROM BALL LIGHTLY COMPACTED SETTLING MOUND —1 /2" CALIPER LANDSCAPE CALCULATIONS 1. PERIMETER PARKING LOT. - REQUIRED: 1 TREE12000 SO. FT IMPERVIOUS AREA 24,391/2000 = 12.2 TREES, 13 TREES PROVIDED: 13 TREES LANDSCAPE LEGEND THIS SHEET FOR LANDSCAPING ONL Y L1 LINE TABLE LINE BEARING DIST. L 1 N 75°17'02" E 100.15' L2 S 14' 17'08" W 115.00' L3 S 08' 1938" W 74.39' L4 S 00°43'I 1 " E 57.92' L5 S 66°25'30" W 54.25' L6 I N 13'49'55" E 1 7.55' CURVE TABLE N0, RADIUS ARC TAN BEARING CHORD DEL TA Cl 725. DO' 18.42' 9.21 ' S I3'3328" W 18.42' 01 '27'20 " C2 725.00' 68.68' 34.37' S 10'0658" W 68.66' 05'25'40" C3 1934, 86' 231. 34' 115. 81 ' N 70'03 29 " W 23 I.20' 06'51 '02 " KEY SYMBOL BOTANICAL NAME COMMON NAME SIZE (HEIGHT) QUANTITY REMARKS AR ACER rubrum Red Maple 2" cal. 4 AS SHOWN QP QUERCUS polustrus Pin Oak 2" cal. 5 AS SHOWN AS ACER socchorum Sugcr Maple 2" col. 4 AS SHOWN BJ BUYUS japonica ✓aponese Boxwood 36" 116 AS SHOWN PIN 32-22-4 _ G.M. HOMES, LL C NUMBER THREE INSTR, 1040001429 R% ZONED: RA N USE: RESIDENT/AL (7k.) ill It r� ,V' S 1 � 1 �N v 0It I� / / J 1670 1 yI \ \ l I 's�.'a3 � I I \ Y 1 \ ) 1 \ \ QD\ ' Ell I \ WALLINA W- .V A I ` � \� ` `, V ' P 32-A-43 LIGhTING, TYP. I \� � ! \ �x \ /. 8 ACRES ' J \. 12' �fOUNTIN E, V�AU LEUM \ I l o \^ I I A CEMETERY I I EX. CHURCH � IN BOILD G FF = 749.35 I I ,Gyq b ,42-BJ r g1rF _ a I cI CY. WdL L� �& BENCtMARK \TOP OF WELL CAP a s' ,� A, t' Z ELEV. = �54. 72 Selo. LANDSCAPE NOTES 1. ALL PLANTING SHALL CONFORM WITH SECTION 165-203.018 OF THE FREDERICK COUNTY ZONING ORDINANCE (PLANT SELECTION, PLANTING PROCEDURE, AND MAINTENANCE), 2. ANY PLANT SUBSTITUTIONS MUST BE APPROVED /N WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. STOPS I ` t SIGN R i. . 1/ 20 / 4/ i/ --- ,/ 0 w N N °S 40 O� �z o0 a: SURVEY MARSH & LEGGE LAND SURVEYING DESIGN MSS DRAWN MSS CHECKED MSS DATE AUG. 2008 SCALE HORZ: I" = 40 VERT: NIA SEAL HAO STIC Lic. 31162 1219109 SSIONAL n� z V1 C) m Q m z 0 00 �J m o w Cn Y z CD o W w W 0Of O � 0 O a- T� PROJECT NO, 0617- 08 CADD FILE 0617planset SHEET 7 OF 9 U�KCD0 FULL CUTOFF ARCffITECTUR'AL WLd,PACK I'1m91Pd " Ilh +Ir' kIll+?I' Studio), CrM)bieefetl patpdTlkl lh;N, O'e5'nH ai'adt16+4IM�)n AIM1 nYtttilmi,,wi, in rood. [074911NER STYLING lslxta twa (kdlniMe lulu al rl still nd11P.310 ODrlldRfrleld rMirry : "ll adlral 1411"I a7 drs ips. The II) cloak aid bwn din are xmtit to mm "I tit Cronin rt and III crlt!6rn aria br7imimt A. ator'i i; cmbrurti of do*n from ttte feirlaMIN b Dv blikiln'I. otr DDO 4girc pnye_4ar prrrrrler (paid f itichec.xe slmmam hi Iha nmt prpliar hachretl colas, rowlyn dark btatte., t lilck -gay. and vinte, ac ;+rdl as a %too phtrmini sdwx dltilfan Rai faint oak_m din also be, lxLwal:d't5dh ark4tiniA Ieatf time. AD fmieliel, are (*x0ntd b fRlttit ar ar"i t m e bliwillo ft(adP eAIIIP pififfhn the mitre f mm rummers tw3rst. ENC,iNEE M PEAt'IIRMANCE ��M tlPaignkaJ f11 pratiC.0 optic3 and eMclii::,I axrflvyilPldx, me cvstiFi7la tsesl YAm Wirmrmt r oAthN On toll lean attll 1 W. Thh bxl-timid cb,;,ute piotild tt mkltie nplh-jf IX04,rlc llvd fwtuen verquif amps III grisifer pertimnnlix 111XI htlemisiJiem, I Ir MrXtr'll klnp nii tst me`holl N1011" tOTIOArtl the Inlueaial plive"ts bpem I101frxriltir. fori"MH1 to maio it ",rage rd hit Rim«x sputa() to molar" himpht, phi 44 11 rAmlAm m starttifilt3ith i AheM xBlr shMki to be nr4Dhbtd kit" E iritimA1 lot, Mali IPtinikmbon iR dewed the shield can be. relmvvixl dint tf Inmraimt PlifltolitAty, `e m:aiLrbk viNl and tattxnf Ihu' Strr.11 for Imai ap0lkdxti ik^tiiln. Ctd1v F aialvlfrd yath two Rttkeltatir faaterlm fa It"I tie and eiiriintlim 01,14vanio, Reim pwt cauriei Ik11A to aadd viU pee( aril tuew fa atth to Popoff ail cAIM fib. An oldeenil shinde eteel Will laldl can be 5pecth"I fol (jor k erdiT »Hate (lowed. EEe*iA systenti; Rllude, poise start, rmranifik. nrptvd htlde, PIK*tche mewl ttakde, elydlo k, lh m"Mrd aid Milt pitq4the sodium, bliwt oobn hlclxle ph7l=vrinol, fiviitl, tone (May gte-rtt otandby Ivxl to file rwmt fir,, 120 vul l rx; bMonO Nvw DA nxi:d fa gererakx bx*lp, 14 win 1,111 1 I/lF; ,w*ei for iirnide battery sysfenrs, hap awJ Apt] loin Uled payearlDmate :dUeki fat vandal fesrAzaCD, OVINER SENEFlTS R91311kv art ovrrier wart ma ffrflit"" 5Vateii0 R A"lkf bo olecbve alpion-liv) ncellenl illio inatietr frx the task ti(w d. R dwtkl he ereeitw etfirderd,' vrmplp to FA,loce,maj fe!pifio I ildn"im malydPitinap. I 51rillill be atltatiive armf add its the Wit1,0 RctroDtf bA o vronmceibiiy hihi in rfh0.lr FrvatxityJbmd it 4wxikl tw n cirm"I yarn Mill Mrief In mrxvdtricf its tomkd arm openhivl coeds. the tmert) full or" Wore IS aR Ihit aild Ime. NFFO AN AAFA LIGHT TO MATCH? the :imnrnn not lArvtilinn fi 11 adAtf SMlddlnQ sae Intdrig tnmmirm are ttie anew i. Dither of lboa; units oompleritvet Lat.k)mxl rimke awrpleledeshill sbde "writ %kivir, Imlrra"M nil (Ydon ktartramis. ORDERING INFORMATION 1 ry rt H, Von 4,111E3 r "IYH911fil p4mra(I PAtW WN11 •alraxlr i,nshlifS<rrvLr,Ira {)PTIO WL SYFNI ESS Sltti:t KXIC 11AT(M SERIES kORtAiE N/F1"s IMB I,xrxrom-li—ladan ! Dirad-IiX. 617'D.7nD:."`.An, ?I71(1. PM DuDMflmi—ira-A 6 hriplry"(?Tn z77.'S/iYl 14"m Xwllh smn^uNr, t.c f1gim IA4TFACElilD4�R0'f S 40)M tl ftiuAr lath ►mlmr f4ut 1*0w" NM or{4CN 50elf LP l llre'dHlwl LrANow6 rat Filed" a 0 rt RlhYlSal% 17r��dLv! i Lk � FM f lkvrkl (t(Tld 0 I.maa Maw Ir1.4Mrs1!xRrm Ndlm�+; 1. rjf7Cj ism in itf3T ThnI D*tDelay rap vU i7611` 17 "IN-i by iyuaib tn-xe0emp .,. pxGt XmllAi... 2 IauiAn ..... 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ACtuOI C' Ffh'r Irtty YIy dim to prMfllq prC'^e^w'y 6 fracreased Mirror Willi hold SMcid Ifft1C5'fd f 1 i�' ik axadirtiaD hef�d All rt,_pfriAx1gm51uor 1a j `• iv 5' s' as �,'V Vn1 ! ., • Y, i, " 9�r f-il ! 6 na ., qt y 'i5 •. ,_ .. .i�� to a1 Ln .a, 2. ,,. ;�4 Rn 4n +4 re 'a 1A V ill ?S 12 tit 14 6o A'; qa Y If IJ to !I 1A t3 IT ni 6d II. oa 02 rdJ A4 OI %d 02 o: el R," van EXPRESS n :,pppp ` di9hkaagh[nibovMoeb elardwetiel ptorid--rrourtmifpbMFty alumruan forsrrwlh mr7strtx2nnarrl ra®Ih- .Simi W'adainmdet,.Iwi,-Mat mbpo'g- emlooifrg,Pre-dried for romunting. DomratiWe iricbt rl".Plar motermr=ao reinforced ert—d lm rd and —I psoeets —ibl,4 brlpgrihdi. ii,16 mb—b,m-17 lamp. e ErtnidaiatumnumlinrCrane xnth dgilmnar '70J-mat • 1550 watt Lao V N H P F NCast stating bm nq ii rddw--t:irx 6kf. b, tml-fm rabd.1.2O°r(-LOTb, HFS). ' ooGy. oaligr Aimre gaAatl n2 srsai; out irlseds, •Z)nwatt- 400 watt&A type, HPF batbst Izitnrg dutand Amsture30—break—a rsa !s nfedat-2l) 11A°Ffor LAPS), kcal mrntmNrrnt Ftetb nporalard • ItJrovabf3 Pour-PsnPifvaibbbbr nwMmnm al, irr4>ad-Ie ismr7t9bA plltAdzsharp full mint, ardimtobtioneue 1`1,dmhomnd shl padomhAm=m polgfirs .Dmablp laNromtd°TfdCrhrmoaft (elyRs�r wnrlabla IE5typail,III, iV,ardVslntribvtpiu, prmda¢atPaintfinahamum WN Vaud j'f HZ4;IP6 (M,dlobrr%d, 112P/1-IN (pgt&mfj:d rmnboenm-hmaaalutc2 trtifb-fates Ipdoffirva'p, H4 (rrmjll Map), 15P ILL 15'i8 hsmal a old tpi4ed forouhtmt use �+" c 111C .I (x>3rr9n1> , A R mfkdznsaa.fidd -c btabla in Wet b.f. s. ,... Cx RKWam vicIrcimth nidttplead;mb2N IDA hxtN2 vat l cf am nogt ORDERING INFOR HATIO N RCS I -- - -, -- RCS taaa Small -.' H2 Ho oz. It - (hydrofo rrred) F Fitt DR Dark Ries IN1 Loy NhdaC Pmp Flonz It - krfbr —Sachs ( W2 NO aiAnD PkD BL Dlxk P70 1VO(ED.17) (P2wrad nelti-herod I W3 140'D 10 1 PRD amp P12 115h) ED 17 ( ) redr�rt�J ( Gray YI'4 D7Y aidnd Pmp H3 Hodz III CR - .. D15 LnM (ED da) (try-4 lob reo9lnnng Pmp P20 now(115) j PS PFa!innm Sal+w µre al7m Moto Prap H3P Henz.Ill--§-form ace Sed9s m.; 1125 25040(ED,24 (Pa tad mAti-fad A0 ke)(premiem RP42 Pound Fro Maptg A4 Arm fba tit (lffrtalos 4' rhti arm) P32 3201W(EG.2A) hidtDi"Wrl>�.. Corr) (2 )/631ft!) FG FoastCmea AID Arm hbuht P35 Mill (W( W. id' ddii. H4 NodzlVjmufti-piece) ( RPA9 Phourd Rile AdapW fymmtum (31l4321c1 H5 1-odz. V-(dit5 ftmfadl mb,) armli It40 ml uo-7R) `.".:.:'- ! H5PRP04 Ndurld Potakaptar " Hadz.U-Fbrfvrrranm 59r»s CC r,NlNro ce bi p z 1 (3 h4 h') WB Wall Bra kkK f ' I.g0trFqulrod nor - (?Vgrmvtadl ItonsuaPcmrv) RPA5 Bouts (tile ArlaPr&r (5e`) i-rcbdady S10 IMW(MV VI) RPA6 Round free PdWRt(6) WDA4 lath llx kilt. Will-' S15 YAa FD-13 2 rigid aim ( �) I FAA ng QeWeA with In, S,..o "�7 '..,r: Waage'.11m, 2-204 WDAI0 Watt Bran kei 011, 10" S25 -into P-* D QIAtl-TGIF' 4I rigid aim $40 40oa to it) 120/dld/2G0l277Y1 6347( 0 11+ 2 rrn o r wall lrx lot I. ky n eler maluat 5 aAOV Pfx)< Hmtokutwn(oph(e % rti1hwttX.: I 1 K arm or malibmiet T Tri-Tap' i-itb,3 iz, 4-2?'7) whet toy an oakai 72f3/277/34 YA1 PR(X) gam CAIL tx9ptacra of 25aCC65c,q) E 501-11 220/24W (M 49X W11 wk*g (2'A a 400W PSMH a 1-120, 2.204 3-240, HPSon4) L277,eLM, 6-347) v 0a Ibp QZ oeaA2 RS With lamp 120/218j240/277l480ri HS HareVad Shield Catalog Humber Description RSPC-t P25 N3-20 204 350W PMH Typo III Foymal 0 Xe Dallasc Y0. PoycarponaR:Yandal RSPC-1-P32-H120 2AY't SMWP MRType III GwM R5PC-1-P32-HL-20 Wirt. 3W3W PMR TVpa IV RP low Pmat RSPC-I-P411-0-2ho wei4m P561Tyr4rEr RQOO optbn mrrsl he RSPC-I-P411-HA-20 Wft 400W PM4 TyDe IV t h....1, RSPC-Y-Pd0-H3-25 25ft 48eW PM III f Hl T yPo 2 vxmryefeii for loO.L.lbr unl,®sspariRa3. (rxy-6xexa. with colof) aeauirei h., 90',.ho,et-1- RSPGt.PLb. HL.25 25ft 4o3W PMlj Typo IV 3 FD1 IN. dial mount tard—kit raw—d. EB EmDa$ei Band d ask a.Aaa6L•;t d05w lamp L RSPC-I-PL0-11tnW 3.30 °Aft4PMI{ 7yp9III RSPC-I-P40-HA- SD 301`t 400W PMµ T/pq IV HODS: Alt poles to be drilled with 82 pattern Owble R.trmand y4romkinah rcaka awiial.k. SEE we 605 rM AUESSORIES - A C EPA Wei II 9 81/2" i61,14" 231/Y" 1 7 fR 42 tk ( J 1 RCS 2cBmm 413mm r91mm at nm 19.11p t.. I" lik Wed weyhlw6-c6 ed,rclda—O,n am .. .r1f -: 5►5pauNixp dPf 'lobe Gager k, vile dntiilei mbreatun. 578 THIS SHEET FOR SITE LIGHTING ONL Y. LINE TABLE LINE BEARING DIST L I N 75' 17'02 " E 100.15' L2 S 14'17'08" W 115.00' L3 S 08'19'38" W 74.39' L4 S 00'43'11 " E 57.92' L5 IS 66-25'30" W 1 54,25' L6 IN 13-49'55" E 1 7.55' CURVE TABLE NO, RADIUS ARC TAN BEARING CHORD DEL TA C 1 725, 00' 18.42' 9.21 ' S 13a3328 " W 18.42' 01 '27'20 " C2 725.00' 68.68' 34.37' S 10'06'58" W 68.66' 05'25'40" C3 1934, 86' 231. 34 ' 715. 81 ' N 70'03 29 " W 231, 20' 06'51 '02 " INSTALL OPAQUE SHIELDING ON THIS FIXTURE TO PREVENT GLARE ON ADJOINING RESIDENCE 1W. (757.93� - j.. PIN 32-22-4 G.M. HOMES, LLC NUMBER THREE INSTR. J040001429 ZONED: RA - USE: RESIDENTIAL s�„ F L I 11 I 1 y I /I / I I I I f I I 1 f .0� 1W.. (755.8 Church light plan TOTAL LUMINAIRES: 9 TOTAL KW LOAD 1.588 1 �._ IES File: HP07167. IES '9 Sect Catalog No.: Laredo Full Cutoff 7e, IfiGI Li htn/LossL Factor: umens:6 750 00 P��'/9B 686 ti % g Fixture Watts: 94 Number Luminaires: 2 IES File: HP07716.IES Catalog No.: RCSA400S-3Tx-x Test No.: HP-07716 Initial Lumens: 50000 Light Loss Factor: .750 Fixture Watts: 465 Number Luminaires: 7 ILLUMINANCE IS IN HORIZONTAL FOOTCANDLES. TARGET PLANE AT Z = 0 FEET. Summary POINTS 688 AVERAGE 1.4 MAXIMUM 13.0 MINIMUM .0 AVG/MIN 954.85 MAX/MIN 8748.53 EXTERIOR DOWNCAST LIGHTING (WALLPACKS) SHALL BE HUBBELL LIGHTING LAREDO SERIES FULL CUTOFF OR APPROVED EQUAL. ALL SITE LIGHTING SHALL BE DOWNCAST TO PREVENT GLARE ON ADJOINING PROPERTIES AND RIGHT-OF-WAYS. SURVEY MARSH & LEGGEI LAND SURVEYING DESIGN MSS DRAWN MSS CHECKED MSS DATE AUG. 2008 SCALE HORZ: 1" = 40 VERT: NIA �p•LTH OP ff Ml NA STIC a Lic.\ 111 , 6 12/9/09 �SIDNAL PROJECT NO. 40 20 0 40 80 CADD FiLE SCALE: I" = 40' SHEET CD z_ J Z M � o Z o �o —� —I O m w LL- t l d C� Z� Co W w 0 W � O O I� 0617-08 0617p/anset CONSTRUCTION OF A SILT FENCE STONE CONSTRUCTION ENTRANCE �� E (WITH WIRE SUPPORT 1'Y4"W-8" SLATS, 2-FINISH NAIL ATTAL ^ ° Department of Trinia Dearrtation TOP AND BOTTOM 03 Q, i. SET POSTS AND EXCAVATE A 4'X4" 2, STAPLE WIRE FENCING TO THE POSTS D'ir�' p ans � 04 CO o 70' MIN. TRENCH UPSLOPE ALONG THE LINE 2'X4'X4' BEAMS, TOE NAIL TO POST EXISTING OF POSTS. Minimum ,Standards o/'Entrances to State Higlnvays � Ln ,n c A PAVEMENT 3' o MOUNTABLE ' I-F.I rent ►� (1� FILTER CLOTH 6" MIN. BERM (OPTIONAL) / / I COMMERCIAL �.N,�I"R.Ai�Ti DFuICa1J�i aCQ $YMrlUL D11AEN$1Qt!$ A • / S I // ALONG HIGH�4 A Y•S WITH H SHOULDERS A � 6nginote rmindd by U, I l ELEVATION — / M,411th v:Af;t 0 100,P. 9—t— I-f SIDE l I III �11 III SINGLE. rwo- WAY ENTRANCE o �� ghdoe t onflclonl d O 4'X4'X8' POSTS I t ttwl thn /iq,t( •urn brae rdl Daeome o co I-., a oddi 1`1 1 to c M t0 suture, c++ oodOtbnot IWO EXISTING 70' MIN. �� ( I �/ LFmMa of Pd-0 Lott2' a recommeoddd. ' GROUND Cal-/ - r G-� 1f_� Ma 1� 9rectea .5 3 B WASHRACK 10' MIN. - III 1 c 1z, kj (OPTIONAL) /— �— i' w �._`_, �� I I �t ' I U 17 a- SO, Thn anetectdd 4 —0 Q jfe•� N .I I wiw -v ont copo led'yoe ro =Jcl;e 1.25 C4 EXISTING FLOW II"" — II"" _ w_ _i:.. urin e. Lo rod«do,, bd CV [12' ► I III III , + _ _...._..1. o s+Jd ed Dy lr•e y I, g or N PAVEMENT 4" u _�._.__ u F ,�ntdd. hor aver. «, do — — — — — — — — Cn nd! t Id iup eh N! hon W 3o a o,radiu9 t1d ,.a. Lhan NOTE: PRESERVATIVE STAIN ON ALL WOOD. — _ _ "� — — 00 POSITIVE DRAINAGE ' - III III 1D' MIN. 3. ATTACH TH£ FILTER FABRIC TO THE WIRf 4. &1CKfILL AND COMPACT THE t j— "�' r r y RIB- - qq. COLOR TO MATCH THAT OF BLDG. —­LV15.. ^ ,� y VDOT f/1 COURSE TO SEDIMENT FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. ✓(Z) AGGREGATE B TRAPPING DEVICE MUST EXTEND FULL WIDTH OF I I O Y Notes! detail" SRA}rn n lhv, W dqd d Phvemdnt Notts' INGRESS AND EGRESS OPERATION PLAN VIEW ° CONCRETE FOOTING lti1 '', III'iii I �I' Sheet may be mOd;fied to m,±r: 1 'I drected 6oreopped bn the SINGLE TWO-WAY ENTRANCE E"q'"de,, d"" ba.ed ' �o I RO" WITH RIGHT URN LANE AN,? TAPER- ` � If en Accessible retllw e4 defined _ in + V -71 n a ent cwG Av�7 co D �r s . C a in Deco o tom Stmo CV'2 „�I yeof Qv;dGd —III—I 1I 12' MIN. of Parking Lot I s I Y J" MIN. ; _ _ _ . W ... — a �� t WOOD FENCE AND GA TE DETAIL 3" MIN. I-_ / '' ^ I- _ —I wa.- NOT To SCALE W " I=I FLOW ' " — III —I I �_ FILTER CLOTH SECTION A —A I III I/ I"`— A 6' V —I 11 Iris—�� � EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. Y c ° `.j Edge of Po. o'l A 1 ` 0 FILTER FABRIC ° e d P ° a < o d ea ° . Qa d .. d' o a :° a e d . 4 5.3 '•. a e. d c .a, .6 e .. u ..d WIRE I 19 e I ' .. ' ° CL a G e 111 ° c v iLLLD.�..d ti REINFORCED CONCRETE DRAIN SPACE sEcrioN e—B z OURCE. Adopted from lnstollotion of Sfraw and Fobric Filter Bcrriers for Sediment Control, PLATE 3.05-1 SLOTS FOR DRAINAGE £SD-JO2 herwood & Wyant U SILT FENCE CULVERT INLET PIPE OUTLET CONDITIONS g" A ° gt' � z PROTECTION A AII' a 5,3" 2-24 #6 REBARS � � I ( xxSTREET APPROACH SAME (TYP.) FOR WHEEL STOP A SURFACING AS MAIMJNE �+ ENDwAL[ (RAOIUB TO BE AS J I C ROADWAY g SHOWN ON PLAID,) 2 C 3do d o RADIAL OMOINATI N MADI N ON Pg1E,A1 S) 4 ' SECTION A — A d C tsTro C U AREA WITH NO DEFINED ITE \ N TOE Of FILL CULVERT PIPE OUTLET � - '''' � � I �� Q- � j• � poll' WHEEL STOP SIDEWALK SURVEY Dt-whistslot NOT TO SCALE 3 PLAN VIEW CHANNEL ' ®+Ix CLASS A3 �.r'. •►. •►, .._, MARSH & LEGGE LAND SURVEYING o e� � �-1 oanoNAL ItcE.sa I N . j,' .i, • i. .G --- FLOW LINE � b" CONCRETE � EXPANSION JOINT t L a EXPANS ON JOINT WIRE MESH REINFORCING V. D. 0. T. DESIGN ROAD AND BRIDGE STANDARDS SECTION J01,04 MSS NOTE' WIDTH •�' 2;-D" DR AS. 4, SECTION C-C 8 0 % SHOWN ON TYPICAL SECT)pN. .r1 MAINLINE ROADWAY d A 6" �- DRAWN � .: .. MSS o PLAN VIEW CLASS A-J CONCRETE 0 o TOE OF FILL SECTION A -A FILTER CLOTH KEY IN 8"-9"; RECOMMENDED FOR ENTIRE PERIMETER M CONSTRUCT CRAVE CHANGES WITH A PARABOLIC CURVE. 6" BASE 21-A CHECKED MSS SILT FENCE o o WHEN THE ENTRANCE RAOItCANNOT ACCOMMODATE COMPACTED SUBGRADE DISTANCE IS 6' MINIMUM IF FLOW A 10' PARABOLIC CURVE TREUCk TRA F;E TIPEDEPTN FOR STICwnTEDLK &HEAV9 (COMPACTED TO 95q DENSITY AT OPTIMUM DATE Is rowARO EAIBANKAI£Nr E06E OF SHOULDER OR B MAX. RAMPS WITHIN 'i:NE LMTS OF THE RADIISHOLR,O BE MOISTURE CONTENT VDOT VTM-1 METHOD) AUG. 2OOB A 3do (MIN.) PTtONAL FLOWI LINE LOP C MCE-) ® D INCREASED TO 7 Flow MA$&IJE ROADWAY _... ..._ D WHEN STD. CC-fl IS USED FOR ENTRANCES BUILT IN CONJUNCTION WMH VOOT PRO.IECTSfPLEASE 5CA1.F HORZ: 1 " = 40' d & %Mom' -' -- D NOTE THE FOLLOWING! OPTIONAL STONE COMBINATION 5'MtN. AO'MLY.. FORGSTREET `" MAIf THE PAVEMENT XCEP BE CONS CTED TRASH D UMPS TER PAD VE RT: NIA NOTE: PIPE OUTLET TO WELL `� i p TO THE RIW LINE tSHALL ANY SST E O'DES:RABLE FOR COMMERC STABILIZATION REOU>tREO FOR INCMNNLSEAL FREDERICK COUNTY DEFINED CHANNEL ENTRANCE PAVEMENT WHICH CAN 8E OLpTTEp IN THE ENTRANCE.) AI' TFI 0 (NOT TO SCALE) PUBLIC WOK � lo' is PLAN VIEW 1 SECTION A - A � RADIAL CURB OR CDM61NATtON�CIAtB � THE STONE COMBINATION GUiQELINES FOR GRADE CHANGED AND GUTTER SHALL NOT BE CONSTRUCTED Dt-dumppad TO BE UTILIZED FOR } L a BEYOND DEMEE R/W Lilo EXCEPT FOR INLET PROTECTION, �p h 0 x WHEN USEDINCONJUNCTION WITH STANDARD M� A STIC a �. ENTRANCE VOLUME DESIRABLE STANDARD 15 T, BE ADJUSTED TO HATCH THE 12-1 FLOW _------- MAXIMUM CC-3 OR C .7 THE CURS FACE ON THIS T T y / 2.5 d ME MEDIUM (50 THAN 150D YPD) 0 z 3 % MOUNT CURB coNFIGURATION. QNSI ! � l l Pl (J� L PA I/EME�I T SEC Tl0/V ,� LiC. 31162 SECTION A -A MEaUM 18Go-13Do vPD> S 3 X g % SEE STANDARD CC-12 FOR CURB RAMP TO BE USED WITH THIS STANDARD. DESIGN -A FILTER CLOTH KEY IN 8'-9"; RECOMMENDED FOR ENTIRE PERIMETER LOW 4LE59 YHAN 800 vPD) $ g X S X * PLANS ARE TO INDICATE WHEN CONSTRUCTION Or NOT TO SCALE ��12/9/09 NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION A FLOW LINE rsINDICATE REQUIRED TQ PONSTR CTIONVf DRAINAGE ACM&S THE ENTRANCE. S "VDOr {J, {J57, 15, 156 OR 157 COARSE AGGREGATE CUSS I RIPW BASKET, OR CONCRETE, s TO REPLACE SILT FENCE IN " HORSESHOE " WHEN 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED IQNAL HIGH VELOCITY OF FLOW IS EXPECTED USING PLATES 3.18-3 AND 3.18-4. DPTIDNAL FLOWL M Y Rt;OVIRE WARPIN OF 3, d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT PORTION 08 GU T R D PRECLUDE POND& W WATER. LESS THAN B INCHES. LIGHT PA V EMEN T SECTION SOURCE: ADAPTED from VDOT Stondord Sheets and Vo. DSWC PLATE, 3,08-1 Source: Va. DSWC Plate 3.18-1 SPECtF'ICATION / REFERENCE METHOD OF TREATMENT- PRIME & DOUBLE SEAL PER ROCK CHECK DAM CONNECTION FOR STREET INTERSECTIONS VDOT SPECIFICATIONS °o AND COMMERCIAL ENTRANCES REV.7/01 YIRGINIA DEPARTMENT OF TRANSPORTATION2 ACRES OR LESS OF DRAINAGE AREA 2G3.Da 6" SUBBASE VDOT STD, GR-21A -IIIIE�IIIIEEIIIIIEIIIIIEIIIIIEIIIIIEIIIII�EIIIII�EICOMPACTED SUBGRADE ►--"I J (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT `' z FILTER CLOTH VDOT VTM-1 METHOD) o (OPTIONAL) (DOWNSTREAM VIEW) � Z m U� PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST cn' V90T11 OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED o� COARSE AGGREGATE PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. Q w o 0 o FLOW Dt-pvmt-tarchip 0 w m Li w cYj W Z LLJ � � Caa o W�� w 0 � L-� (D -10 ACRES OF DRAINAGE AREA a- s 3' FILTER CLOTH (OPTIONAL) (DOWNSTREAM VIEW) VDOT 11 PROJECT COARSE AGGREGATE NO. 0617- 08 Flow _ �' 3' FILE LLE0617planset CLASS l RIPRAP HEFT 9 OF 9 ESD-J20-1 GENERAL NOTES WITH RR NT NCONFORMANCE WI CU E 1. DEVELOPMENT OF THE SITE INCLUDING CONSTRUCTION AND MATERIALS WILL BE I FREDERIC K COUN TY AND OR VIRGINIA DEP ARTMENT OF TRANSPORTATION PORTATION STANDARDS AND SPECIFICATIONS. ATIONS. 2. EROSION AND SEDIMENT CONTROL DEVICES TO BE IN PLACE PRIOR TO ANY CONSTRUCTION. REFER TO EROSION AND SEDIMENT CONTROL PLAN FOR PHASING AND DETAILS, 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE OWNER AND THE ENGINEER OF ANY CHANGES OR CONDITIONS ATTACHED TO PERMITS REQUIRED FOR CONSTRUCTION. 4. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR EQUIPMENT OF MUD AND DEBRIS, PRIOR TO ENTERING STATE RIGHT-OF-WAY. IT IS THE CON TRACTOR'S RESPONSIBILITY TO CLEAN STREETS OF MUD AND/OR LAYING DUST AND TO TAKE ALL APPROPRIATE MEASURES NECESSARY TO ENSURE THAT STREETS ARE KEPT IN A CLEAN AND DUST FREE CONDITION AT ALL TIMES. 5. THE CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION ACTIVITIES. 6. THE CONTRACTOR SHALL CLEAR THE SITE OF ALL TREES, BUILDINGS, FOUNDATIONS, ETC. WITHIN THE LIMITS OF CONSTRUCTION TRUCTION AND SHALL BE RESPONSIBLE FOR COORDINATING INATING ANY DISCONNECT ION AND/OR ABANDONMEN T OF EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND ABANDONING ALL EXISTING WELLS AND/OR SEPTIC DRAIN FIELDS AND COORDINATING THEIR ABANDONMENT WITH THE HEALTH DEPARTMENT, 7. ALL LAND ON OR OFF -SITE WHICH IS DISTURBED BY CONSTRUCTION AND WHICH IS NOT BUILT UPON OR SURFACED, SHALL BE ADEQUATELY STABILIZED TO CONTROL EROSION AND SEDIMENTATION. 8. CONTACT "MISS UTILITY" AT 1-800-552-7001 A MINIMUM OF 72 HOURS PRIOR TO ANY EXCAVATION WITHIN PUBLIC RIGHT-OF-WAYS OR WITHIN AREAS SERVED BY UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE PRESENCE OF ANY UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 9. PINE HILLS ENGINEERING, PC DOES NOT CERTIFY TO THE LOCATION OF OR THE EXISTENCE OF ANY EXISTING UNDERGROUND UTILITIES. ANY UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE RECORDS AND DISCUSSION WITH THE OWNER. THIS DOES NOT CONSTITUTE A GUARANTEE OF THEIR ACTUAL LOCATIONS OR THAT THEY HAVE ALL BEEN SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES PRIOR TO BEGINNING ANY CONSTRUCTION TO DETERMINE THE EXACT HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES. THESE TEST HOLES WILL RA E CHANGES. IF FACILITIES ANDATCRITICAL G D BE MADE TO VERIFY ALL CROSSINGS BETWEEN NEW AND EXISTING C L ES CONDITIONS ARE FOUND IN THE FIELD, WHICH ARE MATERIALLY DIFFERENT FROM THE PLANS, THE CONTRACTOR SHALL NOTIFY PINE HILLS ENGINEERING, PC SO THAT APPROPRIATE REVISIONS IF WARRANTED CAN BE MADE TO THE PLANS. 10. CONTROLLED FILLS AND SUB GRADES: A) CONTROLLED COMPACTION SHALL OCCUR IN ALL FILL SECTIONS FOR PAVEMENT, TRENCHES FOR UTILITIES, AND IN ANY AREA OTHERWISE DESIGNATED ON THE DRAWINGS. B) CONTROLLED FILLS SHALL BE COMPACTED TO A MINIMUM OF 95% DENSITY AS DETERMINED BY METHODS AS PER STANDARD PROCTOR AASHTO - T99 EXCEPT THE UPPER EIGHT (8) INCHES OF SOILS BELOW THE PAVEMENT SUB BASE STONE, WHICH SHALL BE COMPACTED TO 100% OF THIS STANDARD AS DIRECTED BY A QUALIFIED GEOTECHNICAL ENGINEER. C) CONTROLLED FILL SHALL BE COMPACTED IN EIGHT (8) INCH LIFTS (LOOSE THICKNESS) TO THE SPECIFIED DENSITY, BEGINNING FROM THE EXISTING GROUND SURFACE, UNLESS OTHERWISE APPROVED IN WRITING BY A QUALIFIED GEOTECHNICAL ENGINEER. 11. ALL TESTS, STUDIES, ETC., REQUIRED DURING CONSTRUCTION WILL BE CARRIED OUT BY THE CONTRACTOR. 12, THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE OWNER OF COMPLYING WITH OTHER APPLICABLE LOCAL, STATE AND FEDERAL REQUIREMENTS. 13. CONSTRUCTION BLASTING IS LIMITED BETWEEN THE HOURS OF 8:00 AM TO 5:00 PM OR AS OTHERWISE PERMITTED, 14. ALL PROPOSED ELEVATIONS AS SHOWN HEREIN ARE FINISHED GRADE UNLESS OTHERWISE NOTED. 15. MAINTAIN A MINIMUM VERTICAL CLEARANCE OF ONE (1) FOOT SIX (6) INCHES BETWEEN CROSSING OF ALL UTILITIES LINES UNLESS OTHERWISE NOTED. 16. CBR TEST SHALL BE PERFORMED PRIOR TO DETERMINATION OF FINAL SUB GRADE ELEVATION FOR PAVEMENT AREAS. SOILS TESTS OF SUB GRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED SUB BASE THICKNESS PRIOR TO CONSTRUCTION. ALL SUB GRADE TO BE COMPACTED TO 95% DENSITY AT 20% OF OPTIMUM MOISTURE CONTENT PER AASHTO-T99 METHOD UNLESS OTHERWISE DIRECTED BY AN APPROVED GEOTECHNICAL REPORT. 17. CHANGES OR REVISIONS IN CONSTRUCTION PLANS AND SPECIFICATIONS SHALL NOT BE MADE UNLESS FIRST APPROVED BY THE COUNTY ENGINEER AND OTHER APPROPRIATE AGENCIES. 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 MATERIALS. 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 NO. 1048 OR 1047. RADIO READ REMOTES ARE REQUIRED. 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, FIRE FLOW DATA: HYD# STATIC PRESSURE _ RESIDUAL PRESSURE _ AVAILABLE FLOW = SOURCE: DATE: 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 sta te, 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 Manuol. Furthermore, all traffic control floggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers etc., owned by V DOT orprivate/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 heldb th e engineer and/or developer er with the attendance of the contractor, rY various County agencies, utiIs'ty 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 notic e 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 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. VI 4. 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 LID 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 thiese 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 CC-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. Virginia Department of Transportation Staunton District Rev. May 1, 2004 32C SITE 32B 32C 14C 328 14B SOIL DATA NUMBER NAME SLOPES K-FACTOR HYDROLOGIC SOIL GROUP RUNOFF / EROSION POTENTIAL 14C FREDERICK-POPLIMENTO LOAM 7 TO 15 PERCENT 0.32 B LOW/MODERATE 32B OAKLET SILT LOAM 2 TO 7 PERCENT 0.37 C MODERATE 32C OAKLET SILT LOAM 7 TO 15 PERCENT 0.37 C MODERATE EXISTING SOILS MAP •1 "=500' SCALE. LEGEND BOUNDARY & R/W LINE EASEMENT LINE EDGE PAVEMENT CENTERLINE FENCE LINE RAILROAD GAS LINE OVERHEAD ELECTRIC UNDERGROUND ELECTRIC LINE OVERHEAD TELEPHONE LINE UNDERGROUND TELEPHONE LINE ROADSIDE DELINEATORS GUARDRAIL OR TRAFFIC BARRICADE WATER MAIN BUILDINGS RETAINING WALL SIDEWALK ASPHALT TRAIL HEADER CURB CURB & GUTTER SANITARY SEWER PROPOSED X x G G OHE DHE UGE UGE ❑HT ❑HT UGE UGE PROP. 8" W M CG-6 TRANS CG-6R 8" SAN ® 15" RCP STORM SEWER DITCH, SWALE OR SMALL STREAM - LARGE STREAM CONCRETE DITCH TREES + LIMITS OF CLEARING & GRADING (DRIP LINE OF TREES) LIMITS OF GRADING CONTOUR LINE 390 SPOT ELEVATION X 42 5 UTILITY CONTACTS Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. P.O. Box 1877 P.O. Box 2400 Winchester, VA. 22604 Winchester, VA 22604 (540) 868-1061 (540) 869-1 1 1 1 Power: Allegheny Power Phone: Bell -Atlantic 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. EXISTING CONDITIONS J. SITE PLAN 4, GRADING PLAN 5. EROSION & SEDIMENT CONTROL PLAN 6. STORMWATER COMPUTATIONS 7. LANDSCAPE PLAN 8. LIGHTING PLAN 9. DETAILS OWNER'S SIGNATURE 1_L I !(, 0(1 GALILEE CHRISTIAN CHURCH DATE GALILE CHRISTIAN CHURCH DATE ( A .I yjTJ(f(i �. iM aN- !f k I i h .r + t x r f � & ti a. . fit,' 4 ti't. �" ' +.g I, x. 3 Mti t{ Lr 7V u¢ 04- fi.- Y ' ys�' x , + �� , °"fir � �"� � � A ry 'y R f Y ! [ F t t' 7 K b + r5 { Y rif� J � � y �, 15,t ; - W""'wr vo � x Y •' r 1_M6Ra M x•P w �t WM :F sT W i P fro v- �.., ;.! rf. x.�tC.+ xx` y m f }ik ,F v� } q t- r „�:;. H "".'� , 2*•'. F*t '"' +:" �''.,r a�+. ..; f w _;; i,.,e^°• k .a -a .a s C NON 4:.5 v: J a c' ue• "t ti�^ e;t ,. fJ. �• 'r 4Yv �Y�' .. ,x •.,+«:-, ,tea .. a�= 'a ,,� "�'^ .: � �, �, "I - ,rN w � r 1-0 11 „ 4 t 2f �� h x. =r # 1 -' Va r... D �rz4 F .f f - d 4i � E. lylt i �ti:N L 74 P } pM1g4�•^E VICINITY MAP SCALE.1 "=1000' ZONING TABULATIONS ZONE RA PARKING CALCULATION TAX MAP.' 32-A-44E REQUIRED SPACES: EXISTING USE: VACANT CHURCH/ASSEMBL Y HALL & MEETING ROOMS PROPOSED USE. CHURCH (FELLOWSHIP BUILDING) 1 SPACE/3 SEATS SEATING CAPACITY = 100 700 SEAT CAPACITY/3 = 34 SPACES EX. LOT AREA = 5.32 ACRES PROVIDED SPACES: PROJECT AREA = 1,64 ACRES PROP. BUILDING GFA = 6,256 S.F. TOTAL SPACES ONS/TE = 50 SPACES (3,128 S.F. MAIN FLOOR, 3,128 S.F. UNFINISHED BASEMENT) HANDICAP SPACES REQUIRED = 2 HANDICAP SPACES PROVIDED = 2 (1 VAN ACCESSIBLE) F.A. R. = 6, 256/231, 739 = 0,027 REQUIRED BUILDING SETBACKS REQUIRED PARKING SETBACKS FRONT YARD = 60' RIGHT-OF-WAYS = 10' SIDE YARD SETBACK = 50' PROPERTY LINES = 5' REAR YARD SETBACK = 50' PROVIDED BUILDING SETBACKS PROVIDED PARKING SETBACKS FRONT YARD = 130.5' RIGHT-OF-WAYS = 20. 1' SIDE YARD SETBACK = 55. 1' PROPERTY LINES = 34.5' REAR YARD SETBACK = 397.7' MAX, BUILDING HEIGHT = 35' PROP. BUILDING HEIGHT = 33' SIGNAGE ALL SIGNAGE, BUILDING MOUNTED, MOUNUMENT OUTDOOR LIGHTING STYLE, FREESTANDING SHALL REQUIRE A PERMIT ALL LIGHTING SHALL BE SHIELDED TO PREVENT GLARE FROM THE COUNTY AND COMPLY WITH THE ON ADJOINERING PROPERTIES, RIGHT-OF-WAYS, AND ZONING ORDINANCE. APPROACHING AIRCRAFT SEE LANDSCAPE PLAN FOR CALCULATIONS HANDICAP PARKING NOTE CONCTRACTOR SHALL ENSURE THAT ALL HANDICAP SPACES AND ASSOCIATED AISLES SHALL SLOPE NOTE- ALL UTILITIES SHALL BE NO MORE THAT 2% IN ALL DIRECTIONS INSTALLED UNDERGROUND. ,�,NLTH OF U M . A STIC LICEN �0 031 1 2 12/99�09 G SSIONAL PROFESSIONAL SEAL & SIGNATURE - THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCT/ON, SITE PLAN APPROVAL DAME _ DATE 7 SITE F , j-oG� OWNER TRUSTEES OF GALILEE CHRISTIAN CHURCH 1831 WELLTOWN ROAD CLEARBROOK, VA 22624 (540) APPLICANT TRUSTEES OF GALILEE CHRISTIAN CHURCH 1831 WELLTOWN ROAD CLEARBROOK, VA 22624 (540) ENGINEER PINE HILLS ENGINEERING, PC P.O. BOX 1168 PHONE: (540) 622-3405 FRONT ROYAL, VA 22630 FAX: (540) 636-1709 APPROVED 8Y.` FREDERICK COUNTY ZONING ADMINISTRATOR ZONING ADMINISTRATOR SIGNATURE IS VALID FOR FIVE YEARS FROM THE DATE OF APPROVAL OF THIS PLAN. DATE Q 'F_4 z v J U � �--. > L-5 �U ILL, � z (/) r 1 O 0 � v Q:�O W O U W� ® w U ki-1 v z Elf <t w coo ►-� w V DATE SE-P. 9, 2009 PROJECT NO. 0617-08 CADD FI LE 0617cs 1 SHEET 1 OF 9 PIN 32-22-4 G.M. HOMES, LLC NUMBER THREE INSTR, J040001429 ZONED: RA - USE. RESIDENTIAL EX. 18 " CUP - 30 L F �+ IN = 738. 10 `9 OUT = 737.87 op 36Lr-- 18" RCP @ 1.0% SLOPE" / 4i' DIA. RISER, 5EE / PETAIL SHT 7 Q rl� y 5813 8E M l� LINE TABLE LINE BEARING DIST. L I N 75' 17'02 " E 100. 15' L2 S 14' 17'08" W 115.00' L3 S 08' 19'38" W 74.39' L4 S 00'43'l I " E 57.92' L5 S 6625'30 W 54.25' L6 N 13'49'55" E 7.55' rllRVF TARI F NO, RADIUS ARC TAN BEARING CHORD DEL TA C 1 725, 00' 18. 42' 9.2 7 ' S 13°33 28" W 18. 42' 01 '27'20 " C2 725.00' 68.68' 34.37' S 10'0658" W 68.66' 05'25'40" C3 1934, 86' 231. 34' 115. 81 " N 70°03 29 " W 231, 20' 1 06*51 '02 " \J 0 EX. 18 CMP - 30 LF (l IN = 757.43 OUT = 757.09 I �� l I � 1 PRIMARY E DRAINFIELD i L f S 87'02'01 " E 1 z � � 497___� "1 � /Is ESMT FOR THE BENEFIT OF PIN 32-A-43 #060023711 % (" I� 16 if 73' Imo, �-N 84�Q'9ZO 11/_ \, s �s1 NV I APPROX. LOCATION CA I I OF EX. APPROVED T�N�E 11147L�'"' DRAINFIELD #96007073 �p P 32-A-43 yy ACRES Ex MAU LEUM z' \ l6 1 23 CEMETERY EX. 18" CMP - 20 LF IN = 747,80 B�'! ' '62 OUT 74 7. 94 = _ 15 __7 I EX. CIHURCH 0, ,FF = 749.35 Tj E ` o I EX. 18" CMP - 40 LF `'. ` = / + l WELL l IN = 756.32 \ �\ OUT = 755.83 Vi'gP� ' 1 Y y o BENCfMARK _ N EX. 18" CMP - 40 LF .TOP OF WEL L CAP ', ! _ IN 743.38 Alt ELEV=754.72 OUT = 743.40 sec. ASP[AL. T �PArOKING I\OT qB7 F � EA w-IEL STOPS \ QWf OI_ EX. 18 " CMP - 80 LF ---- _�—�+ IN = 744.01 `' .. OUT = 743.84 y /NV (I•'40 1 �, �t 40 20 0 40 80 SCALE 1 " = 40' Itu N W N O� M do a W 0 o a z� zo z � � z z a� Ld o O O \\ N SURVEY MARSH & LEGGE LAND SURVEYING DESIGN MSS DRAWN MSS CHECKED MSS DATE AUG. 2008 SCALE HORZ: I" = 40' VERT: NIA SEAL TH 0� f I' y _ HA STIC L c 31162 12/9/09 SSIDNAL H� O Z J Z m �Of O xo wJ O mu w V- Li U ZFy O �o w w `W O O P�9 � PROJECT NO. 0617- 08 CADD FILE 0617planset SHEET 4 OF 9 EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION MANAGEMENT STRATEGIES THIS PROPERTY IS LOCATED IN FREDERICK COUNTY, VA APPROXIMATELY 5 CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS MILES NORTH OF THE CITY OF WINCHESTER ON THE CORNER OF WILL BEGIN AND END AS QUICKLY AS POSSIBLE. WELLTOWN ROAD AND RUSSELL ROAD, THIS PROJECT CONSISTS OF CONSTRUCTION OF A GALILEE CHURCH FELLOWSHIP BUILDING ON THE THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE PROPERTY ADJACENT TO THE EXISTING CHURCH BUILDING, INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL CONSTRUCTION IS EXPECTED TO BEGIN IN FALL OF 2009 AND TAKE MEASURES MAINTENANCE OF THESE MEASURES THROUGHOUT THE APPROXIMATELY 4 MONTHS TO COMPLETE. THE TOTAL PARCEL AREA IS PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. 5.34 ACRES WITH APPROXIMATELY 1.7 ACRES BEING DISTURBED FOR THE SITE DEVELOPMENT PORTION OF THIS PROJECT (AN ADDITIONAL 0.7 AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS ACRES OF AREA TO IS RESERVED FOR SEPTIC INSTALLATION). SHALL BE CLEANED UP AND REMOVED. EXISTING SITE CONDITIONS ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN THE SITE CURRENTLY IS SERVED BY VIRGINIA SECONDARY ROUTE 686 - FIVE (5) DAYS OF COMPLETION OF GRADING. RUSSELL ROAD, A GRAVEL ROAD. THE SITE DRAINS BOTH TO THE SOUTH THOUGH AN EXISTING CULVERT UNDER RUSSELL ROAD, AND A DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL SWALE WHICH DRAINS IN AN EASTERLY DIRECTION UNTIL HEADING NORTH VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK ALONG WELLTOWN ROAD THE SITE IS CURRENTLY VACANT. DAMS SHALL BE REMOVED. ADJACENT PROPERTY DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND THE SITE IS BOUNDED BY RESIDENCES TO THE NORTH AND WEST, THE SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN EXISTING GALILEE CHRISTIAN CHURCH BUILDING AND CEMETERY TO THE CONDITIONS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE EAST AND RUSSELL ROAD AND AGRICULTURAL AREAS TO THE SOUTH. ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES OFF -SITE AREAS SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS THERE ARE NO OFF -SITE AREAS ASSOCIATED WITH THIS PROJECT IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. SOILS MAINTENANCE PER THE USDA SOIL SURVEY OF FREDERICK COUNTY VIRGINIA, THE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE PREDOMINANT SOILS FOR THIS SITE ARE OAKLET SILT LOAM AND SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER FREDERICK-POPLIMENTO LOAM WITH SLOPES VARYING FROM 2 TO 15 ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERCENT. THE EROSION HAZARD FOR THESE SOIL TYPES IS LOW TO PERIOD. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY MODERATE. SEE SOILS MAP ON SHEET 1. THE END OF THE DAY! SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS CRITICAL AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS IS CRITICAL AREAS, IF ANY, ARE MARKED BY A STAR AND CONSIST OF J:I ESTABLISHED. SLOPES, THESE SLOPES HAVE THE POTENTIAL FOR GREATER EROSION AND SHALL BE STABILIZED AFTER REACHING FINAL GRADE, TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 5= TRAP EFFICIENCY AND, DISPOSED OF BY SPREADING ON SITE. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED BUILD-UP. IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY, SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. STRUCTURAL MEASURES PERMANENT STABILIZATION PHASE l: ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING, SEEDING SHALL BE DONE ACCORDING TO STANDARD AND SPECIFICATION NO. 3.32 SILT FENCE (3.05) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO OF THE VESCH, FILTER RUNOFF FROM DISTURBED AREAS BEFORE IT LEAVES THE SITE. STORMWATER MANAGEMENT CULVERT INLET PROTECTION (3.08) SHALL BE PROVIDED ON ALL EXISTING DRAINAGE INLETS TO PREVENT SEDIMENT FROM ENTERING, ACCUMULATING SITE RUNOFF FOR THIS PROJECT WILL BE CONTROLLED VIA A IN AND BEING TRANSFERRED BY A CULVERT OR STORM SEWER SYSTEM, STORMWATER RETENTION POND TO REDUCE THE POST DEVELOPMENT RUNOFF FROM THE NEW CONSTRUCTION TO LEVELS BELOW PREEXISTING CONDITIONS, THE POND WILL OUTFALL INTO AN EXISTING NATURAL ROCK CHECK DAMS (3.20) SHALL BE INSTALLED IN EXISTING DRAINAGE DRAINAGE SWALE DRAINING TO THE EAST, TOWARD WELLTOWN ROAD AND SWALES AND DITCHES TO REDUCE THE VELOCITY OF CONCENTRATED CONTINUE ALONG THE EXISTING OITCHLINE IN A NORTHERLY DIRECTION STORMWATER FLOWS, THEREBY REDUCING EROSION OF THE SWALE OR ADJACENT TO THIS ROADWAY. DITCH. PHASES OF LAND DISTURBANCE ACTIVITIES SOIL STABILIZATION MATTING (3.36) [OR RIP RAP IF SITE CONDITIONS DICTATE MATTING WILL NOT STAY IN PLACE] SHALL BE PLACED IN 1. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY. 2• PLACEMENT OF SEDIMENT CONTROL DEVICES, DITCHL/NES AS SHOWN ON PLANS TO PREVENT CHANNEL EROSION. J. OBTAIN INSPECTOR"S APPROVAL PRIOR TO BEGINNING GRADING TEMPORARY SEEDING (3.3I) AND/OR PERMANENT SEEDING (3.32) SHALL OPERATIONS. 4. CLEAR AND GRUB REMAINDER OF SITE.5. BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED ROUGH GRADE SITE. TO STABILIZE DISTURBED AREAS. 6. RESTORATION AND .STABILIZATION OF DISTURBED AREAS, 7. REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH THE PHASE H: APPROVAL OF THE INSPECTOR. ALL CONTROLS INSTALLED IN PHASE I SHOULD REMAIN UNTIL THE SITE IS STABILIZED. TEMPORARY SEEDING (3,31) AND/OR PERMANENT SEEDING (3.32) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. VEGETA TI VE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (5) MONTHS. TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5) DAYS AFTER GRADING. RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION NO.: DA TE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. THIS SHEET FOR EROSION AND SEDIMENT CONTROL ONLY INV EX. 18" CMP - 30 LF IN = 738. 10 OUT = 737.87 n; . ,'; ;ir" f ",' CURVE TABLE NO, RADIUS ARC TAN C 1 725.00' 18. 42' 9.2: C2 725. 00' 68, 68' 34, J CJ 1934.86' 231.34' 115. PIN 32-22-4 G.M. HOMES, L L C NUMBER THREE INSTR, 11040001429 ZONED: RA - USE: RESIDENTIAL I ( I SF ciP 42 cR rE CD Gp \ 76' r \ 170 E ! 09 „ RIP -RAP STONE AT PARKING LOT OUTFALLSF SF _ k� USF INV, (757.43 �B- AN I lV /757.09) I Q i�.Qi EX. 18" CMP= 30 LF j I / s f "/ \�\� 1 P 32-A-43 IN - 757.43 h \ \ I I \ OUT = 757.09 \ \� t "\ 1. 8 ACRES cat rr CEMETERY \� r EX. 18" CMP - 20 LF IN = 741.80 OUT - 741.94 SF _ 4/ i III y�3292,? EROSION/SEDIMENT CONTROL LEGEND NO. KEY SYMBOL DESCRIPTION 3.02 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 SF X - X SILT FENCE 3.07 IP STORM DRAIN INLET PROTECTION 3.09 DD DD TEMPORARY DIVERSION DIKE 3.10 FD FD TEMPORARY FILL DIVERSION 3.12 DV DIVERSION 3.13 TEMPORARY SEDIMENT TRAP 3.18 I OP OUTLET PROTECTION 3.20 (CD �' --' CHECK DAMS 3.33 (SO SO SODDING 3.38 TP 0-0-0 TREE PROTECTION LCG LIMITS OF CLEARING & GRADING DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN' 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START I� � 1 INV. (755.£ - - \ UL SF EX, 18 CMP - 40 LF \. + SF, WELL IN = 756.32 \ \ cD �- OUT = 755.83 - BENCHMARK � EX IS" CMP 40 LF k4 \ �O?O/ \��- c� _ TOP OF WELL CAP 1 /N = 743.38 S \ � '�� ' ­.. "-- �.J' ; .1 ,1 �, :� EL EV. = �54. 72 A �1, OUT = 745.40 ze SEEDING NO TES: 1. TOPSOIL SHALL BE SPREAD AT A DEPTH OF 4 " 2. PULVERIZED AGRICULTRUAL LIMESTONE SHALL BE INCORPORATED INTO SOIL AT A RATE OF 92 LBS. PER 7000 S.F. (2 TONS PER ACRE), s T' h -. � , EX. 18 CMP - 80 LF 3, FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 S.F. (1000 LBS. PER ACRE). 4• SEED MIX SHALL CONSIST OF 90% KENTUCKY 31 TALL FESUE AND 109 KENTUCKY BLUEGRASS APPLIED AT THE RATE OF 200 LBS. PER ACRE. 5. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 LBS. PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS PER ACRE. 3o n O co V C71 ��N M F o 0 � \ N -SURVEY MARSH & L EGGE LAND SURVEYING DESIGN MSS DRAWN MSS CHECKED MSS DATE AUG. 2008 SCALE HORZ; 1 " = 40 VERT: NIA SEAL PL TH L MASTIC Lic. 31162 0�'�, 121191109 ss!ONAL - cl- Z J C) O _j z Q) u� O__j Of O ce cowu z� z LLJ o �o Q r 1 0 w z w O O Q o W IN 744.01 �\ OUT = 743.84 ,n;V (7a4 . ,.,`1 PROJECT NO. 0617- 08 40 20 0 40 80 CADD FILE 0617planset SCALE: 1" = 40' SHEET 5 OF 9 RECOMMENDED STORMWATER DETENTION POND MAINTENANCE: THE CONSTRUCTED POND SHOULD BE INSPECTED AFTER EVERY SIGNIFICANT RAINFALL TO CHECK TO EROSION AND INTEGRITY OF THE STRUCTURE AND OUTFALL. ANY DAMAGE TO THE CONTROL STRUCTURE AND OUTFALL SHOULD BE REPAIRED IMMEDIATELY BY A QUALIFIED CONTRACTOR FAMILIAR WITH THESE TYPE OF FACIL I TIES. A YEARLY INSPECTION SHOULD BE PERFORMED TO VERIFY THE CONTROL STRUCTURE AND TRASH RACK ARE FUNCTIONING AS INTENDED. ANY ITEMS LOOSE, DAMAGED OR ERODED SHOULD BE REPAIRED IMMEDIATELY BY A QUALIFIED CONTRACTOR FAMILIAR WITH THESE TYPE OF FACILITIES. THE OUTFALL SHOULD ALSO BE INSPECTED AND ANY RIP -RAP AND LINING PROTECTION THAT HAS BEEN DAMAGED SHOULD BE REPAIRED IMMEDIATELY AS OUTLINED ABOVE. ANY SEDIMENT BUILD UP OVER TIME SHOULD BE REMOVED TO MAINTAIN THE DESIGNED VOLUME FOR STORMWATER CONTROL, FINI, HNm RFRM GRADF IN GEOTEXTILE FABRIC �V PLACED AROUND ORIFICE PLAN DETAIL (T01 LOCKABLE ACCESS DOOR (DO NOT WELD ACCESS DOOR TO STEEL RING) --\ ANTI -VORTEX PLATE (114 " STEEL) ---, 100YR WSE=757.10 0 10YR WSE=756.74 2YR WSE=756.31 EEL PLATE METAL GRATING (GALV. STEEL) WELDED TO 1 /4 " STEEL PLATE (3'X 1 " MAX. OPENING) POND OUTFALL STRUCTURE DETAIL NOT TO SCALE PRE -DEVELOPMENT DRAINAGE AREA 1 = 8.53 AC. PRE -DEVELOPMENT DRAINAGE SHED 2 = 6. 13 AC. All I �! � r r •• FLOW PATH = 64 LF \ ! PROP. \<\ �'\ �� •\\ i\ l\ \ 1 \I \� ll 1 / `1 �` \� !''++ 1 J FLOW PATH = 1147 LF rf4r PRE-DEVEL OPMEV T HYDROLOGY SCALE: I" = 100' SWM ORIFICE ?CP 112" THICK STEEL PLATE (DIA=Dr/4) TRASH RACK Dr = 48" Hydrology Data Name Total Area (AC.) Pervious Area (Ac.) Impervious Area(Ac) C-Value Tc (FAA Method) Peak Flow (CFS) 2-yr 10-yr 100-yr PreDev Area 1 8.53 7.59 0.94 0.37 33 6.357 9.060 12.820 PreDev Area 2 6.13 6.02 0.11 0.31 26 4.493 6.328 9.243 PostDev Area 1 8.09 715 0.94 0.37 33 6.029 8.593 12.150 PostDev Area 2 5.05 4.94 0.11 0.31 25 3.797 5,337 7.823 SWM Area (Untreated) 1.03 0.45 0.58 0.64 15 2.168 2.964 4.393 SWM Area Through Proposed SWM Pond 1.03 0.45 0.58 0.64 15 0.515 0.580 1.910 Total Peak Flow Reduction From Evaluated Areas (SumPre 1&2-SumPost 1,2&Pond) 0.509 0.878 0.180 DITCH ANALYSIS. PRE -DEVELOPMENT: 010=C*I*A 010 = 0.31 *6.75 IN/HR. *6.13 AC. Q10= 12.8CFS POST- DEVELOPMENT• POND BYPASS 010 = C*I*A Q 10 = 0.31 *6.75 IN/HR. *5, 05 AC, Q 10 = 10.6 CFS 10-YEAR POND DISCHARGE = 0.58 CFS TOTAL POST -DEVELOPMENT = 11.2 CFS *THIS COMPARISON DOES NOT TAKE INTO ACCOUNT THE PEAK FLOW TIMING OF THE POND AND BYPASS AREA, WHICH SHOULD OCCUR AT DIFFERENT TIMES. THE TOTAL POST -DEVELOPMENT WILL BE LOWER THAN THAT SHOWN ABOVE. SURVEY MARSH & LEGGE I LAND SURVEYING DESIGN MSS DRAWN MSS CHECKED MSS i �� POST -DEVELOPMENT DATE AUG. 2008 DRAINAGE AREA 2 SCALE HORZ; 1 " = 40' POST DEVELOPMENT PRE -DEVELOPMENT (POND BYPASS) = 5.05 AC. VERT: NIA DRAINAGE AREA 1 = 8.09 AC. DRAINAGE AREA 1 = 8.53 AC. / SEAL (POND BYPASS) PRE -DEVELOPMENT , $ p L TH 0 k POST DEVELOPMENT DRAINAGE SHED 2 = 6. 13 AC. DRAINAGE AREA TO POND = 1.03 AC. i o �A STIC Lic. 31162 `gyp 'Cv 121191109 IONAL / FLOW PATH = 64 LF ` ,t \ \J 1 i , / I CD r j 8 II 'xt � F°M Z tH 420 L LbCD n- > �l C o O Av v \vv 1v � -O I o u W V) Y IA �,. vI r� Qw FLOW PATH = 1147 LF �,��,j �v v' (Do W Cn rz , ; I O� DRAINAGE AREA DIVERTED FROM PRE DEVELOPMENT AREA 1 = 0.44 AC. 1*� ' c ib\r \ l 1 \ DRIVEWAY IMPERVIOUS AREA OFFSET `. \�, PROJECT BY DRAINAGE AREAS DIVERTED TO POST -DEVELOPMENT DIVERTED NO. 0617-08 PROPOSED SWM POND. FROM FLOWING ONTO ADJACENT POST-DEl/ELOPMENT HYDROLOGY CHURCH LOT = 0.10 AC. (NEWLY ADD 0617planset SCALE: 1 " = 100' TREATED DRAINAGE AREA) - DRIVEWAY IMPERVIOUS AREA OFFSET BY DRAINAGE AREAS DIVERTED TO SHEET 6 OF 9 PROPOSED SWM POND. GUY WIRE #12 GAUGE 3 STAKES RUBBER HOSE TREE WRAP WITH 50% OVERLAP 2" DOUBLE SHREDDED HARDWOOD MULCH/3" SAUCER. PLACE TOP 1/8 OF ROOTBALL ABOVE FINISH GRADE ROOTBALL-REMOVE TOP 113 OF BURLAP AND CUT ROPE AND/OR REMOVE WIRE BASKET FROM BALL BACKFILL LIGHTLY COMPACTED SETTLING MOUND SUBGRADE TYPICAL PLANTING DETAIL-- TREES UNDER 2-1 /2" CALIPER (NOT TO SCALE) RUBBER HOSE GUY WIRE #12 GAUGE TURNBUCKLE TREE WRAP WITH 50% OVERLAP FLAGGING TAPE ON EACH WIRE 2" DOUBLE SHREDDED HARDWOOD MULCH/3" SAUCER. PLACE TOP 1/8 OF ROOTBALL ABOVE FINISH GRADE 3 STAKES BACKFILL ROOTBALL-REMOVE TOP 113 OF BURLAP AND CUT ROPE AND/OR REMOVE WIRE BASKET FROM BALL LIGHTLY COMPACTED SETTLING MOUND TYPICAL PLANTING DETAIL - TREES OVER 2-1 Z2" CALIPER (NOT TO SCALE) LANDSCAPE CALCULATIONS 1. PERIMETER PARKING LOT. - REQUIRED: I TREE12000 SO. FT. IMPERVIOUS AREA 24,39112000 = 12.2 TREES, 11 TREES PROVIDED: 13 TREES LA NDSCA PE LEGEND THIS SHEET FOR LA NDSCA PING ONL Y LINE TABLE LINE HEARING DIST. L I N 75'17'02 " E 100. 15' L2 S 14'17'08 " W 115.00' L J 5 08' 19'J8 " W 74. Jg' L 4 S 00'43I I E 57.92' L5 S 6625'30W 54,25'] L6 N 134955 E 7-55' rl]PVF TAR/ F NO. RADIUS ARC TAN BEARING CHORD DEL TA Cl 725.00' 18.42' 9.21' S I3'3328" W 18, 42' 0 1'27'20 C2 725.00' 68.68' 34-37' S 10*0658" W 68.66' 05'25'40" CJ 19,34,86' 231,34' 115.81' N 70*0329" W 231,20' 06'51'02" KEY SYMBOL BOTANICAL NAME COMMON NAME SIZE (HEIGHT) QUANTITY REMARKS AR ACER rubrum Red Maple 2" col. 4 AS SHOWN ap QUERCUS polustrus Pin Oak 2" coL 5 AS SHOWN AS ACER socchorum Sugar Maple 2" cal. 4 AS SHOWN BJ ;�— Buyus j'cponl'co Japanese Boxwood 36 116 AS SHOWN 24-BJ, W (757.4 762- Ll 41- r PIN 52-22-4 G.M. HOMES, L L C NUMBER THREE INSTR. f040001429 ZONED: RA - USE RESIDENTIAL \ \ y `�' 10) 1114 \N 4' P 32-A-4,3 7. ACRES U E� VA LEUM ( i i t / / 1, 1 - - ) - - I \ I I 1 1 ) CEME TERY TERY j/ C� EX. CHURCH� BUILDING FF = 749.35 I kk 1W (765.8f . . . . ........ 1,14 sec. M0, LA NDSCA PE NOTES 1. ALL PLANTING SHALL CONFORM WITH SECTION 165-20301B OF THE FREDERICK COUNTY ZONING ORDINANCE (PLANT SELECTION, PLANTING PROCEDURE, AND MAINTENANCE). 2. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT 74 "i l 77 il 1 71 \TOP OF WELL 'CAP LPL EV=X54.72 �A L \ 07 8RI 51 40 eO 0 40 4-C S ALE.- 1 40' cr) (Oil Q) SURVEY MARSH & LEGGE I LAND SURVEYING DESIGN MSS DRAWN MSS CHECKED MSS DATE AUG. 2008 SCALE HORZ: I" = 40' VERT: NIA 091M HA STIC > P Lic. 31162 1219109 IDNAL Emm=4 < m �s a_ HE ', -n- V) 0 Q 0 LJ mn LL- uj g Lid CD PROJECT NO. 0617-08 80 CADD R FILE 0617planset SHEET 7 OF 9 UCD0 FULL CUTOFF ARCHITECTURAL WALLPACK cr 4)od with J�gner Sirlife), 11vjvtr°'4wj poll0lnttn,'v, QvftM .*Ao rr ll 101 Ittllntondrn:e In blest_ DFS'i,NFR STYUNG 10 Do YillrifaOnrl atrl'Zill(die;lDCanplPnlPlitnamyam 1RAl13lb1dttrrl 1lecrlrR. Tire rtb ddala and in°.aw Inn are smile b an popitu I;man(3n :xr1 tlati!4crl amn hombres•,***n wihratN of de hint ham the paMM W b the bsikfinp. Olr Eroo ."lea pnypsiOrpom* panel f YNct a5 are sartdnd M the inracl pnptiar tw innad %dews, FKM ip (tuk bmwe, tlstl k (sap, msd whir., aswelt as a smooth patmrn sivet. Olcsklm RA! (rain[ c0tafs ent Am De prarktd wRh arW6W iW fine. AR finishes aft (YMdQnrvf k1 Imk9t or0rrM the blgriM Mg0t, while [nEirt", the lixhre f Dra wfrllhat`s Lmt ENt",dNEFRED MFORMANCE fl1YJrrp,jft dMotred to pm,terz atdio3 aid PhK'lllr.. l obrWrkHim, RlemAWM,F,."l with slltnrw rjav'kPN i711 tATNI Into aml (kxx Thla biR1.ligtltr�ll5tnr pm[rrdA a inkpsarplknt jinn rlr. bad ftatlres verF ki to icy rjeata rarlannn2e alit ratetAl •.perm i he vwbcvl Lhrp vedltm tht` lol spat" bar". i the f0ilreanl pt0 di s bean Iltfkrrn[y, Ck. pk dins mceilent dvvenigeAt kntr tim %!'JtAM,in,-tmtrlflrrf tn"I, pm (0—kI systtir, is stmriard salts a Weeii style shim to be thelpof T lately i Ilkxta M for, ward dhmitnetien n Cleswad the siueld con be ri nmed dung lrmptstri Ptaimnetry. is dr:mL• life with alrl vaittrni this 6hetl fix bawl ADPIVA10411 dcsxfn. Et try k sivlrival with Mo tktheliGur Irssleneis la lung * a1M eluirralon cf tirdvanfu WRIUOn ttrd Cr URPS PS" IOCFS*aM Peet 111](I'Vew Wfrts 10 POP uR at Offal Dues. Art Apfoml stardom Steel 60r1C1n ta[Ch C�tl bP 5pedhetl 1p 41rGk Rlily wiR CP dewed. ile na d vffl R aid W pulse 2taf , rmgtrdfe meth table, Pled miC nftl MRde, e1fdrad: niormeril and huts pieme soditm. Other opliaei neWe phtlauntrot huiul, trno dadry citwrtt otondby tintl to U1e input fire. 120 van De bayonet brace EM sva ,ai frA (jermrnkm badap, 19 wall IAR I I 11A w1i(er for trrnde b4tery vNerm, hrsp anti fled hawled whcarboide Shull lot varidal resistarm, MNNER BENEFITS tiAsai (11^ Lot ovitlRr Nulls in a (Niltnt; Bf;Atenl'f! R 9IRIXlt1 be i11n"INe At 010"ClIN eyce Rent dhmmrintr+h ft r the tilsk rimini_ R tdnM be em" eHiniPd, single to service anf rtsore mifdmum m dldemssa . i shall be artractivt MW W to the buOdnT+t a pdarOnr R Slloukt be (m'i0m itivioRd end nerllrbor h: nmy.IUri R strnkl tte a lets vain mth benefits mry alig Cis mind anrl0peraMg nisi the t1Jr(d0 fist abaft ktum rs an that and more. NEED AN AREA LIGHT TO MATCH? The rtirtnnan noel "lion h A rasolf SpFltklnrt RAe klttinrr arninnr(s are, the annvef, CRhet of dw00e Anllle oarlphenled tmralo mr) rake a carplPtedesiln state- ,._ raw" while mrsaini tll flit r7ton Rtan¢irt5: ORDFRlNG 1NFORMAVON / 9t ISCNii.fAW"SIA 11% le>Lrttl, rttn ca 7tIFti NAI (ku;Yi ROWER l't%4i4rft PM41 fWli cTrrl=lr�.1t. sl+awifss SIFit ltil!CIIIA(Ctl $afs k+Ptll All" iPs lMG larNdw kYai;mn Y3srxrN i lternii-tnC°-f1'ry hA' 7arl <•/M POM fadhm r11dm1ab11 o hl-lap''S1+ r }t/4'1 INt11MMX1rllt instead. tek:.PCiI'TW _ 14A7TArSElSd4+IIR6'F B ON ,�,_ rngdi latrn -_,_� how nut11 IdAAN&I E Jearrl,rdi 54H[ 1P jPm,blranJwl�,_„..,_ _ _ -. _ _. - wrtmind pn Uka'"=j I2a *tq FM f1mna adD► rNR11 __-__. 0 lawsfta6md ivt'Rrgt Xxtinl Andleie':fif?y --. 140► 161V oaT 'kne Nit Quarts ramN _. - _. atarat fy iyitam laxaiaurp __ - i,._--.._�.wvw _-� _,__ - -. nt t5rycnw Sakxt EN' 179M 17hW ark tkA h•hlbk ILf1 trlt��� taewario W �tk� Mir►ARltdra r ISTMaPinSarkel ... loot i(A`M7 t) rtaufrlltl _. I ra4tarlae�aaax •aAnrtrrre vlrargrr . Flodrorio Ffor3reroaat ....__...._._..-..._. �......_..._ 1N.tPlP. et211. VP 42AZ26W : Gv u•arra ata.r WS nos TQW _ - d�. F17 W is rya s -. A - h. .. •_.. IP.1C1MIA -CIS woftst zm t 119N t i duanba is," With sdnodard ihthrnel I'mt stdald twat fit' 1 11. A" E t1 ;{ < 1 Al ,I I :_I I 1a ,1. •, If A la C - + dr. �.r ix ,, °r,.r 21 q1 io zn R.a ra u> 01 .eta I •:" lj:." lit..,^;Y A•F f.tl f5 ?; 1,4 �2 St,3a 1 rn'•il af! '�oR (ns^. 7_f'.Y solo 41 1. ill .... iA 9t1 I.I at i4 'A t.t 14 4, nR at1 61 R[. IA t3 I-6 GJ 0-i s 'fi'- � P1 -, n.. .•, au r•n a> Ufa a,r+ er ...1, . , :,_ (; C'.!. I:,^: 49r:, �'v 110?9.S °. n1 r., ny r. •„ r2 n1 re n. et n+ n. nz ?wesi•,r'dard Rrpn�a Bla,.k 59�1;.Gen•'r�latnumSdaer}. Eit.tor". CeW; are Iva:la:+;p icMmit factxey), tMt t?V; 401-- •. ACIM14%'hi:s may wy dtlR W CWIIc1a. G-"n: Itttrr%ued nrttlrrt kYllh annl ttscta rrrslglrrt7 All Lv0s, re °exwi' d etO o l :Mriun ;R NCr. IY 1laouutinq hW itit 1 9... 7 1 1 +•. i< e:M1 4d ➢:` 1A 1 2, hi to ;d r.r ..x A4 in ,11 111 A3 21 11 rR 2A at 2"5 At 7e P, I- C', ., 1 1 23 71 Is 21 22 1a to rn Il- i A it !A W 1,1 10 n7 U+ O1 AA Cf P.! fit " e7 •. ,.. 1. n1 °+I 13 -1 G-1 as 03 02 a., ai e3 01 1'.2 ni i1 • fighM2r1ERn41Edorppi=_ebrneiardwFkl prot"rCouriftflerh4thi F, ? alumnmtfbx nmrh=,hxJb n,nd erns& a Mcgul rome-mdctpimelx-tartk5pnry- ,.. elptoofmg• Pm-dri&dfor rrouridna, D mhatl* Ixd3j,ridd-p403tmitermrsmitandreinforced �'•- a: wrboard hardandraasl colas wal6bla, • EYtitrWaturnnumdnrFraretdth rigid owner bnpghPsaewsfdi, Mofumbaselix m-171amp. t lWvatt• 150wat lag tppe fiPFrelast starting %' H+ ,•.a -r{B� u4 $ g. tmdnjarddie`mstzm btchac fit tml-fc_ wty.QwtiVslimrega*;drQwAtioutirlm&, relnd at-2Tr(1.97br HPS): •2nwatt• 401 watt WAtyp41f'E Mlbst string ,: dl�kend nmstula.0smrativesik saavtirg mtrnsls etlaj at-20•rl.,attwr-0°Plot HPS). 2pdnat comtrmt Fbttanpormard • IMerovan4 P31 AV tbbWot nvirmmrm inradrnaistarrtgbs5 plwida3hxp full oAloff, ondirnYolbaorwa • fhdocknCel and pni"nA+s=a 19&tors a Dumbly lAllmmtrd'TQCth tpol+Rskr vral6bf®16tppzII;1141V,anlYdatributiora. pxidw=tpairrtfin'ahm=lorgifeard HZMIA45 (hydlo£rlrni), HN/W (Imlorkd vmnieranm-frmmicn M �""` '`a i ►u { � rralh-fieated tryd CmiedJ, H4 (mibh Inem). I6P • OL 1598 fislhad and n tettrfied foroutdnnr U%, 1j! c (regrrenh:d}. AR P CC"fidd robals6 in netb.b . • a arms mA4plea� OAhxtne sin_I OR[ ERIMG IHFORMATIOM I RCS �-� { 1. � — F ,of I1, , , ..-.1 k... . #. " �. IDYL RtS .:.'': .5, Io-Fvc-+A *IA .k H2 Honz. Ef- (hydrbfo,nmO F Ftrt I 6R balkpm W1- i oY ghna9 Prep (100,e0tllr} % +Y:'CIL 10,VNf.. H2P Ebdzft-AarMnnhtla Series. BL Blx k. W2 2099W .0 P. D70 100M(9-17) (DMrftd Wtt•fa SW i W3 AgsY telhrQ PP P wH Mrfe i D12 1251r (En.i7) i W4 ff/Y Wrong Prep Pis UOM (Eb.ta) N3 wnz.IEI- � SR Gry y45 r�Y Wlna Pm (hylrcwornscb) g p ^. P20 100111015) PS HP H Sam Pbtlww Stl+¢t W6 3a7m wimp Pre D .... Wet, o y4... A4 Am P25 800 (ED 2e) 1,113aI_rertbmgnw fDaCe�d mdti-fa rated AD Rol {Freai•m RPAZ Round rbk AdaDta ronr) Wirtznt flrrt,ma4"rhtl2rm) P.42 320g(ED.Is) ntdroforr� 14 Hodz. Ie(mrtil III—)': FG (23/c31Je') fine Gnipo RPA9 Ra3M Able AdapNr A10 arm Abum P35 3601e (rll.w 0., Wo i0" n9d H5: Hair V-CCruliAa 2im,ady - (Premfam (3114-31 W) tobr ) arm)l P40 44M {E0-2n}. l RP44 F*UrC PoteAd2pmr HSP Honx.V-Eldprmana25rzries CC Casco rn r�bt (3v)a-a'42'ry WIN Wal(BraRat I':�,I rr U_l (apgr111rItAQ1 ' ((ansuarclonl (arm nat rolrmmi nor !I, tl .� RPA5 Routs lGe Adip ter (5") Wl•de< S10 ioaw(EO.231/t) RPA6 ROund 001a Anapta(d) W2A4 rand arm kat-A1a 4' S25 L•oW red. t3 >,2i) I e c r Mpg F(X) Fn1rg(re0"Xi#Rh wtuge:l 120, 2404 WSA10 Wall Bran hergmlh 10, $25 YAw(tp* p�gwd-Tale 3-t40, 4-ir7,5-W, SOW art, $40 4301a(a de) 120/2M/240/27 Yes wi-3Q7) 0 Ike arlr6t N711 RrXkt 5 GdOr P(X)+ FIrol3rutaan (eph(P (a dy odor rrthaut XwiiS w bga! t.i 2r1 armor fQUirdnet 7 Trt.Tapm t-205, 3 NO, 94") Whitt, tAovawnwdarad 120/277,'Wyt PR(X) ream tatlwo"e la ar anxcssbrg) E so}a 237/2401f (raplaq K eitll-ItW, (29 & iW W PSMH & t-21a, 2204 3-240, HPS on h1) bi71, 5afd0, 6-3a1) U naL-hp OZ Owmi PS witb tael =/2U/112)/277f4WVt Hg Invmat HOt3y_-Side Shield G13lag Number Des(rlpilan RSPC-1-P25-H3-11 2ofY 2ww PMR Tjm If1 D No Ballast Vr, Iby[arboaate YaAdal RSPC-1-P32-H3-20 tort 329W PMR Type Ill Gad RSPC-1-P32-Hb2tl mftsww PMH Typo IN Rp Riw Panel RSPC-1-P40-H3-20 3'Mt 4WW PMR Typo III R(D) RaWat (EO Opthn mast he. RSPC-I- NO- 114-20 loft 4WW PMR Type Itl hxen aka) RSPC-i-P40 H3-25 2Mt 400W PM T III i R YPo 2 txsnry.ibl kl NghatwUaQemnl spx;R� Aalwmd h 4 ' Conhggs uns. (neplaei'X with mlOr) RSPC-1-P40•HI,.25 25ft4WWPMRTypgly 3 FE1,1114,6 tnwuntteldvaraAilraRnrcd. E'B EmbavefBend 4 RSPf.1-P4O-N3.3O 'Ills 400W PMI{TYPro TIT rbt eeilable in 4syiU L Lamp RSPGt-P40-H4-3tl 30ft 4XW PMH,T N MOPE: All pates to he Citified withA2 pattern. OwRle R.turaand pelammbinalircakeawilaAh. SEE PAGE 605 IDA Af_CESSOPIES A B C EPA Wad fit 6 A 81/2" t61/4" 23112" 1 7 fta 42 Ills, RCS tr.Bmm 413mm 6MrlM O2 Pa 19.1tti . ,. U.: ° 1Tt ib6'. nAa.duaghtwbsdoadxn:Isddeae>,•Un— See 5tau Np ETA Z. PW fiar roe deWW v hmetun. 578 THIS SHEET FOR SITE LIGHTING ONLY. LINE TABLE LINE BEARING DIST. L 1 N 75' 17'02 " E 100.15' L2 S 14'17`08" W 115.00' L3 S 08' 1938" W 74.39' L4 S 00'43'l 1 " E 57.92' L5 S 6625'30" W 54.25' L6 IN 13'4955" E I755' OIIRVF TARI F NO, RADIUS ARC TAN BEARING CHORD DELTA C1 725.00' 18.42' 9.21' S 13'3328" W 18.42' 0127'20" C2 725.00' 68.68' 34.37' S 10'0658" W 68.66' 05'25'40" C3 1934.86' 231.34 ' 115.81 ' N 70'03'29 " W 231.20' 06'51 '02 " INSTALL OPAQUE SHIELDING ON THIS FIXTURE TO PREVENT GLARE ON ADJOINING RESIDENCE M (7574,i�- PIN 32-22-4 G.M. HOMES, LLC NUMBER THREE INSTR. #040001429 ZONED: RA — USE. RESIDENTIAL s�„ F / 1 I 1 I/ IiI 1 11 � I / � I O �1 I I I ✓ \ ,Q i I� 1 � � I� .05 � GF INV, (755, R �• \ A r 1' I Church light plan � / I TOTAL LUMINAIRES 9 TOTAL KW LOAD: 1.588 IES File: HP07167.1ES �'9 ` ��— o-��� ✓ 1 Catalog No.: Laredo Full Cutoff r— \. Initial Lumens: 6400 Light Factor:Loss 50 FixtureWatts: 794 Number Luminaires: 2 IES File: HP07716JES Catalog No.: RCSA40OS-3Tx—x Test No.: HP-07716 Initial Lumens: 50000 Light Loss Factor: .750 Fixture Watts: 465 Number Luminaires: 7 ILLUMINANCE IS IN HORIZONTAL FOOTCANDLES. TARGET PLANE AT Z = 0 FEET. Summary POINTS 588 AVERAGE 1.4 MAXIMUM 13.0 MINIMUM .0 AVG/MIN 954.85 MAX/MIN 8748.53 EXTERIOR DOWNCAST LIGHTING (WALLPACKS) SHALL BE HUBBELL LIGHTING LAREDO SERIES FULL CUTOFF OR APPROVED EQUAL. ALL SITE LIGHTING SHALL BE DOWNCAST TO PREVENT GLARE ON ADJOINING PROPERTIES AND RIGHT—OF—WAYS. .ti INV. ,A 2AN 0 cn w N N C z o� O O Q N SURVEY MARSH & LEGGE LAND SURVEYING DESIGN MSS DRAWN MSS CHECKED MSS DATE AUG. 2008 SCALE HORZ: I" = 40' VERT: NIA SEAL �NLTH 0�, �IA STICI > .a Lic. 31162 0 1219109�G j�NAL - PROJECT NO, 40 20 0 40 80 CADD FiLE SCALE. 1 " = 40' SHEET CD z u J_ z (z] z U � UE5 (Aye l r . z r Of O J mU W Li W U L.� Q 0 0617-08 0617p/anset FOWNIMIP CONSTRUCTION OF A SILT FENCE STONE CONSTRUCTION ENTRANCE (WITH WIRE SUPPORT 1'X4'X4'-8" SLATS, 2-FINISH NAIL AT g 0 �O N � 1. SET POSTS AND EXCAVATE A 4'1'4" 2 STAPLE WIRE FENCING TO THE POSTS. Virginia �mia De p artment of Zrans �rtation TOP AND BOTTOM Cq CY) TRENCH UPSLOPE ALONG THE UNE 70' MIN. OF POSTS, Alinitnuln Standards o/'Entrances to State Higlnuays 2'X4 "X4' BEAMS, TOE NAIL TO POST moo, EXISTING C S .� A PAVEMENT P_ 3' Z p ¢ 3 u. 3 MOUNTABLE l %- / I COMMERCIAL ENTRANCE DESIGNS I,YMa« O.uEN5f0+1� � a FILTER CLOTH g" MIN. BERM (OPTIONAL) I / f 1 ALONG HIGHWAYS WITH SHOULDERS A As deterndned by the °O �' // A / ! Erg met, 1'ri SIDE ELEVATION — — ('( IE gash U..;,et ,n er�n,e..14 _i//-~-' SINGLE_ FWC�- NAY EPdTr2ANCE ° :�eo°i' "hel. it a aMc�pal a 4'X4'X8' POSTS �i W EXISTING 70' MIN. I that —the rfghi •ur« fens '. Ez GROUND eetorne o cenlirnrous lhro ll , o M the future, . eod8bno' r 12'6 reccr.r»enJed. / 1 I 12' B WASHRACK 10' MIN, L-�,-� / = G�--� I_ �y ry 4 (OPTIONAL) w _ ... -.I o- _y r i „ i I I U 1].5'- SO'. X e a,Y swleeted 1 , 4 —Q - Q ''$- Elf R/W -� wL.;polyd oetoltveNeie /.25(70 EXISTING FLOW (III I I" III I I j us t c G t o ahr Wd r n _ l _ D �ci y" 10 to is ad y t>re der�gner or CV 12' WIN- GYna i 4o we vehroiss or a CV PAVEMENT 4" shalred.ue be f11Re If— _ _ 'J 'l NOTE: PRESERVATIVE STAIN ON ALL WOOD. lri; _ "� Iw SA �cQ�00 POSITIVE DRAINAGE lO' MlN 3. ATTACH THE RLTER FABRIC TO THE WIR£ 4. BACKFILL AND COMPACT THE , Y A� v 1sa- - vo• COLOR TO MATCH THAT OF BLDG.IIIVDOT #1 COURSE TO SEDIMENT FENCE AND EXTEND R INTO THE TRENCH EXCAVATED SOIL. __-...r-� -_ _- ---._..�--_.....__...�-_.---.- .-+--------___— AGGREGATE B �— ---1 >< pC TRAPPING DEVICE I I MUST EXTEND FULL WIDTH OF Fnfrentn deta9e Shnwn en Ihr, i'dges Ai Porement Notes' INGRESS AND EGRESS OPERATION PLAN I//EW ghee, ner he weelned ,e me•1 I a O sheet is cite rox 6d;fi#d 1 or SINGLE TWO-WAY ENTRANCE d.retted or opprored by -tQe CONCRETE FOOTING • III a IEngfncer, ..,,en 6nsed ,.n.1 / W;TH RIGHT TURN LANE AND TAPER ergmeerinq p—Oples. I if nn PYACo3 fe .-10 oa wpr td- / / m ;, VAC 30-71-t0 o present, cure I I I I- Iu romps m. oceordonce with 5t'd. C(i'12 will UG Mevided. —III—III— I —III—I I I- 12' MIN. Liev`s of Povkinq Lot i I - t' II I �� I►II II __ w -c 4. i i WOOD FENCE AND GATE DETAIL 3" MIN. 1= FLOW 1- _ .- ` _ -. _ _ _.. T �.� _ _ _ R'w- _ NOT TO SCALE _ S u FILTER CLOTH SECTION A -A A ----- s o I III � , , •�_��--' I '�.--�--�=�--_..____._ � __.-_._._� � EXTENSION OF FAitBRIC AND WIRE INTO THE TRENCH. _ F ---"1 Edge c1 Poveman, - - A _p a S RLTER FABRIC ° A. .a . ° - e ` < .:d - ° . do ° Qa > V e° a a 5 3" ` m WIRE I 19 o ° G ..d c a .. °. Q ° e Q_ 11 REINFORCED CONCRETE DRAIN SPACE ' 1 - 6" W SECTION B-B �h(erwood URCE,` Adopted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE..1:05-1 �TYP SLOTS FOR DRAINAGE I � ESD-J02 & Wyont 11 SILT FENCE CUL INERT INLET PIPE OUTLET CONDITIONS g,1 H y CC,= ii 'a . .' a 5.3" z PROTECTION A 2-24" #6 REBARS I IzSTReeT APPROACH SAME. (TYP') T FOR WHEEL STOP ` A -el SURFACING AS IAAINlJNE /> ENDWALL (RADWS TO BE A5 1 6 I ROADWAY SHOWN ON PLANS) 1 C (�` 9U 3d0 ...._ .-� ..., I W O O do J RA gIJXUl N SHOWN DN PLANS) A' - SECTION A - A o TOE OF FlC( PIPE OUTLET TO FLAT CU8 17E(RADIUS TO 5E AS STV ; C 6) .` CULVERT AREA WITH DEFINED "- -- ---- / ' r( \ CHANNEL SIDEWALK (® I W I CLASS A3 '•' rht' -" WHEEL STOP 3 PLAN VIEW I'Ite •►, , •�• Dt-whlstslot NOT TO SCALE SURVEY s'-I pPT1014& MARSH & LEGGE eG FLOW LINE 8" CONCRETE • i.' •i, • i. �. y ..._ I " LAND SURVEYING EXPANSION JOINT , In L a _ ExPANSKNI JOINT WIRE MESH REINFORCING V. D. 0. T.DESIGN NOTE►OWIDTH ON 21-0" OR AS Ar SECTION C-C ROAD AND BRIDGE STANDARDS SECTION 301,04 MSS 0 % - SHOWN ON TYPICAL SECTION, A IAAtN1,INf ROADWAY 8, d 6'i . ;. DRAWN MSS TOE OF FILL SECTION A -A FILTER CLOTH KEY [N 8"-9"; RECOMMENDED FOR ENTIRE PERIMETER PLAN VIEW - CLASS A-3 CONCRETE o e ® CDNSTRUCT GRADE CHANCES WITH A PARABOLIC CURVE, \r\\\r\\r\\r\\r\\r\\r�\r\\r�\r\\r\\r\\r\\r�\r� 6„ BASE 21-A CHECKED MSS TH TURNING REQUPEIAENTS OF ANTICPATED HEAVY COMPACTED SUBGRADE SILT FENCE e o , WH N THE ENTRANCE RADIICANNOT ACCOMMODATE (COMPACTED TO 95Z DENSITY AT OPTIMUM DATE asrANCE Is 6' MININUM if FLOW A )C' PARABOLIC CURVE TRUCK TRAFFIC THE DEPTH TOR SIDEWALK & CURB IS TOWARD EMBANKMENT OGE OF SHOULDER OR 6 x MAX. RAMPS WITHIN THE LIMITS OF THE RADIISHO(JI,D BE MOISTURE CONTENT VDOT VTM-1 METHOD) A 3d0 (MIN.) EPTIONAL FLOW( LINE LOPE CHANCE- ® O INCREASED TO 7n. / AUG. ZOOS aow MNNLNE RCIAOWAY -" _ WHEN ST'0. CC-771S U5f0 FOR ENTRANCES BUILT SCALE HORZ: 1 " = 40 B 7G M,UC.. ._... IN CONJUNCTION WIN VODT PROJECTS, PLEASE * d0 SLOPE CHANCE-� -~- �„ D NOTE THE FOLLOWING NOTE: OPTIONAL STONE COMBINATION PIPE OUTLET TO WELL 5'WIN• a01)AN. FOR STREET ** MAINLINE PAVEMENT SHALL BE CONS CTto VERT: NIA TO THE RMW LINE (RED FOR , LINE a TRASH D UMPS TER PA D O'IDESRABLE FOR COMMERC STABILIZATION REQUIRED FOR MAINLINE SEAL FREDERICK COUNTY DEFINED CHANNEL ENTRANCE PAVEMENT WHICH CAN BE OWITED IN THE ENTRANCE,) (NOT TO SCALE) AL TH o f PUBLIC WORKS REQUIRES 10 I5' PLAN VIEW SECTION A - A RADIAL CURE OR CONf91NATtON' CURB THE STONE COMBINATION GUIDELINES FOR GRADE CHANGED AND CUTTER SHALL NDT BE CONSTRUCTED Dt-dumppad Gr TO BE UTILIZED FOR L a BEYOND THE R/W LI EXCEPT FOR REPLACEMENT PLIRPOS S. INLET PROTECTION, �} h O ENTRAtiCE VOLUME WHEN USEDINCONJUNCTION WITH STANDARD STANDARD IS �0 BE ADJUSTED TO HATCH THE U �IA STIC y FLOW _NTR&N VOLUME DESIRABLE MAXIMUM CG-3 OR C •7 THE CLktB PACE ON TFn5 O •- - 2.5' — d NICH'(�tORE THAN 150o YPD) o z 3 z MOLTIT14pLE CURB CONFIGURATION. ONSI TE TYPICAL PA I/EMEN T SECTION raeDluM (500-13DO VPD) ,� Lic. 31162 SECTION A -A � S s X g x SEE STANDARD CC-12 FOR CURB .RAMP DESIGN ,� � FILTER CLOTH KEY IN 8"-9": RECOMMENDED FOR ENTIRE PERIMETER LOW 4LES9 YHAN "J00 VPD1 56 Z TO 8E USED WITH THIS STANDARD. NOT TO SCALE O g X * PLANS ARE TO INDICATE WHEN CONSTRUCTION OF 1219109 NOTES: 1. APRON LINING MAY HE RIPRAP, GROUTED RIPRAP, GAB[ON A FLOW LINE REQUIRED TQ PR VDOT j3, IJ57, 15, 156 OR 157 COARSE AGGREGATE CLASS I RIPRAP BASKET, OR CONCRETE. DRAINA T ACROSS THE ENTRANCE, Pa��� TO REPLACE SILT FENCE IN " HORSESHOE " WHEN 2, La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED OPTIONAL FLOW MAY REQUIRE WAFtPINcG OF A SSIONAL HIGH VELOCITY OF FLOW IS EXPECTED USING PLATES 3.18-3 AND 3,18-4. PORTION OF GUTTER TO PRECLUDE POND P`IN4 OF )PATER. 3, d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT L IGH / LESS THAN 6 INCHES. T PA VEMEN / T SEC ION / T SOURCE: ADAPTED from VDOT Standard Sheets and Vo. DSWC PLATE. 3.08-1 Source: Va. DSWC Plate 3.18-1 SPfCIF'ICATION REFERENCE METHOD OF TREATMENT- PRIME & DOUBLE SEAL PER ROCK CHECK DAM CONNECTION FOR STREET INTERSECTIONS VDOT SPECIFICATIONS AND COMMERCIAL ENTRANCES REV.7/01 2 ACRES OR LESS OF DRAINAGE AREA VIRGINIA DEPARTMENT OF TRANSPORTATION 203.0A 6" SUBBASE VDOT STD. GR-21A �IIII�IIII��IIIIIHE �IIIIIE IJEJIJEE1III�IIIII�IIII� COMPACTED SUBGRADE (COMPACTED TO 957, DENSITY 3' AT OPTIMUM MOISTURE CONTENT z FILTER CLOTH VDOT VTM-1 METHOD o (OPTIONAL) _J (DOWNSTREAM VIEW) M z U E5_ PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST VDOT11 OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED J o� COARSE AGGREGATE PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. Q o o FLOW ?' 3' Dt-pvmt-tarchip �o w m Li L�j CYj W Z � t� Q W CD w W cn Cr 2-10 ACRES OF DRAINAGE AREA s 3' FILTER CLOTH (OPTIONAL) (DOWNSTREAM VIEW) VDOT 11 PROJECT COARSE AGGREGATE NO.0617-08 FLOW - ?' 3' FILED L0617planset ESD-320- I CLASS I RIPRAP "EEF 9 0F 9 -(!-9111-714 -5 yp - �So 47,2-U Page 1 of 1 [5) 111SIC Description C11Corrugated and Solid Fiber Boxes IIIFolding Paperboard Boxes, Including Sanitary (except a erboard backs for blister or skin packages)" ISetup Paperboard Boxes "Fiber Cans, Tubes, Drums, and Similar Products" U-Sanitary Food Containers, Except Folding"