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HomeMy WebLinkAbout02-22 Site Plan rev 092622PROPOSED SEWER LINE PROPOSED WATER LINE 1400 PROPOSED CONTOURS EXISTING CONTOURS PROPOSED SANITARY MANHOLE STANDARD PROJECT LEGEND: EXISTING SANITARY MANHOLE ABBREVIATIONS: EXISTING CURB & GUTTER PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED OVERHEAD TELEPHONE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED WATER GATE VALVE REVERSE CURB & GUTTER EXISTING WATER GATE VALVE PROPOSED CURB & GUTTER BENCHMARK UTILITY POLE NOTE: 1. ANY SYMBOL NOT CALLED OUT IN LEGEND WILL BE LABELED ON PLAN. 2. NOT ALL SYMBOLS IN LEGEND APPLY TO THIS PLAN. 3. AN "X" IN FRONT OF ANY UTILITY LINE TYPE INDICATES EXISTING. 4. NUMBERS ON A UTILITY LINE INDICATES LINE SIZE. B/W BOTTOM OF WALL BFF BASEMENT FINISH FLOOR BM BENCHMARK C-C CENTER TO CENTER CG CURB & GUTTER CL CENTER LINE CMP CORRUGATED METAL PIPE CO CLEAN OUT CONC CONCRETE DI DUCTILE IRON PIPE Δ DELTA ESMT EASEMENT EP EDGE OF PAVEMENT ELEV ELEVATION EW ENDWALL EX EXISTING FCR FOOT CANDLE RADIUS FDC FIRE DEPARTMENT CONNECTION FES FLARED END SECTION FF FINISH FLOOR FH FIRE HYDRANT FM FORCE MAIN H HEIGHT HDPE HIGH-DENSITY POLYETHYLENE INV INVERT L LENGTH LF LINEAR FEET MH MANHOLE NTS NOT TO SCALE N/F NOW OR FORMERLY O-C ON CENTER PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PI POINT OF INTERSECTION PL PROPERTY LINE PRC POINT OF REVERSE CURVE PROP PROPOSED PT POINT OF TANGENCY PVC POINT OF VERTICAL CURVATURE PVI POINT OF VERTICAL INTERSECTION PVMT PAVEMENT PVT POINT OF VERTICAL TANGENT R RADIUS R/W RIGHT-OF-WAY RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN ROW RIGHT-OF-WAY S/S SPOT SHOT SCH SCHEDULE SEW SANITARY SEWER SS SANITARY SEWER STA STATION STD STANDARD STR STRUCTURE SWM STORMWATER MANAGEMENT TBM TEMPORARY BENCH MARK TYP TYPICAL T/C TOP OF CURB T/G TOP OF GRADE / SIDEWALK T/P TOP OF PAVEMENT T/W TOP OF WALL WM WATER MAIN W/WITH PLANS PREPARED BY: VALLEY ENGINEERING, PLC CONTACT: RYAN BOSHART, P.E. 4901 CROWE DRIVE MOUNT CRAWFORD, VIRGINIA 22841 TELEPHONE (540) 434-6365 OR (800) 343-6365 FAX (540) 432-0685 www.valleyesp.com e-mail: rboshart@valleyesp.com OWNER/DEVELOPER: RICHMOND AMERICAN HOMES CONTACT: BRIAN W. HARRIS 12220 SUNRISE VALLEY DRIVE, SUITE 400 RESTON, VIRGINIA 20191 TELEPHONE: (703) 390-0916 FAX: (703) 390-1867 EMAIL: Brian.Harris@mdch.com PROJECT DIRECTORY WATER METER AIR RELEASE VALVE SANITARY SEWER CLEANOUT TEE WATER MAIN REDUCER SIGN WATER MAIN CROSS STEAM LINE GRATE WATER MAIN PLUG COMM COMMUNICATION PULLBOX SITE LIGHTING COMMUNICATIONS MANHOLE/HANDHOLE ELECTRICAL POWER MANHOLE/HANDHOLE EXISTING FENCE/GUARDRAIL COMM ELEC W PROPOSED FORCE MAIN RAVEN OAKS CLUBHOUSE SP #02-22 SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA VICINITY MAP 1" = 1,000' SHEET NO.: EXP./CLIENT No.: 4317-3 PROJECT No.: 12382-3 DATE: 11/24/2021 REVISIONS: SCALE: C0.01 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC. 4901 CROWE DRIVE MOUNT CRAWFORD, VIRGINIA 22841 TELEPHONE (540) 434-6365 OR (800) 343-6365 FAX (540) 432-0685 www.valleyesp.com RAVEN OAKS CLUBHOUSE RAVEN OAKS DRIVE & LENORE LANE FREDERICK COUNTY WINCHESTER, VIRGINIA 2/03/22 - VDOT COMMENTS 5/02/22 - VDOT COMMENTS 6/15/22 - COUNTY COMMENTS 7/14/22 - FCSA COMMENTS 9/26/22 - LENORE LANE ENTRANCE REMOVAL 1,00001,000 1" = 1,000' SS SS FM TELE OH PROPOSED UNDERGROUND TELEPHONETELE UG PROPOSED OVERHEAD POWERELEC OH PROPOSED UNDERGROUND POWERELEC UG PROPOSED GAS LINEGAS PROPOSED GEOTHERMAL LINEGEOTHERMAL PROPOSED STEAM LINESTEAM PROPOSED COMMUNICATIONS LINECOMM AR REVERSE CURB & GUTTER TRANSITION PROPOSED FENCE/GUARDRAIL POST PROPOSED FIBER OPTIC LINEFO RESPONSIBLE LAND DISTURBER: NAME: CERT #: EXPIRATION: CALL MISS UTILITY PRIOR TO EXCAVATION 811 OR 1.800.552.7001 SUBCONTRACTORS MAY NOT WORK UNDER ANOTHER COMPANY'S TICKET UNLESS THEY ARE UNDER THE DIRECT SUPERVISION OF THE COMPANY THAT PROVIDED THE NOTICE OF EXCAVATION. ALLOW REQUIRED TIME FOR MARKING AND BEGIN EXCAVATION ONLY AFTER CHECKING THE POSITIVE RESPONSE SYSTEM. EXCAVATION MAY BEGIN WHEN: ALL NOTIFIED UTILITIES HAVE EITHER MARKED THEIR LINES OR REPORTED THAT THEY HAVE NO FACILITIES IN THE AREA OF EXCAVATION OR THE MARKING PERIOD HAS EXPIRED (AFTER 7:00 AM ON THE THIRD WORKING DAY AFTER NOTICE TO THE CENTER.) OR MISS UTILITY INFORMS YOU THAT NO MEMBER OPERATORS NEED TO BE NOTIFIED OF THE EXCAVATION. YOU WILL STILL GET A TICKET NUMBER! RESPECT THE MARKS - PROTECT AND PRESERVE THE MARKINGS FROM THE TIME EXCAVATION BEGINS UNTIL THE WORK IS COMPLETED. CALL MISS UTILITY TO UPDATE THE TICKET IF WORK WILL CONTINUE PAST 15 DAYS OR IF THE MARKS BECOME ILLEGIBLE DUE TO TIME, WEATHER, CONSTRUCTION OR ANY OTHER CAUSE. EXCAVATE CAREFULLY - IF THE EXCAVATION IS WITHIN 2 FEET OF A MARKED UTILITY LINE, EXPOSE THE UTILITY LINE BY HAND DIGGING AND KEEP ALL MECHANIZED EQUIPMENT AT LEAST 2 FEET AWAY FROM THE EXTREMITIES OF THE UTILITY. TITLE SHEET SITE PLANNING & DEVELOPMENT 107 NORTH KENT STREET SUITE 202 WINCHESTER, VA 22601 (540) 665-5651 PUBLIC WORKS 107 NORTH KENT STREET 2ND FLOOR, SUITE 200 WINCHESTER, VA 22601 (540) 665-5643 BUILDING INSPECTIONS INSPECTIONS DEPARTMENT 107 NORTH KENT STREET WINCHESTER, VA 22601 (540) 665-5650 FREDERICK WATER 315 TASKER ROAD PO BOX 1877 STEPHENS CITY, VA 22655 (540) 868-1061 FIRE & RESCUE 1080 COVERSTONE DRIVE WINCHESTER, VA 22602 (540)665-5618 VIRGINIA DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY 14031 OLD VALLEY PIKE EDINBURG, VA 22824 (540) 984-5600 VIRGINIA DEPARTMENT OF HEALTH-DRINKING WATER 107 NORTH KENT ST. WINCHESTER, VA 22601 (540)665-5600 VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY 4411 EARLY RD. HARRISONBURG, VA 22801 (540)574-7800 SHENANDOAH VALLEY ELECTRIC COOPERATIVE WINCHESTER, VA 22601 (540)450-0111 SHEET INDEX PAGE DESCRIPTION C0.01 TITLE SHEET C1.01 GENERAL NOTES C2.01 EXISTING CONDITIONS C3.01 EROSION & SEDIMENT CONTROL NOTES C3.02 EROSION & SEDIMENT CONTROL - PHASE I C3.03 EROSION & SEDIMENT CONTROL - PHASE II C3.04 EROSION & SEDIMENT CONTROL DETAILS C4.01 SITE & GRADING PLAN C4.02 CODE REQUIRED LANDSCAPE PLAN C4.03 LAND COVERAGE MAP C5.01 STORM PLAN & PROFILE C5.02 SIGHT DISTANCE PLAN & PROFILES AND SIGNAGE PLAN C5.03 SIGHT DISTANCE PLAN & PROFILES AND SIGNAGE PLAN C6.01 GRADING PLAN C7.01 DETAILS C7.02 DETAILS C7.03 DETAILS RAVEN OAKS CLUBHOUSE PROPERTY ADDRESS / OWNER: DEVELOPER: ENGINEER:VALLEY ENGINEERING TAX MAP # INSTRUMENT NUMBER TOTAL LOT ACREAGE: TOTAL LAND DISTURBED: ZONING: BUILDING SETBACKS: FRONT:35 FEET SIDE:15 FEET REAR:50 FEET PROPOSED USE: ISO NEEDED FIRE FLOW:1,000 GPM (MINIMUM) TOPOGRAPHIC / BOUNDARY SURVEY: DATUM:NAVD 88 DATUM FLOOD PLAIN INFORMATION:THIS PROPERTY IS LOCATED IN ZONE X AS SHOWN ON FIRM MAP NUMBER 51069C0219E EFFECTIVE JANUARY 29, 2021. HYDROLOGIC UNIT CODE:PU16 - 200700040901 OPEQUON CREEK - SULPHUR SPRING RUN PARKING PROPOSED USE:CLUBHOUSE & POOL PARKING BASED ON:1 SPACE PER 10 RESIDENTIAL UNITS SERVED UNITS IN SUBDIVISION:143 UNITS TOTAL PARKING REQUIRED:15 SPACES (143 UNITS / 10 = 14.3 SPACES) ADA PARKING REQUIRED:1 PER 25 SPACES TOTAL PARKING DESIGNED:21 (2 ACCESSIBLE) RICHMOND AMERICAN HOMES OF VA INC RICHMOND AMERICAN HOMES OF VA INC 64G-4-1-143B 3151000 3.92 ACRES 1.00 ACRE RP CLUBHOUSE AND POOL MARSH & LEGGE, LAND SURVEYORS, P.L.C. OTHER USES {165-402.09 N} IMPAIRMENTS:E.COLI THE FOLLOWING PLAN SET IS A SUBSEQUENT REQUIREMENT TO THE APPROVED PLAN SET TITLED: "SUBDIVISION DESIGN PLAN FOR RAVEN OAKS" DATED: 12/23/2019 (REVISED: 07/16/2020) (SDP #01-19 (§165-802.03(A)(7)) RECREATION UNIT TABLE FACILITY DESCRIPTION PROPOSED UNIT COUNT RECREATIONAL POOL 1 MULTI-PURPOSE COURT 1 RAVEN OAKS PLAN SHEET 1 OF 83 SHOWS THE PROJECT TOTAL WATER AND SEWER DEMAND AS 50,400 GPD AVERAGE DAILY DEMAND. THE CLUBHOUSE IS INCLUDED IN THIS TOTAL. RESIDENTIAL (143 LOTS @ 300 GPD PER LOT) = 143 * 300 GPD = 42,900 GPD POOL (70 SWIMMERS PER DAY EST @ 10 GPD PER SWIMMER) = 70 * 10 GPD = 700 GPD CLUBHOUSE (1506 SQ FT @ 0.1 GPD PER SQ FT) = 151 GPD TOTAL = 42,900+700+151 = 43,751 GPD ORIGINAL SUBDIVISION DESIGN = 50,400 GPD MAX BUILDING HEIGHT PER CODE:45 FEET PROPOSED BUILDING HEIGHT:26 FEET P:\125892\pro 125892 Raven Oaks Clubhouse\Civil\Proplan\12589-2_Raven Oaks Clubhouse_{Current}.dwg, 9/23/2022 11:39:51 AM, BLloyd09/26/2022 SHEET NO.: EXP./CLIENT No.: 4317-3 PROJECT No.: 12382-3 DATE: 11/24/2021 REVISIONS: SCALE: C1.01 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC. 4901 CROWE DRIVE MOUNT CRAWFORD, VIRGINIA 22841 TELEPHONE (540) 434-6365 OR (800) 343-6365 FAX (540) 432-0685 www.valleyesp.com RAVEN OAKS CLUBHOUSE RAVEN OAKS DRIVE & LENORE LANE FREDERICK COUNTY WINCHESTER, VIRGINIA 2/03/22 - VDOT COMMENTS 5/02/22 - VDOT COMMENTS 6/15/22 - COUNTY COMMENTS 7/14/22 - FCSA COMMENTS 9/26/22 - LENORE LANE ENTRANCE REMOVAL --- N/A GENERAL NOTES GENERAL NOTES (ALL MAY NOT APPLY): 1.ALL AREAS NOT BUILT OR PAVED UPON SHALL BE LANDSCAPED. 2.THE LOCATIONS, SIZE, AND TYPES OF EXISTING UTILITIES ARE SHOWN BASED UPON READILY AVAILABLE INFORMATION AND ARE SHOWN AS AN APPROXIMATE REPRESENTATION ONLY. THE ENGINEER, OWNER, OR ANY OTHER REPRESENTATIVE HAVE NOT INDEPENDENTLY, OR JOINTLY, VERIFIED THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE DETERMINE THE EXACT LOCATIONS, SIZES, AND ELEVATIONS OF THE POINT OF CONNECTIONS TO EXISTING UTILITIES AND SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN ANY PUBLIC RIGHT-OF-WAY. 3.WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROM THE FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED, THE CONTRACTOR SHALL, WITHOUT DELAY, ACCURATELY DETERMINE THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY. THIS INFORMATION SHALL BE PROVIDED, IN WRITING, TO THE OWNER'S REPRESENTATIVE TO DETERMINE CORRECTIVE MEASURES. ANY WORK COMPLETED BY THE CONTRACTOR PRIOR TO THIS RESOLUTION WILL RESULT IN ANY CLAIM BY THE CONTRACTOR NOT BEING CONSIDERED. 4.THE TOP ELEVATION OF ANY STRUCTURE, MANHOLE, BASIN, VALVE, OR ANY OTHER FIXTURE IS APPROXIMATE AND THE FINAL ELEVATION SHALL BE BASED UPON ON FOLLOWING: (1.PAVEMENTS AND CONCRETE SURFACES: FLUSH (2.ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH (3.LANDSCAPE, SOIL AND SEED, AND OTHER EARTHEN MATERIAL: ONE INCH ABOVE SURROUNDING AREA AND TAPER TO FIXED OBJECT. 5.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND POINTS OF ENTRY INTO THE BUILDING FOR ALL UTILITIES. 6.CONTRACTOR SHALL MAKE ARRANGEMENTS FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, FIRE ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK WAS COMPLETED BY CONTRACTOR OR OTHER ENTITY, TO ENSURE COMPATIBILITY WITH FINISHED GRADES. 7.CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, INSTALLATION, AND BACKFILL OF FINISHED SITEWORK RELATED TO ITEMS SUCH AS PULL BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS. CONTRACTOR TO FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY AND AS INDICATED ON THE DRAWINGS. 8.A SEPARATE SIGN PERMIT WILL BE REQUIRED FOR ALL SIGNAGE WITHIN THE SUBDIVISION AND IT IS THE RESPONSIBILITY OF THE OWNER TO OBTAIN THIS DOCUMENT. 9.ANY DUMPSTER PADS SHALL BE SCREENED IN ACCORDANCE WITH THE APPLICABLE CITY, TOWN, & COUNTY REGULATIONS. 10.ALL DIMENSIONS SHOWN ON THESE PLANS ARE TO THE FACE OF THE BUILDING, BACK OF CURB OR THE EDGE OF THE PAVEMENT UNLESS OTHERWISE REFERENCED. 11.WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE CITY, TOWN, OR COUNTY DESIGN AND CONSTRUCTION STANDARDS MANUAL, THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE STANDARDS, THE VDOT ROAD AND BRIDGE SPECIFICATIONS, AND THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND REGULATIONS. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS, OR PLANS, THE MOST STRINGENT WILL GOVERN. ALL UTILITIES TO BE DEDICATED TO ANY MUNICIPAL WATER AND/OR SANITARY SEWER SYSTEM SHALL BE CONSTRUCTED AND TESTED TO CONFORM TO THE COMMONWEALTH OF VIRGINIA STATE BOARD OF HEALTH AND THE CITY, TOWN, OR COUNTY DESIGN AND CONSTRUCTION MANUAL. 12.PRIOR TO THE COMMENCEMENT OF ANY WORK ON THIS SITE, THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE AGENCIES AND SHALL INSTALL ALL EROSION CONTROL MEASURES AS SHOWN ON THE APPROVED CONSTRUCTION DOCUMENTS RELATING TO THIS PROJECT. 13.EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN AND AS NECESSARY AND SHALL BE CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS. 14.CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF THE CONSTRUCTION ACTIVITIES TO ENSURE THAT SEDIMENT SHALL NOT AFFECT REGULATORY PROTECTED AREAS, REGARDLESS IF SEDIMENT TRANSPORT IS BY AIR, WATER, OR ANY OTHER MEANS OF TRANSPORT. 15.CONTRACTOR SHALL SCHEDULE CONSTRUCTION ACTIVITIES SUCH THAT DISTURBED AREAS ARE LEFT UNSTABILIZED FOR A MINIMUM AMOUNT OF TIME BEFORE THEY ARE COVERED, PERMANENTLY OR TEMPORARILY STABILIZED, OR OTHERWISE STABILIZED TO PREVENT EROSION. 16.WHEN THE CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO THAT OF THE ORIGINAL APPLICATION. 17.UPON COMPLETION OF CONSTRUCTION ACTIVITIES AND THE ESTABLISHMENT OF APPROPRIATE STABILIZATION, THE CONTRACTOR SHALL REMOVE ALL EROSION CONTROL MEASURES AND PROVIDE ANY ADDITIONAL STABILIZATION MEASURES, AND CLEAN ALL SEDIMENT AND DEBRIS FROM THE SITE AND INSTALLED PIPING. 18.ANY DRAIN INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION DEVICES SHALL BE REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN ACCEPTABLE MEANS OF CLEANING. 19.THE LOCATION OF EXISTING UTILITIES AS SHOWN, IS APPROXIMATE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION, SIZE, AND MATERIAL OF ALL EXISTING UTILITIES PRIOR TO ORDERING ANY NEW MATERIALS REQUIRED FOR UTILITY CONNECTIONS. ANY MATERIALS ORDERED PRIOR TO FIELD VERIFICATION OF EXISTING UTILITIES SHALL BE AT THE CONTRACTORS OWN RISK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR, AT HIS OR HER EXPENSE, OF ALL EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. FORTY-EIGHT HOURS PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL CALL MISS UTILITY AT (800)-552-7001. 20.CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ANY MANMADE FEATURE WITHIN THE LIMITS OF THE WORK INCLUDING, BUT NOT LIMITED TO, BUILDINGS, STRUCTURES, PAVEMENT, SLABS, CUBING, FENCES, UTILITIES, ETC. UNLESS OTHERWISE NOTED ON THE APPROVED DRAWINGS. REMOVAL, AND PROPERLY DISPOSAL, OF EXISTING FEATURES SHALL EXTEND FROM UNDER ANY PROPOSED STRUCTURE A DISTANCE OF 10' BEYOND THE PROPOSED BUILDING FOOTPRINT, OR ANY OTHER BUILDING FEATURE. 21.EXISTING UTILITIES SHALL BE TERMINATED IN ACCORDANCE WITH ANY APPLICABLE REGULATION AND BE COORDINATED WITH THE APPROPRIATE AUTHORITY HAVING JURISDICTION. 22.THE DISPOSAL OF ANY DEMOLITION DEBRIS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS AND BE LEGALLY COMPLETED IN AN AUTHORIZED DISPOSAL AREA. 23.THE LIMITS OF DEMOLITION SHOWN ON THE PLANS MAY, OR MAY NOT, INCLUDE ALL REQUIRED DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR THE ULTIMATE REMOVAL OF ANY FEATURE REQUIRING REMOVAL FOR THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR THE IDENTIFICATION OF EACH AND EVERY ITEM REQUIRING DEMOLITION PRIOR TO PRESENTING A FINAL BID TO THE PROJECT OWNER OR REPRESENTATIVE. NO CLAIMS BY THE CONTRACTOR FOR ADDITIONAL DEMOLITION WORK WILL BE CONSIDERED. 24.UNLESS SPECIFICALLY PROVIDED, THE ENGINEER HAS NOT PREPARED DESIGNS FOR, AND SHALL HAVE NO RESPONSIBILITY FOR, THE PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF ANY HAZARDOUS MATERIALS, TOXIC WASTE, OR POLLUTANTS AT THE PROJECT SITE. THE ENGINEER AND OWNER SHALL NOT BE RESPONSIBLE FOR ANY CLAIMS OF LOSS, DAMAGE, EXPENSE, DELAY, INJURY, OR DEATH ARISING FROM THE PRESENCE OF HAZARDOUS MATERIALS. IF FOUND, THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER AND OWNER FROM ANY CLAIMS MADE IN CONNECTION WITH ANY SUCH MATERIAL. THE ENGINEER SHALL HAVE NO ADMINISTRATIVE OBLIGATIONS OF ANY TYPE WITH REGARD TO ANY CONTRACTOR AMENDMENT INVOLVING THE ISSUES OF PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF ASBESTOS OR OTHER HAZARDOUS MATERIAL. 25.ALL UNDERGROUND FACILITIES LOCATED WITHIN ANY RIGHT-OF-WAY SHALL BE INSTALLED PRIOR TO THE PLACEMENT OF ANY PART OF THE PAVEMENT STRUCTURE. 26.INSTALLATION OF CONCRETE STORM PIPE SHALL BE IN CONFORMANCE WITH VDOT STANDARD DRAWING PB-1. 27.ALL MATERIALS USED FOR FILL OR BACK FILL SHALL BE FREE OF WOOD, ROOTS, ROCKS, BOULDERS OR ANY OTHER NON-COMPACTABLE SOIL TYPE MATERIALS. UNSATISFACTORY MATERIALS ALSO INCLUDE MANMADE FILLS AND REFUSE DEBRIS DERIVED FROM ANY SOURCE. GENERAL NOTES (ALL MAY NOT APPLY) (CONT.): 28.COMPACTION OF FILL MATERIAL UNDER BUILDING SLABS SHALL BE BASED UPON RECOMMENDATIONS OF SOILS ENGINEER AFTER COMPLETION OF STANDARD PROCTOR TEST AND SHALL MEET THE BEARING REQUIREMENTS OF THE STRUCTURAL ENGINEER FOR THE BUILDING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TESTING. TRENCHES OF ANY OTHER DEPRESSION REQUIRING FILL OR BACK FILL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY AS DETERMINED BY STANDARD PROCTOR TEST AS SET FORTH IN ASTM D-698. 29. MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACK FILL AROUND DRAINAGE STRUCTURES IN UTILITY TRENCHES OR ANY OTHER DEPRESSION REQUIRING FILL OR BACK FILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST AS SET FORTH IN ASTM STANDARD D-698. THE CONTRACTOR SHALL, PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACK FILLING, SUBMIT THE RESULTS OF THE PROCTOR TEST TOGETHER WITH A CERTIFICATION THAT THE SOIL TESTED IS REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT. THE TESTS SHALL BE CONDUCTED BY A CERTIFIED MATERIALS TESTING LABORATORY AND THE CERTIFICATIONS MADE BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING THE LABORATORY. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THESE TESTS AND THEIR SUBMITTALS. 30. EMBANKMENT FILL AND BACK FILL SHALL BE PLACED IN LIFTS AT A MAXIMUM UN-COMPACTED DEPTH OF 8-INCHES AND 6-INCHES, RESPECTIVELY. DENSITY TESTS SHALL BE CONDUCTED AT THE FOLLOWING FREQUENCIES: (A) EMBANKMENTS FOR ROADS, STREETS, DAMS, ETC.: ONE TEST PER LIFT PER 10,000 SF OF LIFT. (B) BACK FILL IN TRENCHES: ONE TEST PER LIFT PER 500 LINEAL FEET OF TRENCH. (C) BACK FILL AROUND STRUCTURES: ONE TEST PER PER LIFT PER 2,500 SF OF LIFT. 31. ALL EXCAVATION, INCLUDING TRENCHES, SHALL BE KEPT DRY TO PROTECT THE INTEGRITY OF THE SUBSOIL. 32. ALL TEST RESULTS SHALL BE SUBMITTED TO THE AUTHORITY HAVING JURISDICTION'S ENGINEER. FAILURE TO CONDUCT DENSITY TESTS SHALL BE CAUSE FOR NON-ACCEPTANCE OF THE FACILITY. TESTS SHALL BE CONDUCTED AT THE SOLE COST OF THE CONTRACTOR OR HIS AGENT. 33. TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND AS FURTHER DIRECTED BY THE GOVERNING INSPECTORS. 34. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH PROBLEMS. WORK DONE BY THE CONTRACTOR AFTER HIS OR HER DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTOR'S RISK. 35. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL ARRANGE THE MEETING WITH THE CITY, TOWN, OR COUNTY ENGINEER PRIOR TO THE ISSUANCE OF AN EARTH DISTURBING PERMIT. 36. THE OWNER SHALL PAY ALL WATER AND SEWER AVAILABILITY AND CONNECTION FEES AS REQUIRED BY THE GOVERNING BODY PRIOR TO CONNECTION TO PROPOSED UTILITIES WITH EXISTING MAINS. 37. THE CONTRACTOR SHALL PROVIDE THE BOND FOR AND BE THE RESPONSIBLE PARTY ON THE EARTH DISTURBING PERMIT. 38. INSTALL CITY, TOWN, OR COUNTY STANDARD STREET CENTERLINE MONUMENTS WHERE REQUIRED FOR NEW STREETS. 39. INSPECTORS, EITHER OWNER OR ANY AUTHORITY HAVING JURISDICTION, HAVE FULL AUTHORITY TO REJECT FILL OR BACK FILL MATERIALS, REQUIRE UNDERCUTTING OR SUB-GRADE STABILIZATION, REQUIRE PROVISIONS FOR SUB-DRAINAGE, OR REQUIRE OTHER MEASURES WHICH AFFECT THE INTEGRITY OF ROAD AND UTILITY CONSTRUCTION. FAILURE TO COMPLY WITH INSPECTORS DIRECTIVES WILL BE CAUSE FOR NON-ACCEPTANCE OF THE FACILITY. 40. SATISFACTORY MATERIALS FOR USE AS FILL FOR PUBLIC STREETS INCLUDE MATERIALS CLASSIFIED IN ASTM D-2487 AS GW, GP, GM, GC, SW, SP, SM, SC, ML, AND CL GROUPS. THE MOISTURE CONTENT SHALL BE CONTROLLED WITHIN PLUS OR MINUS 2% OF THE OPTIMUM TO FACILITATE COMPACTION. GENERALLY, UNSATISFACTORY MATERIALS INCLUDE MATERIALS CLASSIFIED IN ASTM D-2487 AS PT, CH, MH, OL, OH AND ANY SOIL TOO WET TO FACILITATE COMPACTION. CH AND MH SOILS MAY BE USED SUBJECT TO APPROVAL OF THE CITY, TOWN, OR COUNTY ENGINEER. SOILS SHALL HAVE A MINIMUM DRY DENSITY OF 92LB/CF PER ASTM D-698 AND SHALL HAVE A PLASTICITY INDEX LESS THAT 17. 41. PAVEMENT DESIGN IS BASED UPON A SUBGRADE CBR OF 3 AND AN RF OF 2. UPON BRINGING THE STREET SUBGRADE TO APPROXIMATE ELEVATION, THE CONTRACTOR SHALL COLLECT A MINIMUM OF 3 SOIL SAMPLES FOR CBR DETERMINATION, TO BE TAKEN AT A MAXIMUM INTERVAL OF 300 FEET MEASURED ALONG THE STREET CENTERLINE. THE CBR OF EACH SAMPLE SHALL BE DETERMINED AND THE AVERAGE CBR SHALL BE USED TO DETERMINE THE PAVEMENT STRUCTURE REQUIREMENTS. THE PAVEMENT MATERIALS AND THE AMOUNT THEREOF AS SHOWN ON THE TYPICAL STREET SECTION MAY BE MODIFIED BY THE RESULTS OF THESE TESTS IN ACCORDANCE WITH CITY, TOWN, OR COUNTY STANDARDS AND IF APPROVED BY THE LOCAL MUNICIPALITY'S ENGINEER. A COPY OF ALL SOILS TEST RESULTS SHALL BE SUBMITTED TO THE CITY, TOWN, OR COUNTY ENGINEER PRIOR TO PLACING ANY BASE OR SUB-BASE MATERIAL. THIS WORK SHALL NOT BE REQUIRED ON STREETS CLASSIFIED AS LOCAL/SUB CLASS A. PAVING SECTIONS SHALL NOT BE REDUCED BELOW THE CITY, TOWN, OR COUNTY'S MINIMUM SECTIONS. 42. CG-9B MODIFIED ENTRANCES ARE PERMITTED FOR SINGLE FAMILY RESIDENCES AS ALLOWED IN THE LOCAL MUNICIPALITY'S DESIGN AND CONSTRUCTION STANDARDS MANUAL. 43. INSTALLATION OF ANY UTILITY IN AN EXISTING STREET SHALL COMPLY WITH THE LOCAL CITY, TOWN, OR COUNTY DESIGN AND CONSTRUCTION STANDARDS MANUAL, AND FURTHER WITH LOCAL MUNICIPALITY TRENCH RESTORATION STANDARDS, A COPY OF WHICH IS AVAILABLE FROM THE ENGINEER. 44. TEST PITS SHALL BE REQUIRED FOR ALL UTILITY CROSSINGS INVOLVING GAS LINES, WATER MAINS 12" IN DIAMETER AND LARGER, SANITARY SEWER CROSSINGS, AND FIBER OPTIC LINES. 45. COMPACTION TESTS FOR STREET PAVEMENT STRUCTURE SHALL BE MADE IN CUT AND FILL AREAS AT THE FOLLOWING MINIMUM FREQUENCIES: (A) SUBGRADE: 1 TEST PER LANE PER 6" COMPACTED LIFT PER 500 LINEAR FEET. (B) STONE BASE: 1 TEST PER LANE PER 6" COMPACTED LIFT PER 500 LINEAR FEET. (C) HOT ASPHALTIC CONCRETE: 1 TEST PER LANE PER LIFT PER 500 LINEAR FEET. 46. COMBINATION UNDERDRAINS, TYPE CD-1, SHALL BE INSTALLED AT THE LOWER END OF THE CUT SECTIONS. UNDERDRAINS, TYPE CD-2, SHALL BE INSTALLED AT THE LOW POINT OF ALL VERTICAL CURVES. 47. STANDARD UD-1 AND UD-3 UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON PLANS AND FURTHER WHERE DETERMINED NECESSARY IN THE FIELD BY CITY, TOWN, OR COUNTY INSPECTORS. 48. ANY SURVEY MONUMENT OR PROPERTY CORNER DISTURBED BY THE CONTRACTOR SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. 49. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS AT PAVEMENT INTERFACES AND PIPE DISCHARGE LOCATIONS TO ENSURE PROPER TRANSITION BETWEEN EXISTING AND PROPOSED FACILITIES. 50. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS OF PROPOSED FEATURES AND ARE NOT NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS. THE CONTRACTOR SHALL REFER TO THE DETAILS PROVIDED, MANUFACTURERS' LITERATURES, SHOP DRAWINGS, AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT INFORMATION. 51. CONTRACTOR SHALL NOT SOLELY RELY ON ELECTRONIC COPIES OF THE FINAL DESIGN, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE ENGINEER, BUT SHALL VERIFY THE LOCATION OF ANY FEATURE IN ACCORDANCE WITH PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE PART OF THE CONTRACT DOCUMENTS. 52. RAILING IN COMPLIANCE WITH LOCAL APPLICABLE CODE SHALL BE PROVIDED ON ALL WALKWAYS, PORCHES, PATIOS, EQUIPMENT PADS, AND SIMILAR FEATURES ALLOWING PEDESTRIAN ACCESS WHERE THE FINISH SURFACE IS 30 INCHES OR MORE MEASURED VERTICALLY TO THE GRADE AT ANY POINT WITHIN 36 INCHES MEASURED HORIZONTALLY TO THE EDGE OF THE PROPOSED FEATURE. 53. PER NFPA 13, THE FIRE SUPPRESSION WATER LINE FROM THE MAIN TO THE BUILDING SHALL BE BURIED A MINIMUM OF 1-FOOT BELOW THE LOCALITY'S FROST LINE. FREDERICK COUNTY DEPT. OF FIRE AND RESCUE REQUIRED SITE PLAN NOTES: REVISION 7/2018 1.REQUIRED FIRE HYDRANTS SHALL BE INSTALLED AND OPERATIONAL PRIOR TO COMBUSTIBLE MATERIALS ARRIVING ON SITE. FIRE HYDRANTS SHALL BE LOCATED AND OPERATIONAL WITHIN 300 FOOT OF CONSTRUCTION WITH A 3 FOOT CLEAR SPACE MAINTAINED AROUND THE CIRCUMFERENCE OF THE FIRE HYDRANTS. WHERE FIRE HYDRANTS ARE SUBJECT TO IMPACT BY A MOTOR VEHICLE, GUARD POSTS OR OTHER APPROVED MEANS SHALL COMPLY WITH THE PROVISIONS OF THE FREDERICK COUNTY FIRE PREVENTION CODE. 2.THE FIRE DEPARTMENT SHALL NOT BE DETERRED OR HINDERED FROM GAINING IMMEDIATE ACCESS TO FIRE PROTECTION EQUIPMENT OR FIRE HYDRANTS. 3.VEHICLE ACCESS FOR FIREFIGHTING SHALL BE PROVIDED TO WITHIN 150 FEET OF ALL PORTIONS OF THE BUILDING UNDER CONSTRUCTION. ACCESS SHALL BE PROVIDED BY EITHER TEMPORARY OR PERMANENT ROADS, CAPABLE OF SUPPORTING THE WEIGHT OF FIRE APPARATUS, UP TO 37.5 TONS, UNDER ALL WEATHER CONDITIONS. IF THE BUILDING HEIGHT IS GREATER THAN 50 FEET, VEHICLE ACCESS FOR FIREFIGHTING SHALL BE WITHIN 50 FEET OF THE BUILDING UNDER CONSTRUCTION. 4.VEHICLE ACCESS SHALL BE PROVIDED TO WITHIN 50 FEET OF ANY IN-SERVICE FIRE DEPARTMENT CONNECTION. 5.POSTS, FENCES, VEHICLES, TRASH, STORAGE, BUILDING SUPPLIES, BUSHES, TREES, LANDSCAPING, DUMPSTERS, UTILITIES AND OTHER MATERIALS OR OBJECTS SHALL NOT BE PLACED OR KEPT NEAR FIRE HYDRANTS, FIRE DEPARTMENT INLET CONNECTIONS OR FIRE PROTECTION CONTROL VALVES IN A MANNER THAT WOULD PREVENT SUCH EQUIPMENT OR FIRE HYDRANTS FROM BEING IMMEDIATELY DISCERNIBLE. 6.TEMPORARY CONSTRUCTION FENCES, BARRIERS, OR GATES SHALL BE ABLE TO BE READILY MOVED OR OPENED IN THE EVENT OF AN EMERGENCY. AFTER HOURS ACCESS THROUGH GATES SHALL BE PROVIDED. 7.TEMPORARY STREET IDENTIFICATION SIGNS SHALL BE PLACED AT EACH INTERSECTION BY THE DEVELOPER PRIOR TO ANY CONSTRUCTION BEGINNING. SIGNS SHALL BE OF DURABLE MATERIAL CAPABLE OF WITHSTANDING ALL WEATHER CONDITIONS. LETTERS SHALL BE IN A CONTRASTING COLOR TO THE BACKGROUND UPON WHICH THEY ARE PLACED. SIGN LETTERS SHALL BE A MINIMUM OF 3 INCHES IN HEIGHT. BOTTOM OF SIGN SHALL BE MOUNTED A MINIMUM OF 8 FEET AND A MAXIMUM OF 10 FEET ABOVE THE GROUND UPON WHICH IT IS INSTALLED. THE DEVELOPER SHALL CONTACT THE COUNTY WHEN TEMPORARY SIGNS HAVE BEEN ERECTED. THE DEVELOPER SHALL BE RESPONSIBLE FOR KEEPING THESE SIGNS IN PLACE UNTIL SUCH TIME AS PERMANENT SIGNS ARE ERECTED. 8.TEMPORARY FUEL TANKS SHALL BE PROVIDED WITH IMPACT PROTECTION, OR IN AN AREA NOT DIRECTLY ADJACENT TO VEHICULAR TRAFFIC, NO SMOKING SIGNAGE AND A FIRE EXTINGUISHER WITHIN 20 FEET. 9.ANY TEMPORARY ON-SITE HAZARDOUS MATERIALS SHALL BE STORED AND USED IN ACCORDANCE WITH THE FREDERICK COUNTY FIRE PREVENTION CODE AND HAVE MSDS INFORMATION READILY AVAILABLE. 10.NO SMOKING WILL BE ALLOWED IN OR AROUND BUILDINGS UNDER CONSTRUCTION, STAGED COMBUSTIBLE MATERIAL, OR COMBUSTIBLE WASTE MATERIALS. 11.BUILDINGS UNDER CONSTRUCTION SHALL HAVE FIRE EXTINGUISHERS READILY AVAILABLE. 12.COMBUSTIBLE WASTE SHALL NOT BE ACCUMULATED IN OR AROUND BUILDINGS AND/OR ON THE SITE. 13.FIRE LANES SHALL BE DESIGNATED AND MARKED IN ACCORDANCE WITH FREDERICK COUNTY'S STANDARD FOR DESIGNATION AND MARKING OF FIRE LANES. AN ON SITE VISIT SHALL BE SCHEDULED WITH THE FIRE MARSHAL'S OFFICE PRIOR TO THE PLACEMENT OF ANY SIGNS OR MARKINGS DESIGNATING A FIRE LANE. AN APPOINTMENT FOR THIS PURPOSE CAN BE SCHEDULED BY CALLING 540-665-6350 AT LEAST 48 HOURS PRIOR. 14.BASED ON THE PROJECT, THE FIRE MARSHAL'S OFFICE MAY DEEM IT APPROPRIATE FOR THE CREATION OF A PRE-FIRE PLAN OR TOURS BY FIRE DEPARTMENT PERSONNEL WHICH WILL BE COORDINATED WITH THE JOB SUPERINTENDENT. 15.THE JOB SUPERINTENDENT, OR RESPONSIBLE PARTY, SHALL BE RESPONSIBLE FOR MAINTAINING SITE CONDITIONS IN ACCORDANCE WITH THE ABOVE REQUIREMENTS DURING CONSTRUCTION. VDOT GENERAL NOTES (REV. 6/19/13): V1.ALL WORK ON THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OF AND LATEST REVISIONS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS, AND ANY OTHER APPLICABLE STATE, FEDERAL OR LOCAL REGULATIONS. IN CASE OF A DISCREPANCY OR CONFLICT BETWEEN THE STANDARDS OR SPECIFICATIONS AND REGULATIONS, THE MOST STRINGENT SHALL GOVERN. V2.ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AND VIRGINIA OCCUPATIONAL SAFETY & HEALTH (VOSH) RULES AND REGULATIONS. V3.WHEN WORKING WITHIN VDOT RIGHT-OF-WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL. A TRANSPORTATION MANAGEMENT PLAN NEEDS TO BE SUBMITTED FOR APPROVAL AND LAND USE PERMIT ISSUED PRIOR TO ANY EXECUTION OF WORK WITHIN THE VDOT RIGHT OF WAY. V4 THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY AND ALL UTILITIES, INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLERS, ETC., OWNED BY VDOT OR PRIVATE / PUBLIC UTILITY COMPANIES. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS THAT MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL OF THESE PLANS DOES NOT INDEMNIFY THE DEVELOPER FROM THIS RESPONSIBILITY. V5.DESIGN FEATURES RELATING TO FIELD CONSTRUCTION, REGULATIONS, AND CONTROL OR SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. ANY ADDITIONAL EXPENSE INCURRED AS A RESULT OF ANY FIELD REVISION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. V6.IF REQUIRED BY THE LOCAL VDOT LAND DEVELOPMENT OFFICE, A PRE-CONSTRUCTION CONFERENCE SHALL BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR (S), VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. V7.THE CONTRACTOR SHALL NOTIFY THE LOCAL VDOT LAND DEVELOPMENT OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT REQUIRES AND SHALL RECEIVE 48 HOURS ADVANCE NOTICE PRIOR TO ANY REQUIRED OR REQUESTED INSPECTION. V8. THE CONTRACTOR SHALL NOTIFY THE TRAFFIC OPERATIONS CENTER AT (540) 332-9500 FOR ANY TRAFFIC CONTROL PLAN THAT IMPACTS A VDOT MAINTAINED INTERSTATE OR PRIMARY ROADWAY TO PROVIDE NOTIFICATION OF THE INSTALLATION AND REMOVAL OF THE WORK ZONE. V9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A VDOT PERMITTED TEMPORARY CONSTRUCTION ENTRANCE(S) 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. 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 OF FILL. A VDOT REPRESENTATIVE SHALL BE PRESENT TO INSURE THE SOIL SAMPLE(S) OBTAINED FOR CBR'S 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 ACCORDANCE WITH THE LIFT THICKNESSES, DENSITY AND MOISTURE REQUIREMENTS AS SPECIFIED IN THE CURRENT VDOT ROAD AND BRIDGE SPECIFICATIONS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. V15.VDOT STANDARD CD AND UD UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND/OR AS SPECIFIED BY VDOT. V16. A POST INSTALLATION VISUAL/VIDEO CAMERA INSPECTION SHALL BE CONDUCTED BY THE CONTRACTOR ON ALL PIPES IDENTIFIED ON THE PLANS AS STORM SEWER PIPE AND A SELECT NUMBER OF PIPE CULVERTS. FOR PIPE CULVERTS, A MINIMUM OF ONE PIPE INSTALLATION FOR EACH SIZE OF EACH MATERIAL TYPE WILL BE INSPECTED OR TEN PERCENT OF THE TOTAL AMOUNT FOR EACH SIZE AND MATERIAL TYPE SUMMARIZED. ALL PIPE INSTALLATIONS ON THE PLANS NOT IDENTIFIED AS STORM SEWER PIPE SHALL BE CONSIDERED AS CULVERT PIPE FOR INSPECTION PURPOSES. ADDITIONAL TESTING MAY BE REQUIRED AS DIRECTED BY THE AREA LAND USE ENGINEER OR THEIR REPRESENTATIVE. V17.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. V18.PRIOR TO VDOT ACCEPTANCE OF ANY STREETS, ALL REQUIRED STREET SIGNAGE AND/OR PAVEMENT MARKINGS SHALL BE INSTALLED BY THE DEVELOPER IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. V19.THE DEVELOPER SHALL PROVIDE THE VDOT LAND DEVELOPMENT 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 LAND DEVELOPMENT OFFICE PRIOR TO ACCEPTANCE OF THE WORK. UNIT AND TOTAL PRICES MAY BE OBSCURED. V20.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. V21.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. V22.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. V23.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. V24.APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF THE APPROVAL LETTER. V25.VDOT STANDARD CG-12 CURB RAMPS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND/OR AS SPECIFIED BY VDOT. V26.THE FOUNDATIONS FOR ALL BOX CULVERTS SHALL BE INVESTIGATED BY MEANS OF EXPLORATORY BORINGS ADVANCED BELOW PROPOSED FOUNDATION ELEVATION TO DETERMINE THE TYPE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL SUBMIT COPIES OF BOREHOLE LOGS AND REPORT FINDINGS OF FOUNDATION EXPLORATION TO THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO CONSTRUCTING BOX. FOUNDATION DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE STANDARD PB-1. CONTRARY TO THE STANDARD, WHERE ROCK IS ENCOUNTERED AND CAST-IN-PLACE BOX IS PROPOSED, THE THICKNESS OF BEDDING SHALL BE SIX (6) INCHES. 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.P:\125892\pro 125892 Raven Oaks Clubhouse\Civil\Proplan\12589-2_Raven Oaks Clubhouse_{Current}.dwg, 9/23/2022 11:39:52 AM, BLloyd09/26/2022 N/F RICHMOND AMERICAN HOMES OF VA INC PIN 64G-4-1-143B PARCEL B 3.9246 ACRES ZONED: RP SOIL MAP UN IT : 9B (HSG :D )SOIL MAP UN IT : 41C (HSG :C /D )SOIL MAP UNIT: 9B (HSG:D)SOIL MAP UNIT: 41C (HSG:C/D)EX DRAINAGE EASEMENT INST. 210003151 EX FREDERICK WATER EASEMENT INST. 210003151 EX STM GRATE EX TOP=699.03 EX INV=690.50 REMOVE PORTION OF EXISTING CURB & GUTTER (SAW CUT EX. CURB & PAVEMENT TO PROVIDE A SMOOTH TRANSITION) REMOVE EXISTING GRATE TOP AND REPLACE PER STORM SEWER PLAN EX STM DI EX TOP=699.80 EX INV IN=690.00 (15") EX INV IN=689.20 (24") EX INV OUT=688.85 (24") EX STM DI EX TOP=703.42 EX INV IN=690.49 (18") EX INV IN=691.20 (24") EX INV OUT=690.37 (24") EX STM DI EX TOP=704.47 EX INV IN=692.74 (12") EX INV OUT=692.67 (12") EX DRAINAGE EASEMENT INST. 210003151 EX SAN SEW MH EX TOP=705.41 INV IN=694.73 (6") EX INV IN=694.16 (8") EX INV OUT=693.86 (8") EXISTING CONCRETE PAD FOR MAILBOX CLUSTERS (TO REMAIN)) EX FREDERICK WATER ESMT INST. 210003151 EX FREDERICK WATER EASEMENT INST. 210003151 EX DRAINAGE EASEMENT INST. 210003151 50' REAR YARD SETBACKSHEET NO.: EXP./CLIENT No.: 4317-3 PROJECT No.: 12382-3 DATE: 11/24/2021 REVISIONS: SCALE: C2.01 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC. 4901 CROWE DRIVE MOUNT CRAWFORD, VIRGINIA 22841 TELEPHONE (540) 434-6365 OR (800) 343-6365 FAX (540) 432-0685 www.valleyesp.com RAVEN OAKS CLUBHOUSE RAVEN OAKS DRIVE & LENORE LANE FREDERICK COUNTY WINCHESTER, VIRGINIA 2/03/22 - VDOT COMMENTS 5/02/22 - VDOT COMMENTS 6/15/22 - COUNTY COMMENTS 7/14/22 - FCSA COMMENTS 9/26/22 - LENORE LANE ENTRANCE REMOVAL 10010 1" = 10' EXISTING CONDITIONS NOTE: THIS SHEET WAS COMPILED FROM FIELD SURVEY PROVIDED BY MARSH & LEGGE, LAND SURVEYORS, P.L.C. MATCHLINE - SEE INSET THIS SHEET MATCHLINE - SEE THIS SHEET 10 0 10 20 P:\125892\pro 125892 Raven Oaks Clubhouse\Civil\Proplan\12589-2_Raven Oaks Clubhouse_{Current}.dwg, 9/23/2022 11:39:55 AM, BLloyd09/26/2022 SHEET NO.: EXP./CLIENT No.: 4317-3 PROJECT No.: 12382-3 DATE: 11/24/2021 REVISIONS: SCALE: C3.01 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC. 4901 CROWE DRIVE MOUNT CRAWFORD, VIRGINIA 22841 TELEPHONE (540) 434-6365 OR (800) 343-6365 FAX (540) 432-0685 www.valleyesp.com RAVEN OAKS CLUBHOUSE RAVEN OAKS DRIVE & LENORE LANE FREDERICK COUNTY WINCHESTER, VIRGINIA 2/03/22 - VDOT COMMENTS 5/02/22 - VDOT COMMENTS 6/15/22 - COUNTY COMMENTS 7/14/22 - FCSA COMMENTS 9/26/22 - LENORE LANE ENTRANCE REMOVAL --- N/A EROSION & SEDIMENT CONTROL NOTES E&S MINIMUM STANDARDS A VESCP MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: 1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. 7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. 8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. 13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. 14. ALL APPLICABLE FEDERAL, STATE AND LOCAL CHAPTERS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. 16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THIS CHAPTER. F. APPLICABLE SAFETY REQUIREMENTS SHALL BE COMPLIED WITH. 17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND-DISTURBING ACTIVITIES. 18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE VESCP AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA. STREAM RESTORATION AND RELOCATION PROJECTS THAT INCORPORATE NATURAL CHANNEL DESIGN CONCEPTS ARE NOT MAN-MADE CHANNELS AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS: A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED. B. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER: (1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION; OR (2)(A) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED OR BANKS. (B) ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS AND BY THE USE OF A TWO-YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND (C) PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM. EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS CONSTRUCTION OF A CLUBHOUSE BUILDING, POOL, AND ASSOCIATED PARKING & MAINTENANCE INFRASTRUCTURE AS REQUIRED AS PART OF A PREVIOUS SITE PLAN APPROVAL FOR A SUBDIVISION DEVELOPMENT. DISTURBED AREA ASSOCIATED WITH THIS PROJECT TOTALS ±1.15 ACRE. WORK IS ANTICIPATED TO BEGIN SPRING OF 2022. EXISTING SITE CONDITIONS CURRENTLY THE SITE CONSISTS OF VACANT OPEN SPACE. EXISTING SLOPES RANGE FROM 2% TO 15% AND DRAINS NORTH TO SOUTH TOWARDS EXISTING STORM DRAIN INLETS ALONG ADJOINING STREETS AND STORMWATER CHANNELS ON ADJACENT LOTS. ADJACENT PROPERTY THE SITE AREA FOR THIS PROJECT IS BOUND TO THE SOUTH & SOUTHWEST BY PROPERTY OWNED BY RICHMOND AMERICAN HOMES OF VA INC (ZONED RP), TO THE NORTH & NORTHWEST BY LINORE LANE, AND TO THE EAST BY RAVEN'S OAK DRIVE. OFF-SITE AREAS: THERE ARE NO PLANNED OFF-SITE AREAS. HOWEVER, IF ANY OFF-SITE AREAS ARE USED THOSE AREAS WILL NEED TO OBTAIN AN APPROVED EROSION AND SEDIMENT CONTROL PLAN FROM THE AUTHORITY HAVING JURISDICTION PRIOR TO ANY MATERIAL BEING EITHER TRANSPORTED TO OR FROM THE SUBJECT PROPERTY. ANY OFF-SITE AREAS UTILIZED SHALL BE PROPERLY COVERED BY A VSMP PERMIT. ALL UTILITIES AND FOUNDATIONS SHALL BE DISPOSED OF PROPERLY. SOILS ORIGINAL GROUND FOR THE PROJECT AREA HAS BEEN DISTURBED WITH RECENT CONSTRUCTION ACTIVITIES, SOILS TYPES IN THE PROJECT AREA ARE SIMILAR TO THE SOILS LISTED BELOW. SOIL DATA OBTAINED FROM WEB SOIL SURVEY AND "SOIL SURVEY OF FREDERICK COUNTY VIRGINIA", JANUARY 1987: - (9B) CLEARBROOK CHANNERY SILT LOAM, 2 TO 7 PERCENT SLOPES, SOMEWHAT POORLY DRAINED, K=0.32, VERY LOW WATER CAPACITY 0.08-0.12 IN/IN., HYDROLOGIC GROUP "D" - (41C) WEIKERT-BERKS CHANNERY SILT LOAMS, 7 TO 15 PERCENT SLOPES, WELL DRAINED, K=0.28, RAPID SURFACE RUNOFF, VERY LOW WATER CAPACITY 0.08-0.14 IN/IN., HYDROLOGIC GROUP "C/D" CRITICAL EROSION AREAS ALL 3:1 SLOPES AND GREATER SHALL BE CONSIDERED CRITICAL EROSION AREAS. THESE AREAS SHALL BE MONITORED DAILY AND AFTER EACH SUFFICIENT RAIN FALL. THE LOCAL GOVERNING AUTHORITY WILL HAVE THE AUTHORITY TO RECOMMEND THE PLACEMENT OF ADDITIONAL EROSION CONTROL MEASURES IN THIS AREA IF IT BECOMES EVIDENT DURING CONSTRUCTION THAT THE ONES IN PLACE ARE NOT FUNCTIONING SUFFICIENTLY. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE. STRUCTURAL PRACTICES - CONSTRUCTION ENTRANCE (3.02): A STABILIZED STONE PAD WITH A FILTER FABRIC UNDERLINER LOCATED AT POINTS OF VEHICULAR INGRESS AND EGRESS ON A CONSTRUCTION SITE. - SILT FENCE (3.05):A TEMPORARY SEDIMENT BARRIER CONSISTING OF A SYNTHETIC FILTER FABRIC STRETCHED ACROSS AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED. - STORM DRAIN INLET PROTECTION (3.07): A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A STORM DRAIN DROP INLET OR CURB INLET. -TEMPORARY DIVERSION DIKE (3.09): A RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED AREA WHICH DIVERTS OFF-SITE RUNOFF AWAY FROM UNPROTECTED SLOPES AND TO A STABILIZED OUTLET, OR TO DIVERT SEDIMENT-LADEN RUNOFF TO A SEDIMENT-TRAPPING STRUCTURE. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS. E&S MINIMUM STANDARDS (cont.) C. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL: (1) IMPROVE THE CHANNELS TO A CONDITION WHERE A TEN-YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO-YEAR STORM WILL NOT CAUSE EROSION TO CHANNEL THE BED OR BANKS; OR (2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN-YEAR STORM IS CONTAINED WITHIN THE APPURTENANCES; (3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A TWO-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A TEN-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN-MADE CHANNEL; OR (4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURES WHICH IS SATISFACTORY TO THE VESCP AUTHORITY TO PREVENT DOWNSTREAM EROSION. D. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS. E. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT CONDITION OF THE SUBJECT PROJECT. F. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION, HE SHALL OBTAIN APPROVAL FROM THE VESCP OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. G. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATORS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL. H. ALL ON-SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. I. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY. J. IN APPLYING THESE STORMWATER MANAGEMENT CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS. K. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. L. ANY PLAN APPROVED PRIOR TO JULY 1, 2014, THAT PROVIDES FOR STORMWATER MANAGEMENT THAT ADDRESSES ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS SHALL SATISFY THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS IF THE PRACTICES ARE DESIGNED TO (I) DETAIN THE WATER QUALITY VOLUME AND TO RELEASE IT OVER 48 HOURS; (II) DETAIN AND RELEASE OVER A 24-HOUR PERIOD THE EXPECTED RAINFALL RESULTING FROM THE ONE YEAR, 24-HOUR STORM; AND (III) REDUCE THE ALLOWABLE PEAK FLOW RATE RESULTING FROM THE 1.5, 2, AND 10-YEAR, 24-HOUR STORMS TO A LEVEL THAT IS LESS THAN OR EQUAL TO THE PEAK FLOW RATE FROM THE SITE ASSUMING IT WAS IN A GOOD FORESTED CONDITION, ACHIEVED THROUGH MULTIPLICATION OF THE FORESTED PEAK FLOW RATE BY A REDUCTION FACTOR THAT IS EQUAL TO THE RUNOFF VOLUME FROM THE SITE WHEN IT WAS IN A GOOD FORESTED CONDITION DIVIDED BY THE RUNOFF VOLUME FROM THE SITE IN ITS PROPOSED CONDITION, AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS AS DEFINED IN ANY REGULATIONS PROMULGATED PURSUANT TO § 10.1-562 OR 10.1-570 OF THE ACT. M.FOR PLANS APPROVED ON AND AFTER JULY 1, 2014, THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF § 62.1-4415:52 A OF THE ACT AND THIS SUBSECTION SHALL BE SATISFIED BY COMPLIANCE WITH WATER QUANTITY REQUIREMENTS IN THE STORMWATER MANAGEMENT ACT (§ 62.1-44.15:24 ET SEQ. OF THE CODE OF VIRGINIA) AND ATTENDANT REGULATIONS, UNLESS SUCH LAND-DISTURBING ACTIVITIES (I) ARE IN ACCORDANCE WITH PROVISIONS FOR TIME LIMITS ON APPLICABILITY OF APPROVED DESIGN CRITERIA IN 9VAC25-870-47 OR GRANDFATHERING IN 9VAC25-870-48 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) REGULATION, IN WHICH CASE THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF § 62.1-44.15:34 C 7 OF THE ACT. N.COMPLIANCE WITH THE WATER QUANTITY MINIMUM STANDARDS SET OUT IN 9VAC25-870-66 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) REGULATION SHALL BE DEEMED TO SATISFY THE REQUIREMENTS OF THIS SUBDIVISION 19. EROSION CONTROL NOTES: 1.THE CONTRACTOR SHALL ARRANGE FOR A PRE-CONSTRUCTION CONFERENCE WITH THE APPROPRIATE EROSION AND SEDIMENT CONTROL DIRECTOR 48 HOURS PRIOR TO BEGINNING WORK. 2.ALL EROSION CONTROL DEVICES AS SHOWN OR AS REQUIRED ARE TO BE CONSTRUCTED TO STANDARDS AND SPECIFICATIONS OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (LATEST EDITION) AND ARE TO BE IN PLACE PRIOR TO ALL CONSTRUCTION. 3.THIS PLAN IS NOT COMPLETE WITHOUT THE APPROVED NARRATIVE. 4.EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN AND AS NECESSARY AND SHALL BE CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS. 5.ALL DISTURBED AREAS NOT PAVED OR BUILT UPON ARE TO BE FERTILIZED, SEEDED, AND MULCHED BY THE CONTRACTOR IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS. (LATEST EDITION). 6.WHEN THE CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO THAT OF ORIGINAL APPLICATION. 7.ALL DRAIN INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION DEVICES SHALL BE IMMEDIATELY REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN ACCEPTABLE METHOD OF CLEANING. 8.GRADE AREAS ADJACENT TO BUILDING TO ACHIEVE POSITIVE DRAINAGE AWAY FROM THE STRUCTURE AND TO PREVENT PONDING IN SWALES. 9.ALL DISTURBED AREAS NOT PAVED OR BUILT UPON SHALL BE SEEDED, MULCHED AND FERTILIZED. PERFORM PERMANENT TOP SOILING, SEEDING, LANDSCAPING, FERTILIZING, AND MULCHING AS SOON AFTER FINISH GRADING AS POSSIBLE. SEEDING SHALL COMPLY WITH THE FOLLOWING: A.TOPSOIL - 6 INCH MINIMUM FOR PERMANENT TURF B.FERTILIZER - 450 POUNDS PER ACRES OF 10-20-10 FERTILIZE OR EQUIVALENT POUNDAGE OF DIFFERENT ANALYSIS. WORK INTO SOIL PRIOR TO SEEDING. C.LIME (PERMANENT SEEDING) - AGRICULTURAL LIME SPREAD AT RATE OF 2 TONS/ACRE. WORK INTO SOIL PRIOR TO SEEDING. D.MULCH - CHOPPED STRAW AT RATE OF 2 TONS PER ACRE AND TACKED IN PLACE. HYDRO-MULCH AT RATE OF 30 BALES PER ACRE. EROSION AND SEDIMENT CONTROL NARRATIVE (cont.) VEGETATIVE PRACTICES -TOP SOILING (3.30): TOPSOIL WILL BE STRIPPED FROM THE SITE AND STOCKPILED IN AN AREA DETERMINED IN THE FIELD. UPON THE COMPLETION OF THE PROJECT TOPSOIL WILL BE PLACED ON ALL DISTURBED AREAS AT A MINIMUM DEPTH OF 6 INCHES. -TEMPORARY SEEDING (3.31): ALL DENUDED AREAS LEFT DORMANT FOR MORE THAN 14 DAYS SHALL BE SEEDED WITH A FAST GERMINATING TEMPORARY VEGETATION. -TEMPORARY VEGETATION: THE TIME OF YEAR WILL BE THE BASIS FOR THE SEED MIXTURE. -PERMANENT SEEDING (3.32): ALL SEEDED AREAS WILL BE RESEEDED, MULCHED AND FERTILIZED AS NEEDED TO OBTAIN AN ADEQUATE STAND OF GRASS AS SOON AS POSSIBLE AFTER FINAL GRADING OPERATIONS. - MULCHING (3.35): APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO DISTURBED SURFACES TO PREVENT EROSION AND REDUCE OVERLAND FLOW VELOCITIES. FOSTERS PLAN GROWTH BY INCREASING AVAILABLE MOISTURE AND PROVIDING INSULATION AGAINST EXTREME HEAR OR COLD. SHOULD BE APPLIED TO ALL SEEDING OPERATIONS, OTHER PLANT MATERIALS WHICH DO NOT PROVIDE ADEQUATE SOIL PROTECTION BY THEMSELVES, AND BASE AREAS WHICH CANNOT BE SEEDED DUE TO THE SEASON BUT WHICH STILL NEED PROTECTION TO PREVENT SOIL LOSS. - DUST CONTROL (3.39): REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBANCE, DEMOLITION OR CONSTRUCTION ACTIVITIES IN AREAS SUBJECT TO DUST PROBLEMS IN ORDER TO PREVENT SOIL LOSS AND REDUCE THE PRESENCE OF POTENTIALLY HARMFUL AIRBORNE SUBSTANCE. MANAGEMENT STRATEGIES CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS WILL BEGIN AND END AS SOON AS POSSIBLE. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. AFTER ACHIEVING ADEQUATE STABILIZATION, AND IN THE OPINION OF THE LOCAL ADMINISTRATOR, THE TEMPORARY EROSION AND SEDIMENT CONTROLS SHALL BE REMOVED AND ANY AREAS DISTURBED DURING THIS PROCESS SHALL BE STABILIZED. PERMANENT STABILIZATION ALL AREAS LEFT UNCOVERED BY EITHER BUILDINGS OR PAVEMENT SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH GRADING. SEEDING SHALL BE DONE IN ACCORDANCE WITH THE VESCH. ANY ALTERATIONS FROM THIS DOCUMENT SHALL BE APPROVED BY THE LOCAL EROSION CONTROL ADMINISTRATOR. ALL AREAS EITHER TEMPORARILY OR PERMANENTLY SEEDED NEED TO BE MULCHED AND WATERED REGULARLY TO ACHIEVE, IN THE PROGRAM ADMINISTRATOR'S OPINION, AN ADEQUATE STAND OF VEGETATION. STORM WATER MANAGEMENT ALL STORMWATER MANAGEMENT SHALL BE IN ACCORDANCE WITH THE CURRENT RUNOFF REDUCTION METHOD. WATER QUANTITY CALCULATIONS FOR THE PROPOSED PROJECT HAVE BEEN PREVIOUSLY COMPUTED AND APPROVED AS PART OF THE "SUBDIVISION DESIGN PLAN FOR RAVEN OAKS" (DATED DECEMBER 23, 2019 REVISED THROUGH JULY 16, 2020 BY J2 ENGINEERS). WATER QUALITY SHALL BE HANDLED BY PURCHASING CREDITS. A LETTER OF CREDIT AVAILABILITY WILL BE PROVIDED PRIOR TO PLAN APPROVAL. ALL CALCULATIONS ARE IN ACCORDANCE WITH MS-19 AND ALL OTHER APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. MAINTENANCE ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH RUNOFF PRODUCING RAINFALL. THEY WILL BE INSPECTED FOR UNDERMINING, DETERIORATION, EROSION AND EXCESS DEPOSITED MATERIAL. ALL DEFICIENCIES WILL BE CORRECTED IMMEDIATELY. EXCESS MATERIAL WILL BE SPREAD ON THE SITE IN A MANNER WHERE IT IS NOT LIKELY TO ERODE IN THE FUTURE. MAINTENANCE SCHEDULE: IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH RUNOFF PRODUCING RAINFALL. THE FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR: (ALL REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE) 1.THE SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, RESEED, AND WATERED AS NEEDED. 2.THE INLET PROTECTION SHALL HAVE THE SEDIMENT REMOVED AND THE INLET PROTECTION RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF OF THE DESIGN DEPTH. 3.THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT THE TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT OF WAYS. ALL SEDIMENT REMOVED SHALL BE DISPOSED OF PROPERLY. 4.TEMPORARY STOCKPILE AREA SHALL BE PROTECTED WITH SILT FENCE AS SHOWN, AND SHALL BE SEEDED AS REQUIRED BY THE VESCH. 5.BOTH TEMPORARY AND PERMANENT ROADS AND PARKING AREAS MAY REQUIRE TOP DRESSING WITH NEW GRAVEL. SEEDED AREA ADJACENT TO THE ROADS AND PARKING AREAS SHOULD BE CHECKED PERIODICALLY TO ENSURE THAT A VIGOROUS STAND OF VEGETATION IS MAINTAINED. ROADSIDE DITCHES AND OTHER DRAINAGE STRUCTURES SHOULD BE CHECKED REGULARLY TO ENSURE THAT THEY DO NOT BECOME CLOGGED WITH SILT OR OTHER DEBRIS.P:\125892\pro 125892 Raven Oaks Clubhouse\Civil\Proplan\12589-2_Raven Oaks Clubhouse_{Current}.dwg, 9/23/2022 11:39:56 AM, BLloyd09/26/2022 N/F RICHMOND AMERICAN HOMES OF VA INC PIN 64G-4-1-143B PARCEL B 3.9246 ACRES ZONED: RP IP IP 3.07-04 IPIP EX STM GRATE EX TOP=699.03 EX INV=690.50 EX STM DI EX TOP=699.80 EX INV IN=690.00 (15") EX INV IN=689.20 (24") EX INV OUT=688.85 (24") EX STM DI EX TOP=703.42 EX INV IN=690.49 (18") EX INV IN=691.20 (24") EX INV OUT=690.37 (24") EX STM DI EX TOP=704.47 EX INV IN=692.74 (12") EX INV OUT=692.67 (12")XXXXXXXXXX X X X X XXXXX X X X X X X X X X X X X X CE TS PS TO MU TS PS TO MU TS PS TO MU TS PS TO MU TS PS TO MU SF SF SF SF SF SF LIMITS OF DISTURBANCE = 1.10 ACRES LIMITS OF DISTURBANCE = 1.10 ACRE LIMITS OF DISTURBANCE = 1.10 ACRE TEMPORARY CONSTRUCTION ENTRANCE SHALL UTILIZE BASE STONE FOR GRAVEL PARKING LOT CRS CONSTRUCTION ROAD STABILIZATION SHALL UTILIZE BASE STONE FOR PAVED PARKING LOT XXXX X X XXXXTEMPORARY STOCKPILE & STAGING AREA SF SF SF DD DD ESC DA TO DROP INLET SEDIMENT TRAP = 0.60 ACRES CRS CRS SF SF PROP. SI G H T DISTANC E E S M T EX SAN SEW MH EX TOP=705.41 INV IN=694.73 (6") EX INV IN=694.16 (8") EX INV OUT=693.86 (8") X X X XSF LIMITS OF DISTURBANCE = 1.10 ACRES SHEET NO.: EXP./CLIENT No.: 4317-3 PROJECT No.: 12382-3 DATE: 11/24/2021 REVISIONS: SCALE: C3.02 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC. 4901 CROWE DRIVE MOUNT CRAWFORD, VIRGINIA 22841 TELEPHONE (540) 434-6365 OR (800) 343-6365 FAX (540) 432-0685 www.valleyesp.com RAVEN OAKS CLUBHOUSE RAVEN OAKS DRIVE & LENORE LANE FREDERICK COUNTY WINCHESTER, VIRGINIA 2/03/22 - VDOT COMMENTS 5/02/22 - VDOT COMMENTS 6/15/22 - COUNTY COMMENTS 7/14/22 - FCSA COMMENTS 9/26/22 - LENORE LANE ENTRANCE REMOVAL 10010 1" = 10' EROSION & SEDIMENT CONTROL - PHASE I TS PS MU TEMPORARY SEEDING (3.31) PERMANENT SEEDING (3.32) MULCHING (3.35) TS PS MU TEMPORARY DIVERSION DIKE (3.09)DD CONSTRUCTION ROAD STABILIZATION (3.03)CRS X X SILT FENCE (3.05)SF CE CONSTRUCTION ENTRANCE (3.02) INLET PROTECTION (3.07)IP DD CRS TO TOP SOILING (3.30)TO DC DUST CONTROL (3.39)DC EROSION CONTROL LEGEND MATCHLINE - SEE INSET THIS SHEET MATCHLINE - SEE THIS SHEET 10 0 10 20 PHASE 1 CONSTRUCTION SEQUENCE 1.INSTALL CONSTRUCTION ENTRANCE, CONSTRUCTION ROAD STABILIZATION, AND PERIMETER E&S CONTROLS AS THE FIRST STEP IN PHASE 1 OF GRADING ACTIVITIES. 2.INSTALL INLET PROTECTION AS SHOWN ON THE PHASE 1 E&S PLANS. 3.SITE GRADING MAY NOW COMMENCE AS SHOWN ON THE PHASE II E&S PLAN. ADJUST E&S CONTROLS AS NECESSARY AS SITE GRADING PROGRESSES. 4.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IN THE OPINION OF THE LOCAL E&S ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.P:\125892\pro 125892 Raven Oaks Clubhouse\Civil\Proplan\12589-2_Raven Oaks Clubhouse_{Current}.dwg, 9/23/2022 11:39:58 AM, BLloyd09/26/2022 ENTRYWOMEN MENOFFICEPOOLEQUIPMENTMECH. / JAN.1 W 1 W 1 W 1 W 1 WXXXXXXN/F RICHMOND AMERICAN HOMES OF VA INC PIN 64G-4-1-143B PARCEL B 3.9246 ACRES ZONED: RP IP IPIP EX STM DI EX TOP=699.80 EX INV IN=690.00 (15") EX INV IN=689.20 (24") EX INV OUT=688.85 (24") EX STM DI EX TOP=703.42 EX INV IN=690.49 (18") EX INV IN=691.20 (24") EX INV OUT=690.37 (24") EX STM DI EX TOP=704.47 EX INV IN=692.74 (12") EX INV OUT=692.67 (12")XXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXX X X X X XXXXX X X X X X X X X X X X X X CE TS PS TO MU TS PS TO MU TS PS TO MU TS PS TO MU TS PS TO MU SF SF SF SF SF SF LIMITS OF DISTURBANCE = 1.10 ACRES LIMITS OF DISTURBANCE = 1.10 ACRE LIMITS OF DISTURBANCE = 1.10 ACRE IP IP IP SF SF IP 6 SS6 SS6 SS6 SS7 0 1 701701 7 0 2 703 704 703 704 705 70570470370370 2 7 0 2 70 1 702 7 0 3 7 0 3 702703704705 70470370 2 701700703704705 703 7 0 3 704703 700 701 702 699 697698703702701700 701 702701 PROP. SI G H T DISTANC E E S M T EX SAN SEW MH EX TOP=705.41 INV IN=694.73 (6") EX INV IN=694.16 (8") EX INV OUT=693.86 (8")XXXXXXX X X XSF LIMITS OF DISTURBANCE = 1.10 ACRES 701 SHEET NO.: EXP./CLIENT No.: 4317-3 PROJECT No.: 12382-3 DATE: 11/24/2021 REVISIONS: SCALE: C3.03 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC. 4901 CROWE DRIVE MOUNT CRAWFORD, VIRGINIA 22841 TELEPHONE (540) 434-6365 OR (800) 343-6365 FAX (540) 432-0685 www.valleyesp.com RAVEN OAKS CLUBHOUSE RAVEN OAKS DRIVE & LENORE LANE FREDERICK COUNTY WINCHESTER, VIRGINIA 2/03/22 - VDOT COMMENTS 5/02/22 - VDOT COMMENTS 6/15/22 - COUNTY COMMENTS 7/14/22 - FCSA COMMENTS 9/26/22 - LENORE LANE ENTRANCE REMOVAL 10010 1" = 10' EROSION & SEDIMENT CONTROL - PHASE II PHASE 2 CONSTRUCTION SEQUENCE 1.CONTINUE TO GRADE THE SITE AS SHOWN ON THE PHASE II E&S PLAN. ADJUST E&S CONTROLS AS GRADING PROGRESSES. 2.AS PORTIONS OF THE SITE GRADING ARE COMPLETED INSTALL PERMANENT SEEDING AND MULCH. 3.INSTALL THE INLET PROTECTION AS SHOWN ON THE PHASE II E&S PLAN IMMEDIATELY FOLLOWING THE INSTALLATION OF EACH INLET. 4.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IN THE OPINION OF THE LOCAL E&S ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. TS PS MU TEMPORARY SEEDING (3.31) PERMANENT SEEDING (3.32) MULCHING (3.35) TS PS MU X X SILT FENCE (3.05)SF CE CONSTRUCTION ENTRANCE (3.02) INLET PROTECTION (3.07)IP TO TOP SOILING (3.30)TO DC DUST CONTROL (3.39)DC EROSION CONTROL LEGEND MATCHLINE - SEE INSET THIS SHEET MATCHLINE - SEE THIS SHEET 10 0 10 20 P:\125892\pro 125892 Raven Oaks Clubhouse\Civil\Proplan\12589-2_Raven Oaks Clubhouse_{Current}.dwg, 9/23/2022 12:03:07 PM, BLloyd09/26/2022 SHEET NO.: EXP./CLIENT No.: 4317-3 PROJECT No.: 12382-3 DATE: 11/24/2021 REVISIONS: SCALE: C3.04 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC. 4901 CROWE DRIVE MOUNT CRAWFORD, VIRGINIA 22841 TELEPHONE (540) 434-6365 OR (800) 343-6365 FAX (540) 432-0685 www.valleyesp.com RAVEN OAKS CLUBHOUSE RAVEN OAKS DRIVE & LENORE LANE FREDERICK COUNTY WINCHESTER, VIRGINIA 2/03/22 - VDOT COMMENTS 5/02/22 - VDOT COMMENTS 6/15/22 - COUNTY COMMENTS 7/14/22 - FCSA COMMENTS 9/26/22 - LENORE LANE ENTRANCE REMOVAL --- N/A EROSION & SEDIMENT CONTROL DETAILS * When fiber mulch is the only available mulch during periods when straw should be used, apply at a minimum rate of 2000 lbs./ac. or 45 lbs./1000 sq. ft. Bark Chips or Shredded Bark Wood Chips Corn Stalks Fiber Mulch Straw or Hay MULCHES: 50 - 70 cu. yds. 4 - 6 tons 4 - 6 tons Free of coarse matter. Air-dried. Do not use in fine turf areas. Apply with mulch blower, chip handler, or by hand. Free of coarse matter. Air-dried. Treat with 12 lbs nitrogen per ton. Do not use in fine turf areas. Apply with mulch blower, chip handler, or by hand. Cut or shredded in 4 - 6" lengths. Air-dried. Do not use in fine turf areas. Apply with mulch blower or by hand. 1 - 2 cu. yds. 185 - 275 lbs. 185 - 275 lbs. Minimum 1500 lbs. Do not use as mulch for winter cover or during hot, dry periods.* Apply as slurry. 35 lbs. 1 1/2 - 2 tons (minimum 2 tons for winter cover) Free from weeds and coarse matter. Must be anchored. Spread with mulch blower or by hand. 70 - 90 lbs. Per Acre Per 1000 sq. ft.NOTES: RATES: ORGANIC MULCH MATERIALS AND APPLICATION RATES TABLE 3.35-A * Lime should always be applied in accordance with the results of a soil test, such as may be obtained through the soil testing laboratory at VPI&SU or through a reputable commercial laboratory. 4.6 4.0 4.8 5.0 5.2 5.4 5.6 5.8 6.0 6.2 Existing pH 155 200 125 120 105 90 70 55 40 20 Sandy Loam 210 250 180 140 120 100 80 65 55 35 Loam 230 300 205 160 140 125 105 85 70 40 Clay Loam Soil Texture TABLE 3.32-F LBS. OF GROUND AGRICULTURAL LIMESTONE* PER THOUSAND SQUARE FEET NEEDED TO CORRECT pH LEVEL OF ACID SOILS TO 6.5 TSMU SFCE PERMANENT SEEDING (SPEC. 3.32) CONTAINS PURE SEED GERM FALCON IV TALL FESCUE 30.00% (± 1%)MINIMUM 90.00% RENEGADE DT TALL FESCUE30.00% (± 1%)MINIMUM 90.00% TRIBUTE II FESCUE 30.00% (± 1%)MINIMUM 90.00% ROCKSTAR KENTUCKY BLUEGRASS10.00% (± 1%)MINIMUM 85.00% OTHER CROP SEEDS LESS THAN 0.10% INERT MATTER LESS THAN 0.50% WEED SEEDS 0.00% NOXIOUS WEED SEEDS 0.00% 200-250 LBS/ACRE ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) CEREAL (WINTER) RYE (SECALE CEREALE) ANNUAL RYEGRASS (LULIUM MULTI-FLORUM) GERMAN MILLET (SETARIA ITALICA) TEMPORARY SEEDING PLANTING DATES: SPECIES RATE IN LBS. PER ACRE SEPT. 1 - FEB. 15 FEB. 16 - APR. 30 MAY 1 - AUG. 31 60 - 100lbs. / acre 50 -100 lbs. / acre 50lbs. / acre 100% 100% 50% 50% IP IP DD IP P:\125892\pro 125892 Raven Oaks Clubhouse\Civil\Proplan\12589-2_Raven Oaks Clubhouse_{Current}.dwg, 9/23/2022 11:40:03 AM, BLloyd09/26/2022 ENTRYWOMEN MENOFFICEPOOLEQUIPMENTMECH. / JAN.1 W 1 W 1 W 1 W 1 W N/F RICHMOND AMERICAN HOMES OF VA INC PIN 64G-4-1-143B PARCEL B 3.9246 ACRES ZONED: RP EX FREDERICK WATER EASEMENT INST. 210003151 EX STM DI EX TOP=699.80 EX INV IN=690.00 (15") EX INV IN=689.20 (24") EX INV OUT=688.85 (24") EX STM DI EX TOP=703.42 EX INV IN=690.49 (18") EX INV IN=691.20 (24") EX INV OUT=690.37 (24") EX STM DI EX TOP=704.47 EX INV IN=692.74 (12") EX INV OUT=692.67 (12")50' REAR YARD SETBACK35' FRONT YARD SETBACK 3 5 ' F RON T Y A RD S E T B AC K 5 4 10+0011+0012+0012+18STR 3 STR 1 5' P A R K ING S E T B AC K 5' PARKING SETBACK 200.0' CO V E R A G E F R O M NEAREST F I R E H Y D R A N T 200. 0' C O V E R A G E F R O M NEAR E S T FI R E H Y D R A N T DRAIN AWAY 12 9+9010+0010+4724.0' 69.2' 74.0' 18.0' 10.0' 65.0' 68.5' 122.0' 71.4' 93.1' 12.0' 12.0' 29.5' 12.0'12.0' 17.0' 24.0' 15.0' 10.0' 18.0' 24.0' 8.0' 3.0' 10.0' 10.0' 70.4' 12.0' 54.2' 56.4' 24.0' 18.0' 10.0' 18.0' 10.0' 16.5' 109.8' 3.5' GRASS STRIP (TYP) 5.0' (TYP) 3.5' GRASS STRIP (TYP) 5.0' (TYP) 3.5' GRASS STRIP (TYP) 5.0' (TYP)50' REAR YARD SETBACKMATCH EXISTING CURB & GUTTER PROPOSED POOL (DESIGNED BY OTHERS) PROPOSED CLUBHOUSE ± 1,506 SQFT PROPOSED SIDEWALK, TYP.PROPOSED SIDEWALK, TYP. PRO PO S ED S IDEWA LK , T Y P .PROPOSEDSIDEWALK, TYP.VDOT STD. CG-12 VDOT STD. CG-12 VDOT STD. CG-12 R=25.0' R=92.0' R=5.0' MATCH EXISTING CURB & GUTTER MATCH EXISTING CURB & GUTTER VDOT STD. CG-6 (TYP) VDOT STD. CG-6R (TYP) VDOT CG-6R (TYP) NOSE DOWN CURB 1" PROPOSED WATER EXTENSION FOR BUILDING SUPPLY PROPOSED 6" SANITARY LATERAL W/ (4) CLEANOUTS PROPOSED TRENCH DRAIN, TYP. SEE POOL/PLUMBING PLANS R=5.0' 1" WATER METER WHEEL STOP (TYP) LIGHT-DUTY PAVEMENT SECTION POOL AREA SHALL BE ENCLOSED WITH A FENCE WITH MINIMUM HEIGHT OF 4.0' ABOVE GROUND. FENCES SHALL BE CONSTRUCTED SO AS TO PROHIBIT THE PASSAGE OF A SPHERE LARGER THAN 4.0" IN DIAMETER THROUGH ANY OPENING OR UNDER THE FENCE. FENCES SHALL BE DESIGNED TO WITHSTAND A HORIZONTAL CONCENTRATED LOAD OF 200 LBS. APPLIED ON A 1 SQ.FT. AREA AT ANY POINT. VDOT STD. CG-6R (TYP) POOL TRENCH DRAIN AND POOL GRADING TO BE PROVIDED BY OTHERS PROPOSED MULTI- SPORT COURT (SEE DETAIL C7.01) R=5.0' 5.0' TRANSITION FROM CG-6 TO CG-6R PROPOSED SIDEWALK TO BE TIED INTO TO FUTURE SIDEWALK AS SUBDIVISION IS DEVELOPED 12LF - 2.0' WIDE STOP BAR FIRE LANE SIGN FIRE LANE SIGN VDOT STD. CG-12 STOP SIGN VDOT STD. CG-11 ENTRANCE R=25.0' R=5.0'PROPOSED SIDEWALK, TYP.PRO P O S E D SIDE W A L K, T Y P. VDOT STD. CG-12 H.C. PARKING SIGN VDOT STD. CG-6 (TYP) R=5.0' R=210.0' R=50.0' R=10.0' VDOT STD. CG-12 R=10.0' MATCH EXISTING CURB & GUTTER R=150.0' FIRE LANE SIGN FIRE LANE SIGN FIRE LANE MARKING (TYP) FIRE LANE MARKING (TYP) 5.0' TRANSITION FROM CG-6 TO CG-6R STR 2 6 SS6 SS6 SS6 SSSAN SEW C/O INV= 696.1 HEAVY DUTY SAN SEW C/O INV= 695.9 HEAVY DUTY SAN SEW C/O INV= 695.5 SAN SEW C/O INV= 694.94 CONTRACTOR SHALL CORE DRILL, INSTALL BOOT, AND RESHAPE INVERT/BENCH PER FREDERICK WATER'S INSPECTOR'S REQUIREMENTS 10.5 LF OF 6" PVC SAN SEW LATERAL @ 2.0% 28.0 LF OF 6" PVC SAN SEW LATERAL @ 2.0% 26.0 LF OF 6" PVC SAN SEW LATERAL @ 1.5% 20.0 LF OF 6" PVC SAN SEW LATERAL @ 1.0% WATER METER NOTE: CONTRACTOR SHALL REMOVE FLUSHING ASSY, CONNECT TO CAP AND INSTALL WATER SERVICE THROUGH METER SETTING AND FURNISH SALVAGED MATERIALS PER FREDERICK WATER INSPECTOR CROSSWALK PROP. SI G H T DISTANC E E S M T 1-8"x6" MJ TEE 1-6" G.V. 1-8"X1" MJ TAPPED CAP 1-1" CORP STOP & 1" WATER SERVICE 25LF OF 6" DI CLASS 52 WATERLINE EX SAN SEW MH EX TOP=705.41 INV IN=694.73 (6") EX INV IN=694.16 (8") EX INV OUT=693.86 (8") DEMO A PORTION OF WATERLINE STUB TO INSTALL NEW WATERLINE SHOWN FIRE HYDRANT ASSEMBLY (FINAL PLACEMENT OF HYDRANT AND WATERLINE SHALL BE PER FREDERICK WATERS INSPECTORS REQUIREMENTS) EX FREDERICK WATER ESMT INST. 210003151 2.0% 2.0% 6" GATE VALVE 45° BEND50' REAR YARD SETBACKPOOL AREA SHALL BE ENCLOSED WITH A FENCE WITH MINIMUM HEIGHT OF 4.0' ABOVE GROUND. FENCES SHALL BE CONSTRUCTED SO AS TO PROHIBIT THE PASSAGE OF A SPHERE LARGER THAN 4.0" IN DIAMETER THROUGH ANY OPENING OR UNDER THE PROPOSED SIDEWALK TO BE TIED INTO TO FUTURE SIDEWALK AS SUBDIVISION IS DEVELOPED EXISTING FIRE HYDRANT SHEET NO.: EXP./CLIENT No.: 4317-3 PROJECT No.: 12382-3 DATE: 11/24/2021 REVISIONS: SCALE: C4.01 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC. 4901 CROWE DRIVE MOUNT CRAWFORD, VIRGINIA 22841 TELEPHONE (540) 434-6365 OR (800) 343-6365 FAX (540) 432-0685 www.valleyesp.com RAVEN OAKS CLUBHOUSE RAVEN OAKS DRIVE & LENORE LANE FREDERICK COUNTY WINCHESTER, VIRGINIA 2/03/22 - VDOT COMMENTS 5/02/22 - VDOT COMMENTS 6/15/22 - COUNTY COMMENTS 7/14/22 - FCSA COMMENTS 9/26/22 - LENORE LANE ENTRANCE REMOVAL 10010 1" = 10' SITE & GRADING PLAN NOTES: 1.THE DEVELOPER SHALL COORDINATE ROUTING AND INSTALLATION OF ALL ONSITE ELECTRIC, COMMUNICATIONS, FIBER, ETC. WITH THE RESPECTIVE UTILITY COMPANY. 2.ALL WATER & SEWER LINES SHALL MAINTAIN A MINIMUM OF 36" OF COVER. 3.ALL UTILITY CROSSINGS SHALL HAVE A SEPARATION OF 18" UNLESS OTHERWISE NOTED. 4.ALL SANITARY SEWER LATERALS SHALL HAVE A MINIMUM OF 36" OF COVER. 5.ALL WATER SERVICES ARE ENDOT ENDOPURE. 6.ALL LAND OUTSIDE ACTUAL CONSTRUCTION SHALL REMAIN IN AN UNDISTURBED NATURAL CONDITION OF SHALL BE LANDSCAPED. ALL DISTURBED OPEN AREAS SHALL BE BUILT UPON, PAVED, OR SEEDED AND LANDSCAPED. 7.ALL CONSTRUCTION WILL BE IN ACCORDANCE WITH LOCAL STANDARDS AND SPECIFICATIONS. EROSION CONTROL SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL MINIMUM STANDARDS. STORM WATER RUNOFF WILL BE CONTROLLED PER 9VAC25-870. 8.REFER TO ARCHITECTURAL DRAWINGS FOR ALL BUILDING DIMENSIONS AND UTILITY CONNECTIONS. 9.POOL SHALL MEET ALL REQUIREMENT OF THE INTERNATIONAL POOL AND SPA FOR EMERGENCY EXITING, FENCING, LOCKING, AND ENTRY. 10.PROVIDE REQUIRED FITTINGS TO CONNECT DOWNSPOUTS TO ROOF LEADERS. 11.CURBSIDE PICKUP WILL BE UTILIZED AT THIS SITE FOR TRASH PICKUP. 12.OUTDOOR TRASH RECEPTACLES WILL NOT BE PROVIDED AS A PART OF THIS DEVELOPMENT. 13.NO EXTERIOR BUILDING LIGHTING IS PROVIDED WITH THIS PLAN OF DEVELOPMENT. CLUBHOUSE AND POOL NOT INTENDED FOR EVENING USE. ADJACENT STREET LIGHTING PROVIDED AS PART OF PREVIOUS DEVELOPMENT. MATCHLINE - SEE INSET THIS SHEET MATCHLINE - SEE THIS SHEET 10 0 10 20 P:\125892\pro 125892 Raven Oaks Clubhouse\Civil\Proplan\12589-2_Raven Oaks Clubhouse_{Current}.dwg, 9/23/2022 11:59:55 AM, BLloyd09/26/2022 ENTRYWOMEN MENOFFICEPOOLEQUIPMENTMECH. / JAN.1 W 1 W 1 W 1 W 1 W N/F RICHMOND AMERICAN HOMES OF VA INC PIN 64G-4-1-143B PARCEL B 3.9246 ACRES ZONED: RP EX DRAINAGE EASEMENT INST. 210003151 EX FREDERICK WATER EASEMENT INST. 210003151 3' HIGH EVERGREEN HEDGE PER CODE SECTION {165-202.01(13)(a)} 8,926 SQ.FT. OF PARKING AREA Ma Ag Ag (14) Bs (21) Bs EX DRAINAGE EASEMENT INST. 210003151 6 SS6 SS6 SS6 SSMa STREET LANDSCAPING AS PROVIDED BY PREVIOUS DEVELOPMENT STREET LANDSCAPING AS PROVIDED BY PREVIOUS DEVELOPMENT PROP. SI G H T DISTANC E E S M T Ma Ma Ag Ag STREET LANDSCAPING AS PROVIDED BY PREVIOUS DEVELOPMENT Ma 3' HIGH EVERGREEN HEDGE PER CODE SECTION {165-202.01(13)(a)} EX FREDERICK WATER ESMT INST. 210003151 EX FREDERICK WATER EASEMENT INST. 210003151 EX DRAINAGE EASEMENT INST. 210003151 STREET LANDSCAPING AS PROVIDED BY PREVIOUS DEVELOPMENT SHEET NO.: EXP./CLIENT No.: 4317-3 PROJECT No.: 12382-3 DATE: 11/24/2021 REVISIONS: SCALE: C4.02 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC. 4901 CROWE DRIVE MOUNT CRAWFORD, VIRGINIA 22841 TELEPHONE (540) 434-6365 OR (800) 343-6365 FAX (540) 432-0685 www.valleyesp.com RAVEN OAKS CLUBHOUSE RAVEN OAKS DRIVE & LENORE LANE FREDERICK COUNTY WINCHESTER, VIRGINIA 2/03/22 - VDOT COMMENTS 5/02/22 - VDOT COMMENTS 6/15/22 - COUNTY COMMENTS 7/14/22 - FCSA COMMENTS 9/26/22 - LENORE LANE ENTRANCE REMOVAL 10010 1" = 10' CODE REQUIRED LANDSCAPE PLAN FREDERICK COUNTY LANDSCAPE REQUIREMENTS: {§165-202.01} PERIMETER LANDSCAPING - PARKING LOTS NUMBER OF TREES REQUIRED: 1 PER 2000 SQ.FT. OF IMPERVIOUS AREA IMPERVIOUS AREA TOTAL: 8,926 SQ.FT / 2000 = 4.46 NUMBER OF TREES PROVIDED: 5 {§165-202.01(D)(13)(b)} INTERIOR LANDSCAPING - PARKING LOTS SHADE TREES REQUIRED: 1 PER 10 PARKING SPACES PARKING SPACES: 21 / 10 = 2.1 SHADE TREES NUMBER OF TREES PROVIDED: 4 NOTES: PER FCSA REGULATIONS, NO TREES OR SHRUBS SHALL BE PLACED ON FCSA EASEMENTS ALL PLANTINGS WILL CONFORM TO REQUIREMENTS OUTLINED IN §165-203.01 TREE & SHRUB PLANT SCHEDULE SYM.QTY.COMMON NAME (Botanical Name)SIZE REMARKS Ag 4 AMUR MAPLE Acer ginnala 2.5" CALIPER B AND B, MULCH INDIVIDUALLY Ma 5 FLOWERING CRABAPPLE Malus (disease resistant)2.5" CALIPER B AND B, MULCH INDIVIDUALLY Bs 35 COMMON BOXWOOD Buxus sempervirens 36" HEIGHT MATCHLINE - SEE THIS SHEET 10 0 10 20 MATCHLINE - SEE THIS SHEET P:\125892\pro 125892 Raven Oaks Clubhouse\Civil\Proplan\12589-2_Raven Oaks Clubhouse_{Current}.dwg, 9/23/2022 11:40:18 AM, BLloyd09/26/2022 ENTRYWOMEN MENOFFICEPOOLEQUIPMENTMECH. / JAN.LIMITS OF DISTURBANCE = 1.10 ACRES LIMITS OF DISTURBANCE = 1.10 ACRE LIMITS OF DISTURBANCE = 1.10 ACRE SHEET NO.: EXP./CLIENT No.: 4317-3 PROJECT No.: 12382-3 DATE: 11/24/2021 REVISIONS: SCALE: C4.03 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC. 4901 CROWE DRIVE MOUNT CRAWFORD, VIRGINIA 22841 TELEPHONE (540) 434-6365 OR (800) 343-6365 FAX (540) 432-0685 www.valleyesp.com RAVEN OAKS CLUBHOUSE RAVEN OAKS DRIVE & LENORE LANE FREDERICK COUNTY WINCHESTER, VIRGINIA 2/03/22 - VDOT COMMENTS 5/02/22 - VDOT COMMENTS 6/15/22 - COUNTY COMMENTS 7/14/22 - FCSA COMMENTS 9/26/22 - LENORE LANE ENTRANCE REMOVAL 10010 1" = 10' LAND COVERAGE MAP MATCHLINE - SEE THIS SHEET 10 0 10 20 MATCHLINE - SEE THIS SHEET MANAGED TURF = 0.41 ACRE (44.6%) IMPERVIOUS AREA = 0.51 ACRE (55.4%) LAND COVERAGE LEGEND WATER QUALITY SHALL BE HANDLED BY PURCHASING CREDITS. A LETTER OF CREDIT AVAILABILITY WILL BE PROVIDED PRIOR TO PLAN APPROVAL. CREDITS NEEDED = 0.96 LBS/YR.P:\125892\pro 125892 Raven Oaks Clubhouse\Civil\Proplan\12589-2_Raven Oaks Clubhouse_{Current}.dwg, 9/23/2022 11:40:21 AM, BLloyd09/26/2022 ENTRYWOMENMENOFFICEPOOLEQUIPMENTMECH. / JAN.1 W 1 W 1 W 1 W 1 W N/F RICHMO N D A M E R I C A N HOMES O F V A I N C PIN 64G - 4 - 1 - 1 4 3 B PARCEL B 3.9246 A C R E S ZONED: R P STR 3 STR 1 DA TO STR #1 = 0.20 ACRES DA TO STR #3 = 0.08 ACRES DA TO STR #3 = 0.17 ACRES STR 2 6 SS6 SS6 SS6 SS7 0 1 7 0 1 701 702 703 704 703 704 705 705704703703702 7 0 2 70 3 703 7 0 2 7 0 3 704705 704 7 0 3 702701700703 704705 703 703 704703 700 701 702 699 6987037 0 2701700 701 702PROP. SIGHT DISTANCE ESMT Profile of Storm Sewer 3 to EX 670 680 690 700 710 720 730 670 680 690 700 710 720 730 10+00 11+00 12+00EXISTING DI MODIFIED TO ADI-3B WITH 6.0' TOPTOP=701.27INV IN=695.49 (FROM STR #2)CORE DRILL NEW INVERTINV OUT=690.46STR 1 H=10.81'DI-3C L=8.0'TOP=702.52INV IN=697.63 (FROM STR #3)INV OUT=697.53 (TO STR #1)STR 2 H=4.99'DI-1TOP=702.00INV OUT=699.18 (TO STR #2)STR 3 H=3.15'71 LF OF 15" HDPE N-12 @ 2.19% 109 LF OF 15" HDPE N-12 @ 1.87% 37 LF OF EXISTING 15" HDPE Pipe @ 1.24% EXISTING GRADE PROPOSED GRADE 18" MIN CLEARANCE +52.60 SAN SEWLATERAL CROSSINGINV=695.96SHEET NO.: EXP./CLIENT No.: 4317-3 PROJECT No.: 12382-3 DATE: 11/24/2021 REVISIONS: SCALE: C5.01 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC. 4901 CROWE DRIVE MOUNT CRAWFORD, VIRGINIA 22841 TELEPHONE (540) 434-6365 OR (800) 343-6365 FAX (540) 432-0685 www.valleyesp.com RAVEN OAKS CLUBHOUSE RAVEN OAKS DRIVE & LENORE LANE FREDERICK COUNTY WINCHESTER, VIRGINIA 2/03/22 - VDOT COMMENTS 5/02/22 - VDOT COMMENTS 6/15/22 - COUNTY COMMENTS 7/14/22 - FCSA COMMENTS 9/26/22 - LENORE LANE ENTRANCE REMOVAL --- AS SHOWN STORM PLAN & PROFILE 10 0 10 20 SCALE: 1" = 10'P:\125892\pro 125892 Raven Oaks Clubhouse\Civil\Proplan\12589-2_Raven Oaks Clubhouse_{Current}.dwg, 9/23/2022 11:40:23 AM, BLloyd09/26/2022 STOP R1-1 280.0' S.D.R. 154' S.D.L .8+469+0010+0011+0012+0012+809+90 10+00 10+47 6 SS704 703 704 705 70570470370370 2 703704705 704 70370 2 705PROP. SIGHTDISTANCE ESMTProfile of Allen Drive Entrance Sight Distance 670 680 690 700 710 720 730 670 680 690 700 710 720 730 8+00 9+00 10+00 11+00 12+00 13+00 HEIGHT OF OBJECT 3.50' HEIGHT OF OBJECT 3.50' HEIGHT OF EYE 3.50' SIGHT DISTANCE RIGHT = 280.0' EXISTING GRADE PROPOSED GRADE SIGHT DISTANCE LEFT = 154.0' EXISTING GRADE PROPOSED GRADE EXISTING GRADE C/L EXISTING ALLEN DRIVEProfile of Allen Drive Entrance Profile 680 690 700 710 720 730 740 680 690 700 710 720 730 740 10+00 11+00 -3.00% 2.00% -2.00% -2.00%PVC STA: 10+17.50PVC ELEV: 704.44PVT STA: 10+32.50PVT ELEV: 704.37LVC: 15.00 K: 3.00PVI STA:10+25.00PVI ELEV:704.59PVC STA: 10+03.00PVC ELEV: 704.27PVT STA: 10+09.00PVT ELEV: 704.27LVC: 6.00 K: 1.50PVI STA:10+06.00PVI ELEV:704.21SHEET NO.: EXP./CLIENT No.: 4317-3 PROJECT No.: 12382-3 DATE: 11/24/2021 REVISIONS: SCALE: C5.03 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC. 4901 CROWE DRIVE MOUNT CRAWFORD, VIRGINIA 22841 TELEPHONE (540) 434-6365 OR (800) 343-6365 FAX (540) 432-0685 www.valleyesp.com RAVEN OAKS CLUBHOUSE RAVEN OAKS DRIVE & LENORE LANE FREDERICK COUNTY WINCHESTER, VIRGINIA 2/03/22 - VDOT COMMENTS 5/02/22 - VDOT COMMENTS 6/15/22 - COUNTY COMMENTS 7/14/22 - FCSA COMMENTS 9/26/22 - LENORE LANE ENTRANCE REMOVAL --- AS SHOWN SIGHT DISTANCE PLAN & PROFILES AND SIGNAGE PLAN 20 0 20 40 SCALE: 1" = 20' STOP SIGN SCHEDULE STD. NUMBER SIGN SIZE QTY. 30" X 30" R1-1 2-RELOCATE 3- EXISTING POST FOUNDATION 2" STP-1 TYPE F P:\125892\pro 125892 Raven Oaks Clubhouse\Civil\Proplan\12589-2_Raven Oaks Clubhouse_{Current}.dwg, 9/23/2022 11:40:26 AM, BLloyd09/26/2022 ENTRYWOMEN MENOFFICEPOOLEQUIPMENTMECH. / JAN.1 W 1 W 1 W 1 W 1 W N/F RICHMOND AMERICAN HOMES OF VA INC PIN 64G-4-1-143B PARCEL B 3.9246 ACRES ZONED: RP EX STM DI EX TOP=699.80 EX INV IN=690.00 (15") EX INV IN=689.20 (24") EX INV OUT=688.85 (24") EX STM DI EX TOP=703.42 EX INV IN=690.49 (18") EX INV IN=691.20 (24") EX INV OUT=690.37 (24") EX STM DI EX TOP=704.47 EX INV IN=692.74 (12") EX INV OUT=692.67 (12") STR 3 STR 1 DRAIN AWAY STR 2 6 SS6 SS6 SS6 SS7 0 1 701701 7 0 2 703 704 703 704 705 70570470370370 2 7 0 2 70 1 702 7 0 3 7 0 3 702703704705 70470370 2 701700703704705 703 7 0 3 704703 700 701 702 699 697698703702701700 701 702701 PROP. SI G H T DISTANC E E S M T T/P=703.40 T/P=703.39 T/P=703.40 T/P=703.40 T/P=703.40 T/P=703.40 T/P=703.40 T/C=704.38 T/C=701.92 T/P=703.73 T/P=703.63 T/P=703.63 T/P=703.53 T/P=701.88 T/P=701.78 T/P=701.79 T/P=701.69 T/P=701.07 T/P=700.96 T/P=703.14 T/C=±703.57 MATCH EXISTING T/C=±703.45 MATCH EXISTING T/P L/P=703.53T/P L/P=703.63 T/P L/P=701.64 T/P L/P=701.79 T/C=±701.74 MATCH EXISTING T/C=±701.61 MATCH EXISTING T/P=700.52 T/C=701.75 T/P=704.24 T/P=704.36 T/C=±704.51 MATCH EXISTING T/C=704.65 T/C=704.73 T/P L/P=704.91 T/C=704.58 T/C=704.23 T/C=703.02T/C=703.01 T/P=703.30 T/P=703.30 T/P=703.20 T/C=703.49 T/C=704.42 T/P L/P=705.49 T/P=704.3 T/P=704.5 T/P=704.5 T/P=704.3 T/P H/P=704.75 T/P=704.3 T/C=±705.25 MATCH EXISTING T/P=703.03 T/P=705.33 T/P=705.23 T/C=702.18 T/P=705.48T/P=705.55T/P=705.72 T/P=705.62 T/P=704.6 T/P=705.21T/P H/P=704.75 T/P=703.40 T/P=703.40T/P=704.20 T/P=704.20 T/P=703.39 T/P=703.40 T/P=703.30 T/C=704.70 T/C=703.47 T/C=703.15 T/P=703.03 T/P=702.98 T/P=703.21 T/P=703.21 T/P=703.20 T/P=703.24 T/P=703.40 T/P=703.40 T/P=703.14 T/C=703.12 T/P=702.58 T/P=702.49 T/P=702.53 T/P=703.30 T/P=702.08 T/P=701.87 T/P=702.59 T/P=702.64 T/P=702.66 T/P=702.51 T/P=702.33 T/P=702.08 T/P=701.77 T/P=700.03 T/P=701.32 T/P=701.36 T/P=699.97 T/P=MATCH EX ELEVATION T/P=699.89 T/P=699.99 T/P=699.96 T/P=703.40 T/P=703.40 T/P=703.39 T/P=703.24 T/C=704.58 T/P=703.31 T/C=702.93 T/C=703.04 T/P=700.06 T/P=703.16 T/C=701.00 T/C=701.31 T/C=701.40 T/C=701.78 T/P=704.0 T/C=704.67 T/C=705.53 T/C=704.63 T/P=704.4 T/P=703.21 T/P=703.22 T/P=700.82 T/P=700.86 T/P=700.26 T/P=700.22 T/P=701.87 T/P=704.10 T/P=704.00 T/P=703.30 T/P=703.20 T/P=704.20 EX SAN SEW MH EX TOP=705.41 INV IN=694.73 (6") EX INV IN=694.16 (8") EX INV OUT=693.86 (8") T/P=700.76 T/P=700.72 T/P=MATCH EX ELEVATION 2.0% 2.0%50' REAR YARD SETBACK2.0%(TYP)701 SHEET NO.: EXP./CLIENT No.: 4317-3 PROJECT No.: 12382-3 DATE: 11/24/2021 REVISIONS: SCALE: C6.01 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC. 4901 CROWE DRIVE MOUNT CRAWFORD, VIRGINIA 22841 TELEPHONE (540) 434-6365 OR (800) 343-6365 FAX (540) 432-0685 www.valleyesp.com RAVEN OAKS CLUBHOUSE RAVEN OAKS DRIVE & LENORE LANE FREDERICK COUNTY WINCHESTER, VIRGINIA 2/03/22 - VDOT COMMENTS 5/02/22 - VDOT COMMENTS 6/15/22 - COUNTY COMMENTS 7/14/22 - FCSA COMMENTS 9/26/22 - LENORE LANE ENTRANCE REMOVAL 10010 1" = 10' GRADING PLAN NOTE: THIS SHEET WAS COMPILED FROM FIELD SURVEY PROVIDED BY MARSH & LEGGE, LAND SURVEYORS, P.L.C. MATCHLINE - SEE INSET THIS SHEET MATCHLINE - SEE THIS SHEET 10 0 10 20 P:\125892\pro 125892 Raven Oaks Clubhouse\Civil\Proplan\12589-2_Raven Oaks Clubhouse_{Current}.dwg, 9/23/2022 11:40:29 AM, BLloyd09/26/2022 SHEET NO.: EXP./CLIENT No.: 4317-3 PROJECT No.: 12382-3 DATE: 11/24/2021 REVISIONS: SCALE: C7.01 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC. 4901 CROWE DRIVE MOUNT CRAWFORD, VIRGINIA 22841 TELEPHONE (540) 434-6365 OR (800) 343-6365 FAX (540) 432-0685 www.valleyesp.com RAVEN OAKS CLUBHOUSE RAVEN OAKS DRIVE & LENORE LANE FREDERICK COUNTY WINCHESTER, VIRGINIA 2/03/22 - VDOT COMMENTS 5/02/22 - VDOT COMMENTS 6/15/22 - COUNTY COMMENTS 7/14/22 - FCSA COMMENTS 9/26/22 - LENORE LANE ENTRANCE REMOVAL --- N/A DETAILS NOTES: 1) CURB AND SIDEWALK TO BE CAST-IN-PLACE USING CLASS A-3 CONCRETE 2) THE VDOT STONE BASE OF 21-A SHALL BE COMPACTED TO 95% MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D698. WHERE GENERAL SITE CONCRETE IS NOT OTHERWISE DETAILED, THE FOLLOWING SHALL APPLY: 1) ALL WORK SHALL BE IN ACCORDANCE WITH ACI-318 (CURRENT EDITION) AS WELL AS ACI-305 (HOT WEATHER CONCRETING) AND ACI-306 (COLD WEATHER CONCRETING) AS APPLICABLE. 2) JOINT SPACING SHALL NOT EXCEED 25 TIMES THE CONCRETE PAVEMENT THICKNESS WITH A MAXIMUM SPACING OF 15 FEET. JOINTS SHALL BE PLACED TO CREATE SQUARE PANELS WHERE POSSIBLE, WITH A 11 2 TO 1 MAXIMUM PANEL RATIO. 3) PROVIDE ISOLATION JOINTS AT BUILDINGS, STORM STRUCTURES, ETC. JOINTS SHALL EXTEND THE FULL DEPTH OF CONCRETE. 4" SIDEWALK 4" VDOT #21-A STONE(COMPACTED) 1/4":1' 5.0' TYPICAL SIDEWALK DETAIL N.T.S 12" MIN. PARKING ONLY VAN ACCESSIBLE NOT TO SCALE HANDICAPPED USE SIGN TOW-AWAY ZONE $100-$500 FINE PENALTY ·PROVIDE SIGN AT ALL HANDICAPPED PARKING STALLS INDICATED ON SITE PLAN AND FURTHER AS REQUIRED BY CABO ANSI 117.1 ·SIGN MAY BE MOUNTED ON BUILDING IN APPROPRIATE LOCATION ·COORDINATE AND CONFIRM SIGN TYPE WITH VALLEY HEALTH GRADE GALVANIZED U-CHANNEL SIGN POST IF APPLICABLE METAL SIGN, BOLT TO SIGN POST WHITE LETTERS & SYMBOL ON BLUE BACKGROUND NOTE: SIGN TO BE PER LOCAL HANDICAPPED REQUIREMENTS AND COMPLY WITH CABO ANSI 117.1 4' MIN, 7' MAXHANDICAPPED PARKING STRIPING DETAILS NOT TO SCALE LOCATE HC SYMBOL IN STALL AS SHOWN TYPICAL TREE PLANTING DETAIL N.T.S. CUT BURLAP*, ROPE AND WIRE BASKET AWAY FROM TOP 2/3 AND SIDES OF ROOT BALL. DO NOT DISTURB OR BREAK BALL 4" TOPSOIL ARBOR TIE 3" WOOD STAKES (3 PER TREE) SAUCER AROUND TREE 12" (min) EQUAL EQUAL 6" (min) 12' (min) *IF SYNTHETIC MATERIAL IS USED, REMOVE ENTIRELY FROM BALL PLANTING SOIL MIXED WITH RESIDUE 1:1 RATIO TRUNK FLARE AND TOP OF ROOT BALL SHOULD BE AT GRADE IN WELL DRAINED SOIL, UP TO 4" ABOVE GRADE IN POORLY DRAINED SOILS SCARIFY SUBSOIL & LIGHTLY COMPACT 2" - 4" LAYER OF MULCH (NO MULCH AROUND TRUNK BASE)TYPICAL SHRUB PLANTING DETAIL N.T.S. SHRUB SCARIFY SUBSOIL & LIGHTLY COMPACT PLANTING SOIL MIXED WITH RESIDUE 1:1 RATIO CUT BURLAP, ROPE AND WIRE BASKET AWAY FROM TOP 2/3 AND SIDES OF ROOT BALL. DO NOT DISTURB OR BREAK BALL 6" (min) PLACE THIN LAYER OF SOIL TO COVER BALL SAUCER TOPSOIL AROUND SHRUB 3" MULCH (NO MULCH WITHIN 1" OF TRUNK) 4" TOP SOIL SIGNAGE AND HANDICAP STRIPING NOTES: 1) ALL SIGN POSTS ARE TO BE GALVANIZED U-CHANNEL POSTS 2 LBS PER FOOT MAXIMUM LENGTH 6'.  WHERE TALLER SIGNS ARE REQUIRED TWO POSTS ARE TO BE BOLTED TOGETHER USING STAINLESS STEEL 5/16 X 1 HEX HEAD BOLTS AND STAINLESS STEEL STOP NUTS.  SIGN FASTENERS WILL BE STAINLESS STEEL 5/16 X 2” HEX HEAD BOLTS AND STAINLESS STEEL STOP NUTS.  ALL SIGNS WILL BE ALUMINUM. 2) ALL PARKING LOT AND ROAD PAINT, SYMBOLS AND SIGNS SHOULD CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION). 3) HANDICAP SYMBOL ON PAVEMENT SHALL BE A BLUE BOX WITH A WHITE WHEELMAN.  PLACEMENT SHALL BE AT THE VEHICLE ACCESS END OF THE PARKING SPACE. 4) DO NOT PAINT HANDICAPPED RAMPS. COLOR VARIATIONS SHALL BE OBTAINED THROUGH VARIATIONS IN CONCRETE COLORS. COORDINATE WITH OWNER.P:\125892\pro 125892 Raven Oaks Clubhouse\Civil\Proplan\12589-2_Raven Oaks Clubhouse_{Current}.dwg, 9/23/2022 11:40:32 AM, BLloyd09/26/2022 SHEET NO.: EXP./CLIENT No.: 4317-3 PROJECT No.: 12382-3 DATE: 11/24/2021 REVISIONS: SCALE: C7.02 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC. 4901 CROWE DRIVE MOUNT CRAWFORD, VIRGINIA 22841 TELEPHONE (540) 434-6365 OR (800) 343-6365 FAX (540) 432-0685 www.valleyesp.com RAVEN OAKS CLUBHOUSE RAVEN OAKS DRIVE & LENORE LANE FREDERICK COUNTY WINCHESTER, VIRGINIA 2/03/22 - VDOT COMMENTS 5/02/22 - VDOT COMMENTS 6/15/22 - COUNTY COMMENTS 7/14/22 - FCSA COMMENTS 9/26/22 - LENORE LANE ENTRANCE REMOVAL --- N/A DETAILS FREDERICK COUNTY SANITATION AUTHORITY - 1 -OCT 2011 1.THE AUTHORITY’S WATER AND SEWER STANDARDS AND SPECIFICATIONS ARE AVAILABLE AT WWW.FCSA-WATER.COM 2.THE CONTRACTOR SHALL ADHERE TO THE AUTHORITY’S STANDARDS AND SPECIFICATIONS IN EFFECT AT THE TIME OF CONSTRUCTION. 3.THE CONTRACTOR SHALL COORDINATE WITH AND ARRANGE FOR INSPECTION BY THE AUTHORITY. 4.THE CONTRACTOR SHALL CONNECT A NEW SEWER LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 5.A NEW WATER (OR FORCED SEWER) MAIN SHALL BE CONNECTED TO AN EXISTING MAIN BY A WET TAP. THE AUTHORITY SHALL FURNISH ALL NEEDED MATERIAL AND MAKE THE TAP. AN APPLICATION FOR WET TAP SHALL BE SUBMITTED AND THE INITIAL FEE PAID BEFORE THE TAP IS MADE. 6.EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE AUTHORITY’S INSPECTOR. 7.THE AUTHORITY’S MAINTENANCE DIVISION SHALL FURNISH AND INSTALL ALL WATER METERS THROUGH 2 INCH IN SIZE. IT IS THE CONTRACTOR’S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. BEFORE A PERMANENT METER IS INSTALLED: a.THE METER BOX, WITH ITS FRAME AND COVER, MUST BE PROPERLY ALIGNED WITH THE COPPERSETTER. b.THE FRAME AND COVER SHALL BE SET TO FINAL GRADE. c.THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE COPPERSETTER SHALL BE BETWEEN 18 AND 21 INCHES. d.ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER. 8.FOR SERVICES THAT CONNECT TO EXISTING LINES: a.THE AUTHORITY SHALL FURNISH AND INSTALL: 1.ALL ⅝”X¾”, ¾”, 1”, 1½” AND 2” WATER SERVICES 2.ALL SEWER SERVICES. b.THE OWNER/DEVELOPER SHALL: 1.COORDINATE (OR HAVE THE CONTRACTOR COORDINATE) THE LOCATION OF THE SERVICE LATERAL WITH THE AUTHORITY’S ENGINEERING ASSISTANT 2.SUBMIT AN APPLICATION FOR SERVICE AND PAY THE REQUIRED FEES. 9.ALL WATER SERVICE LINES MUST HAVE A BACKFLOW PREVENTION ASSEMBLY (DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). THE ASSEMBLY MUST MEET ASSE STANDARD NUMBER 1015 OR 1013. 10. ALL FIRE LINES MUST HAVE A BACKFLOW PREVENTION ASSEMBLY (DETECTOR DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). THE ASSEMBLY SHALL MEET ASSE STANDARD NUMBER 1048 OR 1047. ANY EXTERIOR, PRIVATELY OWNED FIRE LINE SHALL ALSO HAVE A FIRE SERVICE METER. THIS ASSEMBLY SHALL BE INSTALLED IMMEDIATELY BEFORE THE BACKFLOW PREVENTION UNIT. RADIO READ REMOTES ARE REQUIRED. 11.THE AUTHORITY SHALL REVIEW THE MECHANICAL PLAN(S) FOR DESIGN AND MATERIAL APPROVAL OF A BUILDING’S: a.DOMESTIC WATER METER AND ITS BACKFLOW PREVENTION DEVICE, AND/OR ITS b.FIRE SERVICE LINE’S BACKFLOW PREVENTION DEVICE. 12.DEQ MUST ALSO APPROVE SEWER PUMP STATIONS. FCSA REQUIRES A COPY OF DEQ’S CERTIFICATE TO OPERATE AND A COPY OF THE STATION’S DEQ APPROVED O&M MANUAL. THESE DOCUMENTS MUST BE RECEIVED BEFORE SUBSTANTIAL COMPLETION IS ISSUED AND WATER METERS RELEASED. Construction Notes 8" stone STANDARD stone concrete 6" 6" 8"8" concrete 1/2 O.D. 6" 6" 8" 8" concrete 6" 6" 8" stone 8" 6" 1/2 O.D. 6" 8" TRENCH & BEDDING general backfill general backfill general backfill 24" select backfill 24" select backfill CONCRETE CRADLE CONCRETE ENCASEMENT All backfill to be compacted to 95% of ASTM D698 maximum density. CONCRETE ARCH 24" select backfill 24" select backfill general backfill location marker location marker location marker location -1- marker FEB 09 8"x 8"x 16" solid block for 12" valve Note: valve shall be bevel gear type GATE VALVE stone joint restraintsstone valve restrained to main 48" min. 6" stone location marker 48" min. 6" stone valve restrained to main 6", 8" and 12" 16", 18", 20" and 24" screw type adjustable valve box 8"x 8"x 16" solid block 60" min. over-excavation 18" to 24" concrete pad 18" dia. x 6" deep finished grade concrete pad 18" dia. x 6" deep finished grade Water Forced Sewer 24" min. screw type adjustable valve box Note: valve shall be spur gear type 6" stone 8"x 8"x 16" solid block valve restrained to main screw type adjustable valve box concrete pad 18" dia. x 6" deep -5- APR 09 valve box adaptor valve box adaptor valve box adaptor as required concrete pad 1'-6" dia. x 6" deep 2" min. - 6" max. locator marker 3' 2' 7' 3' 18" dia. concrete encasement BOLLARD DETAIL 1'-6" stone stone to be minimum of 6" above top of base mechanical joint swivel tee with 6" branch screw type adjustable valve box 6" dia. schedule 40 steel pipe filled with concrete and painted yellow trench width as required stone 6" stone grade finished finished grade joint restraints FIRE HYDRANT ASSEMBLY NOTE: Weep holes shall not be subject to being submerged. If installation is in an area having a high groundwater table, the Authority's engineer shall be contacted for hydrant relocation. filter cloth -6- 8" X 8" X 16" solid block 8" X 8" X 16" solid block DIP; not to exceed 20 ft. APR 09 valve box adaptor INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street: a. Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b. Install 12 gauge solid insulated copper wire (for line tracing) from corporation stop to into the meter box [wrap wire around corporation stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box; wrap around bottom of angle ball valve; terminate with 12" tail piece]. 8"-10" 18"-21" 36" stone 6" 1" CTS polyethylene tubing (PET) 200 psi with SS inserts at all connections saddle with corp stop meter by F.C.S.A. sidewalk 18" treated 2"x 4" with top 6" painted blue 36" 48" 12" 38" 24" 1" coupling (PJ X FIP) and MIP plastic plug on 6' tail piece Opposite Side Same Side 45° finished grade METER INSTALLATION 12 gauge solid insulated copper wire for line tracing, taped at 10 foot intervals 12" THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE 36" 48" 8" min.8" min. meter box and cover 3" min. stone surrounding box -8- 5 8" x 3 4", 3 4" AND 1" FEB 09 P:\125892\pro 125892 Raven Oaks Clubhouse\Civil\Proplan\12589-2_Raven Oaks Clubhouse_{Current}.dwg, 9/23/2022 11:40:37 AM, BLloyd09/26/2022 SHEET NO.: EXP./CLIENT No.: 4317-3 PROJECT No.: 12382-3 DATE: 11/24/2021 REVISIONS: SCALE: C7.03 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC. 4901 CROWE DRIVE MOUNT CRAWFORD, VIRGINIA 22841 TELEPHONE (540) 434-6365 OR (800) 343-6365 FAX (540) 432-0685 www.valleyesp.com RAVEN OAKS CLUBHOUSE RAVEN OAKS DRIVE & LENORE LANE FREDERICK COUNTY WINCHESTER, VIRGINIA 2/03/22 - VDOT COMMENTS 5/02/22 - VDOT COMMENTS 6/15/22 - COUNTY COMMENTS 7/14/22 - FCSA COMMENTS 9/26/22 - LENORE LANE ENTRANCE REMOVAL --- N/A DETAILS L = restrained length of pipe (PVC or DIP) HORIZONTAL BEND 45°, 22 1/2°, 11 1/4° D 6" 8" 12" 16" 18" 20" 24" L (ft) 20 20 20 20 20 20 20 L TEE, CROSS, WYE any joint that falls within the specified length of each branch of the fitting shall be restrained. In addition to restraining each joint of the fitting, D = pipe diameter L LL L -2- TEE, CROSS, WYE AND HORIZONTAL BEND RESTRAINED JOINTS FOR D 6" 8" 12" 16" 18" 20" 24" L (ft) 60 60 100 120 120 140 160 DD D L = restrained length of pipe (PVC or DIP) D = pipe diameter FEB 09 Both joints of the fitting shall be restrained. In addition, all joints within the specified length on the large side of the reducer shall be restrained. REDUCER L L (ft) 60 60 100 120 120 140 160 D 6" 8" 12" 16" 18" 20" 24" L falls within the specified length shall be restrained. In addition to restraining the connection, any joint that VALVE, DEAD END L 8" 12" 16" 18" 20" 24" 8" -- 60 80 100 120 140 D1 12" -- -- 60 80 100 120 16" -- -- -- 40 60 100 18" -- -- -- -- 40 80 20" -- -- -- -- -- 60 -3- GATE VALVE AND DEAD END RESTRAINED JOINTS FOR REDUCER, 6" 40 60 100 120 120 140 D2D1 L D L = restrained length of D = pipe diameter pipe (PVC or DIP) L (ft) D2 L = restrained length of D = pipe diameter pipe (PVC or DIP) FEB 09 Lu Ld Lu = up bend restrained lengthof pipe (PVC or DIP) up bend depth depth 4 ft. min. down bend Ld = down bend restrained length of pipe (PVC or DIP) finished grade Lu Ld -4- VERTICAL OFFSET RESTRAINED JOINTS FOR 45° Ld (ft) 20 40 60 80 Lu (ft) 20 20 20 20 Each side of any vertical offset bend shall be restrained. In addition, any joint that falls within the specified length on each side of the fitting shall be restrained. D 6" 8" & 12" 16", 18" & 20" 24" 22 1/2° Ld (ft) 20 20 40 40 Lu (ft) 20 20 20 20 D 6" 8" & 12" 16", 18" & 20" 24" 11 1/4° Ld (ft) 20 20 20 20 Lu (ft) 20 20 20 20 D 6" 8" & 12" 16", 18" & 20" 24" D D = pipe diameter FEB 09 EDGE OF EXISTING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE PROPOSED ASPHALT LAYERS ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 12" COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS PROPOSED MINIMUM 1 1/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) MINMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3)* * NOTES: 1.ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2.THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3.A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4.THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 1/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5.THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS-SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6.EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7.FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. WP-2 ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 303.02 REVISION DATE SPECIFICATION REFERENCE 315 PAVEMENT WIDENING VIRGINIA DEPARTMENT OF TRANSPORTATION 1.WHEN USED IN CONJUNCTION IWTH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. 2.SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. 3.MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR THE MAINLINE PAVEMENT WHICH CAN BE OMITTED IN THE ENTRANCE.) 4.RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. 5.WHEN THE ENTRANCE RADII CANNOT ACCOMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO 7". (SEE CG-13) 6.PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. 7.THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTION. 8.WHEN CG-11 IS USED FOR STREET CONNECTIONS, THE CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS OF THE VDOT ROAD DESIGN MANUAL, INCLUDING STOPPING SIGHT DISTANCE AND K VALUE REQUIREMENTS. 9.OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE ACROSS THE INTERSECTION. GENERAL NOTES ENTRANCE NOTES INTERSECTION NOTES ENTRANCE VOLUME HIGH MEDIUM LOW MORE THAN 1500 VPD 500-1500 VPD LESS THAN 500 VPD 0 % < 3 % < 6 % 3 % 6 % 8 % DESIRABLE MAXIMUM GRADE CHANGE "D" ALLOWABLE ENTRANCE GRADE CHANGES NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS ** STREET APPROACH SAME SURFACING AS MAINLINE ROADWAY (SEE NOTE 3) (RADIUS TO BE AS SHOWN ON PLANS) (RADIUS TO BE AS SHOWN ON PLANS) EXPANSION JOINT SIDEWALK (SEE NOTE 5) EXPANSION JOINT OPTIONAL FLOW LINE SIDEWALK UNPAVED SPACE MAINLINE ROADWAYC OF SIDE STREETLNOTE: WIDTH "B" 2'-0" OR AS SHOWN ON TYPICAL SECTION. CG-2 OR CG-6 (SEE NOTE 1) C C A A B BSIDEWALK PLAN VIEW SECTION A - A SECTION C - C MAINLINE ROADWAY SLOPE 10' PARABOLIC CURVE (ENTRANCE ONLY) D D D D CONSTRUCT GRADE CHANGES WITH A PARABLIC CURVE. 8% MAX. SLOPE CHANGE 8% MAX. SLOPE CHANGE 20' MINIMUM FOR COMMERCIAL ENTRANCE 5' MIN. MAINLINE ROADWAY EDGE OF PAVEMENT OR OPTIONAL FLOW LINE (SEE NOTE 7) CLASS A3 (H.E.S.) CONCRETE 1":1' B2" 4"6"(CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) METHOD OF TREATMENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 502 ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 203.04 CG-11 7" 1.THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2.DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 3.SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4.IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER THE PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5.REQUIRED BARS ARE TO BE NO. 5 x 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID-DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/2". 6.CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 7.CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETS. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM, AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 8.RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 9.TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF THE ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY TRUCK TRAFFIC) FOR CONCRETE DEPTH. 10.WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11.WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), A 4. X 4. LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4. X 4. LANDING AREA MAY INCLUDE THE GUTTER PAN. 12.ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF CURB ENTRANCES OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD-MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. GENERAL NOTES CG-12 10:1 MAX AT , 2" HIGHER THAN EDGE OF PAVEMENT AT , SAME AS TOP OF CURB TYPE A PERPENDICULAR 4' 8'48:1MAXTYPE B PARALLEL TYPE C PARALLEL & PERPENDICULAR DETECTABLE WARNING DETAIL TRUNCATED DOME DETAIL DETECTABLE WARNING INSTALLED ON A RADIUS 48:1MAX48:1MAX12:1 MAX 12:1 MAX 5' MIN 12:1 MAX 12:1 MAX 4' MIN 5' MIN * ** ***12:1 TRUNCATED DOME 1.6"-2.4" C-C VARIABLE FULL WIDTH OF RAMP FLOOR PAY LIMITS MIN 0.65"2'-0"1.6"-2.4" C-C50%-65% OF BASE DIAMETER TOP DIAMETER 0.9"-1.4" BASE DIAMETER0.2"RAMPLANDING DETECTABLE WARNING AT BACK OF CURB SEE NOTE 12. SPECIFICATION REFERENCE 105 502REVISION DATE 7/11203.05 SHEET 1 OF 5 ROAD AND BRIDGE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION (GENERAL NOTES) CG-12 DETECTABLE WARNING SURFACE Curb & Gutter may be cast-in-place using class A-3 concrete. If it is precast it shall have a minimum of 4,000 psi concrete. The bottom of the curb & gutter may be parallel to the earth on which it is placed as long as the minimum 7" depth is maintained. 13" 4" 2' 6" 6" R2" 7" (min) Notes: 1. 21-B Crushed Aggregate, Base Type 1, shall be compacted to 95% of the Standard Proctor Density. 2. Subgrade shall be compacted to 95% of the Standard Proctor Density. SUBGRADE 8" 21-B 2" SM-12.5 TYPICAL LIGHT DUTY PAVEMENT SECTION (SHADED AREA) - N.T.S. Curb & Gutter may be cast-in-place using class A-3 concrete. If it is precast it shall have a minimum of 4,000 psi concrete. The bottom of the curb & gutter may be parallel to the earth on which it is placed as long as the minimum 7" depth is maintained. 13" 4" 2' 6" 6"R2" 7" (min) REVERSE CG-6 N.T.S. 1/4":1' (min) GRAVEL PAVEMENT SECTION (SHADE AREA) - N.T.S. 12" 21-B SUBGRADE Notes: 1.21-B Crushed Aggregate, Base Type 1, shall be compacted according to VTM-01 or ASTM D698 and moisture controlled to 20% of the optimum moisture content. 2.Subgrade shall be compacted according to VTM-01 or ASTM D698 and moisture controlled to 20% of the optimum moisture content.P:\125892\pro 125892 Raven Oaks Clubhouse\Civil\Proplan\12589-2_Raven Oaks Clubhouse_{Current}.dwg, 9/23/2022 11:41:12 AM, BLloyd09/26/2022