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HomeMy WebLinkAboutSUB201500124 Plan - Approved Road Plan and Comps. 2015-09-30STONEFIELD BLOCK D2 ROAD PLAN ALBEMARLE COUNTY, VIRGINIA SHEET NO. DRAWING NO. TITLE 1 OF 8 C -1 COVER SHEET 2 OF 8 C -2 GENERAL NOTES, ABBREVIATIONS k LEGEND 3 OF 8 C -3 GENERAL NOTES 4 OF 8 C -4 PUN AND PROFILES 5 OF 8 C -5 PUN AND PROFILES 6 OF 8 C -6 PAVEMENT MARKING AND SIGNAGE PUN 7 OF 8 C -7 ROAD SECTIONS AND DETAILS 8 OF 8 C -8 DETAILS AND CALCULATIONS APPENDIX STONEFIELD BLOCK D2 FINAL SITE PLAN 1 OF 4 C -10 GRADING AND DRAINAGE PLAN 2 OF 4 C -11 GRADING AND DRAINAGE PUN 3 OF 4 C -14 STORM SEWER PROFILES 4 OF 4 C -15 STORM SEWER PROFILES NOTES 1. COORDINATE PUNS WITH ALBEMARLE PLACE UAP, LLC RELATED PROJECTS: • STONEFIELD BLOCK D2 FINAL SITE PUN • ALBEMARLE PUCE /EROSION AND SEDIMENT CONTROL PLAN AMENDMENT NOS (WP02009- 00074) • ALBEMARLE PUCE /STORMWATER MANAGEMENT PUN AMENDMENT NCA (WP02010- 00023) 2. THE STONERELD DEVELOPMENT WAS FORMERLY KNOWN AS ALBEMARLE PLACE. 3. THE PURPOSE OF THESE PUNS IS TO SHOW THE ROAD PUN AND PROFILES ASSOCIATED WITH THE "STONEFIELD BLOCK D2 FINAL SITE PLAN ". 4. THE ALLEYS SHOWN ON THESE RUNS ARE PRIVATE AND MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF ALBEMARLE. 5. THE STREETS SHOWN ON THESE PUNS ARE PRIVATE AND MAY NOT WEST THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF ALBEMARLE. 6. THE IMPROVEMENTS SHOWN ON THIS PUN ARE WITHIN THE LIMITS OF CLEARING AND GRADING DEPICTED ON THE EROSION AND SEDIMENT PUN FOR °STONEEIELD BLOCK D2 FINAL SITE PUN". EROSION AND SEDIMENT CONTROL FOR THE IMPROVEMENTS SHOWN ARE PROVIDED WITH THAT PUN. 7, STORMWATER MANAGEMENT FOR THE IMPROVEMENTS SHOWN IS PROVIDED AS PART OF THE "STONEFIELD BLOCK D2 FINAL SITE PUN ". 8. REFER TO "STONEFIELD BLOCK D2 FINAL SEE PLAN" FOR LANDSCAPING IMPROVEMENTS 9. MAINTAIN ACCESS TO EXISTING DEVELOPMENT ROADS AT ALL TIMES. WHEN CROSSING ROADWAY IS REQUIRED, INSTALL PROTECTIVE CONSTRUCTION MATTING AND WARNING SIGNS. PROVIDE FUG MEN AND ANY OTHER TRAFFIC CONTROLS, INCLUDING TEMPORARY LANES AS REQUIRED TO MAINTAIN ACCESS. 10. STREET SIGNS SHALL BE INSTALLED BASED ON THE EXISTING SIGN CONFIGURATION ON THE COMPLETED PORTION OF THE STONEFIELD DEVELOPMENT. 11. COORDINATE WITH STONEFIELD BLOCK D2 FINAL SITE PLAN AND VEND PUN. 12. REFERENCE "STONERELD BLOCK D2 FINAL SITE PVJd" FOR ADDITIONAL NOTES, DETAILS, GRADING, EARTHWORK, DEMOLITION AND OTHER PERTINENT INFORMATION. 13. PER THE ITS TRIP GENERATION MANUAL, 8th EDITION FOR RESIDENTIAL TOWNHOUSES, CODE 230, THE AVERAGE DAILY TRAFFIC FOR STONEFIELD BLOCK 02 IS 604 VPD. (5.81 VPD /UNIT x 104 UNITS = 604 VPD) ZMA # 2001 -0007 ZMA # 2008 -0003 ZMA # 2011 -004 ZMA # 2011 -007 SDP # 2011 -00019 ZMA # 2013 -00009 SDP # 2014 -00070 SUB # 2015 -00124 VICINITY MAP SCALE: F-2000' APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT 7200 WISCONSIN AVENUE PLANNING /ZONING SURE 400 ENGINEER rDIHR INSPECTIONS (434) 984 -2700 ARE (803) 760 -9687 DEPARTMENT OF FIRE & RESCUE ALBERMARLE COUNTY SERVICE AUTHORITY EMAIL: HWHITEOWWASSOCIATES.NE VIRGINIA DEPARTMENT OF TRANSPORTATION EMAIL STEETSCEDENS.COM HEALTH DEPARTMENT SOURCE OF TITLE: SITE DATA DEVELOPER7APPLICANT: ALBEMARLE PEACE SNAP, LLD, C/0 EDENS, INC. ENGINEER WW ASSOCIATES, INC 7200 WISCONSIN AVENUE 3040 AVEMORE SQUARE PEACE SURE 400 CHARLOTTESVILLE, VA 22911 rDIHR BETHESDA. MD 20814 (434) 984 -2700 (803) 760 -9687 ALTN: HERBERT F. WHITE III, P.E. ATTN: STEVE TESTS EMAIL: HWHITEOWWASSOCIATES.NE EMAIL STEETSCEDENS.COM SOURCE OF TITLE: THE PROPERTY AS SHOWN ON THIS PUN IS THE PROPERTY CONVEYED UNTO ALBEMARLE REALLY (UtA), LLD, BY THAT CERTAIN DEED DULY ON RECORD IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE. VIRGINIA IN D.B. 4135, PG. 384, DB 4135 PG. 215 (PUT) AND IS INDICATED AS TAX MAP PARCEL TMP 61W -3 -23. SOURCE OF BOUNDARY SURVEY: WW ASSOCIATES, INC DATED: AUGUST 26, 2014 SOURCE OF TOPOGRAPHY: WW ASSOCIATES, INC BY FIELD SURVEY rERFORMED ON: OCTOBER 16, 2014 COUNTY, STATE: ALBEMARLE COUNTY, VA MAGISTERIAL DISTRICT: JACK JOUEf WATER PROTECTION AREA: N/A (NON —WATER SUPPLY WATERSHED) TAX MAP /PARCEL: TM 61W, PARCEL 3 -23 ZONING: NMD (NEIGHBORHOOD MODEL DISTRICT) OVERLAY DISTRICT: ENTRANCE CORRIDOR W-' ERY NEERS ffm SURVEYORS PLANNERS rDIHR ASSOCIATES i °r$ikr 0 Ih I i]d! Elie u�1 Y r eldp l of ❑ > ime_t Oita —�T—. 3 File Sol. STONERELD BLOCK 02 ROAD PLAN COVER SHEET C -1 1 of 8 ALBEMARLE COUNTY GENERAL NOTES: GENERAL CONSTRUCTION NOTES FOR BOMB 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (INPUT). THIS PIAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296 - 5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CAR PART 1926). 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SURCEASE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 0 ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR =S DESIGNEE, R IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). B. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 9. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR =S DESIGNEE, IT IS DEEMED NECESSARY. 10. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. EXCEPTIONS WILL NOT BE ALLOWED. 11. UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET NAME SIGNS SHALL BE INSTALLED BY THE DEVELOPER AT ALL STREET INTERSECTIONS. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY STREET NAME SIGN REQUIREMENTS". THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF SIGNS UNTIL ROADS HAVE BEEN ACCEPTED. 12. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDMSION PLAT VALIDATION. SHOULD THE FINAL PITT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION„ THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 13. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN. IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. GENERAL CONSTRUCTION NOTES FOR STREETS 1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO THE CURRENT EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS AND THE CURRENT EDITION OF THE VDOT ROAD AND BRIDGE STANDARDS. 2. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND VIRGINIA SUPPLEMENT AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 3. VOOT STANDARD CD -1 OR CD -2 CROSS- DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 4. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOYS VIDEO CAMERA INSPECTION PROCEDURE. 5. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND VIRGINIA SUPPLEMENT. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. GENERAL CONURUCDQN NOM FOR EROSION AND SEDIMENT CONTI PLAUS 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND CONTROL SEDIMENT REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL IPIAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. Z. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. S. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY REQU THE PERMIT SHALL GOVERN. RT RIGHT AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS RIGHT OF WAY SAN EXISTING 14. FOR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL ME ABOVE FINISHED FLOOR FH FIRE HYDRANT DEVICES SHALL BE MADE IMMEDIATELY. MISCELLANEOUS NOM SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT 10. ALL ALL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. FM FORCEMAIN 10. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH 1. THE PROPERTY DESCRIBED HEREON LIES WITHIN FLOOD ZONE "X ", AREAS - - FL FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, TO OUTSIDE OF THE 0.27 ANNUAL CHANCE FLOODPLAIN. AS DETERMINED BY THE 15. ALL PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM TO AASHTO M294 AND OTHER DEBRIS. BACK OF CURB UNITED STATES FEDERAL EMERGENCY MANAGEMENT AGENCY. AND AS SHOWN _ _ _ R/W - - -R /W- 12. BORROW OR WASTE AREAS ARE TO BE RECIAIMED WITHIN J DAYS OF COMPLETION VB ON THE FLOOD INSURANCE RATE MAP (FIRM), COMMUNITY 510006, PANEL BE FUND FLANGE PER ZONING ORDINANCE SECTION 5.1.28. GALVANIZED NUMBER 0278 -D WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005. BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO OTHER FACILITIES. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 2. THIS PROPERTY IS SERVED BY PUBLIC WATER AND SEWER THROUGH THE - - GATE VALVE 13 -301 OF THE CODE OF ALBEMARLE. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE ALBEMARLE COUNTY SERVICE AUTHORITY. AND BRIDGE SPECIFICATIONS. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT 3. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO --- �i/W-- -�2/W- WITH ALBEMARLE COUNTY SERVICE AUTHORITY AND RNANNA WATER AND SEWER SHALL BE LIMITED TO THE HOURS OF 7:OOA.M. TO 9:00 P.M. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS Di 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT / OWN SATISFACTION. -- - - - - - - - - ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, 4. THIS PLAN ENCOMPASSES THE FOLLOWING PROPERTIES: TM 61W, PARCEL HANDICAPPED PARKING 13. PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY HEAT PUMP 3 -19A & TM 61W, PARCEL 3 -19B. BOV BLOW OFF VALVE PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 5. ALL PARCELS ARE ZONED NE. SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES IN ACCORDANCE 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR fi. HORIZONTAL DATUM: NAD -83 : N - - ^ IC -- CUT HOOK CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE WITH STATE HEALTH DEPT. STANDARDS. VERTICAL DATUM: 88 - CG ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE 7. EXISTING TOPOGRAPHY FOR THIS SITE IS BASED ON A FIELD SURVEY LGCI W "'T NOTES SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE PERFORMED BY WW ASSOCIATES, INC ON OCTOBER 16, 2014. OTT OFT 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING e. THESE PLANS ASSUME THAT THE GRADING AND WORK PERFORMED AS PART (iI TO BE ACHIEVED. IS TO BE AT 75 LBS ACRE. AND MONTHS OF SEPTEMBER TO FEBRUARY / D IN T CENTER LINE OF THE ALBEMARLE PLACE EROSION AND SEDIMENT CONTROL PLAN CGT UGT 1. TO CONSIST OF 50/50 MIX OF ANNUAL WEGRASS AND CEREAL WINTER RYE, OR 18. AMENDMENT N0. 3" WHO 200900074 HAS BEEN COMPLETED AND IS SHOWN C.L. CHAIN LINK N MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO IRON PIN SET AS EXISTING CONDITIONS ON THESE PLANS. '__ -- ' - -- SPRINKLER HEAD CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS /100SE. STORM DRAIN MAN HOLE IRE IRON PIN FOUND ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL PERMITS, VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT, ;T` VIRGINIA SUPPLEMENT. CMP INSPECTOR. TELEPHONE PEDESTAL �.� 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH CO CLEAN OUT JB AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT GENERAL NOTES TRAFFIC CONTROL BOX OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CAR PART 1926). SHALL F. INCORPORATED INTO THE TOP INCHES OF SOIL. FERTILIZER CONCRETE LAT LATERAL TRAVERSE SHALL BE APPLIED AT f000LB5LACRE AND CONSIST OF A 10-20-10 NUTRIENT BE AP CONSIST 1. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE SUCH A CPR CORRUGATED PV TIC PIPE MIX. PERMANENT SEEDING SHALL CRE APPLIED AT 180LB5IACRE AND CONSIST OF LINEAR FEET MANNER TO PRECLUDE THE TOEING OF THE WATER THE SITE, E. APPLICATION FEES AND REQUIRED BONDING COSTS. O KENTUCKY 31 OR TALL FESCUE AND 0 -5% RYEGRA1 U CY PARTICULARLY ADJACENT I THE BUILDINGS OR STORM INLETS. LT LEFT KEN APPLIED A 0S KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT ROLLS /1OONTR 2. ALL STREETS OUTSIDE PUBLIC RIGHTS -OF -WAY ARE TO BE PRIVATELY B EXISTING TOPOGRAPHY, IF THERE ARE ANY DISCREPANCIES WITH WHAT IS D.I. DUCTILE IRON MH OWNED AND MAINTAINED. WELL EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL 3. CONTRACTOR I AL TO VERIFY THAT L UTILITIES LE., WATER. SEWER GAS, NBL INSPECTOR. ELECTRIC, TELEPHONE, CABLE, ETC, ARE IN PLACE PRIOR TO CONSTRUCTION 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH DIAMETER NIC NOT IN CONTRACT RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS i0 BE OF SUBBASE AND/OR PAVING. - DUCTILE IRON PIPE REPAIRED IMMEDIATELY. SILT TRAPS ARE % BE CLEANED WHEN 5AR OF THE WET 4. PROPOSED UNDERGROUND UTILITIES SUCH ELECTRIC, TELEPHONE, CABLE IN THE RECORDED EASEMENT. STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE N BE EL AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM L NTS NOT TO SCALE SILT RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT EIGHT THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. INSTRUCTION, THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED FLOG AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT 5. CONTRACTOR SHALL BE INFORMED AND SHALL COMPLY WITH THE VIRGINIA PERMISSION, PLC. ARE RECORDED /OBTAINED PRIOR TO THE START OF ANY MUST MUST CLEANED AND REPAIRED IMMEDIATELY. AT THEIR OWN RISK AND EXPENSE. OVERHEAD HIGH VOLTAGE LINE SAFETY ALT. ANY COSTS TO COVER LINES H EDGE OF PAVEMENT 20. M ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED OR DISCONNECT SERVICE TO NEARBY POWER LINES SHALL BE AT THE - THE INSTALLATION OF HANDICAPPED PARKING SPACES, ACCESSIBLE ROUTES WITHIN DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER EDGE OF TRAVEL LANE CONTRACTOR'S EXPENSE. PROFILE GRADE LINE 4. NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 6. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED EQPT 21. , THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 PROPOSED ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND rA5 CAS YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION SPECIFICATIONS. S PS BURNED STONE FOUND 17-204G) J. ALL PIPES SHOWN AS BOB ON PLANS SHALL BE REINFORCED CONCRETE - TOP TOP EX OR EXIST EXISTING PIPE CONFORMING TO ASTM C -76, UNLESS INDICATED OTHERWISE ON 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE SEPT. 15, 2010, OR THE LATEST EDITION. HANDICAPPED PARKING AND PLANS _. TILL OH`_ - PVC MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER B. . ALL ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR ACCESSIBLE ROUTES SHALL NOT EXCEED 2% CROSS SLOPE, HANDICAPPED PR PROTECTION ORDINANCE SECTION 17-207B.) FINISHED FLOOR 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. J'- ICS WW ASSOCIATES GENERAL NOTES: 9. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS NOTES: GENERAL UDLIIY NOTES PAVEMENT PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS AS REQUIRED TO MEET THE LATEST ADA STANDARDS AT NO ADDITIONAL COST T. THE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION VARY FROM THOSE SHOWN. L CONTACT MISS UTILITY AT 1- 800 - 552 -7001 48 HOURS PRIOR TO ANY GRADING SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND 2. ALL SYMBOLS AND ABBREVIATIONS OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL MAY NOT BE USED. SPECIFICATIONS OF VDOT. ENVIRONMENTAL QUALITY. VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND 10. SAFETY SLABS ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN _ SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. HEIGHT. 2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM AVAILABLE 11. SURFACE DRAINAGE: COMPLETELY DRAIN CONSTRUCTION SITE DURING 5yJ 3; I; RECORDS. THE CONTRACTOR IS REQUIRED TO DIG TEST PITS IN ADVANCE OF PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND ELEVATION AT PROVIDE TEMPORARY DITCHES, SWALES. AND OTHER DRAINAGE FEATURES L N SIH - - -- CROSSINGS. IF A CONFLICT IS, DISCOVERED, NOTIFY WW ASSOCIATES AT (434) AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE 984 -2700. PRIOR TO BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL VERIFY INVERTS AT ALL CONNECTIONS WITH EXISTING UTILITIES PRIOR TO SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE PURCHASING OR ORDERING ANY PRECAST STRUCTURES. UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN - _ 3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. MARSHAL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BE INSTALLED 12. SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE ACCORDING TO COUNTY STANDARDS. CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY 4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS - ciILU 01 -U -- AND THE PROJECT SPECIFICATIONS. ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL, 5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT PROVIDE EROSION CONTROL AT OUTLET OF PIPING TO PREVENT EROSION. Jr,U - _cu SPECIFICATIONS SECTION 302 AND SECTION 252 AND AS SPECIFIED ON THE OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK DRAWINGS. BELOW EXISTING WATER LEVELS IS COMPLETE. " 6. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY, 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF- WAY, _. ALBEMARLE COUNTY SERVICE AUTHORITY, AND RIVANNA WATER AND SEWER INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES. OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). J. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS ACCORDANCE WITH VDOT SPECIFICATION SECTION 217. OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF LINETYPE LEGEND BUILDING OVERHEAD ADJACENT PROPERTY LINE ADJACENT RIGHT -OF -WAY BUILDING COLUMN BOUNDARY PROPERTY LINE BOUNDARY RIGHT -OF -WAY BUILDING SETBACK BUSH LINE CAN OVERHEAD CAN UNDER GROUND TELEPHONE OVERHEAD TELEPHONE UNDER GROUND DITCH CENTER LINE EASEMENT CONSTRUCTION AND GRADING EASEMENT SLOPE EASEMENT SANITARY SEWER EASEMENT STORM EASEMENT STORMWATER MANAGEMENT EASEMENT UTILITIES EASEMENT WATER FENCE BARBED WIRE GUARD RAIL FENCE CHAIN LINK FENCE WOOD FENCE WOVEN WIRE GAS UNDER GROUND TOP OF BANK ELECTRIC OVERHEAD ELECTRIC UNDER GROUND RAILROAD CENTERLINE STREAM CENTERLINE PAVEMENT ASPHALT ROAD CENTERLINE SANTARY FORCEMAIN SANITARY SEWER STORM SEWER TOPO MAJOR CONTOUR TOED MINOR CONTOUR TREPHINE UTILITY OVERHEAD UTIUTY UNDER GROUND WATERLINE WETLAND LIMITS ABBREVIATIONS S. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN REQU THE PERMIT SHALL GOVERN. RT RIGHT R/W RIGHT OF WAY SAN FOUR FEET OF ANY ARE HYDRANT. 14. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS ME ABOVE FINISHED FLOOR FH FIRE HYDRANT 9. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'. SSMH SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT pH0 AHEAD FM FORCEMAIN 10. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED SW UNLESS OTHERWISE NOTED. ARV AIR RELEASE VALVE FL FLUORIDE TO OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE PLANS. 15. ALL PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM TO AASHTO M294 BC BACK OF CURB AGO FACE OF CURB 11. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT VB (TYPE S) SMOOTH WALL INTERIOR PIPE, MATERIAL AND INSTALLATION SHALL BE FUND FLANGE GALV GALVANIZED WL BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO OTHER FACILITIES. WM BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS AND ROAD BFF BASEMENT FINISHED FLOOR GV GATE VALVE 12. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE FLAG POLE AND BRIDGE SPECIFICATIONS. BM BENCH MARK HE HORIZONTAL BEND GAS METER WITH ALBEMARLE COUNTY SERVICE AUTHORITY AND RNANNA WATER AND SEWER 16. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN Di HC HANDICAP / AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS. 40 ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE BK BACK i HANDICAPPED PARKING 13. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE HEAT PUMP INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. BOV BLOW OFF VALVE HOPE HIGH DENSITY POLYETHELENE FIGHT POLE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES IN ACCORDANCE 17. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND CAN CABLE TELEVISION HK HOOK ■ WITH STATE HEALTH DEPT. STANDARDS. MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALVERTICAL). CG CURB & GUTTER ID INNER DIAMETER COORDINATION NOTES POWER METER WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE OR CAST IRON PIPE DEX INTERSECTION ROAD SIGN -"-� (iI TO BE ACHIEVED. CL CENTER LINE INV INVERT 1. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS REQUIRED FOR 18. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE CURRENT EDITION C.L. CHAIN LINK IRS IRON PIN SET CONSTRUCTION OF THESE PLANS: ALBEMARLE COUNTY LAND DISTURBANCE SPRINKLER HEAD OF THE "MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES" AND THE STORM DRAIN MAN HOLE IRE IRON PIN FOUND TRAFFIC LIGHT POLE PERMITS, VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT, ;T` VIRGINIA SUPPLEMENT. CMP CORRUGATED METAL PIPE TELEPHONE PEDESTAL �.� AND ALBEMARLE COUNTY BUSINESS LICENSE, CONTRACTOR SHALL OBTAIN VOOT 19. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH CO CLEAN OUT JB JUNCTION BOX LANG -USE PERMITS FOR THE PROJECT. CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL BOX OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CAR PART 1926). CORP CONCRETE LAT LATERAL TRAVERSE NECESSARY FORMS AND FEES FOR OBTAINING THE PERMITS, INCLUDING 20. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL CPR CORRUGATED PV TIC PIPE LF LINEAR FEET APPLICATION FEES AND REQUIRED BONDING COSTS. O VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING HIS WORK INCLUDING CY CUBIC YARDS LT LEFT 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EXISTING TOPOGRAPHY, IF THERE ARE ANY DISCREPANCIES WITH WHAT IS D.I. DUCTILE IRON MH MANHOLE WELL EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID [11 SHOWN ON THE CONSTRUCTION DRAWINGS OR TOPOGRAPHIC SURVEY PLAN. go NBL NORTH BOUND LANE EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN ORDER TO CIA DIAMETER NIC NOT IN CONTRACT ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED DETERMINE THE COURSE OF ACTION NECESSARY TO CORRECT FOR SUCH DIP DUCTILE IRON PIPE IN THE RECORDED EASEMENT. DISCREPANCY. FAILING TO NOTIFY THE OWNER AND SECURING SUCH EL ELEVATION NTS NOT TO SCALE 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF INSTRUCTION, THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED FLOG ELECTRIC O.C. ON CENTER PERMISSION, PLC. ARE RECORDED /OBTAINED PRIOR TO THE START OF ANY AT THEIR OWN RISK AND EXPENSE. EDP EDGE OF PAVEMENT PE POLYETHYLENE CONSTRUCTION. 21. THE INSTALLATION OF HANDICAPPED PARKING SPACES, ACCESSIBLE ROUTES EOTL EDGE OF TRAVEL LANE PGL PROFILE GRADE LINE 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING POUNDS AND HANDICAPPED RAMPS SHALL COMPLY WITH THE "2010 ADA STANDARDS EQPT EQUIPMENT PROP PROPOSED IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING BLOW FOR ACCESSIBLE DESIGN" ISSUED BY THE DEPARTMENT OF JUSTICE ON PS BURNED STONE FOUND POLES. EX OR EXIST EXISTING SEPT. 15, 2010, OR THE LATEST EDITION. HANDICAPPED PARKING AND PVC POLWINYL CHLORIDE 5. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE ACCESSIBLE ROUTES SHALL NOT EXCEED 2% CROSS SLOPE, HANDICAPPED FF FINISHED FLOOR REQUIRED BY ALBEMARLE COUNTY CODE. RAMPS SHALL BE INSTALLED AS SHOWN ON THESE PLANS AND AS NOTES: PVMT PAVEMENT 6. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS AS REQUIRED TO MEET THE LATEST ADA STANDARDS AT NO ADDITIONAL COST T. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. SPECIFIED BY THE CORPS OF ENGINEERS AND /OR VA DEPARTMENT OF TO THE OWNER. 2. ALL SYMBOLS AND ABBREVIATIONS SHOWN MAY NOT BE USED. ENVIRONMENTAL QUALITY. NEW - - R /W - -R /W- TOR TOP SAM - SFM - SAN W _ W RCP REINFORCED CONCRETE PIPE REQU REQUIRED RT RIGHT R/W RIGHT OF WAY SAN SANITARY SEWER SOL SOUTH BOUND LANE SD STORM DRAIN SQ SQUARE S.S. STAINLESS STEEL SSMH SANITARY SEWER MANHOLE STA STATION STD STANDARD STL STEEL SW SIDEWALK TEA TO BE ABANDONED TBR TO BE REMOVED TO TOP OF CURB TS &V TAPPING SLEEVE AND VALVE TYP TYPICAL UG UNDERGROUND UON UNLESS OTHERWISE NOTED VB VERTICAL BEND VHD VEHICLES PER DAY W WATER WL WATER LINE WM WATER METER WT WATERTGHT WWF WOVEN WIRE FABRIC YDS YARDS EX. SYMBOL LEGEND NEW BENCHMARK/FFE C BOLLARD O 0 BORE HOLE 0 Li BUILDING COLUMN 0 BUSH n CABLE BOX CEMETERY �} '- CONIFEROUS TREE =I DECIDUOUS TREE T✓ lb DRAINAGE INLET GRATE lim DRILL HOLE Q fit) ELECTRIC PANEL BOX m CI ELECTRIC PEDESTAL IL CI ELECTRIC TRANSFORMER F ELECTRIC MAN HOLE V Ya FIRE HYDRANT I� FLAG POLE g (GD GAS MAN HOLE M GAS METER GAS VALVE Di GENERATOR KI / GROUND LIGHT 40 LD GUY POLE -vm i HANDICAPPED PARKING `O B HEAT PUMP ® IRON PIN FIGHT POLE 0 MAILBOX 16 Q MONITORING WELL 0 ■ MONUMENT FOUND Q MONUMENT SET 1. 8 PANEL POINT 8 POWER METER 0 POWER POLE 0 1 1 ROAD SIGN -"-� (iI SANITARY CLEAN OUT p SANITARY SEWER MAN HOLE O \� SIAMESE CONNECTION SIGN 0 SPRINKLER HEAD U STORM DRAIN MAN HOLE Q TRAFFIC LIGHT POLE Q ;T` TELEPHONE MAN HOLE (� TELEPHONE PEDESTAL �.� TELEPHONE POLE $ iZ�p TELEPHONE JUNCTION BOX G TEST PIT LEI TRAFFIC CONTROL BOX -1 TRAFFIC JUNCTION BOX Q TRAVERSE Q L•1 UTILITY MARKER POST I] ..� UTILITY POLE VENT PIPE O WATER MAN HOLE (?+ WATER METER 00 W WATER VALVE T6' WELL [11 YARD GRATE go 1 ADDRESSED COUNTY AND VDOT COMMENTS RU 8/21/15 DESIGNED 6Y: YHVJLCC SET REV NO _ -- `y ,,TH °r ` RU STONEFIELD BLOCK D2 ENCNNEERS r oruwN R ROAD PLAN ) Suuv'avoes ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: PLANNNERS TITLE: _ -_ -- n 6T ^ mnre 6r GENERAL NOTES, ABBREVIATIONS, AND LEGEND C -2 t4SSOCIATES DMA SHEET NumaeR: Om I I� qv WWA NUMBER FILE NAME: INSCIPIJNE: SCALE: DATE al C° ".�,. ol 214075.02 40]510- ND -l.dw9 CIVIL H:N /A 7 /7 /�JC 2 Of8 v,r NO. SHEET REVISION BY GATE N0. SHEET REVISION BY OAlE N N A L WHEN WORKING WITHIN VEST 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. 2. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY TO TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. 3. PRIOR TO INITIATION OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VOOT ENTRANCE PERMITS AND LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT -OF -WAY. PEW APPROVAL DOES NOT GUARANTEE ASSURANCE OF ANY PERMITS BY VDOT. 4. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. 5. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SHE DURING AND AT THE END OF CONSTRUCTION. 6. ALL DRAINAGE FACILITIES OR OTHER ROADWAY FACILITIES TO BE MAINTAINED BY VIDEO MUST BE CONTAINED WITHIN THE STREET RIGHT -OF -WAY OR WITHIN A VDOT APPROVED EASEMENT. 7. A FIELD REVIEW WILL BE MADE DURING CONSTRUCTION TO DETERMINE THE NEED AND LIMITS OF ADDITIONAL DRAINAGE EASEMENTS. ALL DRAINAGE EASEMENTS MUST BE CUT AND MADE TO FUNCTION TO A NATURAL WATERCOURSE. ANY EROSION PROBLEMS ENCOUNTERED IN AN EASEMENT MUST BE CORRECTED BY ANY MEANS NECESSARY PRIOR TO SUBDIVISION ACCEPTANCE. THE FIELD REVIEW WILL ALSO DETERMINE THE EXTENT OF OUTFALL DETERS AND ASSOCIATED EASEMENTS. AND THEIR DIMENSIONS. 8. USE VDOT STANDARD CD -1 OR CD -2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AND WHERE DETERMINED BY THE VDOT INSPECTOR. 9. ALL SPRINGS SHALL BE CAPPED WITH A VDOT STANDARD SB -1 OR SB -1PC SPRING BOX AND DRAINED WITH SUBSURFACE DRAINS AND PIPED TO THE NEAREST NATURAL WATERCOURSE. UNLESS OTHERWISE STATED IN A REVIEW BY VDOT. 10. ANY UNUSUAL SUBSURFACE CONDITIONS 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. 11. ALL UNDERCUT AREAS AND BORROW MATERIAL SHALL BE INSPECTED AND APPROVED BY VDOT'S INSPECTOR PRIOR TO PLACEMENT OF FILL. 12. THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET RIGHT -OF -WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS THE DEVELOPER'S RESPONSIBILITY. 13. COPIES OF ALL INVOICES FOR MATERIALS WITHIN ANY DEDICATED STREETS RIGHT -OF -WAY MUST BE PROVIDED TO THE VDOT INSPECTOR PRIOR TO ACCEPTANCE OF WORK. UNIT AND TOTAL PRICES MAY BE OBSCURED. 14. PRIOR TO ACCEPTANCE BY VDOT OF ANY STREETS, ANY REQUIRED STREET SIGNAGE AND /OR PAVEMENT MARKINGS MUST BE INSTALLED BY THE DEVELOPER OR, AT VEST'S DISCRETION. BY VDOT ON AN ACCOUNT RECEIVABLE BASIS. 15. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH VIRGINIA LITTER CONTROL ACT. AT LEAST ONE LITER CONTAINER SHALL BE PROVIDED ON SITE. 16. ALL UTILITIES SHALL BE IN PLACE AND ENCASED AS REQUIRED BY AUTHORITY PRIOR TO LAYING ROADWAY BASE MATERIAL. 17. THE CONTRACTOR SHALL SUPPLY THE COUNTY, VENT AND ENGINEER WITH AS -BUILT PLANS, BEFORE FINAL ACCEPTANCE. 18. FIELD CORRECTIONS OR DEVIATIONS FROM PLANS APPROVED FOR CONSTRUCTION SHALL BE APPROVED BY VDOT PRIOR TO SUCH CONSTRUCTION. 19. ALL CONSTRUCTION WORK SHALL BE SUBJECT TO INSPECTION BY COUNTY AND VDOT INSPECTORS. 20. AN INSPECTOR WILL NOT BE FURNISHED EXCEPT FOR: PERIODIC PROGRESS INSPECTIONS, THE ABOVE MENTIONED FIELD REVIEWS, AND CHECKING FOR REQUIRED STONE DEPTHS. THE DEVELOPER SHALL POST A SURETY TO GUARANTEE THE ROAD IS FREE OF DEFECTS FOR ONE YEAR AFTER ACCEPTANCE BY VDOT. 21. ALL STREETS MUST BE PROPERLY MAINTAINED UNTIL ACCEPTANCE. AT SUCH TIME AS ALL REQUIREMENTS HAVE BEEN MET FOR ACCEPTANCE, ANOTHER INSPECTION WILL BE MADE TO DETERMINE THAT THE STREET HAS BEEN PROPERLY MAINTAINED. 22. CONSTRUCTION OF ROADWAYS TO VDOT STANDARDS IS NOT AN ASSURANCE THAT THE ROADWAY WILL BE ACCEPTED INTO THE VDOT SYSTEM. ALL STREETS MUST SERVE A MINIMUM OF THREE DWELLINGS PRIOR TO ACCEPTANCE. ALL STREETS NEED TO MEET THE MINIMUM SERVICE REQUIREMENTS IN ACCORDANCE WITH THE VDOT SSAR'S. 23. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH. SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED T0, THE CROSS SLOPE SHALL BE MAINTAINED AS SHOWN ON THE PLANS. EXCEPTIONS WILL NOT BE ALLOWED. 24. A VDOT INSPECTOR SHALL BE ON SITE TO PERFORM MANDATORY VDOT INSPEMONS OF: A) INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE R IS COVERED. B) INSTALLATION OF ANY ENCLOSED UTILBY PLACEMENTS WITHIN THE RIGHT -OF -WAY BEFORE BEING COVERED. C) CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. D) A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. E) PLACEMENT OF BASE MATERIALS. INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. F) CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. PAVEMENT CONSTRUCTION NOTES 1. ALL EXISTING UTILITIES WILL BE ADJUSTED TO GRADE BY THE CONTRACTOR. 2. ALL CONCRETE SHALL BE VDOT CLASS "AY' UNLESS SPECIFIED OTHERWISE. 3. ALL BITUMINOUS SURFACE TO BE TYPE SM -9.5A (VDOT) UNLESS SPECIFIED OTHERWISE. (SEE TYP. PAVEMENT SECTIONS) 4. ALL BITUMINOUS BINDER OR BASE COURSES TO BE TYPE BM -25GA (VDOT) UNLESS OTHERWISE SPECIFIED BY THE ENGINEER AND SHOWN ON APPROVED PLANS. (SEE TYP. PAVEMENT SECTIONS) 5. ALL DETAILS OF PAVING ARE SUBJECT TO FINAL APPROVAL BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT AND SHALL BE NOTED ON THE FINAL PLANS AND PERMITS. 6. TYPICAL ROADWAY SECTIONS ARE BASED ON VDOT CONSTRUCTION STANDARD SPECIFICATIONS AND APPROVED ZMA ,#2000 -009, SP- 2002 -72. 7. ASPHALT SHALL MEET REQUIREMENTS OF VDOT, ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS. 8. PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH VDOT & MUTCD STANDARDS. PAINT FOR PAVEMENT MARKINGS SHALL BE TRAFFIC LANE MARKING PAINT. FACTORY MIXED, QUICK - DRYING, AND NON- BLEEDING. PAINT SHALL MEET REQUIREMENTS OF VDOT. ROAD BRIDGE SPECIFICATIONS, SECTION 231, 9. CONTRACTOR WILL BE RESPONSIBLE TO PREPARE AND EXECUTE A MAINTENANCE OF TRAFFIC PLAN INCLUDING TRAFFIC CONTROL SERVICES AND RAGMEN AS REQUIRED AND NECESSARY. THE TRAFFIC CONTROL PLAN SHALL BE REVIEWED AND APPROVED BY VOOT. 10. ALL UTILITIES, INCLUDING ALL POLES, NECESSARY TO BE RELOCATED SHALL BE AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION. 11. ALL ROADWAY WORK WILL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND VDOT STANDARDS AND SPECIFICATIONS. 12. STABLE SUBGRADE IS DEFINED AS THAT SOLID, UNDISTURBED EARTH CAPABLE OF SUPPORTING STREET LOADING WITHOUT DAMAGING SETTLEMENT AS DETERMINED BY THE GEOTECHNICAL ENGINEER. 13. WHERE UNSTABLE BELGRADE IS ENCOUNTERED, IT SHALL BE MADE STABLE BY COMPACTION OR REPLACEMENT AS REQUIRED. 14. SUBBASE DEPTH IS BASED ON AN ASSUMED CBR VALUE OF 5. SOIL TEST OF SUBORADE MUST BE SUBMITTED TO ENGINEER FOR ACTUAL DETERMINATION OF REQUIRED SUBBASE THICKNESS PRIOR TO SUBBASE PLACEMENT. 15. HANDICAP RAMPS SHALL HAVE A DETECTABLE WARNING STRIP, IN ACCORDANCE WITH VDOT STANDARD CG -12A AND ADA REQUIREMENTS. RAMPS SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. 16. METHODS AND MATERIALS USED SHALL CONFORM TO CURRENT COUNT' AND VDOT STANDARDS AND SPECIFICATIONS. 17. ALL R/W DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. THE COUNTY/CITY SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS WITHIN THE R/W THAT ARE NOT PRIVATELY MAINTAINED. 18. SIGNS & PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH MUST, MUTCD AND VIRGINIA WORK AREA PROTECTION STANDARDS. 19. PAVEMENT SECTIONS REPRESENT A PRELIMINARY DESIGN BASED ON AVERAGE SOIL CONDITIONS FOR ALBEMARLE COUNTY (MIN CBR-5 AND SSV =5), AND IS NOT APPROVED FOR CONSTRUCTION UNTIL SUBSTANTIATED BY ACCEPTABLE TEST RESULTS OF THE SUBGRADE SOIL. CONTRACTOR SHALL SUPPLY SOIL CBR TEST RESULTS FOR FINAL PAVEMENT DESIGN TO THE DISTRICT MATERIALS ENGINEER, APPROVAL OF THE FINAL DESIGN SHALL BE OBTAINED PRIOR TO CONSTRUCTION OF THE PAVEMENT. 20. PRIME AND TACK COATS SHALL CONSIST OF A LIQUID ASPHALT MATERIAL AS PER VDOT STANDARDS, SHALL BE APPLIED FOR NEW ROADWAY CONSTRUCTION AT A RATE OF 0.4 GAL /SY OVER STONE, AND 0.1 GAL /SY OVER ASPHALT. 21. THE CBR OF THE SUBGRADE SOILS SHALL BE DETERMINED IN ACCORDANCE WITH THE VIRGINIA TEST METHOD FOR CONDUCTING CALIFORNIA BEARING RATIO TESTS" (DESIGNATION VTM -8). THE DISTRICT MATERIALS ENGINEER SHOULD ASSURE THAT SUFFICIENT CBR TESTS ARE MADE FOR THE PROJECT. SOIL SAMPLE FREQUENCY AND CBR TESTS FOR THE DESIGN OF NEW SUBDIVISION STREETS SHALL BE BASED ON THE FOLLOWING: A FOR STREETS LESS THAN 200 FEET IN LENGTH, ONE SOIL SAMPLE FOR CONDUCTING AASHTO SOIL CLASSIFICATION AND CBR TEST IS REQUIRED. B. FOR STREETS 200 TO 500 FEET IN LENGTH, AT LEAST TWO SOIL SAMPLES FOR CONDUCTING WEED SOIL CLASSIFICATION AND CBR TESTS ARE REQUIRED, WHICH INCLUDES ONE AT EACH INTERSECTION OF AN EXISTING STATE ROAD. C. FOR LONGER STREETS, ONE SOIL SAMPLE SHALL BE TAKEN AT EACH INTERSECTION WITH AN EXISTING STATE ROAD PLUS ONE TEST SAMPLE EVERY 500 FEET IN LENGTH, OR PORTION THEREOF, IS REQUIRED FOR CONDUCTING PASHTO SOIL CLASSIFICATION AND CBR TESTS. D. SUBGRADE SHALL BE APPROVED BY A GEOTECHNICAL ENGINEER. CONTRACTOR SHALL PROOF ROLL SUBGRADE WITH A 20 TON LOADED TANDEM WHEEL DUMP TRUCK IN THE PRESENCE OF THE GEOTECHNICAL ENGINEER, AREAS THAT ARE SOFT AND EXHIBIT 'PUMPING" SHALL BE UNDERCUT AS DIRECTED BY THE GEOTECHNICAL ENGINEER AND SACKFILLED WITH GRANULAR MATERIAL AND PROOF ROLLED AGAIN, PROCESS TO BE REPEATED UNTIL SUBGRADE IS APPROVED BY THE GEOTECHNICAL ENGINEER. DRAINAGE NOTES 1. ALL CULVERT PIPE SHALL BE OF A TYPE APPROVED BY VDOT WITH A MINIMUM COVER OF 1 FOOT OR 1 2 OF DIAMETER OR SPAN, WHICHEVER IS GREATER, END SECTIONS ES -1) TO BE PROVIDED ON ALL CULVERTS FOR 42° TO 60" D METER AND ENDWALLS/ HEADWALLS (EW -1) FOR CULVERTS GREA ER THAN 60 DIAMETER. 2. 10 FOOT EASEMENTS ALONG THE RIGHTS -OF -WAY AND LOT LINES (5 FEET ON EITHER SIDE) ARE RESERVED FOR DRAINAGE AND UTILITIES IN ADDITION TO EASEMENTS SHOWN. 3. WHERE SPRINGS ARE ENCOUNTERED WITHIN THE RIGHT -OF -WAY, STANDARD SPRING BOXES SHALL BE PROVIDED AND PIPED TO THE NEAREST DRAINAGE OUTLET. 4. IF RUNNING WATER IS PRESENT IN OUTLET CHANNELS DURING CONSTRUCTION WHERE DITCH PROTECTION IS REQUIRED THEN THE BOTTOM OF THE CHANNEL SHALL BE LINED WITH RIP RAP ACCORDING TO E/S SPECIFICATION, 3.19. 5. ALL NEW ENTRANCE PIPES SHALL BE DESIGNED TO CONFORM WHH COMMERCIAL ENTRANCE PIPE REQUIREMENTS. ALL ENTRANCE PIPES SHALL BE A MINIMUM OF 30 FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF 15 INCHES UNLESS OTHERWISE INDICATED. 6. TEMPORARY DRAINAGE EASEMENTS AND OUTLET DITCHES ARE TO BE PROVIDED AT THE END OF ALL STREETS WHERE PUDDLING OF WATER MAY OCCUR DUE TO THE STAGE OF CONSTRUCTION. SUCH EASEMENTS ARE TO BE ABANDONED AT SUCH TIME THE ROAD IS EXTENDED. 7. TEMPORARY DRAINAGE EASEMENTS ARE TO BE PROVIDED FOR TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AND STRUCTURES. SUCH EASEMENTS ARE TO BE ABANDONED AT SUCH TIME THE DEVICES OR STRUCTURES ARE REMOVED. B. SURFACE WATER MUST BE RETAINED WITHIN DRAINAGE EASEMENTS PRIOR TO ACCEPTANCE BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 9. EC -2 AND EC -3 MUST HAVE A MINIMUM WIDTH OF 4' IN FILL SECTIONS AND 5' IN CUT SECTIONS. 10. THE CONTRACTOR SHALL PERFORM OVERLOT GRADING AS NECESSARY TO PRECLUDE THE BONDING OF WATER ADJACENT TO THE ROADWAY. 11. IF HIGH - DENSITY POLYETHYLENE (HOPE 1 PIPE OR PIPE SYSTEM IS INSTALLED, THE CONTRACTOR AND A REPRESENTATIVE FROM THE PIPE MANUFACTURER SHOULD HOLD A PRECONSTRUCTION MEETING FOR INSTALLATION TRAINING. THE PIPE MANUFACTURER SHOULD SPEND A MINIMUM OF TWO HOURS ON THE JOB SITE DURING THE INITIAL PIPE INSTALLATION. LN311A., 11millim 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS, VOLUMES 1 AND 2, THE VOOT ROAD AND BRIDGE SPECIFICATIONS AND THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, LATEST EDITION, AND SHALL CONFORM TO ALL EXISTING STATE AND LOCAL ZONING ORDINANCES AND BUILDING CODES. 2. VDOT MUST BE NOTIFIED PRIOR TO WORKING WITHIN THE STATE RIGHT -OF -WAY. ALL WORK WITHIN THE STATE RIGHT -OF -WAY MUST BE INSPECTED AND APPROVED BY VOOT, 3. THE CONTRACTOR SHALL ERECT ONE STREET SIGN AT EACH INTERSECTION WITHIN THE DEVELOPMENT. THE SIGN SHALL BE OF A TYPE APPROVED BY VDOT, AND BE IN ACCORDANCE WITH VDOT STANDARDS. 4. ALL SLOPES LOCATED WITHIN THE RIGHT -OF -WAY SHALL BE SEEDED ACCORDING TO VEST SPECIFICATIONS. 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE DESIGNER IMMEDIATELY IF DISCREPANCIES ARE DISCOVERED. 6. EXISTING UTILITIES HAVE NOT BEEN FIELD LOCATED. THIS PLAN DOES NOT REPRESENT THAT ALL UTILITIES SHOWN OR THAT THOSE SHOWN ARE CORRECTLY LOCATED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT EACH UTILITY COMPANY. CALL MISS UTIIITY 7. CONTRACTOR SHALL PROTECT ALL UNDERGROUND DRAINAGE. SEWER AND UTILITY FACILBIES FROM EXCESSIVE VEHICULAR LOADS DURING CONSTRUCTION. ANY DAMAGE TO THESE FACILITIES DUE TO CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY CONTRACTOR AT NO COST TO THE OWNER. S. THE CONSTRUCTION OF PRIVATE UTILITIES %LECTRIC. TELEPHONE AND GAS) SHALL BE COORDINATED WITH THE RESPECTIVE UPUTY COMPANY PRIOR TO CONSTRUCTION. LOCATIONS OF PRIVATE UTILITIES SHOWN ARE APPROXIMATE. 9. FINISHED GRADES SHALL BE WITHIN 0.10 FEET OF DESIGN ELEVATIONS. 10. THE CONTRACTOR SHALL PROTECT NEWLY GRADED SURFACES FROM TRAFFIC AND EROSION. THE AREA SHALL BE KEPT CLEAR FROM DEBRIS. WHERE GRADED OR COMPACTED SURFACES ARE DAMAGED BY SUBSEQUENT CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL RETURN THE SURFACE TO THE INDICATED GRADE AND STATE OF COMPACTION. 11. THE CONTRACTOR SHALL REMOVE CONSTRUCTION DEBRIS FROM THE SITE. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR TRANSPORTING AND DISPOSING OF SUCH MATERIALS AT HIS OWN EXPENSE. 12. CONSTRUCT EXCAVATION SUPPORT SYSTEMS AS REQUIRED BY OSHA AND U.S. ARMY CORPS OF ENGINEERS SAFETY & HEALTH REQUIREMENTS MANUAL EM 385 -1 -1. SECTION 25, AND WHERE INDICATED ON THE DRAWINGS TO ADEQUATELY SUPPORT EXISTING SOIL AND ADJACENT STRUCTURES DURING EXCAVATION ACTIVITIES. 13. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE BONDING OF THE WATER ON THE SITE, PARTICUTARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. THESE AREAS SHALL ALSO INCLUDE PAVEMENTS, CURBS LAND GUTTER, AND SIDEWATMC 14, CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER. GAS, ELECTRIC, TELEPHONE, CABLE, ETC., ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND /OR PAVING. 15. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 16. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 17. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. 18. PROVIDE CD -1 UNDERDRAINS AT ALL CUT /FlLL TRANSITIONS AND CD -2 UNDERDRAINS AT ALL LOW POINTS IN ACCORDANCE WITH VDOT STANDARDS. 1 ADDRESSED COUNTY AND VDOT COMMENTS RU 8/21/115 09 ^h oeslcluco ev: PROJECT: SET REV N0. RU STONEFIELD BLOCK D2 ENCiAU Rs OMWN ar: ROAD PLAN o ? SIHNFFYOR6 r ALBEMARLE COUNTY VIRGINIA DRAWING NUMBER: PL NVETS TITLE: b L No. 0 26 ASSOCIATES NHR BY: D GENERAL NOTES C -3 o d L SHEEN NUMBER: _G4 { }z} `: ' L i WWA NUMBER: FILE NAME: DISCIPLINE: SCALE DATE.. c .� U ��` ��� 214075.02 4075 f0_NO -2.dw9 CNIL H:N /A 717115 3 of NO, SHEET REVISION BY DATE N0, SHEET REVISION BY DATE wNN4 V: N A x A 520 PA S�runf- B .0- 520 '. 515 ^ 515 510 - .. - -r� Qm" t'2.54% 510 --/- / n 505 - 2.S5R —.. -. _ _- -E -- 505 500 500 495 495 -- N - -RO 490 .EXISTING -G DEJ — — 490 _R -FCAO 485 — _._..___. - 485 10 +00 10 +50 11 +00 BOND SDiEET (PRNATE) DESIGN SPEED = 15mph POSTED SPEED = 15mph j EN` FIR + SIGN ssr;w m ZI;,B o PY✓ 1 O _ K(P WAYS 2 +00 25 +00 PRNAyE) ' + ' - P , SE 2 ,io \ 1z +Ga 28 +23 III � 13 +00 14 +00 KUSE R RY 'AiE I5 +00 I 1 IGIQGN ,a I 111 1 I ✓aa JaN 1 I lii,j cu Tc BT 1 I TmTTF1 7c, GCV,1L 1 ADDRESSED COUNTY AND VOOT COMMENTS RU 8/21/15 _ DESIGNED By PROJECT: SET REV TIM 1tF1 OF IF THIS DRAWING IS A REDUCTION ww Dye Pt /VO GRAPHIC SCALE MUST BE USED ENOD,EERs RU STONEROAD BLOCK DZ .� D wN er ?i VOU. In = lop Sm<v FYOas ra ALBEMARLE COUNTY, VIRGINIA THAWING NUMBER: 269 j 10' 0 10' PLAn NFRS D BY. I TITLE HR £J PLAN AND PROFILE C -4 L 0 A ASSOCIATES DW SHEET NUMBER: c. 11S `� 50, 0 50 WWA NUMBER: FILE NAME: DISCIPLINE. SCALE: DATE No SHEET REVISION BY DATE N0. SHEET REVISION BY DAVE 94a`4 NORZ: 1' = 50' 214075.02 40]510_PP.dwg CNIL �. �,_ p, 7/7/15 4 O(B no T it A I --/- / n o TJAI,. 1 a 1 ADDRESSED COUNTY AND VOOT COMMENTS RU 8/21/15 _ DESIGNED By PROJECT: SET REV TIM 1tF1 OF IF THIS DRAWING IS A REDUCTION ww Dye Pt /VO GRAPHIC SCALE MUST BE USED ENOD,EERs RU STONEROAD BLOCK DZ .� D wN er ?i VOU. In = lop Sm<v FYOas ra ALBEMARLE COUNTY, VIRGINIA THAWING NUMBER: 269 j 10' 0 10' PLAn NFRS D BY. I TITLE HR £J PLAN AND PROFILE C -4 L 0 A ASSOCIATES DW SHEET NUMBER: c. 11S `� 50, 0 50 WWA NUMBER: FILE NAME: DISCIPLINE. SCALE: DATE No SHEET REVISION BY DATE N0. SHEET REVISION BY DAVE 94a`4 NORZ: 1' = 50' 214075.02 40]510_PP.dwg CNIL �. �,_ p, 7/7/15 4 O(B no t 530 - k 10+ 200. 5123 _ 100 M Sf- _11+0],99 -::. ElEySn. m, 530 PM 525 M0 - ING-G E_ 1 -4 1.00 1 ggd -I 525 Y$ Yw _ 520 - 515 520 911iM"aifiT� 525 515 MEN _ r -I 525 510 sos 200% eJ __- 510 520 A + Fy� ++ �. NEI -w' 520 z0 500 NEW 495 -: X RARE 500 495 10 +00 10 +50 11 +00 BLNR STREET (PRNATEI DESIGN SPEED = 15mph POSTED SPEED - 15mph 515 ISTING GRAD 515 510 505 500 L-2.00% - - _ -- - - ___NEW - .05X - GRPD -- O -RDA :: 510' 505 500 495 10 +00 10 +50 MUNG BLVD (PRNATE) DESIGN SPEED P SPEED 11 +o0 = 15mph 15m - A •:1: a m t 530 - k 10+ 200. 5123 _ 100 M Sf- _11+0],99 -::. ElEySn. m, 530 PM 525 M0 - ING-G E_ 1 -4 1.00 1 ggd -I 525 Y$ Yw _ 520 - 515 520 _ 525 515 als _ r -I 525 510 sos 200% eJ __- 510 520 + 505 ++ �. NEI -w' 520 z0 500 NEW 495 -: X RARE 500 495 10 +00 10 +50 11 +00 BLNR STREET (PRNATEI DESIGN SPEED = 15mph POSTED SPEED - 15mph ow s 530 -- PM STA:a- 1{ -}95B M0 10+ 200 525 r -I 525 520 + ++ �. NEI -w' 520 - _ 515 ISTING GRAD 515 510 505 500 L-2.00% - - _ -- - - ___NEW - .05X - GRPD -- O -RDA :: 510' 505 500 495 10 +00 10 +50 MUNG BLVD (PRNATE) DESIGN SPEED P SPEED 11 +o0 = 15mph 15m - .o n�i I�� 1 1 A T pVP l PC 1 iC C'- �' � ,. i 1 I CUPID Kln p &2 A' I � O " ,- aw = D 1 r IL L �Y. r I , DD -- — d , N N 18 +OD � - 1 Tf 1] +oG o ARP NAtWAY +�SUr��Y. 15 1 - all 1 +00 2210 23 +00 24 5 I _ 25+OOS KOBER WAY 26 +00 1 _ Z] +00 � * T�_6AH. VP 61* 4 DE �. —+-� PRNATE �� _ n n14p NZ o r135 t-f 0 ON f y z A i D PL I %1� ,sE ; A 1 n F IRUA FLE PI C - MAC-ARIANE EAR i odT —1 R PwLEL 1 I 416' PC 00 f DI n c .e T u N A DH 41 5 c R PI T; Dr I1 L FI E P_ I _.v c NhO oN'D q LLC D 1 c zls DB a E' 15 LPLFI', 1 J 2 C CRIGRP_I ZONE_ NUD PA 51]]9 ST —2G 540 2 r ph - _ — L x1844 K 3.00 a, 535 L ue - - - '.. �ONjPr._SI�16 +1 .15 __ PN :28 +10.]3 535 530 PA �B 1� LOW STA 23 +81 -R __ -_ -y3� 01 2] N X93—. 530 PA K' 1000 525 ti GI Pf EIEN 50426 LVC: 39 `mug, 9TA 23 +]2.63 — w - 525 _ - m Bum 503.32 520 _ + $ + - K. 10.00 - r + - -A nt 520 - EXISTING GRADE - - 515 -_ _._ _.. W -._ O @ ROAD 510 w CD NEW GRADE - -- 510 'UN ERDRAIN T} _O ¢ ROAD - 505 - 1="w _ I. - _ -_ - _- _ I -_ 4y,}1 2. R __ 505 qMx -_ 357X 500 495 VO STD. 495 uNDF on=i 490 19 +50 20 +00 20 +50 21 +00 21 +50 22 +00 22 +50 23 +00 23 +50 24+00 24 +50 25 +00 25 +50 26 +00 26 +50 27+00 27+50 28 +00 KOBER WAY (PRNAM DESIGN SPEED = 15mph POSTED SPEED = 15mnh o(u(la w,' oESl3NED Br YRUJ6GC SET REV. NO. T+SIN OF IF THIS DRAWING IS A REDUCTION Iv RU STONEFIELD BLOCK D2 rP, GRAPHIC SCALE MUST BE USED �^ 1 ap c TI.NGINIIRRS cRawN Br ROAD PLAN vERi: 1° = 10' SunvLroxs To ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER i 10' 0 10' PLANNERS TITLE: L N 0 267 mere ev PLAN AND PROFILE C -5 _ ASSOCIATES D jj SHEET NUMBER: 50' 0 50' WWA NUMBER: FILE NAME DISCIPLINE: SCALE DATE N07 SHEET REVISION BY GATE N0. SHEET REVISION BY DAZE 14a 4N4 HORZ: 1° = 50' 214075.02 40]510_PP.dwg CML V. 1°= 0' 77115 5 Of SIGNAGE NOTES: 1. TRAFFIC SIGNS SHALL CONFORM TO THE LATEST VDOT ADOPTED EDITION OF ]BE MANUAL ON UNIFORM TRAFFIC CONTROL QEU'GF4 (MUTCD) FOR THE TYPE REFERENCED FOR SIZE AND MESSAGE. ALL PEDESITI CROSSING SIGNS SHALL BE HIGH WSIBILRY, FLOURESCENT YELLOW— GREEN. 2. ALL SIGN MATERIALS SHALL CONFORM TO SECTION 701 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS (2007 EOTTION). ALL SIGNS STEEL POSTS 0 2 LBS/LF. U—TYPE STEEL POSTS SHALL SHALL BE SET IN SOIL TO A DEPTH OF 3 FT MINIMUM TO 3.5 FT MAXIMUM. THE TOP OF A SIGN SHALL BE FLESH WITH THE TOP OF THE POST. DRMNG CAPS ARE TO BE USED WHEN DRMNG POSTS TO PREVENT DISTORTING THE TOP OF THE POST. 3. MOUNTING HEIGHT, MEDM SETBACK AND SIGN PANEL ATTACHMENT DETAILS SHALL BE IN ACCORDANCE WITH VDOT STD WSP -1. XN IN - I I .y \ \ly wr I I I I ITT HS" I vA' as C/ I/ �.,; ... 7 ��. I ASK T'AU'T-- tlN tl l q`Te� ? I I I ��•• I I I - I I � e • I I - As (Tw) - 6 52 RJJi 9 ry — r A CLIP) Pion (I /l h Tx. / > i 4i I I I 2 a F Id I I BE L PYG ��' _ -- -ME- LL 2 u ^E J� PPP OIL l E - 41 __ -- - - - w x �� T v - __ —� y IF Ism w � U A, SAL -� _ DRIFT D EI�I , A , vow E, - ET s;Rl< STY LEI N Nw000 } v (PA `.S� i 4 ..- �� _ .i TOE. le _ III i� O �T :iY.1p cL SIGN TOP' i — 25 M-H 5 1. o �� e �I SIR 1 ADDRESSED COUNTY AND VDOT COMMENTS RU 8/21/15 [DONALD BY: PROJECT: SET REV N0. F O' I - Ru STONEFIELD BLOCK D2 F2` �yG, IF THIS DRAWING IS A REDUCTION EnGIwI:i:R$ ROAD PLAN 1 GRAPHIC SCALE MUST BE USED DRAWN B1' SoavlEVOas r ALBEMARLE COUNTY, VIRGINIA DRAWING —NUMBER: SCALE: 1' = 30' TITLE: jj PI 4�'NFitS LOS N w ® SHE er: PAVEMENT MARKING AND SIGNANGE PLAN C —B 0 ASSOCIATFS DM 30' 0 30' WWFl NUMBER: FILE NAME: DISCIPLINE: SCALE: DFlT6 SHEET NUMBER: D 214075.02 407510_SIGN.dwg CML H: i' =30' 7/7/15 50 {$ NO. SHEEI' REVISION BY DATE NO. SHEET REVISION BY DATE V'NIA SIGNAGE AND STRIPING LEGEND (SPECIFICATION) N QSTEP GTIDN (MUiCD ON 1) SINGLE POST ST -OP 0 RESIDENTIAL SPEED LIMB _ SIGN - 15 (NEEDED R2 -m) 15 BLOCKY SPACE zTo Q READ NAME SIGN (NAME) SINGLE POST uretl PnOC LOAN NAwe A PACE ® -TINE WAY SIGN QS ISO NOT ENTER- SIGN Q 6- SINGLE SOLID WHITE LINE Ctt ) Q A- SINGLE SOUD MITE LINE aw) Q j ` ` I, t + t* PAVEMENT MESSAGE MARKING ( ) (' XN IN - I I .y \ \ly wr I I I I ITT HS" I vA' as C/ I/ �.,; ... 7 ��. I ASK T'AU'T-- tlN tl l q`Te� ? I I I ��•• I I I - I I � e • I I - As (Tw) - 6 52 RJJi 9 ry — r A CLIP) Pion (I /l h Tx. / > i 4i I I I 2 a F Id I I BE L PYG ��' _ -- -ME- LL 2 u ^E J� PPP OIL l E - 41 __ -- - - - w x �� T v - __ —� y IF Ism w � U A, SAL -� _ DRIFT D EI�I , A , vow E, - ET s;Rl< STY LEI N Nw000 } v (PA `.S� i 4 ..- �� _ .i TOE. le _ III i� O �T :iY.1p cL SIGN TOP' i — 25 M-H 5 1. o �� e �I SIR 1 ADDRESSED COUNTY AND VDOT COMMENTS RU 8/21/15 [DONALD BY: PROJECT: SET REV N0. F O' I - Ru STONEFIELD BLOCK D2 F2` �yG, IF THIS DRAWING IS A REDUCTION EnGIwI:i:R$ ROAD PLAN 1 GRAPHIC SCALE MUST BE USED DRAWN B1' SoavlEVOas r ALBEMARLE COUNTY, VIRGINIA DRAWING —NUMBER: SCALE: 1' = 30' TITLE: jj PI 4�'NFitS LOS N w ® SHE er: PAVEMENT MARKING AND SIGNANGE PLAN C —B 0 ASSOCIATFS DM 30' 0 30' WWFl NUMBER: FILE NAME: DISCIPLINE: SCALE: DFlT6 SHEET NUMBER: D 214075.02 407510_SIGN.dwg CML H: i' =30' 7/7/15 50 {$ NO. SHEEI' REVISION BY DATE NO. SHEET REVISION BY DATE V'NIA BD 30.00' Be / P Isle E ` -- -- ACCESS EASEMENT yA �__,� A0' R. 4.0' N ✓ SIDEWALK SIDEWALK -- _ ✓ I _- 1lANE ISUVi VANE ,1 - , I � I 0.50' 0.50' _ - CURB CURB - - I 2 2S 2% 2% A SECTION STREET _� - _ - - `- - - ✓ /,- f CURB SECTION -- �/ - is 25.50' s r�• zv to - 0. II -]e I ✓� - -r"� +� {°'�{ �! 1P -_ Y F -i f V� ACCESS EASEMENT II� I nt 4. Y - 181 -�_ V f u {/ to J OF CURB 12.00' ANE 12.00' ANE Ll::'�yrl l,. a _.._,F ��--t c u+ PZ IT 0.26' 025' i I A � � � /� � '- �_� l✓ __ ems/ �� � ✓� � - F \ =. r i � � s� � � �_��� Y 2.00' e I _ S' 3.00' , `�^ i 1 -- l �,-, -F :_ I 35 G ROLL TOP I T ,)n / /} L j / �e �I' ea �t� ro h :;.,: _� I S AE ✓ l- 1 `u i u r I� �a CURB IBBON CURE g �T E 2% MIN / i < S _ - - INSET .B. STREET 1... 1 ��C� C: I � C `�`' --��.E If B SCALE II CURB SECTION a / i LTl _ _ JUG T - _ , �I Sri _ SEE Be ACCESS 3ENSEMENT {1 5 liI },^ 1 ,i so III �_ 4 4 / ex.arc' _ _ 1 SIDEWALK sIDEwAIx -A -- _ _ - 12.00' 3 � � L T I - vN _ LANE S � - - 'tr � � v m Y S j _ y _� -n i! � I �) � I - y C � ✓ -� / r : ] ]e ri �] - - - -- FP/ SP_il 51 32 J -� -A 0.50' �, 72 T m e> se I1rv4 �II "CURB T� P ,� �I) ,� Im II I� )- _ u �_ _ i� - - SEE IN 2R e �f� L ,. �,. fGiG�_� T B- TD"QTIU 3�lllull n I �1 I °� �.. r�x m -'FI �I I NSET A s S w'w`,Si `_ �2 C SECTION STREET B -� y� a _ n. I TIE a a _ 11 C -0i C -DJ SCALE i' =10' _ - -� ' -'F��t xi� i� r c;_ �L �,ii`� �+ e� .,�, ✓� ^F� 'tts aPi�^ _ --I� II ' CIJRH SECTION ,✓ ? ' -_:'l y L"� T. x ErAti ✓ e -�.` - _ .t T t Be 1 33.96' I T _ . EMERGENCY ACCESS ONLY F _ _ ACCESS EASEMENT Li 4.0' @ \ SIDEWALK 9.00' 7IN)21 �- � � ✓� 1 �.. I � I ,I r„ PARKING `_, I NOTE: _ -1L I I I .- 1 �I %.-I ` ACCESS EASEMENT IS DIMENSIONED FROM PROPERIY LINE TO PROPERiT LINE OR BACK OF = r r IT B 1 i . ,a, 1 CII 0.25'I 1 CURB. SEE SECTIONS. REFER TO PIAT FOR f - - _� - 1 U, ADDOIONAL DETAILS. o 0.60 ry TI MIN) CURB 2.00' ( IBBON CURE l SEE INSET 'A' SECTION STREET C- 9]Cali SCALEI 1 " =10' CURB SECTION Be 42.75' Be 24.75' _ ACCESS EASEMENT ACCESS EASEMENT 5.01 23' 6.0' 44 LWDSCAPE I ACCESS EASEMENT 4,0' AREA ;I SIDEWALK 16.00' 12.00' 12.00' SIDEWALK 6.00' 12.00' 12.00' SIDEWALK PARKING LANE ME ME ME 11.00' 11.00' ME LANE 0.25' -0.25' 0.50' i CURB 2.00' 0.50' 2.00' IBBON CURB -CURB 0.50' 0.50' ' 2 I 2 %(MIN) 2%(MIN) 2 %(MIN) RIBBON CURB 2%(MIN) 2%(MIN) CURB CURB (- 2% 2% SEE INSET 'A' SEE SEE INSET 'Al E SECTION INSET 'A' STREET F SECTION ,STREET G SECTION L C -07 C -DT SCALE: 1 " =10' CURB SECTION C -D1 C -01 5CALE: 1 " =10' CURB SECTION C -0T C -6/ SCALE: 1' =10' STREET CURB SECTION 1 I ADDRESSED COUNTY AND VDOT COMMENTS I RU 621 /15 REVISED TYPICAL ROAD SECTIONS ACCESS EASEMENTS; T13 OF GP ADDED EMERGENCY Af.CFCS 11NIY NMC ' N0. I INSET'A PRIVATE ROADS Nis AO 1.5' ASPHALT CONCRETE SURFACE COURSE, SM -9.5A OB 3' ASPHALT CONCRETE BASE COURSE, SM -25.M © 6' AGGREGATE BASE MATERIAL, VDOT NO. 21B O CONCRETE SIDEWALK OE VDOT STD CG -2 OF APPROVED SUBGRADE © TACK COAT IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1' = 40' 40' 0 40 [NSC'C B PRIVATE ROADS NTS (2 ) 1.5' ASPHALT CONCRETE SURFACE COURSE, SM-9;5A BO 3' ASPHALT CONCRETE BASE COURSE. BM-25.OA © E' AGGREGATE BASE MATERIAL, VDOT NO. 21B DO CONCRETE SIDEWALK 0 MOUNTABLE CONCRETE CURB AND GUTTER O APPROVED SUBGRADE © TACK COAT UtiYGN&D BY: YHOJ6C1: SET REV. NO. WAA RD STONEFIELD BLOCK D2 ENGwLll ROAD PLAN 1 -0 WN Br fa SURVEioIRS ALBEMARLE COUNTY, VIRGINIA Ta NUM fa PLANNERS TITLE: ASSOCIATFS BwR BYDW ROAD SECTIONS AND DETAILS C -7 - - SHEET NUMBS WWA NUMBER: TILE NAME: DISCIPLINE SCALE: DATE: L' 214075.02 107510_DU i.dw9 Cl 717115 7 0( $ •^V'^°°'°�°°N V: N A0 Preliminary Flexible Pavement Design Works beet for New Subdivision Streets Cori filbcmarle Dwe_ 67,01,15 Sold 'm SmnafeW RWck 02 If TO ANAWde PI 4, tl W ve0.Nh[tl -o thoplIl=IL D, ,V1 C.uaa S¢ tN'hne FLIGHT Distn'tfud,ruhl'i EPT llevcb➢cr Alb I PL LAPP LLC / Ld Pb (903)760- 960 1 �En er W4V EN ler, lPhono:74-34) 984 2700 ALf ) [FINE fill tile Ernst SLp =1 Counicined IF catued in the fir con guru REWFUSE CBRO D CBR A fC3R N Old mxl WIN ry a{ TryP Dooll C a CHIP If TO ANAWde PI 4, tl W ve0.Nh[tl -o thoplIl=IL D, ,V1 C.uaa DACE FLIGHT Distn'tfud,ruhl'i EPT EYE, Mt Bui mwra LUCIA, - NnITURY ofTell . I HI .or,, ,th2ixImmrzIllr,116 ,.m¢) NaFli PauaN@a of a he Wet left, MAImp od ofHavy Cbmnwed prendu. R1 THi Pal o, -RUNTI, wit, If UP, 11bousi A 111,11C to a h a p UI P 4 DROP soil Cupp oft vah of GieUM,, Suff CESa R]p DP I 1 k Gc a primv,flIpItureart GRAMORI p aB IT, Cp,,r ... q, A{elml DR 1 UJUST weerldrd, ,,,] A, DUion SENT I Si...alrlM 1ppm lull Present ADT- 604 EPT. -._. 604 llcsigu YCrod Yea to = 1 DUIISanple (dowlb Rate (a /) = 0 R1 GImmA I'Color 100 00 Di ADT 604 Vehm As EGA NOW DUIISanple CRR R1 I 00 Somnc Vehm Tablet 1,0 3 Append 1 4 DIVTL 5 Avg.CRRG= 0.0 IDxn xl 50 0 L L amp, al Add PCHILL Ho"DO, t= 5.0 NOTES: 1. THIS TO u LICE. 2, CONCRETE 70 BE CLASS N IFR CAST IN PLACE ALSO PSI IF PRECAST. 3. C H O CURB WILL BE PAD FOR AS bIYDOE, 4. ASE3P'EME SEPTW OpMryA EMEO p REDUCED MUCH WOH I F21' PTHI IN ORDER THAT THE BOTTOMAC OF (LAST WILL COINCIDE �H THE TOP OF A OTHERWISE TO E NO FOR A DECREASE I OR AN INCKnE IN DEPTH. MAC 5' lH 2RESURTMEENTSEFORNCCW PEAS 9SIpWNIIN APPENDIX A OF THE VOOT ROM DESIGN MAAUV. IN THE SECTION ON IS UROM STANDARDS. IF CURB IS EXTRUDED COUNIY AND VDOT COMMENTS L_ xru COMBNATIOR UNDERORUN CD -2 ON FILLS rw or� CNTE9RE LINErtSECTION -- - - TRENCH PLASMEN 0 Of :P7 I A MY MEDIA at xneaunucxrs. -x-• RINUEN iier ,w PLAN VIEW SHOWING PLACEMENT OF it ;of CD -2 uxDERDRAn NON PERFORATED OUTLET PIPE LET OR DO CAT AGE .0 I WAiNa chraf VIRGIN Fwno ox mwerru�.. ME mEGENERk NOTES uov easenrtwox. ff. AGAVE AFTIIRL Ti I 'IN" On FINE IWLIO WERROXY ALAN PAYMENT 2 CUTLET POP SOME AVON AT ANY MGT OF THE TRACI LADY 'AaM� 11 CALL Of ROME AN A GROVE Myll TO THE �W� OPEC 2 9 ON DO MUSLIM AT MAY RoGi CO I—I Mx. na. w hor . x Ex, x, mYww no ewa INVERT ELEVATOR AT (Wor END M OUT AT PIPE HE M A "NOREA OF 1 -V MM PLACE ME T C EMENT OF CD -2 UNDERDRAM Ai O SAGGED MPROACH SLABS x: sa'ax¢r CONNECTED m Lb m IMF '"WE WAGANYIN of STANDARD COMBINATION UNDERDRNN AND TOM GRADE IMAGE AND BRIDGE APPROACRESI xµ, ACCEPTABLE ALTERNATIVE 4' -0° UNLESS OTHERWISE NOTED ON PLANS 0' 0� 2L SLOPE UNLESS OTHERWISE NOTE ON PLANS 1 11 4° MIN. COMPACTED IIIIdILyIIL1L1 —I Ill— I 1 I SUBGRADE — IT— IITlllr l —III. u.,,[Q —i �I Il�ll' NO. 457DOR 8 =I AGGREGATE SIDEWALK DETAIL NOT TO SCALE NOTES 1. TO BE POURED VDOT CLASS A3 GENERAL CONCRETE. 2. DISTANCE BETWEEN SCORE LINE NOT TO EXCEED S' IN LONGITUDINAL DIRECTION. ON STANDARD 6" CURB VIRGINIA DEPARTMENT OF dWASPORTATpN DATE I WAR SHOULDER AID Mir A MAN E HIT UP HE PAVED SHOULDER SECTION APRIL AT Cl�D UNT ME J Gross �YE , BUYER IIMAEE lull "I IEEE I'Ll 11 1 111,f 11 DUE I ARMY, ILI' Will' 11 CURB ANO CUTTER SECTION STANDARD PAVEMENT EDGEDRAIN Face of Curb l/rvert Line fin_ r 1 R•l.5' L5' —�-� AMEM e °e ° ° ^ps °No °N °e °p °o °ti R•l25'— mm N WW1 /' -RAI 2' - Roli Curb The following notes apply to CG- 6.CG -7 antl Rolllop Curb: 1- Curb and gutter may be precast of Class A4 hydraulic Cement conc,ale or cast In pleas Using Class A3 HydriliCement Concrete - 2. When used GOOD Stabilized, opengraded drainage layers, the bottom of the Curb and gutter shall be mrestmGed parallel to the slope of the subbase cow5es and to the depth Ad the pavement but not less than the thickness shown. A � M CTURE SHALL ALIGN WITH EDGE OF ROLLTOP CURBING. THE FLOW LINE SHALL TRANSITION FROM ROL TOP TO FLOWLINE OF INLET. (TYP,) IL F LEFT EDGE OF PAVEMENT RIBBON CURB SLOPE TO MATCH ADJACENT ROADWAY SLOPE =A A. "A RIBBON CURB NOT TO SCALE NOTES: 1. THIS PAVEMENT SECTION REPRESENTS A PRELIMINARY DESIGN BASED ON AVERAGE SOIL CONDITIONS FOR ALBEMARLE COUNTY MIN CBR =5 AND SSV =S . AND IS NOT APPROVED FOR CONSTRUCTION UNTIL SUBSTANTWTED BY ACCEPTABLE TEST RESULTS OF THE SUED E SOIL CONTRACTO SHALL SUPPLY SOIL CBR TEST RESULTS FOR FINAL PAVEMENT DESIGN TO THE DISTRICT MATERIALS ENGINEER. APPROVAL OF THE FINAL DESIGN SHALL BE OBTAINED PRIOR TO CONSTRUCTION OF THE PAVEMENT. 2. THE CBR OF THE SERGI SOILS SHALL BE DETERMINED IN ACCORDANCE WRH THE VIRGINIA TEST METHOD FOR CONDUCTING CALIFORNIA BEARING RATIO TESTS• (DESIGNATION VTM —B). THE DISTRICT MATERIALS ENGINEER SHOULD ASSURE THAT SUFFICIENT CBR TESTS ARE MADE FOR THE PROJECT. SOIL SAMPLE FREQUENCY ARID CBR TESTS FOR THE DESIGN OF NEW SUBDNSION STREETS SHALL BE WED ON THE FOLLOWING: A. FOR STREETS LESS THAN 200 FEET IN LENGTH, ONE SOIL SAMPLE FOR CONDUCTING AASHTO SOILEVSSIFlCAl10N AND CBR TEST IS REQUIRED. B. FOR STREETS 200 TO 500 FEET IN LENGTH, AT LEAST TWO SOIL SAMPLE FOR CONDUCTING PASHTO SOIL CLASSIFICATION AND CBR TESTS ARE REQUIRED, WHICH INCLUDES ONE AT EACH INTERSECTION OF AN EXISTING STATE ROAD. C. FOR LONGER STREETS, ONE SOIL SAMPLE SHALL BE TAKEN AT EACH INTERSECTION WITH AN EXISTING STATE ROAD PLUS ONE TEST SAMPLE EVERY SOO FEET IN LENGTH, OR PORTION THEREOF. IS REQUIRED FOR CONDUCTING PASHTO SOIL CLASSIFICATION AND CBR 3. SUBGRADE SHALL BE APPROVED BY MOOT INSPECTOR AND GEOTECHNICAL ENGINEER. CONTRACTOR SHALL PROOF ROLL SUBGRADE WITH A TANDEM 20 TON LCADED WHEEL DUMP IN THE PRESENCE G GEOTECHNICAL ENGINEER. EXHIBIT °PUMPNI SHALL. BE UNDERCUT AS DIRECTED BY THE GEOOTECHNIL ENGINEER INEER AND BACKFILLEDWITH GRANUARMATERIAL AND PROOF ROLLED AGAIN. PROCESS TO BE REPEATED UNTIL SUBGRADE APPROVED BY GEOIECHNICAL ENGINEER. .,....,.�.,RU, ...� STONEFIELD BLOCK D2 ENGrOTTLY, DRAWN BY ROAD PLAN ®suevevoas To ALBEMARLE COUNTY, VIRGINI. PLANNERS TITLE: ASS00AFTES CRR BYDMJ DETAILS AND CALCULATIONS 11 IN. 1111 30 If CITY, In Nr A lab H EATON AT I I'll E _ WWA NUMBER: FILE NAME: DISCIPLINE.- SCALE: 214075.02 4075f0_OEi -2.dw9 CML V:N /A 1 WON ©® 4' -0° UNLESS OTHERWISE NOTED ON PLANS 0' 0� 2L SLOPE UNLESS OTHERWISE NOTE ON PLANS 1 11 4° MIN. COMPACTED IIIIdILyIIL1L1 —I Ill— I 1 I SUBGRADE — IT— IITlllr l —III. u.,,[Q —i �I Il�ll' NO. 457DOR 8 =I AGGREGATE SIDEWALK DETAIL NOT TO SCALE NOTES 1. TO BE POURED VDOT CLASS A3 GENERAL CONCRETE. 2. DISTANCE BETWEEN SCORE LINE NOT TO EXCEED S' IN LONGITUDINAL DIRECTION. ON STANDARD 6" CURB VIRGINIA DEPARTMENT OF dWASPORTATpN DATE I WAR SHOULDER AID Mir A MAN E HIT UP HE PAVED SHOULDER SECTION APRIL AT Cl�D UNT ME J Gross �YE , BUYER IIMAEE lull "I IEEE I'Ll 11 1 111,f 11 DUE I ARMY, ILI' Will' 11 CURB ANO CUTTER SECTION STANDARD PAVEMENT EDGEDRAIN Face of Curb l/rvert Line fin_ r 1 R•l.5' L5' —�-� AMEM e °e ° ° ^ps °No °N °e °p °o °ti R•l25'— mm N WW1 /' -RAI 2' - Roli Curb The following notes apply to CG- 6.CG -7 antl Rolllop Curb: 1- Curb and gutter may be precast of Class A4 hydraulic Cement conc,ale or cast In pleas Using Class A3 HydriliCement Concrete - 2. When used GOOD Stabilized, opengraded drainage layers, the bottom of the Curb and gutter shall be mrestmGed parallel to the slope of the subbase cow5es and to the depth Ad the pavement but not less than the thickness shown. A � M CTURE SHALL ALIGN WITH EDGE OF ROLLTOP CURBING. THE FLOW LINE SHALL TRANSITION FROM ROL TOP TO FLOWLINE OF INLET. (TYP,) IL F LEFT EDGE OF PAVEMENT RIBBON CURB SLOPE TO MATCH ADJACENT ROADWAY SLOPE =A A. "A RIBBON CURB NOT TO SCALE NOTES: 1. THIS PAVEMENT SECTION REPRESENTS A PRELIMINARY DESIGN BASED ON AVERAGE SOIL CONDITIONS FOR ALBEMARLE COUNTY MIN CBR =5 AND SSV =S . AND IS NOT APPROVED FOR CONSTRUCTION UNTIL SUBSTANTWTED BY ACCEPTABLE TEST RESULTS OF THE SUED E SOIL CONTRACTO SHALL SUPPLY SOIL CBR TEST RESULTS FOR FINAL PAVEMENT DESIGN TO THE DISTRICT MATERIALS ENGINEER. APPROVAL OF THE FINAL DESIGN SHALL BE OBTAINED PRIOR TO CONSTRUCTION OF THE PAVEMENT. 2. THE CBR OF THE SERGI SOILS SHALL BE DETERMINED IN ACCORDANCE WRH THE VIRGINIA TEST METHOD FOR CONDUCTING CALIFORNIA BEARING RATIO TESTS• (DESIGNATION VTM —B). THE DISTRICT MATERIALS ENGINEER SHOULD ASSURE THAT SUFFICIENT CBR TESTS ARE MADE FOR THE PROJECT. SOIL SAMPLE FREQUENCY ARID CBR TESTS FOR THE DESIGN OF NEW SUBDNSION STREETS SHALL BE WED ON THE FOLLOWING: A. FOR STREETS LESS THAN 200 FEET IN LENGTH, ONE SOIL SAMPLE FOR CONDUCTING AASHTO SOILEVSSIFlCAl10N AND CBR TEST IS REQUIRED. B. FOR STREETS 200 TO 500 FEET IN LENGTH, AT LEAST TWO SOIL SAMPLE FOR CONDUCTING PASHTO SOIL CLASSIFICATION AND CBR TESTS ARE REQUIRED, WHICH INCLUDES ONE AT EACH INTERSECTION OF AN EXISTING STATE ROAD. C. FOR LONGER STREETS, ONE SOIL SAMPLE SHALL BE TAKEN AT EACH INTERSECTION WITH AN EXISTING STATE ROAD PLUS ONE TEST SAMPLE EVERY SOO FEET IN LENGTH, OR PORTION THEREOF. IS REQUIRED FOR CONDUCTING PASHTO SOIL CLASSIFICATION AND CBR 3. SUBGRADE SHALL BE APPROVED BY MOOT INSPECTOR AND GEOTECHNICAL ENGINEER. CONTRACTOR SHALL PROOF ROLL SUBGRADE WITH A TANDEM 20 TON LCADED WHEEL DUMP IN THE PRESENCE G GEOTECHNICAL ENGINEER. EXHIBIT °PUMPNI SHALL. BE UNDERCUT AS DIRECTED BY THE GEOOTECHNIL ENGINEER INEER AND BACKFILLEDWITH GRANUARMATERIAL AND PROOF ROLLED AGAIN. PROCESS TO BE REPEATED UNTIL SUBGRADE APPROVED BY GEOIECHNICAL ENGINEER. .,....,.�.,RU, ...� STONEFIELD BLOCK D2 ENGrOTTLY, DRAWN BY ROAD PLAN ®suevevoas To ALBEMARLE COUNTY, VIRGINI. PLANNERS TITLE: ASS00AFTES CRR BYDMJ DETAILS AND CALCULATIONS 11 IN. 1111 30 If CITY, In Nr A lab H EATON AT I I'll E _ WWA NUMBER: FILE NAME: DISCIPLINE.- SCALE: 214075.02 4075f0_OEi -2.dw9 CML V:N /A 1 WON ©® - - - ROOTTA�T� 6 /��N�WOLF P,.SECTION PN / F - - / - / - - - - - -- - EXTENSHOREGASGREpUIRE�GTO BBUILDAWALL -- PROPERTY NOT ENCROACH NNECROACH OVER THE - - -- - -- - -- - -- - - -- {[( \.'I -- -r- - - -1 JJmDBgGIINT NEC MPN OLE LI0.�ARE �OIR F WALL HEIGHT 10.2 i - - �. _ rF %/ /i - V 6uB Of w6i5 - _- T,� �_ �g:'ia � I � -- __ .� mt li- - - -.>_ I I_- r _ - / 'l I " _-f -� ': �I .'' r]va / /v✓; -I / �:. /rx , - �., ,, _ _- _ __ �. _1 s -ta �_5 r t -- _ _ _� 'y+�,Er, __�_ -_ _ciuRYNC At�D ceanlNC �E I 19.43 9F 516.] / I E FF�a9.45 R�i2B.7fi eFwla.oe - 1 Y l I � 7 m 18 18 •• P P'- 1 r✓� _ _ - N -EA F wuc 9b1 / - _ _ _ 11 I FF- bv.a2' eF�T6A6 eF -ssaL Ly _ � j, - N3a X19 / / FT�z6we FF -52aaP 20 1s`_I� 620 A _ - )� 1903' III �O ® .� /fFES30.09 20� tAR 18036 1 - -� - iF�2514 __524d]'. - 6E�5x380 ��22Y 6 `(T STE- ® C 'AN. II I ES h I�.{1 - St4 BF -511 00 •� 10 leeo' I6.n i4.a' I �33' FT�z1 eo_ '23 24 19.09 10.0' g : i._ 138P _ - BF =51180 FF-- 12113' 25 JJJ I � 8F =52022' dS 5\ 18� 4 g y1 \ FF -52180 FF= 521.13 BF =511.IN� 26 /FF= 53022' 1933' 1]A]' 1 - _ - - _ _ .13 D WI /! 1955 B4N 7 iii BF -51115 Mr 15.19 +F BF -51049 26 r �� W 14.53 lT v FF 521.13' /' ❑ / I e �� _ -15.14 13. 303 FF= 520.44 BF 51049' sn W - W- -- 14.63' L 1 n.0 FF -szo as 29 / y m ,6 W W .n _ 11 - __ _I_ - aF sos »' 30 Bi IJ �' 1 5'WA zb]' l i / 191 S 3' 1' S TC -f� ❑ - _ FFI; �BF' 520.22' FNO of wALL� 250 5x6 W. ITH� OLNO 1150 _ W st9. Fj =s3o2z' 9' _�__W -�` 6 6 � 9.a Al / h '9 08 TC �il BF -51955 18.88 FT�z9ss, n.12' � �' 1268' b � n5e' MAX WALL (n oi� HEIGHT =2.0• �7 F _ a 1z e6 _ e / /_{�� _W_ �'� 4/ / _ 84 1231'.. 03 FF =512.]0 ¢N �T N. 0>r ] f& 13.9e' FF- 514..83 _ 1203 - 1052 3 _(PR7 IA Tc /8F =S9s5' 18.7' C E Bw 1616• izb3 .°9. 11.33. - 01w E) / FF=s295s' Tc 4 ❑ j2° ROOF 5 S /'/ 10.00' (/�`/g' 1 19.0T 1fi59' 1 99 Imo' _ CHMARK 39 %l I /� / $riy -�.� n.85' 0 w N RAIN LEADER - 1160 g� F 1 IT TC 508 _ rATION= 534.01 / r .: F /,- 5 1260 3. FF =sLa.11E' 1218 I I6.fi6' DRAIN LEADER O xp' - e. " 7R IT // 5x 83 1190 6 1156 FF= s1z.o3 C7 1w I I - 1 ID FNB OF was j6 10.Sfl :i +0 t3 a9' i 12 ROOFn ae' ] \ e2 504 /yam 1 658 622 DO I^rr °f, 39 lI�' / - 2 8 I1a:29. 1360 ]3A4 n 5D6 4 - 15.28'' ID59' TIW ILE / I .1B2r 1y' laea Izb3 _ 88 Tc RF,FMKING WALL DESIG ❑ - - / uB OEw 1ss 0 1 B � � ! v0 fig' p8 �, - 4 BF -s 9.be' 19.61' I z]' E BUILDING - - - ^� /� B]' 1620 12.a9'FF =B 218 1110 x 99fi FF- 511.38 1069 5 B SE�DDRED (Ti' 9W �sL �\ BT HEIGHT-2.( WALL ! iz.9z' n1s r' _ Bw wPER .RE _ 'mu A R I 1e.5e' / HEIGHTS. ]l /88 79 80 19 me T 2LINY m A TERRAA �. -- -- •x o 4 �/ 1 „� /' 5 / %fi FT =516 W' -518.20' FF- 515.53' FE- 51453, :. 11A9' Sxp 969 8g 24 1 ry/ 2.I �. T 9G 4- - EF�o 54 o337. 5 1a,53' FF 518.56 / rT�nSa' / 81 103W 10,oz� bib® > 6 - -TF- sw.oi. _FF -;Oav "IIz io' - - / # / / 9F -51935 1fi'fi0• 4'x$' FLT RA I 11 �' FF =b1216 3 6'x4' FILTERRA 1002- .24. q _ - fF- NTbG3]' F€- 50b.03- FES01.]0'� / 5 __ _ FF�x988 i TO / 10,16 969' _ 6.04 SID' : D.94' _ _ __ C 503' - aT/ °.JO'- ' 13.53' ,1253' ._ � y BW 539. 33 T ': � 433• �_ �. }0}' ' 14.0] 1620' J / yV 3 1816547 1bb4 _ 9.]9 BOS 6G8 MAX WA L 11 11 18.01 x ; 577 532 5284.91' 483 L51' 4.Q 610 406.3.89 365' }28 324287' 283' O I I� '� BF=5b.69' 1 a.zb'las2- 1346IZ 7z' 1z6a' SAN 11.91 SAN 0p HEIGHT =4. r!' NVS NHS - FE =528.68' o SW O _ _ NOS Oft p 21] ROTATE MH LID OUT 'tom P �p 5 sez' W KD$E W[TY 5p4 OF CURB TYP W�^A -- 9.z5 W W -W - -= W W _W _W W W _ >^ 10.56' 933' 698' s.6 a.ex'4w PR1VT k it 6 2' Ji J83 498'484 461 30935]' 3.35• i, 13189 - \ 12.9fi• 11.33 � 10.0 4 - - 3.93' 303' 2.99 28J 2.64' 232' c „b 144]' 14.39' a3 Ijfi4' 120620 12.11 pN ]se zdY' ®I 3 n.36' S ISZZ 1615 .. 5 _ C: V I 10.01' ® .. 529. t a.9 a.3o 3 - 3.06 2aP. fT=sza.69' - 999' 6.32 s.9fi' +� 1 / - - - 1221' 11.59' 9.99' 463' 430 3+ T / 1J>5' / 12.60• xp ] 65' fi.98'6 06' I W 428' _ 4 tars' 13. e' 9 46. / azs' Z x ' / 1F.]z L. 1622- (labs 11n' e6 65 64 62/ I .41 61 FT =sas63' 58 / Ag 55 4 FF =509.66' FF= 50899' 63 FF =506.65' TC TO FT °50598 FF= 605.30' FF 506.9]' FF =50497 Ft Y I o 1].36' ]D FF =b2.8 FF =6B 22- FF =6TO, 66, FF= 508.32' FF =503.85' 59 56 - 04.64 FF =50.1.31 EF- 503.38' 6 li . _ 12" ROOF ROOF TO B COLLECTO - - - _ - - -- ' 2 99 2 J2 81 FF= 51355' P - - _ ' p LEADER ITMPRO) ROTATE MH _ _ A! b39� II OF- s193s' 1ea5 OF CURB -51622- OF CURB TO E INSTALLS LID UT sz9 - - -- 1a.6a' i3 FF- blszz' FF 6145s' ROTATE MH FF -52965 - t OTATE.e9 - - LID OUT I -I ❑RAIN PIPES TO CESS EASE ENT 6 RS �0. rt i - 1.05 _ I (D OUT - -- f e ( D /uR r 4.96• ` 1806 O dFKF 4fi3 33 -2ZL 3 g ffD LI BF- 51935' - _ / ° { -- D] ii L f - 11 ]• '989 -_ 3. _ 8 _'_4_9 L'_ 460. - -T9 ❑ I -338 1 1` 0892]1 x 1�- 0]3' 005 - 5091 640 - =529 35 '9c za s9 R,� .'9818 T .T. .,. I Oil �� -- �E 500 - 498 .. - -��1�- 6ee� S02 6 t �I _ II i ' I _.�.,. I 9949• F Wry FRISIAN` / ,UCf�/ \szo „_- �. ' 1` _ GRASSCRETE • - _ - _ - !N DRIVE r 57 s "w - z_ / \ T \ �l /! ioz'Q /I� E k _sAP iFf+ -�;°K -SAN W a TY Y ',gin Y,_, r # U - TIT �/ _ s \� /, II�1,.$ �IV- - �` - - _ w - v+ L - 11.. .. ECR s N, I ° 72 C 2 J3 IT PG14 ^SId1 SHALL BE EPRIVATE AND ❑MAIRUCTUDES � v_ � EX 20 'AC,A ENT STORM [x a. Iwo 6 PER COVENANTS AND RESTRICTIONS. ,.i a^ T - - 1 ABURESSED COUNTY COMMENTS _ RU 4/18/15 awcNEO Be PROJECT. SET REV. N0. T of RU STONER BLOCK D2 2 ADDRESSED COUNTY COMMENTS RU 5/12/15 J 4 I suFalnucas FINAL SITE PLAN 3 ADDR6SED COUNTY COMMENTS RU 8 /5/'15',y IF THIS DRAWING IS A REDUCTION Smwvemxs 9reawN BY ALBEMARLE COUNTY VIRGINIA peawlNC NUMBER: 4 SIGNATURE SET RU 6/22/15 01 y GRAPHIC SCALE MUST BE USED is TITLE: BS T� IT PL 1x'NBRS SCALE 1" = 20' mnre Br GRADING AND DRAINAGE PLAN 0 -10 ASSOCIATES DW aoa•(a- LZ.- ls'���¢ ® SHEET NUMBER: ._ WWA NUMBER: FILE NAME: DISCIPLINE, SCALE: PATE: �9s10NAL C�px 20' 0 20• 274075.02 40750 _GP -f.dwg CIWL v: N e o 11/14/14 10 of 33 NO SHEET REVISION BY DATE' NO. SHEET REVISION 9Y DATE I , ILL I / F L ✓1 I I I a I I � I - -� o - i of : I PI 'ST i40 pp- �`__; OIL- I JO _ srFr [LL/ 1 ,I H - �AR � __� PN LRADI. _ D MG 1 I I 1 16 '^ I 1 I �5151a' - 6F�14.4]' _ IX C °� .1�0 _ _ T� +O. _ - - - - v L O� EXTENT- -0F GEOGRID OR SOIL NAILING I 525.14_ ORE AS RED FD TO BUILD WALL r iF=524 hJ'. _ 9E =51380 5x0 Ff 0.4 95c S 70 �R} 00 - HF sZl ea -23 24 _ _ - _ \ 52 _ _ _ RETAINING WALL I - BFVrl1.13 I 1e _t MAX HEIGHT= YfJ.9' P �M�A FOR BF-511,13 MAX 25 � � 48 y0 - I - / _- _ II' FT�2L13' 27 A _ T° _ _ q F / FT -521.13 6F sm.aa' 28 46- - - - _ - _ _ 9 x 1 �Ini FF 52o.aa' eF�lo.aa' 29 33• - s e n.II lo.as' I FF szo.4a' HF so9n 30 31 __ 1 19 . 1 -- _ a; a BF =509 ]] _ _ W 5 - loas- ____I _ _ FF 519n Fr =s 9.n' 6F so9 ]] 33 _ -- _ - `' _ O J - _- - �I 2 - 51➢ -. 9-22` __ - T-51937' _ _ FF 52041: __BF 510 a1 __35 - 1 {� ) ~'T6Z W .10.44' �I1tl �99J _ � _." _FF 320 J4 '36 i'A$ MENT lYP _ -1 q W I �� - ._ FF Sxon" _9F =5 074' BF 1106 37 -- _3a- EW %_ __ vu, _ _ _ - - - FF=5v oa- 9F�s1 as c� W/ /� ��__ �.c.1L_.9 t•9' -_ _ N _ _ 9m - -1 - sJa . _. FF�z1.ae �F- szt.�s_ eF s�i �5 -vs - - �C _ _- -_ - -- 3 86 iz 1 1m.1 2 eJ (A SI I I i4 aus. �W iz 03 FF 512.70 7S­ W II II ;� 8% >I I 93641 929' BP2' l $DB $D -W939 --w- J, w -�'� _ \ 1 iJ�.4' 2 O w' I �50� ° I W y !� r.. Bw - W _ .� �. FF- 51203' z Ii : I: 596 10 :. �. 992 W 0�10]f 111 - \ III L(y!} ��..�1 . � 11.36' 11.36 a IG G I 55 6 Bfi _ 3.27 �� ' 604 604 } �.. S _ \ 1 k "fish _- 88 m _ - - REINNING ALL DESIG D j3 .\ - - 2 6.9s - I I / I! ], Wo.zi - W f L" FF= 511.38' -. -. SEPARATET BUILDING "V �� - - _ 236 3` was }� ___6 52fi ss3 - -� 3 loss - -40 e9 PERMIT REQUIRED ��Ir Vj� " x4' FILTERRA 41 6'x4' q% wk� J89 2 .1 , - N 90 _ _ _ - "I _1 9fl. 99 � - 402-' 103 -. -. yg4 a 1 ` -, _ _ _ ___ F NNRR/ -Fr3 nV _ F-_ 4.]0' _ I I FF 503.9Y - 8=50553' {F =506.61 - _ FF =50]93' _ 861' ' FF =51069' T T' FF- 506.04` F 0] }'yam FF MW,01_- __ FF30U6�3J' FF_s05.Jp' 9J - - aRb- [E 506.93'- 1 ➢� FF SU]ZiII FF= 5041 1, /+ _ 1 Be 1008' 1002 G "` * _ _ _ - - _ __ / 23.3 +9 8.09' S3J' 503' - 47.]' - 3.711- 6 R2fi' 293' - / /6.818 _10 +OQ L .5 �:. 437 303 2]0 5 - -_ _ 3.60' _ 4.60' S.Hi 6465 _ / TC iC D � z I.. pe 1st' 2.57 1 2 '1.]2 1.BB' U 3110 40247 484 5 5:93' _ 5 r 3 fi.39' 3.24' .'� 2.46' LP N 236 318' 3.94 p 5 59' /� 8.14 FF�0881' LOT -T iC iC SJS' 6]5' }2 5 491' 4,4]L10 AOE" 169' i 5 3.28' 563 LP I NK _ Nrs f� NOS _ - - J.fio' s64 508 TIP , ' 1. N19 N Nl5 _ - S ]fie �H a m >7cI FEU,, +57 a W W -W -I - -p�'�' W W 2es'z.eaWz32_. 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RETAI ING WALL - - . - _ -. l - -_ __ / 500 INGLEfl7l _ �oP - - 1� Dell G 01 LTIP�l @ T PRIVF, h 1 z - ` d ,. - 'I- _- T s,. _PR, BENCHMARK s 39 10+00-/ '_-•3 rry m; 'JI VI / .,I. /�� n ° - 2 ELEVA - _ -13 -, - ,A " = m- - `� - n� L s F;,.N �y I 1 i -- - _ _ - oe4 _ - - ON P4i� -_ � : N 1 IX 24 TI .e _:1. ,''.� u;: III II -- : : "c _- - h 1 1 \� /� (,� vi /_� .. / i' JL III III Ic ��� -�T _ rx/ faa N ^w r 1 II �I -RE 1a Q ."d L� e < z r:,,: ,fig _ I II NoTe -_ TT ,_ a1 a -.'� s oee 11_6 ' u 5 i0 ° An T STORMWATER PIPES AND STRUCTURES fm .�� FX 'LB 1LA' s L - / / / / %!�' vl ' SHALL HE PRIVATE AND MAINTAINED LE FIOL"IN P - --� - - - PARC L 1 / C PER COVENANTS AND RESTRICTIONS. u-"+a EA f " ' EAS.41: NI �S Je.e yr III 6PI ' -'9A 2 „fi'FU 1 ADDRESSED COUNTY COMMENTS RU 4/17/15 OESICNEO Be PROJECT: SET REV NO_ 'cx of Ru STONEFIELD BLOCK D2 2 ADDRESSED COUNTY COMMENTS _ RU 5/12/15 ! 4 Ervclnzeas SPAWN BA FINAL SITE PLAN 3 ADDRESSED COUNtt COMMENTS RU 8/5/15 IF THIS DRAWING M IS UST BE USED A REDUCTION gu T wetisORS ALBEMARLE COUNTY, VIRGINIA DRAVIING NUMBER: 4 SIGNATURE SET RU 6/22/15 p GRAPHIC SCALE Ma TTTLE: H.RII r IT Pl ,anvPRU ALI Br GRADING AND DRAINAGE PLAN C -11 It .� scALe r- = 20' ASSOCI�LTES DW ���G- ZZ-($ -,�4j ® WWA NUMBER: FILE NAME: ._- DISCIPLINE SCALE: DATE SHEET NUMBER: N0. SHEE! REVISION BY GAPE N0, SHEET REVISION BY UATE FSS7oNAL ti�Ol 20' 0 20' 214075.02 407502GP-2dw9 CIVIL V N A 0. 11/14/14 11 of 33 535 530 - 34&= IN 44 34E1 o II '� 535 -- 530 525 535 n 525 1D 17 520 YD 24 - RU YD -=25 „r a I 535 n r 515 __ -- ADDRESSED COUNTY COMMENTS p —_ - 515 510 _ 530 DRAwINC NUMBER: C -14 4 - 530 _— 510 505 - __ N E %ISTING SOO 495 490 EOT NEW %•rppp"E M IX HOLE 485 4B0 g 475 Ell 470 -_ II 2 TITLE STORM SEWER PROFILES _ 525 - - -. 525 1 525 - m ' - R EW GRAGE - - -a — 525 495 - DISCIPLINE COME SCALE: H:1" -50' V IX -10' 520 — 520 515 15" 490 485 480 475 520 — a ' -- FEN - -- 520 — __ 470 - 485 SHEET REVISION 515 DATE 480 480 515 -- _ _ F NEW 2.08% ___._ 515 510 12' f OPE 0 .47% 510 475 _ 15' HOPE 00 - 510 510 470 505 470 505 505 50.5 LF 12' HDPE - _. 505 — - 500 - 465 500 500 S Soo 495 _. 495 495 -- 495 1® 490 490 _ _ - __ 490 460 �_ 485 I ■� IN ° u II II o-zz ° SoIIzz -.. 485 485 a80 A "' �z�z __ n " �z�z -- 11 485 aeo _ 480 adz 480 9 +50 10 +00 10 +50 PROFILE VIEW STORM 246 - 246.1 10 +00 10 +50 11 +00 PROFILE VIEW: STORM YII -17 - YID-25 5`5 520 ADDRESSED COUI COMMENTS RU 44 - 525 OF RP �r ? H RG T T . > ROON, c_zz,�L��y 'ORAL ti�G n 525 DESIGNED BY: RU YHUJLLI: STO FINAL I BLOCK D2 FINAL SITE PLAN ALBEMARLE COUNTY VIRGINIA 520 2 ADDRESSED COUNTY COMMENTS RU 5/12 15 515 __ -- ADDRESSED COUNTY COMMENTS RU 520 - 515 510 _ I�OF DRAwINC NUMBER: C -14 4 - RU 8/22/15 510 505 - __ N E %ISTING SOO 495 490 EOT NEW %•rppp"E M IX HOLE 485 4B0 g 475 Ell 470 -_ II 2 TITLE STORM SEWER PROFILES -. 505 RARE RADE - 1 11 -- - 500 o_ - EW GRAGE 69.6 LF a NEW 15 -HOPE 0225% s� i•- - -�- 54 L N - 495 - DISCIPLINE COME SCALE: H:1" -50' V IX -10' 5-. - 505 15" 490 485 480 475 - __- ° II ° -_ � — a ' 2S LfOFTIIEW l Mme, y .°�I _- FEN 490 — __ 470 243 ADDRESSED COUI COMMENTS RU 44 - 525 OF RP �r ? H RG T T . > ROON, c_zz,�L��y 'ORAL ti�G 525 DESIGNED BY: RU YHUJLLI: STO FINAL I BLOCK D2 FINAL SITE PLAN ALBEMARLE COUNTY VIRGINIA SET REV N0, 4 2 ADDRESSED COUNTY COMMENTS RU 5/12 15 520 3 ADDRESSED COUNTY COMMENTS RU 520 _ I�OF DRAwINC NUMBER: C -14 4 � RU 8/22/15 515 _ - TITLE STORM SEWER PROFILES 515 IXI ING GRADE 510 - DwR BY: DI 510 EW GRAGE 54 L N SHEET NUMBER: 14 of 33 BOB - DISCIPLINE COME SCALE: H:1" -50' V IX -10' 5-. - 505 500 500 495 - 490 495 FEN 490 485 BY DATE 485 SHEET REVISION BY DATE 480 480 f. 475 _ 475 _ 470 470 465 465 1® 460 �_ - I ■� 480 10 +00 10 +50 11 +00 10 +00 10 +50 PROFILE VIEW: PROPIl L.. VIEW: STORM EX IOR- 108T STORM 243 -244 9 +50 10 +00 10 +50 11 +00 11 +50 PROFILE VIEW: STORM EX -2 - Y425 NDIEB: 1. STRUCTURE TOPS ARE APPROXIMATE. ADJUST TOPS To FINAL GRADE. 2. CURB INLETS IN ROLL TOP CURB SECTIONS SHALL HAVE TYPE A NOSING FOR USE IN MOUNTABLE CURBS. CURB INLETS IN CG -2 CURB SECTIONS SHALL HAVE PIPE B NOSING. 3. A 3' MINIMUM COVERAGE IS REQUIRED OVER THE TOP OF AIL PIPES UNLESS SHOWN OTHERWISE. 4. STANDARD STEPS (ST -1) ARE REQUIRED FOR STRUCTURES WITH A DEPTH GREATER THAN 4'. 5. SAFETY SUBS (SL -1) ARE REQUIRED FOR MANHOLES WITH DEPTHS GREATER THAN 12'. 6. INLET SHAPING (IS-1) IS REQUIRED FOR FLOW DROPS GREATER THAN 4'. 7. ALL MH -1 STRUCTURES ARE 4- INSIDE DIAMETER (I.D.) UNLESS OTHERWISE NOTED. 8. ALL PIPES SHOWN AS HOPE ON PUNS SHALL CONFORM TO A45ETO M294 (POPE S) SMOOTH WALL INTERIOR PIPE, MATERIAL AND INSTALUTION SENATE BE IN ACCORDANCE WITH OUT ROAD AND BRIDGE SIARDARDS AND ROAD AND BRIDGE SPECIFICATIONS. cc 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 PROFILE VIEW: STORM 243 - YE)-23 SIR 25 2 ADJUST MH -1 TOP INSTALLED DURING SEDIMENT BASIN INSTAIIATION TO FINAL GRADE. W 1% ADDRESSED COUI COMMENTS RU 4/17/15 OF RP �r ? H RG T T . > ROON, c_zz,�L��y 'ORAL ti�G _ a SURVFYORS Soav6voas P1.AnSeRs ASSOCIATES IN LlburL%i�Y 11 DESIGNED BY: RU YHUJLLI: STO FINAL I BLOCK D2 FINAL SITE PLAN ALBEMARLE COUNTY VIRGINIA SET REV N0, 4 2 ADDRESSED COUNTY COMMENTS RU 5/12 15 3 ADDRESSED COUNTY COMMENTS RU 6/5/15 _ DRawN BY r DRAwINC NUMBER: C -14 4 SIGNATURE SET RU 8/22/15 TITLE STORM SEWER PROFILES - DwR BY: DI SHEET NUMBER: 14 of 33 WWA NUMBER: 214075.02 FILE NAME 407502- PP -1.dw9 DISCIPLINE COME SCALE: H:1" -50' V IX -10' DATE 11/14/14 FEN NO. BY DATE NO. SHEET REVISION BY DATE 1® R� - I ■� ® ■,_ • . R��= ® ■�� w �j IIIIII ®���I�'i���li� . ' JimI .I�_ ■iii . ,� ■ I■ _a�! ■ �_ _ III ■■ ! °� ■m .. � .��•.�. g� ®� is " " �: lion "ago■ ■ r '- ■��F � ; _ ICI ■� ® ®■ oil cc 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 PROFILE VIEW: STORM 243 - YE)-23 SIR 25 2 ADJUST MH -1 TOP INSTALLED DURING SEDIMENT BASIN INSTAIIATION TO FINAL GRADE. W 1% 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 PROFILE VIEW: STORM EX 25 -YD -21 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1" = 10' To' 0 To' 50' 0 50' HORD: IN = 50' 1 ADDRESSED COUI COMMENTS RU 4/17/15 OF RP �r ? H RG T T . > ROON, c_zz,�L��y 'ORAL ti�G _ a SURVFYORS Soav6voas P1.AnSeRs ASSOCIATES IN LlburL%i�Y 11 DESIGNED BY: RU YHUJLLI: STO FINAL I BLOCK D2 FINAL SITE PLAN ALBEMARLE COUNTY VIRGINIA SET REV N0, 4 2 ADDRESSED COUNTY COMMENTS RU 5/12 15 3 ADDRESSED COUNTY COMMENTS RU 6/5/15 _ DRawN BY r DRAwINC NUMBER: C -14 4 SIGNATURE SET RU 8/22/15 TITLE STORM SEWER PROFILES - DwR BY: DI SHEET NUMBER: 14 of 33 WWA NUMBER: 214075.02 FILE NAME 407502- PP -1.dw9 DISCIPLINE COME SCALE: H:1" -50' V IX -10' DATE 11/14/14 FEN NO. BY DATE NO. SHEET REVISION BY DATE 1® R� - I ■� ® ■,_ III R��= ® ■�� w __ _ r`r ®Ail ®���I�'i���li� . ' JimI .I�_ ■iii . ,� I■ _a�! ■ � . iflh�i ■m ®� is " " �: lion "ago■ ■ r '- ■��F � ; _ ICI ■� ® ®■ oil �■ NEEM. Effill, UF ■■ - Ti- = ■ _ �■ 1�ENE= ■ MERMI 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 PROFILE VIEW: STORM EX 25 -YD -21 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1" = 10' To' 0 To' 50' 0 50' HORD: IN = 50' 1 ADDRESSED COUI COMMENTS RU 4/17/15 OF RP �r ? H RG T T . > ROON, c_zz,�L��y 'ORAL ti�G _ a SURVFYORS Soav6voas P1.AnSeRs ASSOCIATES IN LlburL%i�Y 11 DESIGNED BY: RU YHUJLLI: STO FINAL I BLOCK D2 FINAL SITE PLAN ALBEMARLE COUNTY VIRGINIA SET REV N0, 4 2 ADDRESSED COUNTY COMMENTS RU 5/12 15 3 ADDRESSED COUNTY COMMENTS RU 6/5/15 _ DRawN BY r DRAwINC NUMBER: C -14 4 SIGNATURE SET RU 8/22/15 TITLE STORM SEWER PROFILES - DwR BY: DI SHEET NUMBER: 14 of 33 WWA NUMBER: 214075.02 FILE NAME 407502- PP -1.dw9 DISCIPLINE COME SCALE: H:1" -50' V IX -10' DATE 11/14/14 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 10 +00 10 +50. 11 +00 PROFILE VIEW: STORM L'X 66 - 242 10 +00 1D +50 11 +00 11 +50 12 +00 12 +50 PROFILE VIEW: STORM 246 -YTY5 YUA TU 3 - _ -_ 530 p Iggo III _ .530 Tl -F 525 -. )_ K - 525 1 520 = _I 520 0 slid TINTGRADE — 515 NEW GRAD€ _ _+ - 515 510 ___, 510 505 { �rg1M5FO _ - 805 Soo Soo 1p445 %E� - I fi 1 495 - :n -: �495 490 $ '- Ai 485 n 4� m 485 _Gi>z 10 +00 - 10 +50 - PROFILE VIEW, SPERM YD 3 - YD 3A 10 +00 10 +50 PROFILE VIEW: STORM r:X 23 -232 10 +00 10 +50 11 +00 11 +50 PROFILE. VIEW: STORtM 23.1 - 233 EXIsr G -GRADE Lrnent Basin #1 Design „ -- - - EX 25 EX 252 SB RISER - _. _ - .NEI�`GRAOE �o -et _ _ -. 9 (autos) 71 re� ° 9uwa -. $ _ _ - - _ - - __. - 495 - J4 495 NEW es (us n9A 2ge End M_eucon _ �t 510 ° $ _ _ _ 510 tq j;t 15 eemiion92 0ture22(et)wlume(cy) Ls T F 492 2o39 w:�},. 4 IL II - -. _ _ 490 p. t _ % _ 490 4++ aana _- 2Ria ° - - - II- 496 56P 58] 9 -97"97•` - - II [ Off 495 ]cafi 10614' ,rp.. s ¢ ° _ _ G GryADE_ __ - 5 EXIBTIN 48 _ 590 9718 1]50 6; G�i _ _ _ - _ 5005 18252 _ 1869 5 - - - - x1on 1.11T 605 �5� t -1480 / = - SEDIMENT Bella GRADE _ 475 -_- - 475 T- - I .. 500 500 g. $ 470 so storage 25 YR 5[Ow SSEet48836 - - 'Al rT, T 9 0 + _ 465 shortage I v){6I 4]5] acSgnM1gh to ormeof nhyaaXwi) 498 ee - - - - - - - -RT E CR =4 :6 sienna r i dd 4955 iop ra m) 5005 � -. t ag p aea at MIS vat ey) 4861 top width falso Of I 60 � 460 able before Ieanout If OVDp} 2x4 6ort ro M) 4920 _ 495 IF D 'ATERIIG 01 CE LEV =4963' - � 495 70 +00 10 +50 t l 1 (n1 _ 4941 app bottom am rs ons 204 x 19 I — p-- - - _ PROFILE VIEW: eo lea utt orane(9)p 1) is '.21 / -� C OUT LW 4941' STORM EX 27.1 -240 Pe - - - downstream some Ire 21 - - storage 9 - e (YI (6] DA) -- 4757 homes- No - __ _ - - _ BM M O SB LD% 49 .0' j STRUCTURE R TO AR pl p r y I(n) 4976 length ffo Lm) 1050 PS SHOWN E APPROXIMATE. ADJUST TOPS TO FINAL GRADE. 1 fag prodded t has elevallma (ry).. 415] Off am w uld 495 - 490 CONNECTION BETWEEN 490 2. CURB INLETS IN ROLL TOP CURB SECTIONS SHALL HAVE TIRE A NOSING FOR USE IN f fd 1 g ( load (s[ENOiE) 40 uw (baffles required f<2) 21 -I - BARREL MET RISER - MOUNTABLE CURBS. CURB INIXS IN CG -2 CURB SECTIONS SHALL HAVE TYPE B NOSING. 1 fe bl tubing (n)laofcew) 80 r _ _ _ _ �T.9 LF _ _ SFIALL BBy1ATERIl^uHI - of OF A 3' MINIMUM COVERAGE IS REQUIRED OVER THE TOP OF ALL PIPES. R - depth f t puwey most U) - . - - _. 18•�{pPE - - - - - - - - - -. 9J5,v hare ("ma 016 sl (nom p i 51 (Z1) _ _ - so n) - 102 _ - -- �' - - - - - - 3. STANDARD STEPS (ST -1) ARE REQUIRED FOR STRUCTURES WITH A DEP1H GREATER THAN 4'. Ile p m r l (in s STA 10 +30 4t QTyr_ 218 len9m of barren saturated zone 0.$) I. _. - 1 - 5'X5' 1 as a2z"I at des 485 4. SAFELY SUBS (SL -1) ARE REQUIRED FOR MANHOLES WITH DEPTHS GREATER THAN 12'. _ no b u ry u IFi1LF - ANN] SEEP COLLAR`.. dimerisran of cobant OF NEW CONNECTION BEIM�EEN pipe spll y - -. -. - J b 5. INLET SHARING (IS -1) IS REQUIRED FOR FLOW DROPS GREATER THAN 4'. able head (6) _ - _ zg 15 LUID; -- SHALL EPWAT WATERTIGHT a ALL MH 1 STRUCTURES ARE 4 INSIDE DIAMETER (I D UNLESS OTHERWISE NOTE no - - ®1..18% - _BE WATERDGHT em 9 Y P III y _ _ _ - i n (In) _ 48 e - ..) E SE D. y p et C 1 Head op (051 _ _ 39 9 bpn aN pel - 7 ALL PIPES SHOWN AS HDPE ON Pal SH41 CONFORM BE AASI l FPRPIE WITH 3) SMOOTH break rm diameter (n) _ ]2 sip ( t Ip tthar E m Cd meet channel [R) AND BRIDGE STANDARDS AND ROAD AND BRDGE SPECIRCATONS. I I gm lb) 16 t - 480 � 480 VDO ROM I game[ na yn e,,,banbnfm as of stotswlMaN (n) g 1 of armed (nl 15 - - - ��mm - Yg - -- -- - - - IF THIS DRAWING IS A REDUCTION In (n) 4904 _ _ !gam _ GRAPHIC SCALE MUST B USED DRAWING S A REDUCTON el Inv Out In) 499.21 ` 111 +III II - II - -- - - - - GRAPHIC SCALE MUST USED law -. - -. z —_S. _ - - _ -. _ _ -_ - -. HORZ: 1' z 20'E H S N S E _ °z I_ - ° 20' 0 20' VERY : 1" = 10' 475 - - -_. _ __. - - __ -. -. -. 475 ® 10' ® 10 +00 10 +50 11 +00 PROFILE VIEW: 4 D ; SEDIMENT BASIN OUTIfALL VERT: I" = 4' 50' 0 50' HORZ: 1� = 50' L WA BNGINJERS SURVEVOas PLANNERS ASSOCIATES RU J oWN BY, To ALI NTLL. R By OW WA NUMBER: FILE NAME: 214075.02 407502 -PP -call D2 — 4 STORM SEWER PROFILES I C -15 11/14/141 15 of 33