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HomeMy WebLinkAboutSUB202100030 Plan - Submittal (First) 2021-02-17/ SITE DATA 00NER/DEVELOPER : PLAN PREPARER: FAX MAP PARCEL No: PARCEL AREA: ZMA PHASING: NEW BEL VEDERE, INC 610 WEST RIO ROAD CHARLOTTESALE, VA 22901 ROUDABUSH, GALE, & ASSOCIATES 999 SECOND STREET CHARLOTTESALE, VA. 22902 (434)-977-0205 062A3-00-00-00100 95.753 ACRES (GWAY BLA DB 5294-417) PHASE 111 - BLOCK 10" BLOCK 10 AREA: 0.046 ACRES LOT 246 DB 5289-658 (EXIS77NG TOWNHOUSE FROM PHASE IV-2) 0.070 ACRES LOT 245 DB 5289-658 (EXIS7/NG TOWN HOUSE FROM PHASE IV-2) 0.177 ACRES RESIDUE TMP 61-160R7 DB 5289-658 31.472 ACRES TMP 62-2C GWAY BLA DB 5294-417 9361 ACRES OF TMP RIO MAGISTERIAL DISTRICT, COUNTY OF ALBEMARLE, VA 93.61 ACRES TOTAL BLOCK 10 AREA ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) PER ZMA-2004-0007 WITH BELVEDERE CODE OF DEVELOPMENT, AS LAST REVISED ON JULY 22, 2014 CURRENT USE VACANT PROPOSED USE: 2 EXISTING TOWIVHOMES FROM PHASE IV-2 26 TOWWHOMES (PROPOSED WI7H BELVEDERE PHASE 3 BLOCK 10-A FINAL SITE PLAN SOP2019-79, "LOT A-G FUTURE DEVELOPMENT") 14 TOWNHOUES (FUTURE SITE PLAN - "LOT H & l FUTURE DEVELOPMENT") 27 SINGLE FAMILY DETACHED (THIS PLAN - ROAD PLAN 69 TOTAL LOTS PROPOSED DENSITY 69 LOTS/93.61 ACRES = 0.74 DU/AC MAXIMUM BUILDING HEIGHT • 35' MAXIMUM LOT TABULATION 27 SFD LOTS 6.39 ACRES FUTURE TOWNHOUSE LOTS (10A) 254 ACRES FUTURE TOWNHOUSE LOTS (108) 1.82 ACRES TOTAL AREA IN LOTS 10.75 ACRES RIGHT OF WAY 3.87 ACRES IMPERVIOUS AREA SUMMARY ROADS & ALLEYS 204 ACRES SIDEWALKS 0.69 ACRES DWELLINGS & DRIVEWAYS (SFD) 1.80 ACRES DWELLINGS & DRIVEWAYS(TH-10A) 1.71 ACRES DWELLINGS & DRIVEWAYS(TH-10B) 0.79 ACRES TOTAL IMPERVIOUS AREA 7.02 ACRES OPEN SPACE. PER THE CODE OF DEVELOPMENT AS FOLLOWS 1. LINEAR PARK J - 5.35 ACRES INCLUDES 7HE CONSERVA77ON AREA OF STEEP BLUFFS AND EXIS77NG WOODLANDS ON THE SOUTH SIDE OF BLOCK 10. AN EXIS77NG CLEARING FROM AN OLD ROAD -BED WILL BE USED FOR MUCH OF THE CLASS B STANDARD 7RAIL THAT WILL CONNECT THE PROPERTY TO THE RIVANNA RIVER BOTTOMLANDS. 2 OPEN SPACE BLOCK 10 - 810 ACRES INCLUDES CONSERVA77ON AND PRESERVA77ON AREAS TO PROTECT THE S7EEP BLUFFS AND EXISTING WOODLANDS ON THE NORTH SIDE OF BLOCK 10. J. PARK L - 0.5 ACRES POCKET PARK WILL PROVIDE FOCAL POINTS FOR ADJACENT LOTS AND WILL HAVE A MIX OF EXIS77NG VEGETA77ON AND LANDSCAPE AREAS WILL HAVE A HARD SURFACE COURTYARD SPACE SUITABLE FOR INFORMAL SEA77NG AND GATHERING. THIS COURTYARD WILL BE CONNECTED TO 7HE COMMUNITY -WIDE NETWORK OF SIDEWALKS 4. PARK M - 0.2 ACRES SEE PARK L DESCRIPTION. 5. RIVANNA RIVER BOTTOMLAND - 41.84 ACRES EN77RE 100-YEAR FLOODPLAIN AREA ALONG THE RIVER WILL BE PRESERVED OPEN SPACE. THIS AREA SHALL BE DEDICATED TO 7HE BELVEDERE HOMEOWNERS ASSOCIA77ON UPON COMPLE77ON OF PHASE 3. CLASS B STANDARD TRAIL WILL BE CONS7RUCTED ALONG THE RIVER FRONTAGE THAT WILL BE PART OF THE PLANNED RIVANNA RIVER GREENWA Y SYSTEM. OPEN SPACE PROVIDED: WILL BE DEDICA7ED TO THE BELVEDERE HOME OWNERS ASSOCIA77ON 1. LINEAR PARK J - 6.00 ACRES (ENTIRE PARK INCLUDED IN CONSERVA77ON AREA) 2 TOTAL OPEN SPACE IN PR£SERVA77ON AREAS - J..99 ACRES 3. TOTAL OPEN SPACE IN CONSERVA77ON AREAS - 13.02 ACRES 4. PARK L - 0.87 ACRES 5. PARK M - 0.32 ACRES 6. RIVANNA RIVER BOTTOMLAND - PER GWAY BLA DB 5294-417 31.47 ACRES 49.67 ACRES TOTAL OPEN SPACE ROADS & STREETS: ALL PUBLIC STREETS SHALL HAVE CG-6 CURB & GUTTER. NEW PUBLIC STREETS RIGHT-OF-WAY SHOOK HEREON IS HEREBY DEDICA7ED TO THE COUNTY FOR PUBLIC USE. MAGISTERIAL DISTRICT RIO MAGISTERIAL DISTRICT CRITICAL SLOPES: PRESERVED & MANAGED SLOPES PER ALBEMARLE COUNTY GIS CONSERVA77ON & PRESERVA77ON AREAS PER ZMA STORMWATER MANAGEMENT • SEE VSMP SUBMITTED UNDER SEPARATE COVER WA7ERSHED: SOUTH FORK RIVANNA (BELOW RESERVOIR) BOUNDARY SOURCE. PLAT DIVISION OF DUNLORA0 PREPARED BY W. MORRIS FOSTER, LAND SURVEYOR, DA7ED NOIEMBER 1, 1985, REVISED DECEMBER 20, 1985, RECORDED AT DB 875 PG 331. ROUDABUSH, GALE & ASSOCIA7ES 2020, DB5294-41Z & DB5289-658. TOPOGRAPHY- BARE EARTH DEM FROM LVAR, SOURCE MIN (2016). POINT CLOUD FILTERED BY RGA, FEBRUARY 2021. BENCHMARK: FIRE HYDRANT AT CORNER OF FOWLER STREET AND FARROW DRIVE. TOP ELEV 453.77 DATUM HORZ: NA 83; VERY NA 88 FLOODPLAIN: THIS PROJECT IS PAR 77ALLY LOCA7ED WITHIN ZONE X" AND PAR 77ALLY LOCATED "ZONE AE" AS SHOWN ON FLOOD INSURANCE RATE MAP. COMMUNITY PANEL NUMBER 51000JC 0279 A EFFECTIVE DA7E.•FEBRUARY 4. 2005. STREAM BUFFER: THE 100' STREAM BUFFER IS LOCA7ED ON TMP 62-2C WHICH IS WITHIN THE BLOCK 10" AREA. PARKING REQUIRED: (2) SPACES PER SFA UNIT PLUS (1) GUEST SPACE PER EACH (4) UNITS 40 UNITS x 2 + (40/4) = 90 SPACES (2) SPACES PER SFD. 28 UNITS x 2 = 56 SPACES 146 SPACES REQUIRED PARKING PROVIDED: BLOCK 10-A TOWNHOUES• (2) SPACES PER GARAGE PLUS (2) SPACES PER DRIVEWAY = 26 UNI7S x 4 = 104 SINGLE FAMILY DETACHED: (2) SPACES PER GARAGE PLUS (2) SPACES PER DRIVEWAY = 28 UNITS x 4 = 112 TOWIVHOMES ALONG HILAH ALLEY MINIMUM (1) SPACE PER GARAGE PLUS (1) SPACE PER DRIVEWAY = 14 UNITS x 2 = 28 ON -STREET GUEST PARKING = 43 MINIMUM 287 SPACES WILL BE PROVIDED LANDSCAPING. STREET 7REES TO BE PROVIDED ALONG PUBLIC ROADS PER CODE OF DEVELOPMENT & COUNTY CODE SECTION 327.9. SEE LANDSCAPING PLAN FOR MORE DETAILS LIGHTING: NO OU7DOOR STREET LIGH77NG /S PROPOSED A T THIS TIME. UN17S SHALL HA VE PORCH LIGHTS AND/OR POST LIGHTS THA T WILL EMIT LIGHT THA T /S LESS THAN 3000 LUMENS ALL PROPOSED LIGH77NG WILL NOT EXCEED 3,000 LUMENS. EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE IN177AL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM A ADJOINING RESIDEN77AL DISTRICTS AND FROM ADJACENT ROADS ALL OU7DOOR LIGH77NG SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDEN77AL DISTRICTS AND AWAY FROM ADJACENT ROADS RETAINING WALLS: RETAINING WALLS GR£A7ER THAN 3 FEET IN HEIGHT REQUIRE A SEPARA7E BUILDING PERMIT WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERING DESIGN. WALLS REQUIRE INSPEC77ONS AS OU7L)NED IN THE USBC. ALL RETAINING WALLS OVER 30 INCHES IN HEIGHT WILL HAVE SAFETY RAILING. CEMETERIES: NO EVIDENCE OF A BURIAL S17F WAS FOUND ON SUBJECT PARCEL. 7RAFFIC GENERA770N: 7RIP GENERA77ON BASED ON I7E 77?IP GENERA77ON MANUAL (LOTH ED7770N) 40 TOANHOME UNITS & 28 SINGLE FAMILY 502 TOTAL GENERATED 7RIPS AM PEAK: 39 WH (8 ENTER/31 EXIT) PM PEAK. 49 WH (31 EN7ER/17 EXIT) 7RASH RECEPTACLES: ALL UNI7S SHALL HAVE AN INDIVIDUAL TRASH CONTAINER FIRE & RESCUE. FIRE HYDRANTS SHALL BE PROVIDED ALONG PUBLIC S7REETS AT A MAXIMUM SPACING OF 500-FEET ALONG THE 7RAVELWAY ALL WA7ER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. THE SUBJECT PROPERTY IS NOT LOCA7ED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. THIS S17F /S NOT LOCA7ED WITHIN THE WA7ERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVA77ON OF THE MANHOLE COVER OF THE NEXT UPS7REAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVA77ON OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. BELVEDERE PHASE 3 BLOCK 10 TMP 62A3 PARCEL it ROAD & UTILITY PLAN VICINITY MAP SCALE: 1"=1000 FEET TABLE 9:BLOCK 2-10 RESIDENMAL LOT REGULATIONS Variation #21(a pp roved 3.24.08 & revised 7.25.08) "build -to" range Variation #22 (approved 3.24.08 & revised 7.25.08) al leyfed rear setback Variation #37 (approved 3.1S.11) in Block 4A, lots A-K, front "build to" lines of36'-44' Variation #39 (approved 4.12.11) allows the encroachment of steps in the 4'front yard setback for Lot 130. Variation H40 (approved 4.12.11) modifies Note 1 in Table 9 Variation H43 (approved 6.02.11) increases build -to line for Block 2 town home units facing the Reserve at Belvedere Front Build -to from Street 8'-16' 1 8'-16' 1 8'-16' 1 8'-16' 16' (same as Primary Structure) Side Setback 3,4 0' 3' 3' 3' 5' (same as Primary Structure) Rear 10' 10' 10' 30' 30' 4' Rear 4' 4' 4' 1 4' 1 10' 4' 1. Porches 1&2stor stairs balconies bay windows lantern chimneys, terraces eaves and entrance stoops encroach into the ( Y), Y , P Y, P Y area between the minimum build -to range and the front R.O.W. line up to 4'from the front R.O.W. line. They may encroach into the area between the rear setback up to 4'from the property line or, in the case of an alleyeasement, within 4'from the easement boundary. Stairs may encroach into the area between the minimum build -to range and the front r.o.w line up to 3' from the front r.o.w line, provided the distance between the back ofthe sidewalk and the stairs is no less than 4' (Variation N40). 2. No encroachments are allowed within the minimum side yard. 3. Where aside setback of less than 411"is used, a 6' maintenance easement shall be recorded on all properties adjacent to the side setback of less than 411". 4. Where an alley adjoins aside yard, the minimum setback is 3'. S. Carriage houses must be located to the rear of the primary residence. 6. Other accessory structures may not be placed in front of the primary structure. Restrictions Governing Structures Extending Beyond the Front Build -to Line Covered Porches Townhomes Covered Porches Single Family Homes Open Porches Single Family & Townhome 1. The dimensions of Dorch shall be measured from the Min Depth 1 Max Depth Min Width 4' 10, 8' s' 10, 8' 3' 5' 4' of the house to edee of the floor area and shall not include C) z CONTRACTOR'S RECORD DRAWING CERTIFICATION STATEMENT: (SEE SHEET 2 FOR RECORD DRAWING REQUIREMENTS) THIS HAND MARKED SET OF DRAWINGS HAS BEEN REDONED" TO PROVIDE ANACCURATE DETAILED RECORD OF ANY SU6S7AN7IVE CHANGES TO THE APPROVED DESIGN DRAWINGS ANY ITEMS NOT REDUNED" ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO BE CONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWN'. NAME, 717LE DATE FOR. NOTE.• 1. APPROVAL OF ROAD PLANS IS ONLY FOR THE ELEMENTS WITHIN THE RIGHT-OF-WAY. APPROVAL OF ROAD PLANS DOES NOT GRANT APPROVAL OF THE FINAL SITE PLAN, OR ITEMS OUTSIDE OF THE RIGHT-OF-WAY, SUCH AS PARCEL BOUNDARIES, OPEN SPACE LOCATIONS, ETC. 2. PUBLIC STREET RIGHT-OF-WAY SHALL BE DEDICATED TO ALBEMARLE COUNTY PUBLIC USE IN ACCORDANCE WITH ALL APPLICABLE SECTIONS OF THE ALBEMARLE COUNTY CODE. 3. ASSOCIATED PLANS WITH THIS PARCEL: 3.1. PRELIMINARY SUBDIVISION PLAT (SUB-2020-139, CONDITIONAL APPROVAL ON 09/25/2020) 3.2. INITIAL SITE PLAN (SDP-2019-79) 3.3. ROAD & UTILITY PLAN (THIS PLAN) 3.4. STORMWATER MANAGEMENT PLAN (TO BE SUBMITTED 2111/2021) 3.5. RETAINING WALL DESIGN PLANS (TO BE SUBMITTED) 'ALL NEW RIGHT-OF-WAYSHOWNHEREON SHALL BE DEDICATED TOALSEMARLECOUNTYFOR PUBLIC USE WITH RECORDATION OF 774EF/NAL SUBD/V/S/ONPLAT **OPEN SPACEITOTLOT 70 BEDED/CATED A MAINTAINED BY THEHOA SHEET INDEX rn r zU o m I�1 w F- S cn o U -° Z 0l zUN JJ>o � � '0 Ir J = OU a� m yy w aV 0 U) O W °a �Q f JZ vU Z (� > W, w w O N O Z W Q N N w z �1 ^ J > U w� J a J _ C) U) O azw O 0 w Ir �Q rn= rn U SHEET 1 COVER SHEET SHEET 27 - ROAD PLAN & PROFILE - FARROW CIRCLE SHEET 2 STANDARD NOTES SHEET 28 - ROAD PLAN & PROFILE - CUL-DE-SACS SHEET 3 COD TABLE SHEET 29 - ROAD PLAN & PROFILE - HILAH ALLEY, FIRE ROAD z SHEET 4 COD TABLE SHEET 30 - SIGHT DISTANCE PROFILES a SHEET 5 COD TABLE SHEET 31 - SIGHT DISTANCE PROFILES U SHEET 8 BLOCK 10 OVERVIEW & OPEN SPACE PLAN SHEET 32 - SIGHT DISTANCE PROFILES SHEET 7 EXISTING CONDITIONS & DEMOLITION PLAN SHEET 33 - SIGHT DISTANCE PROFILES SHEET 8 EXISTING CONDITIONS & DEMOLITION PLAN SHEET 34 - STORM INLET DRAINAGE MAP SHEET 9 EXISTING CONDITIONS & DEMOLITION PLAN SHEET 35 - STORM SEWER PROFILES w SHEET 10 - LAYOUT PLAN SHEET 36 - STORM SEWER PROFILES a o SHEET 11 - LAYOUT PLAN SHEET 37 - STORM SEWER PROFILES v� z SHEET 12 - LAYOUT PLAN SHEET 38 - STORM SEWER CALCULATIONS O SHEET 13 - LOT SUBDIVISION - BOUNDARY & LOT DATA SHEET 39 - SANITARY SEWER PROFILES SHEET 14 - DEVELOPMENT PLAN SHEET 40 - SANITARY SEWER PROFILES SHEET 15 - DEVELOPMENT PLAN SHEET 41 - SANITARY SEWER PROFILES & LATERAL SCHEDULE z 0 SHEET 16 - DEVELOPMENT PLAN SHEET 42 - LANDSCAPE PLAN I- SHEET 17 - GRADING PLAN SHEET 43 - LANDSCAPE PLAN N SHEET 18 - GRADING PLAN SHEET 44 - LANDSCAPE PLAN SHEET 19 - GRADING PLAN SHEET 45 - LANDSCAPE PLAN - TREE SAVE AREA SHEET 20 - CG-12 CURB DETAILS SHEET 46 - LANDSCAPE NOTES & DETAILS SHEET 21 - UTILITY PLAN SHEET 47 - CONSTRUCTION NOTES & DETAILS SHEET 22 - UTILITY PLAN SHEET 48 - CONSTRUCTION NOTES & DETAILS F SHEET 23 - UTILITY PLAN SHEET 49 - CONSTRUCTION NOTES & DETAILS SHEET 24 - UTILITY PLAN SHEET 50 - CONSTRUCTION NOTES & DETAILS 0 z SHEET 25 - ROAD PLAN & PROFILE - FARROW DRIVE SHEET 51 - CONSTRUCTION NOTES & DETAILS SHEET 26 - ROAD PLAN & PROFILE - FARROW TERRACE DESIGNED UVN DRAWN BY: : ARC CHECKED BY: JLT LEGEND EXISTING INTERMEDIATE CONTOUR - - - -332 EXISTING INDEX CONTOUR - 300- PROPOSED CONTOUR �+ EXISTING EDGE OF PAVEMENT - - - EX. EP PROPOSED EDGE OF PAVEMENT EP EXISTING CURB AND GUTTER EX. C&G PROPOSED CURB AND GUTTER CG-6 EX_ 15"RCP EXISTING STORM SEWER s I I s I 11_ 15" RCP PROPOSED STORM SEWER s I I s I I= EXISTING SANITARY SEWER -s s s - PROPOSED SANITARY SEWER PROPERTY LINE EASEMENT LINE CENTERLINE - LIMITS OF CLEARING AND/OR GRADING "�""��""��""��"■ EXISTING SPOT ELEVATION +12.0 PROPOSED SPOT ELEVATION +12.0 EXISTING TREE DRIP LINE EXISTING TREE EX. 15' OAK PROPOSED TREE OAK EXISTING WATERLINE PROPOSED WATERLINE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING WATER VALVE PROPOSED WATER VALVE �. PROPOSED WATER METER O EXISTING REDUCER PROPOSED REDUCER . 0 HANDICAP RAMP (CG-12) DENOTES LOCATION OF STD. VDOT �- CG-12 AND/OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION PARKING INDICATOR 12 INDICATES THE NUMBER OF TYPICAL PARKING SPACES BENCHMARK SOILS BOUNDARY „ PROPOSED STREET NAME SIGN EXISTING SIGN PROPOSED SIGN -� 12 SANITARY MANHOLE IDENTIFIER STORM DRAIN STRUCTURE IDENTIFIER 18 APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT DATE PLANNING / ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VA. DEPARTMENT OF TRANSPORTATION A 2 Tmmj�L' Taggst Lic. No. 22841 r %�56lONAL 8Nc'` O T i Z p r Q J m w a � L LI D- F Q Q a- 06 D_ Q Ir O C) a Ir W F- J W m E-I W x O U DATE: 02-17-2021 SCALE: 1 ":1000' JOB: 8438 SHEET: 1 OF51 2 bhl GENERAL CONSTRUCTION NOTES PLAN NOTES 1. THE OWNER MAY ACT AS THE PROJECT MANAGER OR DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE DURING THIS PROJECT. CONTRACTOR SHALL REPORT DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED. 2. THE DESIGNER HAS CONDUCTED NO STUDIES DESIGNED TO DISCOVER THE PRESENCE OF ANY HAZARDOUS SUBSTANCES ON THIS PROPERTY AND ASSUMES NO RESPONSIBILITY OR LIABILITY RESULTING FROM THE PRESENCE ON ANY SUCH SUBSTANCE. 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES. THIS INCLUDES ALL NECESSARY PERMITS, INSPECTIONS, BONDS, AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH THESE PLANS AS WELL AS LOCAL, STATE, AND FEDERAL POLICIES. 4. PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE RESIDENT ENGINEER OR HIS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY THE CONTRACTOR. 6. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST EDITION) AND THE VDOT ROAD AND BRIDGE SPECIFICATIONS (LATEST EDITION). 8. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERING DESIGN. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 9. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 10. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. EARTHWORK. DRAINAGE. & SITE CONDITIONS 1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR BE NO GREATER THAN 2:1. 2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THE FILL. 3. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. 4. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VDOT ROAD & BRIDGE STANDARDS (LATEST EDITION) UNLESS OTHERWISE STATED WITHIN THE PLANS.. 5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, AND IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS. 7. IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE PROJECT MANAGER AND ENGINEER BEFORE FINAL GRADING COMPLETION FOR ADVICE AND CONSENT. UTILITIES & DRAINAGE SYSTEMS UTILITIES 1. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT CONTRACTOR'S EXPENSE. 2. THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES. CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE NON-EXISTENCE OF UTILITIES. AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION CONTRACTOR SHALL NOTIFY MISS UTILITY 1-800-552-7001 AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, POWER, PHONE AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES LOCATED, AND TO HAVE THEM REMOVED OR RELOCATED OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE RESPECTIVE OWNER IF THE METHOD OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE RESPECTIVE UTILITY'S RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES SHALL BE BORNE BY CONTRACTOR UNLESS INDICATED OTHERWISE. CONTRACTOR SHALL EXCAVATE TO LOCATE BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICAL ADJUSTMENTS TO ITS WORK AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH UTILITIES. 3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS. 4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM AND SHALL ONLY OCCUR WITH THE KNOWLEDGE AND PERMISSION OF THE SERVICE'S OWNER OR AUTHORITY. 5. THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR. 6. ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE PERFORMED BY THE CONTRACTOR. CONTRACTOR SHALL KEEP A 'REDLINE" SET OF PLANS DOCUMENTING ALL SUCH AS -BUILT REVISIONS. DRAINAGE SYSTEMS 1. CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED. 2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE. 3. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE PROJECT MANAGER BEFORE BEING BACKFILLED OR BURIED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH INSPECTION. 4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS. 5. REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR UNLESS NEGOTIATED OTHERWISE BEFORE PROJECT BIDDING; AND IF NOT SALVAGED FOR RE -USE, SHALL BE DISPOSED OF LAWFULLY. 6. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL PRIOR TO FINAL ACCEPTANCE. 7. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 8. ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM THEIR PRE -CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED, EXTENDED OR OTHERWISE ROUTED USING MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH A WAY THAT THE NEW DRAINAGE PATTERNS ARE ACCEPTABLE TO ENGINEER AND THE PROJECT MANAGER. CONCRETE & ASPHALT 1. ALL FORMS SHALL BE INSPECTED BY THE PROJECT MANAGER OR HIS REPRESENTATIVE BEFORE ANY CONCRETE IS PLACED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO REMOVE AND REPLACE CONCRETE PLACED PRIOR TO OR WITHOUT SUCH INSPECTION. 2. ALL MATERIAL INSIDE FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS AND OTHER LOOSE DEBRIS. SUB -BASE MATERIAL SHALL BE COMPACTED BY MECHANICAL MEANS. 3. CONCRETE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 DEGREES FAHRENHEIT (F) IN THE SHADE AND RISING. 4.1/2" PREMOLDED EXPANSION JOINT MATERIAL SHALL BE PLACED AT A MAXIMUM OF 30' INTERVALS ON NEW SIDEWALK, CURB, CURB & GUTTER, AT EACH END OF DRIVEWAY ENTRANCES, AT EACH END OF HANDICAP RAMPS, SOME POINT ON ENTRANCE WALKS AND STEPS ADJUSTMENTS, AND ALONG BUILDINGS AND WALLS WHERE NEW CONCRETE SIDEWALKS ARE PLACED AGAINST THEM. 5. ALL EXISTING CURBS CURB & GUTTER SIDEWALK AND STEPS TO BE REMOVED SHALL BE TAKEN OUT TO THE NEAREST JOINT. 6. EXISTING ASPHALT CONCRETE PAVEMENT SHALL BE SAW CUT AND REMOVED AS PER THE SPECIFICATIONS. REMOVAL SHALL BE DONE IN SUCH A MANNER AS TO NOT TEAR, BULGE OR DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL, ALL CUTS SHALL BE PARALLEL OR PERPENDICULAR TO THE DIRECTION OF TRAFFIC. 7. DISPOSAL OF ALL EXCESS MATERIAL IS THE RESPONSIBILITY OF CONTRACTOR. 8. SEAL (TACK) COAT SHALL BE APPLIED IMMEDIATELY BEFORE ASPHALT IS LAID AND SHALL EXTEND ALONG THE BURIED VERTICAL EDGE OF CURBING UP TO THE ELEVATION OF THE TOP OF THE ASPHALT LAYER. TRAFFIC & SIGNAGE 1. ALL 'NO PARKING" REQUIREMENTS SHALL BE PROVIDED BY CONTRACTOR WITH APPROVAL OF THE PROJECT MANAGER. 2. CONTRACTOR SHALL PROVIDE NECESSARY REFLECTORS, BARRICADES, TRAFFIC CONTROL DEVICES AND/OR FLAG PERSONS TO INSURE THE SAFETY OF ITS WORKERS AND THE PUBLIC. TRAFFIC CONTROL SHALL BE DONE WITH THE KNOWLEDGE AND PERMISSION FROM THE STREET'S OWNER OR AUTHORITY. 3. CONTRACTOR SHALL MAINTAIN SAFE AND PASSABLE PUBLIC ACCESS TO PROPERTIES AND THE PUBLIC RIGHT-OF-WAY DURING CONSTRUCTION. ACCESS FOR EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES. 4. EXCEPT AS OTHERWISE AUTHORIZED IN WRITING BY THE PROPER AUTHORITY, THE WORK SHALL BE COORDINATED AND PERFORMED IN A MANNER SO THAT ALL EXISTING FIRE HYDRANTS SHALL BE ACCESSIBLE AT ALL TIMES DURING THE WORK. 5. CONTRACTOR SHALL NOTIFY AND GAIN PERMISSION FROM THE PROPERTY OWNER(S) TWELVE (12) HOURS IN ADVANCE OF BLOCKING ANY ENTRANCE. NO ENTRANCE SHALL BE BLOCKED FOR MORE THAN TWELVE (12) HOURS IN ANY 24 HOUR PERIOD WITHOUT APPROVAL OF THE PROPERTY OWNER, EXCEPT WHERE NEW ENTRANCES ARE CONSTRUCTED. 6. WITHIN 24 HOURS OF THEIR REMOVAL, CONTRACTOR SHALL REPLACE MAILBOXES, STREET SIGNS, TRAFFIC SIGNS, AND THE LIKE THAT ARE REMOVED FOR CONSTRUCTION. PERMANENT OR SUITABLE TEMPORARY ITEMS WILL BE USED AS THE STATUS OF WORK PERMITS. PERMANENT OR TEMPORARY STOP SIGNS MUST BE IN PLACE AT ALL TIMES. COSTS SHOULD BE INCLUDED UNDER THE VARIOUS UNIT BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE. CONTRACTOR RESPONSIBILITIES REGARDING ADA COMPLIANCE 1. CONTRACTORS SHALL PERFORM WITH REQUIRED CARE AND PRECISION IN CONSTRUCTION OF ADA (ACCESSIBLE) COMPONENTS AND ACCESSIBLE ROUTES WITHIN THE SITE. THESE CONSTRUCTED PRODUCTS AS THE CONTRACTOR LEAVES THEM MUST COMPLY WITH ALL APPLICABLE STATE AND LOCAL ACCESSIBILITY LAWS AND REGULATIONS AND THE CURRENT ADA AND/OR STATE ARCHITECTURAL ACCESS BOARD STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, INCLUDING REVISIONS OR UPDATES. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE(S) FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE OR EXIT, MUST COMPLY WITH THESE ADA OR ACCESS BOARD CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: 1.1. HANDICAP PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.07.) IN ANY DIRECTION. 1.2. RAMPS (CONCRETE OR OTHERWISE) - SLOPE MUST NOT EXCEED 1:12 (8.37) FOR A MAXIMUM OF SIX (6) FEET. 1.3. LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.07.) IN ANY DIRECTION. 1.4. ACCESSIBLE ROUTE PATH OF TRAVEL - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (ENCROACHMENTS SUCH AS CAR OVERHANGS OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 (5.07) FOLLOWING THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.087) FOR CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.07), RAMP SPECIFICATIONS (ABOVE) MUST BE ADHERED TO. MAXIMUM SLOPE OF 1:12 (8.37), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. RAMPS MUST HAVE ADA HAND RAILS AND LEVEL LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DIRECTION (1/4" PER FOOT OR NOMINALLY 2.08%) FOR POSITIVE DRAINAGE. 1.5. DOORWAYS ALONG ACCESSIBLE ROUTES - MUST HAVE A 'LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.087) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICCANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY CODE.) 1.6. IF PROJECT INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF THAT WORK. IMPROVEMENTS PLACED BY THE CONTRACTOR MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS. 1.7. CONTRACTOR SHALL VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON -CONFORMING CONCRETE. 2. CONTRACTOR IS URGED TO REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE AFTER FORMS ARE SET AND PRIOR TO COMMENCEMENT OF CONSTRUCTION OR IMPROVEMENTS. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN AN EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE- CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TEST PERFORMED ON THE SUBGRADE 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. 3. 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. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT 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. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9 (A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER OR DESIGNEE THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. 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 VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS 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 (VDOT). THIS PLAN 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 COUNTY. 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 CFR 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 SUBGRADE 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. 6. 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. 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY VDOT. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. THE CONTRACTOR SHALL FIELD VERIFY THE LENGTH OF ALL STORM DRAINAGE PIPE. 8. 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 VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT 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. 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A,B OR C). 10. WHERE RURAL CROSS SEC11ONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY. 12. A MINIMUM CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. ADDITIONAL CLEAR ZONE MAY BE REQUIRED DEPENDING ON THE CATEGORY OF ROAD DESIGN. 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. THE CROSS SLOPE SHALL BE MAINTAINED AS SHOWN ON THE PLANS. EXCEPTIONS WILL NOT BE ALLOWED. 14. ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGNS, ETC.) ARE TO BE FURNISHED AND INSTALLED BY THE DEVELOPER PRIOR TO ACCEPTANCE SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL" AND THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. THE LOCATIONS OF ALL SIGNS ARE SHOWN ON THE PLANS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE STATE SECONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE DETERMINED BY VDOT PRIOR TO ACCEPTANCE. THE SPEED LIMIT IS TO BE POSTED 5MPH BELOW THE DESIGN SPEED. 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 16. 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. 17. USE VDOT STANDARD CD-1 OR CD-2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS. 18. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT INSPECTIONS AND ARE TO BE ACCEPTED INTO VDOT'S MAINTENANCE PROGRAM AND OWNERSHIP. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT AND/OR COUNTY INSPECTOR PRESENT. IN ADDITION, IF HIGH -DENSITY POLYETHYLENE (HDPE) PIPE OR PIPE SYSTEM IS INSTALLED, THE CONTRACTOR AND A REPRESENTATIVE FROM THE PIPE MANUFACTURER SHOULD HOLD A PRE- CONSTRUCTION MEETING FOR INSTALLATION TRAINING. THE PIPE MANUFACTURER SHOULD SPEND A MINIMUM OF TWO HOURS ON THE JOB SITE DURING THE INITIAL PIPE INSTALLATION. CONTRACTOR'S RECORD DRAWING REQUIREMENTS CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ANY CHANGES SUBSTITUTIONS, ALTERATIONS, VARIATIONS OR UNUSUAL CONDITIONS ENCOUNTERED OR IMPLEMENTED WHILE ENGAGED ON THIS PROJECT. THESE RECORDS SHALL BE IN THE FORM OF 'REDLINES". 'REDLINES" SHALL REFER TO THE CONTRACTOR'S HAND ANNOTATIONS USING RED COLORED PEN/PENCIL TO DEPICT ACTUAL CHANGE, SUBSTITUTION, OR CONDITION. PRIOR TO CONTRACTOR REQUESTING PARTIAL OR FULL PAYMENT, CONTRACTOR SHALL PROVIDE THE OWNER WITH AN UP-TO-DATE CONTRACTOR'S RECORD DRAWING. SPECIFICALLY, THIS SET OF PLANS, ISSUED TO THE CONTRACTOR AS FINAL CONSTRUCTION DRAWINGS, SHALL BEAR THE 'REDLINE" MARKINGS LISTED BELOW AS WELL AS THE CONTRACTOR (AGENT OR SUPERINTENDENT) SIGNATURE AND CERTIFICATION BELOW: 1. REDLINES SHOULD ALWAYS BE ACCURATE NEAT, LEGIBLE, DATED AND REASONABLY SCALED. 2. ADD LARGE RED LETTERS TO TITLE SHEET WITH 'CONTRACTOR'S RECORD DRAWING' INCLUDING CONTRACTOR'S NAME, DATE, AND OTHER RELEVANT INFORMATION 3. CONTRACTOR'S REPRESENTATIVE OR SUPERINTENDENT SHALL INITIAL EACH SHEET. IF A SHEET HAS NOT BEEN CHANGED AT ALL OR NO MARK HAS BEEN ADDED, LABEL THE SHEET ONLY 'NO CHANGES' 4. IF A SHEET HAS BEEN CHANGED OR MODIFICATIONS HAVE BEEN ADDED, LABEL IT 'REVISED' 5. USE WRITTEN EXPLANATION TO DESCRIBE CHANGES. REFER TO SPECIFIC ACTIONS INSTEAD OF REFERENCING CHANGE ORDER NUMBERS OR RELATED DOCUMENTS 6. USE CLEAR LETTERING 7. NEVER REMOVE OLD VALUES OR DETAILS, JUST REDLINE OR "X" THROUGH THEM. IF THERE IS NO ROOM FOR THE NEW VALUE, YOU CAN GO TO THE SIDE AND REDLINE THE REPLACEMENT VALUE. 8. PROVIDE THE REDLINE DETAILS OF CHANGES OR ADDITIONAL INFORMATION, INCLUDING BUT NOT LIMITED TO FABRICATION, ERECTION, INSTALLATION, LOCATION, SIZING, MATERIAL, DIMENSION, ADDITIONS, RELOCATIONS, SUBSTITUTIONS, ETC 9. BE SPECIFIC WHEN MAKING NOTES TO UNDERGROUND UTILITIES, SHOWING EXACT LOCATION, DEPTH, AND MATERIAL USED (EXAMPLE: SEWER LATERALS) 10. PROVIDE ALL NECESSARY INFORMATION OF CONTRACTOR'S DESIGNED SYSTEMS OR SUBSTITUTIONS 11. CROSS OUT ANY PLAN REFERENCE TO "APPROVED EQUAL" AND REPLACE WITH ANY SPECIFIC INFORMATION OF VARIANCE USED DURING THE CONSTRUCTION PROCESS 12. ANY CHANGES IN INVERT ELEVATIONS, GRADE MODIFICATIONS, SLOPES, AND RELATED INFORMATION ON PIPING UTILITIES, EARTHWORK, ETC. SHALL BE REDLINED. 13. RECORD ALL UNEXPECTED OBSTRUCTIONS, COMPLICATING FACTORS, UNSUITABLE CONDITIONS FOUND IN THE PROJECT AREA INCLUDING ROCK, UNUSUAL TOPSOIL CONDITIONS, BURIED DEBRIS, ETC. 14. ATTACH OR INCLUDE ANY SHOW DRAWINGS OR SUPPLEMENTAL INFORMATION TO THE CONTRACTOR'S RECORD DRAWING 15. CHANGES MADE AS A RESULT OF ANY REGULATORY OR OWNER INSPECTION PROCESS CERTIFICATION STATEMENT: THIS HAND -MARKED SET OF DRAWINGS HAS BEEN 'REDLINED" TO PROVIDE ACCURATE DETAILED RECORD OF ANY SUBSTANTIVE CHANGES TO THE APPROVED DESIGN DRAWINGS. ANY ITEM NOT 'REDLINED" ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO BE 'CONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWN". NAME, TITLE FOR: DATE (CONTRACTOR) A r U o m w 5 cn o U -° Z zUN O 0(D JJ> rn Q rn ir Lu _ DU a6 m y w w UQ ir Q JZ vU Z( CE_ to > o O Z rn aW N� w w Q Z Q > o UU Lu O_ J LLi U) H r CO > U) Oazw o0 0) 0) m U z 0 m u V 0 0 z0 O z p� 04 z 0 a V w 0 a 0 0 z O$��PyTH pp `r'p4' Jimmy L. Taggart Lic. No. 22841 W0 � &&ZONAL E4 Q z O ¢ T w Z U T a Q O J W w m m Q LL Ew LU D_ z J U) M z F Q Q o = N U A 12 06 D U Q Ir � U) Op Q° � J W a Ir w J N w m Q 2 O DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: NA JOB: 8438 SHEET: 2 OF51 wo a 0 0 0 0 0 I \ U o w �o ° U O0(0 7 �U' N zY> a° j Lu J o UU co a� m az =w 0 wo U o- o- ¢ TABLE SHOWING APPROVED ZONING DENSITY AND UNITS TO DATE � _ J Z v U z � � �� WLL � o x Gn oz N� a w U N w ¢ z J > O a a v J J >�> =Zw O a0 �/ o0 o W w Q �a- M_ rn U Z 0 w 0 w a 0 oZ Z 0 a U u w 0 a 0 0 Z DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT Pt,,T//H/%/�'F• DI�c2. /moo^��� U � 7 !' 9 Jimmy L/,Taggart ic. No. 228, W4 �oFESS1ONAL EN�'l�`v z O Cl T > Y W U Q T z O J J W a m U Q M Q W W D_ z a J Cn M �<< E- 5_(0 Qo 06 U W D_ Q W D Op Q° `� W m a 0 Lj APPROVED REZONING BELVEDERE MAXIMUM RESIDENTIAL DENSITIES BELVEDERE MINIMUM RESIDENTIAL DENSITIES ACTUAL TO DATE TABLE 1 TABLE 2 CARRIAGE BLOCK BLOCK AREA AREA (AC) SFA 1 APT.1 CARRIAGE HOUSE BLOCK GROUP AREA (AC) SFA 1 APT.1 CARRIAGE HOUSE pglpG BLOCK TOTAL COMMENTS GROUP SFD TOTAL DENSITY SFD TOTAL DENSITY GROUP (AC) SFD SFAITH APT.IMF HOUSE UNITS DENSITY TH MF UNITS TH MF UNITS MIN MAX MIN MAX Proposed Commercial 1 15.08 0 0 12 0 12 0.80 1 15.08 0 0 0 0 0 0.00 1 0.00 0 0 0 0 0 0.00 Complete Building -Senior Center Belvedere Block 2 Site 0 0 294 0 Complete plan DB 3846 PG 531 2 26.83 0 20 302 0 322 12.00 2 26.83 0 19 218 0 237 8.83 2 19.59 321 16.39 Belvedere Town Center platting complete, butstill DB 4094, PG 378 0 19 8 0 under construction Belvedere Ph. 1 plat 3 12.48 25 0 0 14 39 3.13 3 12.48 25 0 0 14 39 3.13 3 11.87 25 0 0 14 14 39 39 3.29 complete DB 3545 PG 54 Belvedere Ph. 1 plat DB 3545 PG 54 &Plat 7.56 14 11 0 9 9 34 34 incomplete 4 16.68 34 11 0 26 71 4.26 4 16.68 28 11 0 19 58 3.48 4 showing lots A thru K 4.26 Belvedere Ph. 2B Platting Complete, under DB 5169 PG 566 9.12 20 0 0 13 17 33 37 construction Belvedere Ph. 1 27 0 0 12 12 Complete DB 4539 PG 586 5 6.86 34 0 0 24 58 8.45 5 6.86 29 0 0 16 45 6.56 5 6.76 50 53 7.84 Belvedere Ph. 2A-1 Planing Complete, under DB 4397 PG 72 7 0 0 4 7 construction Belvedere Ph. 1 plat 6 9.32 28 9 0 14 51 5.47 6 9.32 28 0 0 11 39 4.18 6 10.24 28 8 0 10 10 46 46 4.49 complete DB 3 PG 54 & plat of 6A Belvedere Ph. 2A-1 plat Plaiting Complete, under DB 4539 PG 386 7 0 0 4 7 construction 6.68 Belvedere Ph. 2A-2 plat Platting Complete, under 7 8.72 36 0 0 32 68 7.80 7 8.72 30 0 0 23 53 6.08 7 DB 4397 PG 72 22 0 0 16 22 59 68 7.80 construction Belvedere Ph. 2B Platting Complete, under DB 5169 PG 566 2.04 7 0 0 3 3 construction Future Development- Future Development- 8 7.90 27 16 0 26 69 8.73 8 7.90 22 0 0 20 42 5.32 8 Phase IIC 0.00 0 0 0 0 0 0 0 0.00 Phase IIC Belvedere Ph. 1 plat 3 0 0 incomplete DB 3545 PG 54 8.01 Belvedere Ph. 2A-1 plat Platting Complete, under 9 9.41 23 0 0 0 23 2.44 9 9.41 23 0 0 0 23 2.44 9 DB 4539 PG 386 8 0 0 0 23 23 2.44 construction Belvedere Ph. 2A-2 plat Platting Complete, under DB 4397 PG 72 7 0 0 construction Belvedere Ph. 2B Platting Complete, under DB 5169 PG 566 1.40 5 0 0 construction 10 93.40 48 2 0 10 60 0.64 10 93.40 48 0 0 0 48 0.51 10 Phase IVA-2 - DB 5289 0.30 0 2 0 0 0 2 2 6.78 Proposed Phase 3 pg 658 TOTAL 206.68 255 58 314 146 773 3.74 TOTAL 206.68 233 30 218 103 584 2.83 TOTAL 83.57 180 40 302 85 101 607 623 7.46 TOTAL DATE: 02-17-2021 SCALE: N/A JOB: 8438 SHEET: 3 OF 51 I \ SHEET INTENTIONALLY LEFT BLANK FOR DENSITY TABLE. SPECIAL EXCEPTION HAS BEEN SUBMITTED TO ALLOW FOR TOWNHOUSE UNITS. TABLE WILL BE INCLUDE WITH THE NEXT SUBMISSION WE a 0 0 0 0 U o �J m 11�11 w U o O Z ZON 0f9 :jY< M J Qi OU a� m yirZ =w Old 0(A wO D U MQ JZ vU ZU C7 ° Ir > ^� xwo Z vs o (E> o� fL N W N W Q U) Z J > O co a J } > O W Oa0� oW o W w � U Q rn= rn U Z O a cc U w 0 H 10 Z O a ac N 0 H 0 O Z oD �,G� �JitW4A�o}`v Q Z C) Ir T > Y W U a T Q J w m m U a w�° a- co Q Q o E = N c9� o 0 W a_ Q W X OpQ° m J / w L1w W Q 2 O Ir DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: N/A JOB: 8438 SHEET: C OF 51 I \ SHEET INTENTIONALLY LEFT BLANK FOR TABLE 4 OF THE ZMA. SPECIAL EXCEPTION HAS BEEN SUBMITTED. TABLE 4 WILL BE INCLUDE WITH THE NEXT SUBMISSION. WE a 0 0 0 0 U o �J m 11�11 w U o O Z ZON 0f9 :jY< M J Qi OU a� m yirZ =w Old 0(A wO D U MQ JZ vU ZU C7 ° Ir > ^� xwo Z vs o (E> o� fL N W N W Q U) Z J > O co a J } > O W Oa0� oW o W w � U Q rn= rn U Z O a cc U w 0 H 10 Z O a ac N 0 H 0 O Z oD �,G� �JitW4A�o}`v Q Z C) Ir T > Y W U ir T a Q J w m m U a w�° a- co Q Q o E = N c9� o 0 W a_Fr Q W X OpQ° m � J / w L1w W Q 2 O Ir DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: N/A JOB: 8438 SHEET: 5 OF 51 ra _j _ L—` \ 1 \ \1 / ' / 00/ / /'/ ///(/( / /' / ��__`__\ \\ — ice' /' ,' j/'/�— --\_—_ \� \\\ \\ \\ \\\ \ \ _/' l / l �I ' /' ' /J �/ l_r�—/' —_--- \ \ \ \ \ \ \ a > L / / ♦ / / 1 / / / / / - - ZMA PRESERVATION / - \ \ \ / / / / / - - \ AREA TYP \40 \ \ 1 \ \ I \ 1 \ \ \ \ \ / / / / �♦ f / / / / / / / / / \ _ _ / - - - / . / / / / ZMA CONSERVATION \ \ - ` \ \ \ I / l / ♦ ( /// j--- r / / / - - - /^ / /' iAREA TYP ALBEMARLE COUNTY PRESERVED SLOPES \ \ \ - / / / / / / / ------^/--/ // / / /J (TYP) PROPOSED SECONDARY '\\ L\ \\ \\ 4��_— \ ALBEMARLE COUNTY ILI ACCESS LOCATION \ \ \ \ \ / \ \ / / PRESERVED SLOPES \ \\ \ \ � mil/ \\ / / \ \ \ \ \/ \ i. \\ \ TYP TYP 62C--7-E -A\-�- /-' / NIP NEW BELVEDERE INC-__ '-%/\ / \\ \\ \\ \ '- -\. --�� / ® s /J / \� \\\ J/ \\ \ ZMA CONSERVATION ,�® // /^� _� // / / /v_ �44� DB 519; PSG i62 --___ =_f AREA (TYP)-1. co� — \ \ \ \ 1 I I I I NMD ZONING LINE \ NEW BELVEDERE INC PROPERTY LINE, / / / / 1 \\ \ / -/ TMP 62A3-1 ��- — — W A \\/7 1 VACANT \ \ \\ J/ / / r ZONING: NMD Y\\N� \ � / 1 / J -I I -90.78 ACRES\ \°��i\� TMP62G-07-246 &TMP62G-07-245 \W \� \ ARE EXISTING LOTS BUILD WITH \� \\ BELVEDERE PHASE IV-2. THESE TWO LOT ARE INCLUDED IN THE DENSITY ` \ \,\ CALCULATIONS FOR BLOCK 10 \ \ I\ Z? EI ,/ \ \ y pP�� /�' � -- s / ';r , I BEGIN SIDEWALK & CURB CONSTRUCTION[. �\ \ /� �� , \ �—- / �-PROPOSED WATERLINE R� \ \ / �\ EXISTING TREELINE < r ®® - // � G \ \ �� -- CONNECTION POINT S 1 r F� \ ®®®® ~\ 2 Q ���(•y,V/v0=�/� //) - SNP' 1 \ ) //--/ /---'\v/ ® —/-\ —� S� EXISTING SECONDARY ACCESS / / - - - - - \ _ - _ - _ J _ - ® r \ \ W �c, ; s I ~gym r �\, BEGIN PAVEMENT CONSTRUCTION \ ROAD FROM BELVEDERE PHASE 5 / / / f - \I / � O \ ,1 s \ \ TO BE RELOCATED PER THIS PLAN \ y 4.`-\\ \\ \ \ \ \\\� \ )I f S r-\ - \ \ `\\� '1 -// c tu BEGIN SIDEWALK — w' AND CURB \ \ \ \ I / J / ,' /— \\ \-- / Z / ! BM ELEV.= 455.10 414 Right Front Bonnet Bolt on Hydrant IN LEGEND LEGEND PRESERVATION EASEMENT DB. 5277 PG 305 ALBEMARLE COUNTY STEEP SLOPES OVERLAY -MANAGED ALBEMARLE COUNTY STEEP SLOPES OVERLAY - PRESERVED ZMA CONSERVATION AREA ZMA PRESERVATION AREA ® 95 SOIL LINE TYPE (SOIL TYPE) BTL: BUILD -TO -LINE OS: OPEN SPACE 60 90 CONSTRUCTION b/ ` CURB, GUTTER, & SIDEWALK TO BE \ `\ Q V REMOVED & BUILT DURING \ \ \ \ \ \ \ \ ZMA CONSERVATION 1 \ / CONSTRUCTION OF BELVEDERE PHASE \ \ \ \ ) I I AREA (TYP) " \\ 5 SUB-2019-00170 AND NOT " INCLUDED AS PART OF THIS PLAN \ \ \ \ l 1 I — ^ \ \ \ \ \ � � EXISTING CURB, ��\ ALBEMARLE COUNTY MANAGED SLOPES GUTTER, &(TYP) / / SIDEWALK TO BE REMOVED & ` J, REBUILT PER THIS PLAN I do -of ♦/ . .a\/\.. \ \ \ \ \ \ \ \ \ \ \ \ -� \\ \ I ALBEMARLE COUNTY \ . ? ?.� ♦l \ \� /\I f \ \� ` _ J - \ \ PRESERVED SLOPES \� \ �~�.� \ �o� \ \ \\ \ \ \ \ \ \ ~ \\ 1 (TYP) FOWLER STREET TO BELVEDERE ��/ PHASE 5A DEVELOPMENT. SUB-2019-00170 TMP 62-16D \ N/F BELVEDERE LAND HOLDINGS LLC \lY�. _DB 5088 PG 605 \® �..\\ \�\ 1 \ 1 \ \ \ \ I \ J - \\\ — \\ \ \ \ \ \ \ \ J /"\ \ \ \ \\ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ r \ \ \ ALBEMARLE COUNTY IPRESERVED SLOPES �(TYP)\ �^` \ \- Zee • \ \ \ \ \ \ \ \ \ \ J 7U g A m w �o OZ z�N O(0 �Y� 2 tf)J Go H0) taw U T Qyi OU ¢cr) m "0 (_ Z C) a O a5 0 0 O �Q J Z v U z0 !r (> N W(5 LL Z O i N V aw W N w Q� z J > O /1 v ai W a } > =zw O a0 °0 w m= rn U z 0 a u U w a 0 y Oz z 0 a ac N 0 w a 0 z z P1,THO''F p U / Jimmy L. Taggart Lic. No. 22841 W4 A�OFESSIONAL E��'1}`v a z O ¢ T > �y Y J a Q O _j w E- m U a o co Q 0 w w D_ Q F Q Q o c, = N o zo U E- Q � Z 0 X c o Q W ~ < z i w E" J � W (5 m a w DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: 1 "=30' JOB: 8438 SHEET: 7 OF 51 I LEGEND PRESERVATION EASEMENT (D W DB. 5277 PG 305 w W SLOPES COUNTY STEEP ''= VSLOPES OVERLAY -MANAGED ! W SLOPES COUNTY STEEP Z SLOPES OVERLAY - PRESERVED J `Y F\ \ ZMA CONSERVATION AREA � � \ / ®® ✓� / / � ( \ r I 1 / / / I \ \ \ ` \ _ _ _ _ — — \ \ � \\ \ \ \ \ \ � ZMA PRESERVATION AREA 11jIATQALINF�_ SHMT 8 Mill I 1 \ 95 SOIL LINE TYPE (SOIL TYPE) BTL:BUILD-TO-LINE OS: OPEN SPACE /A I,\1 l m / \ \ \-/mil \\\ \`��---- \\\\ \ \\\ \ \\\ \\\\` \--- ----\\ `\\ \ i \\I 11 I 11 \I 30 0 30 \�\\\`\\1,\1\\ \ \\\�< \\\\ �`~\\` `_�\I -\\ -\/\I \\ \\^\\\-�\_\\\`\\\\\/\\\1 '` -\/ -\_-\'- `\ �\\\\,"\r ^� \J ,\\\—\ \ j �\\�-�_\/-�-\ \\�_\�/''/ -�`^�/�\�1�� \/\�-/\\ \- ��\\\/ \'/�� \\��\ \,—/���\/,\ � / \ \ /—\�` /\� \/ / \'\/ �'�/\1\\\/ -//\ -\ '\/ \ \\\\'\-/ \\\\ \��� \ ! �\\� \\- \\ \�� \� \\\\� \) \ \\ \\ \ \ \\ \\ \\ \ \\\ \ \\\1_\���\\ �- \\_� �\\\\ `_�/\\_\\/ \\_ /\ \\\— �--\\\/\\/�/ \ /_-/\/ '\�\/ _//_—'\ '\ GG/,—//-/_\//\/ //ll/ \ / \-/ // ' /J/// /// �// \ / /I/ //\ // / /J\ /////t\%�/\/ / / // // { �// /\/ / %\///\//\/ / /)/ 1 / / \//\ // ///'/ / / /�// /// \ // /�\I/ �/o/�1\�\ / �\/ \\//{ \ // //(I1/ / 1// 1 /� �/\ I /r{/�\ /\/ Il/{\-/ I /'/ /I /\/(/ / �\ / / / \1\/ \-// /\ I/ 1 \ \\/ \�/ / r \/�� I\ C I /� \\\/ /// 'l///\/ // \ I/ //\� /\,\ \1�\ \�\�_\\ \\\ \ \ \\ \ \ \\\ \ \\y\\\ \ \\1 \ \ \ \ \\\\\°l\ \ \\\\ \\\ _I \\\ \I 1 \\ �/\ \ \�� \ - \ \ \ \I— \\ I -\\ \\\-�\l \ \�\ .— I \\ _-\ -\\\®l �\�\\ \\ \\\ \'-\I I \ '\1 \�\_ \\-\,z -\\\\®1\I \ \\ \-\-\ ,I\`�\�\- ®\ _ �\_1,�\\\-\\ \\_ _ �-\- \-�\- \_\\\\\ �\ � \ -�■ ��\ _-`\�_�1`®`-•-1 -\ \-�®\_\-�/ _�\_J-� �<®_-- �-_ti-_- '/-�\�_\ -- � -� '/- \1�// -��' / _~ �i-/�/-\/' //�/////�� �r/// _� ~ / �//�/_- / //-///J ! //� /////-//// J / / ///'/'/ //////�-/� /� `' '/ s/l �IpI//� �I/ I /1 /'�I /\ �// /JI I / '/- / / l/ '/ ,// J OI / / �/G /�/JI/\// 0I�// /I'�//�/'/ /l"I�I /I / , //l I 1/% I�i /�11//' / /� // \ //' - f //-/I//r //-� ' /�J-_- //J- f / ® /\__ //®�/�-_\-® //- �� ,-� _-/\ /- \ �-�® _///-'\�/� _-\' _�-l'/_r� -__ _\_/��\/_/ y-� -\/-_- -�r���-/ /•�_�-I�_I _\\/�__r-/�, \�, -�- �\�_-/-- /J-\ \ __-'�/,-�\^J- J�\ 1_ �_ \ \\J /- '\/\\�_\� - /-\\-\ \\-_ __\.� .\\—\\ ��\\-1\-\®',. \ —-/\\- \ __ ��\r�\®\''— - l `\ (\\/-\ \ � \\-\/ \,`_ _\ \�\ \\'\\ —-\ -\\ .--\®-�� \\r \ \\--\\t\- �/ \\\--_—� \�`-\\�\\\`- \�\\ \\ `` ® \ �\_\\ -\- .� \__\\�\-\\\ — 0 Ilk i�l �/ / iII/ ♦ Jj/;\I'�f � III//\I)) I/I1 i I/I /`1I j/\II�/I /� I 1��\I /III1 I I I/�1 IIIII I I I / I 9/// I/I 1/I{0 SCALE: I"=30' cy- \�so\ _®® r _�- PRESERVATION EASEMENT DB 5277 PG 305 � / \\ I � ZMA CONSERVATION AREA (TYP) � ALBEMARLE COUNTY PRESERVED SLOPES TYP \ - ------_-----JJ 100 YR FLOODPLAIN (TYP) � 19 388- -\ 56 /ALBEMARLCOUNTY LOPESMAAGEDS TYP - --- �I �I �i}II 1 I1l / /A) zU o w m o _rn O Z zW O(O �Y� 2 J Go HO) 2aw U T �1 Q J = Qyi 00 a� m "0 a Z C) a O a5 M 0 0 W 0< �< a J Z v U Z0 T h� ¢_ v �> o h.j O o F+1 W Z W Z O i N V a °C ry� W N w Q7; Q O Z J > U /1 u) W a >_ > _mow O a0 oW O W w mIr rn U z O a a U w a 0 y Oz z O a a N 0 w a 0 0 z Jimmy L. Taggart Lic. No. 22841 W4 A�OFESSIONAL 1}`v a z O �_ T i �y Y w a J Q O � In m U Q CD Q co Ir W W w D_ O Q H Q Q o � = N o zo U E- Q � Z Q X E O Q ww ~ < z / W E- J co w m Q W cl DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: 1 "=30' JOB: 8438 SHEET: 8 OF 51 DO L LEGEND 100 YR FLOODPLAIN PRESERVATION EASEMENT �-- ✓ DB 5277 PG 305 — — — _ '� — �\ — ALBEMARLE COUNTY STEEP ` W ✓ ` / / / / / / / / / / ` \ / / i — _ — — _ \ SLOPES OVERLAY - MANAGED _ ' — / — ALBEMARLE COUNTY STEEP PRESERVATION EASEMENT _ — DB 5277 PG 305 _ — — — _ — _ \ SLOPES OVERLAY -PRESERVED / / _ — / _ / r /, /--// / \ 1\ IJ II /'//'�//// j/'/i// �i-- ZMA PRESERVATION AREA ZMA PRESERVATION AREA TYP 95 SOIL LINE TYPE (SOIL TYPE) I \ BTL: BUILD -TO -LINE \ OS: OPEN SPACE _----- —\ J \—/ --^\\ 30 0 30 60 90 SCALE: 1'= 30/ 1 ALBEMARLE COUNTY PRESERVED SLOPES (TYP) \\®®� t\\ L/ /� r✓/ , \ \\ \ \\ l \ \\ \�® \\ \ \—� — / I / ALBEMARLE/CO NTY MANAGED SLOPES / l I I I I \ 39w \ \ \ \ \ \ \ \ \ 1 \ \ 1 \ / / \ \ \ \ \ \ \ \\ \ \ (TYP) I \ \ \ \ \ \ \ \ \ \ \ \ '9O� r ® ®®ZMA ® �/^ \ ( / \1 ~O�Y l / / / / \ // / / (/ I \ AREA COTN\SSERVATION \ \\ \\ \\\ \ \ \ \ \ \ \ \ / \ ALT--\ is MATCHLINE SHEE7 0 0 II \ ~ \ Z J 2 U CQ L i m w m o _rn O Z ZON 0(O �Y� 2 tf)J H0) maw U T �1 Q J = Qyi 00 a� m "O IL =W a O w w 0 0 0 �Q J Z v ZU 0 wCE (5 N w(5 V] O Z N d w V W N W Q � z J > O /1 va W a >- J > = 0 V) Oaz� ,./ ° o W w m= rn U z 0 K U 0 w a y � O z A4 z 0 a a N 0 w a 0 0 z �P�cx of vl�� Jimmy L.Taggart Lic. No. 22841 W4 A�OFESSIONAL a z O ¢ T > �y Y J a Q - � o m Lu In U a o co Ir Q 0 W w D_ O Q Q Q o c, = N zo U Q �cf) z O 0 X ° ou Q W ~ < z i w E" J � W m Q W DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: 1 "=30' JOB: 8438 SHEET: 9 OF 51 ra ./ HORIZONTAL CURVE #1 L = 54'38'57" T = 156.04 R = 302.00 L = 288.05 C = 277.25 CD = N78' 24' 19"E PI STA = 11+56.04 HORIZONTAL CURVE #3 A = 102'08'03" T = 247.57 R = 200.00 L = 356.52 C = 311.15 CD = S54' 03' 12"E PI STA = 13+02.89 HORIZONTAL CURVE #2 A = 49*30'12" T = 92.21 R = 200.00 L = 172.80 C = 167.47 CD = N28' 36' 43"W PI STA = 11+29.04 ,, ,qp, 1� 40o gW;40 gW%41 Px SONS. ,,� SP PEE � F 101,19g 04 \ F °M ay of :I BLOCK 10 NMD LINE _ g � NEW BELVEDERE INC C TMP 62G-07E FS VACANT ZONING: NMD BOLLARDS 2.18 ACRES (REMOVABLE) �\ HORIZONTAL CURVE #4 A = 8958'17" T = 199.90 R = 200.00 L = 314.06 C = 282.77 CD = N58' 44' 35"E PI STA = 11+99.90 q 0 / �p-� 8 t sw= a 2 Fv� PMEN� s55F \ 111 os PROP. RETAINING WALL & SAFETY RAILING. WALL DESIGN UNDER SEPARATE COVER BY OTHERS. LINES DENOTE WALL, RAILING & GEOGRID (TYPICAL) \-01 46 SF 1 \\ CE D 11' 6 F BW>42 8 4422 SAFETY RAILING (TYP) OPEN � EXTENTS OF GEOGRID (TYP) \ B 431 101IT:3 SF / T l p ZVF�OpM � I/ i p'C 3 SF 649SSF NT r / titi612 o ' 210'R , �. TU mow' cu�.tirAt FA CG=.6 #3: -13M 181'R N.25R-v 4 l`OT LOT PARK M 14,550SF •' >;, e :. Ng : POSSIBLE LOCATION OF CBU, FINAL LOCATION �•J N TO BE DETERMINED BY POSTMASTER IN . `. ACCORDANCE WITH ALBEMARLE COUNTY 2: �,. _---- -- DESIGN STANDARDS \ F y p: A \� F/j4 Y f W �. U) 1p - 71592 SF 3 P (TYP) -- -- -q -- -- -- -- -- 6' PLANTIN G STRI 3'R Alk. --- -- - 0 2 Ei..I 2 J - _.. .. .. .1k oo _ �9 p .. \p O� ,12 "¢ - �� + `.I 4k12 e7: 16+00 8 ti a �zoN FARRO...©f.�V. (VA.R.IAB'LEW-' fC.'' . .. - T .-.- CUR, C� C4V C Q � N LOTS A-G UNDER SEPARATE COVER I � o' 1x 4. + o �� o o/./ / OP C� P x :. Co BELVEDERE PHASE 3 BLOCK 10-A FINAL P 00 SITE PLAN" SDP-2019-79 PE k. ' CED LOT E START of SPP 9$SF FUTURE BOLLARDS PROPOSED CLASS B 1011 DEVELOPMENT LOT F LOT G (REMOVABLE) e TRAIL LOCATION 11 SF FUTURE / T.B.D BY ,443 FUTURE / DEVELOPMENT / ENpNCjEREO` '\ ALBEMARLE COUNTY DEVELOPMENT / CEN F 25'R + ' ; 14,68o SF 14,890 SF CONNECT TO EXISTING ROAD. MILL ^\� & OVERLAY I.A.W VDOT WP-2 PO U LL Zw Ln w eJ k.o a Q r, Oa Ln L5 H > 0 t L LLJ m LLJ T � T W ''2^ V! Z 2 U zz ST PROPOSED CLASS B j I TRAIL. LOCATION T.B.D BY [� ALBEMARLE COUNTY / \\6' V \� X405ANOTES:\------- i/ 1. ALL CURB RADII ARE TO FACE -OF -CURB (FC) ��� �, ? yo :..y�R : ' / / 422 \ 2 RETABUILDING I IGWALLS PERMIT. WALLSEEXCEEDING 4E FEET INET IN EIHEIGHT GHT EQUIRE A SEPARATE REQUI E ASTAMPED ENGINEERING DESIGN. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 3. ALL RETAINING WALLS OVER 30 INCHES IN HEIGHT WILL HAVE SAFETY RAILING. \� �'''•\ // i / / / 4. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 5. OPEN SPACE HEREBY DEDICATED TO THE HOA \ \ / / / \ / / 0 / 6. ALL NEW PUBLIC STREET RIGHT-OF-WAY SHOWN HEREON IS HEREBY DEDICATED TO THE COUNTY FOR PUBLIC USE 7. ALL CURB & GUTTER ARE TO BE CG-6 UNLESS OTHERWISE SPECIFIED \N \' / / /SW4 8. THE SOUTH SIDE OF FARROW DRIVE WILL BE MARKED "NO -PARKING" PROP. RETAINING WALL & SAFETY RAILING. \ WALL DESIGN UNDER SEPARATE COVER BY \ / OTHERS. LINES DENOTE WALL, RAILING & 6 GEOGRID (TYP) \ BW 4p\ \ Z NEW BELVEDERE, \a \\ / / / INC TMP 62-16D OPEN SPACE 30 0 30 60 90 \�� \ ' / ZONING: R4 15.0 ACRES hkQ4LE: 1 "=30' Uz o w n rn Oz zWN m �Ya J V] Erna J O J = oo avj y w "0 ED 0 co ¢ O D w Oa tea=¢ a aZ z� > N x wa LL Lu N 11 N w a (n Z J > O U Lu a J } (n > O o Ow W� a rn= rn U z 0 d N 0 w a 05 z z d a 0 W a 0 0 z � � � � Lj PyTH OF. vf�G' U ' /,7 Y 9 Jimmy L.Taggart Lic. No. 22841 W4 `SSIONAL BT�Gl{`v a z o Ir T > Y J U a Q OT w w a CO vcr) Cc LL a w 0-° 1 J (n co z a Q Q � E-� = N a- (.0 06 w D_ QQ cr 2 o Q X O � J Lu a w H J � Lu 0 m a DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: 1 "=30' JOB: 8438 SHEET: 10 OF 51 ra ra m 0 0 PC. 6 ) . /W ry 0 O I C /-, O S �� $l'S302E `` 8'1032 f OPEN `� I S7A985F SB FLOTC l LO uRE m �Fl UTURF N532130"W yo oEVE Oa SFNj 26,4g S FA/T 1964 o i1o5 bJo CY f� �iL a, eF^ p"E L>116.8�- -L� 111.64 : �`�E C\ 5 00 M� 23 O ?8 FARROW TERRACE (ONE-WAY/PUBLIC)(T� C29 0 S1���N� S150713"E '-_-- C37 Sp P SF " 4�j91 10 �J N7gS211. 9.00452 "E , / TOTLOT Fp w�ER STREET BOUNDARY CURVE TABLE Curve Length Radius Delta Tangent Chad Chord Bearing C1 26.18' 12.50' 12OW52' 21.66' 21.65' S 0255'11' W C2 (T) 207.30' 277.50' 42'48'O5' 10&76' 202.51' S 84'19'40" W C3 17.66' 12.50' 80'5629' 10.66' 16.23' S 3Y47'59" E 04 (T) 322.10' 222.50' 8236'33' 196.65' 294.70' S 34*001" E C5 (T) 66.46' 222.50' 17*06'52" 33.48' 66.21' S 84'4943" E C6 111.52' 231.50' 2T36'D8' 56.87' 110.45' N 7T48'47' E C7 17.84' 12.50' 81'45'1C' 10.82' 16.36' S 800641" E C8 11.01' 12.50' 502838' 5.89' 10.66' S 13'5939' E C9 (T) 208.40' 42.50' 2805727' 35.06' 54.09' N 50'45'54' E CIO 11.01' 12.50' 502838' 5.89' 10.66' N 6428'31' W C11 17.84' 12.50' 81'45'1C' 10.82' 16.36' N 01'3V29' E C12 (T) 284.82' 231.50' 7D29'29' 163.58' 267.19' N 07'16'20' E C13 17.84' 1250' 81'45'10" 10.82' 16.36' N 12501' E C14 11.D1' 1250' 5029'02' 5.89' 10.66' N 7900'59' E C15 (T) 20&40' 42.50' 2805727' 35.06' 54.09' N 3613'14' W C16 11.02' 12.50' 5029'02' 5.89' 10.66' S 283Y42' W C17 1 17.83' 12.50' 1 81'44'44" 10.82' 16.36' N 852026' W C18 (T) 128.50' 231.50' 31'48'13" 65.95' 126.86' N 6022'10' W C19 50.25' 231.50' 1226'14" 25.23' 50.15' N 822V24' W C20 17.83' 12.50' 81'4444" 10.82' 16.36' N 4750'09' W ^'a' °' LOTy 7,592 SF 9.02 J ;40 N74'16'13"W 92.50' �� i0g2507 N154341 E 4 AfiA'5 2j N74'16'13"W 147.35'(T) g.00 N760, 6 FARROW DRIVE (PUBLIC) g•p1 _ S7416'13"E 392.40'(T) 57 56.76' -- 140.00' -- --- 142.00' 53.64' 07 00 O O aJ O LOT E FUTURE DEVELOPMENT LOT F + 11,443SF FUTURE 70 FUTURE DEVELOPMENT .n DEVELOPMENT 14,68o SF N 14,890 SF n __- 110.00' -_ 140.00' _ 142_00' N7416'13"W 392.00'(T) '- BOUNDARY CURVE TABLE Curve Length Radius Delta Tangent chord Chord Bearing C21 11.01' 12.50 502625" 5.89' 10.66' N 18'17'19' E C22 (T) 208.40' 42.50' 280'5727' 35.06' 54.09' S 8302'40' W C23 11.01' 12.50' 502825' 5.89' 10.66' S 3211'52' E C24 IT" 12.50' 81'45'10' 10.82' 16.36' S 33M'W W C25 (T) 203.42' 231.50' 5020'45' 108.80' 196.94' S 493728' W C26 17.65' 12.78' 7908'00" 10.56' 16.28' S 6505'27' W C27 14.11' 12.50' 64'40'18' 7.91' 13.37' N 41'56'04' W C28 (T) 370.95' 222.50' 9531'19" 245.05' 329.45' N 5721'34' W C29 16.40' 12.50' 75'11'01' 9.62' 15.2V S 6731'4Y E C30 91.77' 224.50' 2325'17" 46.54' 91.13' N 41'38'51" W C31 (T) 151.32' 175.50' 4924'02' 80.72' 146.67' N 28'39'49- W C32 19.00' 12.50' 8704'14' 11.88' 17.22' S 39309' W C33 (T) 156.28' 326.50' 272528" 79.67' 154.79' S 6923'24' W C34 14.6T 12.50' 67'1331' 8.31' 13.&V S 8917'26' W C35 16.00' 453.50' 201'17' 8.00' 16.00' N 5806'30' W C36 19.14' 12.50' 87*4343' 12.01' 17.32' N 3100'56' E C37 223.47' 168,W 755921' 131.62' 207.45' S 6707'3Y E C38 23.35' 177.50' 732'18" 11.69' 23.34' S 2534'41' E C39 27.82' 12.50' 12732'19' 25.37' 22AS S 41'5738' W C40 55.31' 335.5V 926'4T 27.72' 55.25' N 7859'37' W BOUNDARY CURVE TABLE Curve Length Radius Delta Tangent Chad Chord Bearing 041 3.28' 326.50' 0'34'31' 1.64' 3.28' N 8403'47' W C42 17.77' 12.50' 8125'51' 10.76' 16.31' N 4338'0T W C43 3&90' 224.50' 9'55'44' 19.50' 38.86' N 0753D4' W C44 (T) 557.38' 177.50' 179'55'02' 46083.49 355.00' S 13'4343' W C45 25.97 15.04' 98'426' 17.5E 22.83' S 3580'48' E C46 23.56' 15.00' 9000'00' 15.00' 21.21' N 58'43'43' E 047 (T) 557.63' 177.50' 18000'00' INFlNITY 355.00' N 13'4343' E C48 23.56' 15.00' 9000'00' 15.00' 21.21' N 31'15'51' W 049 25.92' 15.04' 98'44'15' 17.53' 22.8S S 63'IB'08- W 650.00' S7125'27"E S74'25'18"E 926.51'(T) 276.51' � 1' �� O i ,`4 a ^yh ' S6127'05 E �1 1Sy0�. - 150.94• aS� LOT6 /4, f 11,Soo SF ,yam o�50g� '^ VO° "3 LOT ii^' L=37.47 cl 11,27SSF \Ji NS�2837,w9 5F of \ O 4 3 \ v / , �s p239•E 1 yo. z l\ AA, OPEN T 4 1 O $ SoIP 985E L=3J. / �01 y1 SF CE LO SF O 8 / yl sO, 466 5F > yo 268 l C 9 y 23 A, w W 1�g9 �70 O � , yti.S78'54'00 39. 10, c1 <i� 50.43' -- 49.57' L= .73 _ J ��� -- /5g3p2 ✓ �O1 12SF J C2p C19 N7616'17"W 100.00'(T) Clg ir)L`9j2j�eJ a� n r V 1133 DI 0, �FARROW CIRCLE (PUBLIC) �o`Pf�oC <�014 o„ rh C17 C') O L_2 , bb yo 14'l4 S7616'17"E 100.00'(T) 9A9yR ��o°;• c L=38.82 GD`A 85.26' L=19.78 "\ •sy�jR\ ry 1 �S \ v OTZ 2S 1 }01' \� , soe' rho \i v � 9R 68, / n LU 589'341 0; / n N LOT 0131 SPPCgSF �6 r n a n v 1 it 7,525SF 00 ",r 70l19 to a" N F- 1 3 J wf M O wLL Q " 3 o 00- S75 71'2YE 108.59' N M OHOID M' < M wWLL M11 C M J'L> m N J Z �LLd M O�Om < ir- 1 r 1 0 1 J W N I N 1 1 M 1 YM,1 1 1 LL> S IL J VI Y 0 < _ \ w y00 15 (f\. 1 1 I 40 r f v ham` 4i 1 � \19 % � i0(yO09 \ Apb,a L=21.66 J�_L=38.82 C7C10 _8_5.26' L=19.7 0L O' � �ro1y4 ? Cy�J 14.74 N7616'17"W 100.00'(T) G6 s? rn� F�AGe<�C LOT18 �ra1 1\1 FARROW CIRCLE (PUBLIC) / M 11,588 SF /tea ¢6S S76'16'17"E 100.00'(T)O rya v� N ��a• 1110 4 ` L=55.85 jy, -1b p h� i N I p% i ' 9yRO \ i �2 �� "Qb 1 I Q 1 a° LOT a2 o O 1 y9 SF B• � co C �7L f ti LL 1 rn �LL 1 In I 405E 1`a ,�'7h• LOT2o �-O $26 F n r a 7,9 ali3 yyl 1� By 3 / ti w H 00 LOT 23 oc. o ayy 28SF 7,280 SF �o ^ '60 °i3i 1 3 i �`yy t2 jra a'o l `S.IS, NS00030�K' r i N i 9834.21' � , 9S)) N66'29'4W 66.47_� 66.30' 27" 84.52 N81'41127W n g4 S� 84.52' N76'16'17"W 132.77'(T) N85'55 W H54S004 W 161„i�- 163 , 1 1 50 100 150 1 --- Z01 N76'02'3 181.93' llt. ��,;6 60•p4' LI'V ok�s� J'A U o m w C0 cn o U z co O Z m �Ya om -^ J a J 2 O Q J = �4 CQ 0Cc W ¢� 0 m "0 d Z = w a OW woo w 0 Q uw for <Z vU ZIr 0 v DO o DO o �+ W a v] 0 Z �w t1I N W Q DO J > O a w W = U cn J a }J (n > =0w O o OO 04 w a= �' a rn= rn U z 0 d N 0 w a 0 Oz z a Ee 0 a 0 0 z DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT PyTH OF. vf�G' Jiimmmy L.Taggart Lic. No. 22841 w4 �OF�`SSIONAL BTjGl{`v Q Z O T > E- w Q o zoCC r < J W In -Ad a m LLL Q d u J D- f� J Cn co z as T:C\1 a- Q006 I a- Q U O_ Q Er < W l%] J W to a E, o m < 2 O Ir DATE: 02-17-2021 SCALE: 1 "=50' JOB: 8438 SHEET: I3 OF 51 WE 7�7 `01 66 SF \\ N 1 1 4 OpE 7 1010D I A \ 1 \ Sp F 9$ SF \\\\ \\ ////// �/i • . O 6l \ \ \ 1 \ /�\ \ \ \ \ \ ONE WAY \\ 6 \ \ SIGNNz l'• NEW BEL VEDERE INC \ -9 '. y�-: ` _~= ' . ; .... \ .O ,o F T \ TMP 62G 07E \s n:.. \ n ,..nczROw ...... , . I' ..... I ,r...' VACANT ZONING. NMD 2.18 ACRES PROP. RETAINING WALL & SAFETEY RAINING. WALL DESIGN UNDER SEPERATE COVER BY OTHERS. LINES DENOTE WALL, RAILING & GEOGRID (TYP) CONSERVYTION 1N✓="" SVd=" \u AREA PE40$ gW=4 gW=4 X N PRESERVATION — \W;40ojW=442 AREA PER ZMA PROPOSED SECONDARY ACCESS ROAD TO LIMITS OF BLOCK 10 NMDCONNECT TO EXISTING SECONDARY ACCESSROAD PROPOSED WITH BELVEDERE PHASE5A. ADD REMOVABLE BOLLARDS. END ROADCONSTRUCTION.CV LO 26,49PMsp E \ \ 43 \ / / OpEN B Sp41019 SF BLOCK 10 NMD LINE,' \ 0 G Ex O , / SSMH \\ \ / \ CONNECT TO a - %\ \ EXISTING ROAD. MILL O / \ & OVERLAY I.A.W O Z�� / \� Q // / EX. \ VDOT WP-2 Q Q �/ O gc) / SSMH O s,h ., / \EX. , goo ���e/: pENP SSMH zoo �.z,' 51�39 Q/'• �'•. / f * � err-$5� i AD SIGN pNOE RED \ \ STOP \N E I E NSE E � \FX EX.FH , SIGN \ I RZY � \ II NO -PARKING L — _— —_�SIGN — III III II II LOT E III III Ilj III 1 1 1 1 jll III I I III ELECTRICAL TRANSFORMER (TYP) III I FINAL PLACEMENT TO BE I FUTURE III III III III DETERMINED BY DOMINION POWER ; II DEVELOPMENT 1l1443 SF III I I III LOT F I FUTURE III j l LOT G III FUTURE jll Ij - III III DEVELQPMENT Ilj 14,68o SF 11 III DEVEL.OPMENT III 1 1 3-4t 390 SF -- T T MANAGEDL SLOPES a � I o /y'REMOVABLE) / q \ ...,,� I _— \ �� ��•'�'. (TYP) �6s0 / OI^, ���� \ ° • ICE. �I I ,, ..' . LEGEND PRESERVATION EASEMENT DB. 5277 PG 305 ALBEMARLE COUNTY STEEP SLOPES OVERLAY -MANAGED ALBEMARLE COUNTY STEEP SLOPES OVERLAY - PRESERVED ZMA CONSERVATION AREA ZMA PRESERVATION AREA 95 SOIL LINE TYPE (SOIL TYPE) BTL: BUILD -TO -LINE OS: OPEN SPACE 30 0 30 60 ■ d CONSERVATION AREA PER ZMA / zz ALBEMARLE COUNTY ' PRESERVED SLOPES / (TYP) VDOT EW-1 / y �62�FRNp \ / \..\ ��'\� ;•�\����\ \� �.�\`,'�.\•\/ OPO/,'' \ / / • I III \ ��\"------------- " TF�e \ \ � \ l''l � � /ems-=-m\ \\'�, \^�•\ ''�// '� \ LEGEND SANITARY STRUCTURE 31� STORM STRUCTURE ❑T EXPECTED LOCATION OF TRANSFORMER �/ � /•° / \• ;\ \ \�� \.'..\\ / \ I l l l \ NEW BEL VEDERE, FIRE HYDRANT`\ INC f ROAD SIGN P 62-16D RETAINING WALL Il ,l �I I b I''l `�\ \\ 0/ \\\\ \ \` 0 N SPACE ..I I \` / / SAFETY RAILING ZO NG: R4 I...I p l I p I ")— \` \\ \ \®� \ 15.0 CRES PAVEMENT h I I H I: Al VDOT EW-1 e„ / / /"0 F W VJ w V \7 m r zU g w OZ ZON Op Y � tf)J Q0) w U T J = �y O U a � m w d=a O Z co w 0 0 W OQ n¢Ir a J Z v U Z� Lu, N WUP aw N w Q Z U J li = UUw a J } n > =Zw O az °o w Ir U)a m= rn U z 0 a a 0 w a 0 oz z a a w 0 w a 0 0 z o� ,, Pqi, Jimmy L. Taggart Lic. No. 22841 4r A�OFEi9SIONAL g z O T > Y w U Ir T Q J 0 w ED w m ) Q Z C� a< p a LLJ Q Q z `4 = N o P. czS D o w 00 <� 00 Xo � J IIr W Q % Cc w J W m Q DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JILT DATE: 02-17-2021 SCALE: 1 "=30' JOB: 8438 SHEET: 14 OF 51 wo M v/ Z WALL 410 EASEMENT / I / / 07-6 1/Soo SF All TL �01 4 SF \ 1 �j .. ; �O 6$ 5F \\ \ \ 66 cp ,. \\/ 2 \ y0i \\ \ / bN I I . �\ � O\ \ 2 G STOP SIGN / ' e DONTOER `i G .12' SIGN ❑T •�•�•/ LEGEND PRESERVATION EASEMENT ♦ 00� DB. 5277 PG 305 EXISTING PRESERVATION PRESERVATION ®(o? EASEMENT DB 5277 PG 305 AREA PER ZMA 100 YR FLOODPLAIN ` / ALBEMARLE COUNTY STEEP —`� SLOPES OVERLAY - MANAGED CONSERVATION AREA PER ZMA ALBEMARLE COUNTY STEEP SLOPES OVERLAY - PRESERVED PROP. RETAINING WALL & SAFETY RAILING. WALL DESIGN UNDER SEPARATE COVER BY OTHERS. LINES DENOTE WALL, RAILING & GEOGRID (TYP) ZMA CONSERVATION AREA V) rr \\ / ELECTRICAL TRANSFORMER (TYP)J N FINAL PLACEMENT TO BE r — DETERMINED BY DOMINION POWER W II N 7i sg2 SF / 1 FFr �' — J oM 1 = =�� ram. r=�J m I - a I m ,. Ll------_ �------ 15 w U �.o---- w LL STOP: Le) L _ LLJ � ::> � o II L SIGN CL M M LJ 6 L) 1 IIL 0�w�o <5 I� . �I M �-0� O) �f -- -- -_ - - I- o w TM__JI II M w II Wg I I L— III W WALL EASEMENT ZMA PRESERVATION AREA BW,3 �W;40 95 SOIL LINE TYPE _ / (SOIL TYPE) o 395 ^ / BTL: BUILD -TO -LINE LOT 11 i 1 / / / \ OS: OPEN SPACE / / // \ 11 11/275 SF I I yo G��C \\ 1 II 30 0 30 60 s� o� SCALE: 1"=30' \ 1 // /// �C \\ °'•- � \�\�\ / jam/ — 21 vOyti v / c / / \ J SSIGN; CG-9B ° CaC1 \ \ \ SANITARY SEWER 4,}` \ \\ MANHOLE TYP \ / ALBEMARLE COUNTY I 1 MANAGED SLOPES 1 (TYP) CONSERVATION I AREA PER ZMA I / H _L_OT_�5 715255F II Im � PROP. RETAINING WALL &SAFETY RAILING. WALL DESIGN UNDER SEPARATE COVER BY OTHERS. LINES DENOTE WALL, RAILING & GEOGRID (TYP) OPEN D SP Pc g 5F loll 19 LEGEND 0 0 SANITARY STRUCTURE 31F'OL-I STORM STRUCTURE EXPECTED LOCATION OF TRANSFORMER FIRE HYDRANT ROAD SIGN RETAINING WALL SAFETY RAILING PAVEMENT , 7U g A m w CO m o _rn O Z z co O(0 �Y� 2 J Go 1--0) maw U T Q J x CE Qyi 00 ¢5; m "0 d Z c) a O u) 0 0 W OQ 2¢ o= a J Z v 0ZO h.j O o F+1 LL w Z O iCE N V a_ V W N w Q O Z J > O ui x /1 U v) W a } (% > xow O a0 °o w Ir rnx rn U Z O z U w a 0 02 Oz Z O d w N 0 W a 0 0 Z Jimmy L. Taggart Lic. No. 22641 W A�OFESSIONAL E z ��'1}`v a O ir > T � w U z T Q J O w Inm c) a coQw Ir 0 a° H Q Q z 'M = N 0 0 dS w a- Jimmy 0 OE A O 0 X p < J W Q > w w O m DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: 1 "=30' JOB: 8438 SHEET: 16 OF 51 wo c N 0 0 \ \ V A A V Av A ALBEMARLE COUNTY / /� / //// // / W \ \ \ \ \\ \\ \ PRESERVED SLOPESPROP. DESIGN RETAINING UNDER SEPARATE SAFETY RAILING. BY \ \ \ \ \ \ \ (TYP) / / / / / / / OTHERS. LINES DENOTE WALL, RAILING & ( / / �; I' - ✓ 40 FX \ \ \s 30 _ \ GEOGRID (TYP) E3 / x 32.5 x 1- x 31�5// / //J i�N� eP ALBEMARLE COUNTY A I i I / / / �I / 1 v / / �� gW4 - MANAGED SLOPES ( ( / - _ i� v \ BLOCK 10 NMD LINE v / v 1 v v vvvv v vv v v '422 vv A ���' / / ✓- \ / _� / / // \ *3 \ AccFsT z y J s I r l 40), R \ / / / _ - / /� - 43g F �q \-44�—_ e. ,' ^i• NEW BEL VEDERE INC _ _ 3 _ \ .q�. xSF p ` '� \ \ _ / . CE 39 5 N ; . / \ / f '' -o 'o —\� / / � �-e \\ TMP 62G 07E _ _ S -4-30 .o _ R / VACANT ZONING: NMD \ ) r 2.18 ACRES T ,, °• ✓- /f\,� ' / •• ''OJT /Q'ja'``M \\\ � � %// �r LOT. �01 ;;: \\ /r 11 7,5925r-11 \ \ \ \ ��a — / / � •,-- I /\ M C< / «... PARK I10. s� /l \ \ >����\\\ \ \\ /� / // // �� �—f`�r / 14�55oSF / a�i, •'.•. �L`� 443.0 I ,,•`� I CBU INSET 41.3 © _ _ - I I \ \\ \\ \�J may/ /// /// / \\ /�':•9 ;: fi: / // / l`' 's e .\ nC.SHEET �' Jam. �� JI-/,-''. ';•3: •. \ t N 20 SEE INSET "D" SHEET 20 (TYP) /-- -- -- -- - / / e 6 ./. / :: ' . ' c. ' ✓ ' 1, . �.. 1 p. - _ � � - 46.Ln r Q _ o' O• W - 8 \ c. z ) / / \ \ J ti FA,RROW. RI (VAR IABLA:W..IDTM-PUBLiCROV1/ 44<1 \ zx' IP : \ ��QrO CE O / \ \ \ III Ill / / / Ili _ II x 41b/ _ \ \ \\ I \\\\ \ I IIIIII\ .. 5,�391 7 L4p\3,E\ I l II III —__-- � � -, �•. ,� SPPCSh\\ �\II FUTURE 011190 \\ \I \ D VELPIPM �\ Ili Ili /LC IT �\ III ril�< J L T�/\, 11�443 SF \� \ I I I FUURE i \ \ �I I <>III / / FL TURE\ �! pf I I EpRGz6rN6jgUERN`EE�Io .' �;�gV �\�\\/ '.•���, \\ a0��ti�o/ SSET ,.,ET20 \ \\\ f' D—EVE—L MEV\ T D1EV-E O_PM- EN\-T 14,8o5F o S FJ zr�0� S- - II lcw/ / r 36 —./�'•�:. %/':/�r' \ / OFOvv LEGEND /� ��� \ RFFT PRESERVATION EASEMENT DB. 5277 PG 305 ALBEMARLE COUNTY STEEP SLOPES OVERLAY -MANAGED ALBEMARLE COUNTY STEEP SLOPES OVERLAY - PRESERVED ZMA CONSERVATION AREA ZMA PRESERVATION AREA 95 SOIL LINE TYPE (SOIL TYPE) BTL: BUILD -TO -LINE OS: OPEN SPACE 30 0 30 60 ■ LEGEND SANITARY STRUCTURE 31LO-1 STORM STRUCTURE J 51'\ \ 1 ►1\N W Z J I Q m � yr," — LLI I / cn / g (N LL� LIJ LL r I A LLL w\� 1 11 co ( cn C, \ ulm / /W LLI/' 'z l / Uf \\:�_ _ l �.:,y �\�� \\\�\\„�+ \ \ �''L#7.' ' \ 422(�<l/0�//�` (0 pal v� ❑T \' EXPECTED LOCATION OF TRANSFORMER \ / \\ \\ NEW BELVEDERE, \ \ \ \ FIRE HYDRANT \\ \\ \\\\\\ /NC \ \ \ \\ \ f ROAD SIGN T \ \ \ \ \ \ V. \\ O/ '� \\ .\ ' / \\ \\ P 62-16D \� RETAINING WALL \�� \. \ / \\ 0 N SPACE \ \ \ \\ \ \ \ \ ZO NG: R4 SAFETY RAILING PAVEMENT 15.0 CRES \ \ Ncln, :A AI m r 7U g p m w m OZ zw Op : Y > J Q0�1 aaw U ILL W TIE Qi > U U ¢ y aZ =w `+p Ow w0 D a Q Z v U CE zo Lu, N W U � Gn Ir> o aw N w a z > O va w a } J (n> =0w Oaz �/ OU O 1:4 w ,J)a rn= rn U z 0 pz d OC N M w a y � O z z d a w 0 w a 0 0 z PyTH OF 6I�C Jimmy L.Taggart Lic. No. 22841 44 A�OFEi9SIONAL g4Gl$`v Q z O Ir > Y J U Ir T Q J J w m m U Q e� k o z w D_ a J U) Cy Z Q Q : C7 F- o z LL 06LLJ D_ C 0 CE � F c5 O/�D"° LL w Q Cc W J U) w m Q 0= DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: 1 "=30' JOB: 8438 C.I. 2' SHEET: 17 OF 51 wo a N O O a 0 RAMP ?6, 1".12" LANDING �°8? 1/4": 12"MAX O TRANSITION GUTTER PAN SLOPE TO 20:1 MAX AT CROSSING (TYP) LJ U U HILAH ALLEY Q ' L.L_ 0 LANDING `^c 1/4":12" MAX a RAMP 1":12" a ,y00 CG-12 INSET CONTRACTOR RESPONSIBILITIES REGARDING ADA COMPLIANCE 1. CONTRACTORS SHALL PERFORM WITH REQUIRED CARE AND PRECISION IN CONSTRUCTION OF ADA (ACCESSIBLE) COMPONENTS AND ACCESSIBLE ROUTES WITHIN THE SITE. THESE CONSTRUCTED PRODUCTS, AS THE CONTRACTOR LEAVES THEM, MUST COMPLY WITH ALL APPLICABLE STATE AND LOCAL ACCESSIBILITY LAWS AND REGULATIONS AND THE CURRENT ADA AND/OR STATE ARCHITECTURAL ACCESS BOARD STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, INCLUDING REVISIONS OR UPDATES. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE(S) FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE OR EXIT, MUST COMPLY WITH THESE ADA OR ACCESS BOARD CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: 1.1. HANDICAP PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. 1.2. RAMPS (CONCRETE OR OTHERWISE) - SLOPE MUST NOT EXCEED 1:12 (8.37o) FOR A MAXIMUM OF SIX (6) FEET. 1.3. LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. 1.4. ACCESSIBLE ROUTE PATH OF TRAVEL - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (ENCROACHMENTS SUCH AS CAR OVERHANGS OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 (5.07) FOLLOWING THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.08%) FOR CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.07.), RAMP SPECIFICATIONS (ABOVE) MUST BE ADHERED TO. MAXIMUM SLOPE OF 1:12 (8.37), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. RAMPS MUST HAVE ADA HAND RAILS AND 'LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DIRECTION (1/4" PER FOOT OR NOMINALLY 2.087) FOR POSITIVE DRAINAGE. 1.5. DOORWAYS ALONG ACCESSIBLE ROUTES - MUST HAVE A 'LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.087) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICCANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY CODE.) 1.6. IF PROJECT INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF THAT WORK. IMPROVEMENTS PLACED BY THE CONTRACTOR MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS. 1.7. CONTRACTOR SHALL VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON -CONFORMING CONCRETE. 2. CONTRACTOR IS URGED TO REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE AFTER FORMS ARE SET AND PRIOR TO COMMENCEMENT OF CONSTRUCTION OR IMPROVEMENTS. • a�17,? 1":12" � 7 16.6 LANDING 1/4":12" MAX c d >> ASHLIN COVE TRANSITION GUTTER PAN SLOPE TO 20:1 MAX AT CROSSING (TYP) 1":12" TRANSITION GUTTER PAP SLOPE TO 20:1 MAX AT CROSSING (TYP) I-_ Lu Lu 0-1 r) W J LL- i f j II I� aD II \ I I i 1 O 16.5 LANDING 1/4":12" MAX 4 16.6 7 �4 I ' CG-12 INSET "H" J 1/4":12" MAX RAMP 1":12" :CC• 1 �: CG-12 INSET "K" W J U RAMP 1":12" �9 . //•8 \93 _ n 19.6 LANDING 1/4":12" MAX LLOYD COVE TRANSITION GUTTER PAN SLOPE TO 20:1 MAX AT CROSSING (TYP) G LANDING 19.8 1 1/4":12" MAX \� 49 i' RAMP ?0 0 1":12" ?n ?� 4 CG-12 INSET "G" i RAMP 'C!� g�6 I _ 1":12" a a 07 40.2 0 4 40.1 ¢0�� LANDING 1/4":12" MAX O TRANSITION GUTTER PAN/ SLOPE TO 20:1 MAX AT CROSSING (TYP) FARROW DRIVE W J U Of Of LANDING Q 1 /4":12" MAX L.L_ d °• 40.1 40n2 40.1 RAMP 402. 1":12' n 40 �) 6 CG-12 INSET "D" Lu J U LaL D RAMP 300 .9 1":12" LANDING 1/4":12" MAX o ? J i A 1 Lu 1 U U HILAH ALLEY o TRANSITION GUTTER PAN -Of < SLOPE TO 20:1 MAX AT Q CROSSING (TYP) LL_ 0 LANDIN 1/4":12" MAX RAMP 1":12" 1 0 D CG-12 INSET 1711 R?8 2) I I RAMP , jl 1 ":12" ' A2d. . 42.2 a ¢?? I I I j S- - R21> LA4NDNG ;oY 1�":j12" MAX a I•1 I I v g26 4 •^ I I O I I I I I I I I I I I I I I I IW j� LL I� OW ����POE II F PAR jj � TRANSITION GUTTER PAN SLOPE TO 20:1 MAX AT CROSSING (TYP) LANDING I 1 1/4":12" MAX I I I I 1 I I I o II I I I I I I I I tkti�O I I I �1 42.1°• i I 42.2 < / 42.3 I I I RAMP 1":12' ?$ 6 4 CG-12 INSET "C" 10 0 10 20 30 SCALE: 1"=10' RAMP 1": 12' v v > vp �jv 370 3100. LANDING 30.9 1/4":12" MAX FARROW COVE TRANSITION GUTTER PAN SLOPE TO 20:1 MAX AT CROSSING (TYP) v RAMP- 1":12" I RAMP 1":12" TA •� 144:2 44.1 •6 / LANDING 1/4":12" MAX °y •O TRANSITION GUTTER PAN SLOPE TO 20:1 MAX AT CROSSING (TYP) FARROW TERRACE LANDING 1/4":12" MAX 0 D e3l. 31.4 FLANDING 1/4":12" MAX 5 CG-12 INSET "E" J 44.OD \. n1011 44:1 44.1 It D �¢? RAMP 1":12" 446 e u CG-12 INSET "B" V. v v p kill b19 1 ":12" 4 � R80 i l q. p v 47.9 I �8S ' LANDING •:.�^' �.g 11/f":12" MAX if V I l I �•8 I I W SECONDARY ACCESS TRANSITION GUTTER PAN O SLOPE TO 20:1 MAX AT CROSSING (TYP) Q IL II I I I I 1 I I I 1 I I I i I p06 tk ,LANDING 9 /4I":12" MAX RAMP- 1":12" CG-12 INSET "A" J. m U o m a, 5 m o U OZ zap" Op � Y� 2 tf)J QT 0 aaw Q J = 00 a� m aZ =r a O U) w 0 0 W °aIE ° _ a J Z v U Z� w , Lo N w (7 � 0> o aw N W Z Q J > U vaiw a J }m> = 0 aJ 0 aZ wo a Q COa m= rn U z 0 a 0 w a 0 O z RAG z O a z CJ w 0 a 0 0 z o�Py,THO''F vt�C Jimmy L. Taggart Lic. No. 22841 44 A�OFEi9SIONAL Silo v Q Z O Ir T_ > Y w U w Q T J J Lu m rn m Q < d Q E­ _ LLB Q -� � Cy) Z f� Q Q o x = CV C) 0- CD 06 W D_ U LL 0 w � c� U O 0 X p � J Ir w Q w w J W 0 m Q DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JILT DATE: 02-17-2021 SCALE: 1 "=10' JOB: 8438 SHEET: 20 OF 51 a 0 N 0 I I� 1 OPEN � \ \ SP P`✓ $� F \ \ \ \ \ BLOCK 10 NMD LINE 101 �19 \ \ \ \ \ O S RET. WALL BY OTHERS. LINES DENOTE WALL & GEOGRID (TYP) \ OTC\\\\ pupu \\ \ RE Et / l \\ F\s ENS \�\ l l / is OpMFN 11 \\\ \ OEv - 085 F \\�\ j % / '�9S SF/ cE ° REMOVABLEucE uGE Eck Z _ J / BOLLARDS IAod' �4 \ \ O' �66 5F \ \\ col 119g 5 \\\\ NOTE: STANDARD DETAILS FOR INFRASTRUCTURE IMPROVEMENTS ARE SHOWN ON SHEET 46 - 50 \\\\ \�O� l25� \ run / EXPECTED \ 8" DIP CL52 WATERMAIN° UGE ELECTRICAL SERVICE /� \ OPEN SP ACE O F run 'I i ,946 1a, -A 6x6 FHA SpR / \ \ ASSEMBLY W " _ N — OOW �o ` �OF�OT�i O % \�\ // j O 'O V_ `<. uGE ,7G4 \\A�O,� V/ ` \ / I OTlTEE; \1 VALE TOTLOT / / v 7'592 $FFrr 6" GATE\� `� PARK M sF��y�� & BOXES �\ \ 465 1 o SF \ JF 8x6 FHA \ �\ \-------------r---------------------------------`�' -- `ASSEMBLY L tiO Q �°O" / j/ ELECTRICAL SERVICE \ P PROP. 20 SAN. SEWER EASEMENT � --------- ------ " / \\ U U —OGF— UGE--�1GE-- --- --- AGE ---- _ - — // \ _ _ 8" CDR 2 PROP. 2 SAN. SEW EAS E� — u� — uGE — UGE —° , M s / s \ \ © 8" SDR 26 LLI 8x8x8 TEE; 3 CD-1 x o' u LL �(56 J�� �GATE VALVES & _---t� ------ ---- 14+--------- ------ - I I �' Z w V'— ev 49 �... \ \�\ \ �J ��� BOX O---____-_ ��� 1. 13+0 Co0 0 \2 w = / a Q H- 58) i \\ <G� y(7� /� / i i / ¢ W —W W W W W W W G�—W W W 1 O — — ? — — O/ p8x8x8 TEE, (3) L I / CTW W W W W W N W N N W —N N ��/ Q.� 8" GATE V LVES I I Q� `j & BOX �y J I DOMESTIC ' o 15 HDPE 9 8 6 1 Li Lu v h / .' / ; \\ // o� 7 8" DIP CL52 WATERMAIN L _ (TYP)/� M� ER� VNS — --�— i Q �I co �ZQ �OP. N ORM IIIIIr �III I I iISA--NI_T—AR--Y O LATERAL 8x—8s xs6I T_—E8" DIP CL52 WATERMAIN (TYP) 8"GATE VALVES, E; (2)7' CD-1 (1) 8„ GATE IIIIIII I I�II jIIII II I I ASSEMBLY'45' BEND OD LOT E VAL&BOXES °y A o\o0Pc$UG�k 5F FUTURE \ 19 L T FCONNECT TO EXISTING D VELOPMENT LOT G BOLLARDSCONTRACTOR TO FUQURE REMOVE EXISTING BLOW -OFF AT 11/ 443SF FUTURE THE WATER CONNECTION POINT DEVEL PMENT ° EXISTING DEVEL.OPMENT WATERLINE �4,68oSF �L 14, 905E c �cjT� PG669 2 UGE rI� I� N _ —_ — -- — '�0�� ^� 1 " UGE —UGE — UGE \�v\,uGE Q �� \ �� UGE =°`UcE °ce ° �¢ ucE __ __— \ E —UGE / CD-1 .\` �, • ;�: ,�, ,\�4`\' 1 \ 1 \ : • U� OGE-- UGE — UGE — UGE — UCE —UGE — u` GE ='t1cE cv E�—i cE=— Icy cam= T ' s �. / I 'P',j ucE ucE— uc� uc� J+r€ u u / �4 EXPECTED ELECTRICAL SERVICE EW-12� EXPECTED PRIMARY F9SF. Q II nn '' c� a I ELECTRICAL SERVICE T T . IE $ NEW BEL VEDERE TMP 62G-07E VACANT ZONING: NMD 2. 18 ACRES f LEGEND O 0 SANITARY STRUCTURE 31EJOi'l STORM STRUCTURE ❑T EXPECTED LOCATION OF TRANSFORMER FIRE HYDRANT f ROAD SIGN RETAINING WALL SAFETY RAILING PAVEMENT 30 60 E% w PROPOSED CLASS B TRAIL 00 6.eF<liF\�/��(�" \ � � � _ l \w C\ � � �• \; \ e \'� / \ \ 51 / / a Q / / , \ \ • '/ SON SFR`NT OfOe''�C �\ �\' �'� ��'� \ / \` w\��� \•\," \ems y S \\\\ '''// / % '//^\\ '''C' N N,qR �`. "tom• \ \ w \ � ^\' �•' \ \ S \ \ i' / / / / / \\ / e 1 w CD-1-- — — — — — ' N:. \\ O rN 16gC s W. ACSA GENERAL CONSTRUCTION NOTES \ ' '----------- 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION v� TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF \0 TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENT OF THE PERMIT SHALL GOVERN. VDOT MUST BE CONTACTED AT LEAST 48 HOURS IN ADVANCE OF THE / / :' / � \ •., � / \\ START OF CONSTRUCTION. � //� y //+:/ �/ / �• / \�.\ � \\� \ .. s \ / / ,, \ � � \ � / / 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND / /; �/ / /:: // \' •.:, \ \� \ \ / \ \\� / STANDARDS OF VDOT UNLESS OTHERWISE NOTED. / 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. / = y l.', / / \'' „� \ \ \ \ \ 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. / JF // -42p 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. l,c /'./ Y / � \\ .. , \� � � s ZNEW BELVEDERE, 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF \ l 1• / 3 I l \� . \ \ \ \ / / COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE \ \ \ J y �1 1, l \ + \r \ '.\ INC/ CHANNEL. I�:� �I I �� l.`� �,\A \\ Q \®�\,`'\ \\ TMP 62-16D 7. TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROLS �� I.; \.'.\ \ GL \ \ ®\ ' \ \ / OPEN SPACE 4�D qD0 DEVICES. 1. , I — — \.. \ �:.•:\\� � / �I I:'' _ _ e\ \ \® \'< \ ZONING: R4 ew=39 90 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE -CLASS III. I' . � b I I I � � �'� \ � ® \ 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR I.: I I b \ \ \ \ \ ` \ s \ / 15.0 ACRES \ CONSTRUCTION INDUSTRY (29 CFR PART 1926). � g w O Z t0 z CU3 N �Ya 2 J F2 ZaL o in r Qi OU a� m LLZ ="' a 0aJ Wo o W °a n¢ a JvU ZZ O w0 0 LL Z rn 0> o a¢ W N w Q� z J > O a w w = U U J a J } cr) > 0 w a0O w �a m= rn U z 0 d u u 0 0 z5 O Z a u V N t] w a 0 zz DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT UL /7 it Jimmy L.Taggart Lie. No. 22841 R. .dFESsl ONAL E��ll �O O a � u U o Z 0 T c Q _ u J m w o < 0 Lu jj C IL w D_ co co C6 Lu LL 2 F x O C) CE Lu ` > 0 F a Lu CI m DATE: 02-17-2021 SCALE: 1 "=30' JOB: 8438 SHEET: 21 OF 51 a N N O O