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Home My WebLink AboutSDP202100014 Plan - Other (not approved) 2021-02-17III / SITE DATA 00NER/DEVELOPER : PLAN PREPARER: FAX MAP PARCEL No: PARCEL AREA: ZMA PHASING: NEW BEL VEDERE, INC 610 WEST RIO ROAD CHARLOTTESVILLE, VA 22901 ROUDABUSH, GALE, & ASSOCIATES 999 SECOND STREET CHARLOTTESVILLE, 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 (EXISTING TOWWHOUSE FROM PHASE IV-2) 0.070 ACRES LOT 245 DB 5289-658 (EXISANG TOWWHOUSE FROM PHASE IV-2) 0.177 ACRES RESIDUE IMP 61-160R7 DB 5289-658 31.472 ACRES 7MP 62-2C GWAY BLA DB 5294-417 BELVEDERE PHASE 3 BLOCK 1 OA 9361 ACRES OF TWP 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 EXIS77NG TOWNHOMES FROM PHASE IV-2 26 TOWWHOMES (THIS PLAN) 14 TOWWNHOMES (FUTURE S17F PLAN - "LOT H & I FUTURE DEVELOPMENT") 28 SINGLE FAMILY DETACHED (ROAD PLAN) 70 TOTAL LOTS PROPOSED DENSITY 69 LOTS/93.61 ACRES = 0.74 DU/AC MAXIMUM BUILDING HEIGHT • 35' MAXIMUM LOT 7ABULA77ON FOR EN77RE BLOCK 10 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 TOTAL RIGHT -OF WAY 3.87 ACRES IMPERVIOUS AREA SUMMARY FOR EN77RE BLOCK 10 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 THE CONSERVA77ON AREA OF STEEP BLUFFS AND EXISTING 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 7HE RIVANNA RIVER BOTTOMLANDS. 2 OPEN SPACE BLOCK 10 - 810 ACRES INCLUDES CONSERVA77ON AND PRESERVA77ON AREAS TO PROTECT THE S7EEP BLUFFS AND EXIS77NG 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 THE 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 THE BELVEDERE HOMEOWNERS ASSOCIA77ON UPON COMPLE77ON OF PHASE 3. CLASS B STANDARD TRAIL WILL BE CONSTRUCTED 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 (ENARE 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 /S HEREBY DEDICA TED TO THE COUNTY FOR PUBLIC USE. MAGISTERIAL DISTRICT. RIO MAGISTERIAL DISTRICT CRI77CAL SLOPES: PRESERVED & MANAGED SLOPES PER ALBEMARLE COUNTY GIS CONSERVA77ON & PRESERVA77ON AREAS PER ZMA STORMWAMR MANAGEMENT • SEE VSMP SUBMITTED UNDER SEPARA7E 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 RL7ERED BY RGA, FEBRUARY 2021. BENCHMARK FIRE HYDRANT AT CORNER OF FOWLER STREET AND FARROW DRIVE. TOP ELEV 453.77 DATUM HORZ: NA 83,• VER7: NA 88 FLOODPLAIN: THIS PROJECT IS PAR 77ALLY LOCATED WITHIN ZONE X" AND PAR 77ALLY LOCATED "ZONE AE" AS SHOWN ON FLOOD INSURANCE RATE MAP. COMMUNITY PANEL NUMBER 51000JC 0279 A EFFEC77VE 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 UN17S x 2 = 56 SPACES 146 SPACES REQUIRED PARKING PROVIDED: BLOCK 10-A TOWNHOMES• (2) SPACES PER GARAGE PLUS (2) SPACES PER DRIVEWAY = 26 UN17S x 4 = 104 SINGLE FAMILY DETACHED: (2) SPACES PER GARAGE PLUS (2) SPACES PER DRIVEWAY = 28 UNITS x 4 = 112 TOWNHOMES 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 SEC77ON 327.9. SEE LANDSCAPING PLAN FOR MORE DETAILS LIGHTING: NO OU7DOOR STREET LIGH77NG IS PROPOSED AT THIS TIME. UN17S SHALL HAVE PORCH LIGHTS AND/OR POST LIGHTS THAT WILL EMIT LIGHT THAT 1S LESS THAN 3000 LUMENS ALL PROPOSED LIGH77NG WILL NOT EXCEED 3,000 LUMENS. EACH OU7DOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INI77AL 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 OUTDOOR LIGH77NG SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDEN77AL DISTRICTS AND AWAY FROM ADJACENT ROADS RETAINING WALLS: RETAINING WALLS GREATER 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 OUTLINED 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. TRAFFIC GENERA770N: 7RIP GENERA77ON BASED ON I7E TRIP GENERA77ON MANUAL (LOTH EDI770N) 40 TOANHOME UNITS & 28 SINGLE FAMILY 502 TOTAL GENERATED TRIPS AM PEAK: 39 WH (8 £N7ER/31 EXIT) PM PEAK. 49 WH (31 EN7ER/17 EXIT) TRASH RECEPTACLES: ALL UN17S 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 TPA VELWAY ALL WA7ER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A 14SUAL INSPEC77ON PERFORMED BY THE BUILDING DEPARTMENT. THE SUBJECT PROPERTY IS NOT LOCA7ED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. THIS S17£ 1S NOT LOCA7ED WITHIN THE WA7ERSHED OF A PUBLIC WA7ER SUPPLY RESERVOIR. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVA77ON OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PRO7FC7ED 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. IL SDP-2019-79 VICINITY MAP SCALE: 1°=1000 FEET THE BUILDING SETBACKS FOR TOWNHOMES WITHIN NMD ZONING AREA AS FOLLOWS. 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 #40 (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 l 10' 10' 10' 10' 10' 4' Rear 4' 4' 4' 1 4' 1 10' 4' 1. Porches (1 & 2 story), stairs, balconies, bay windows, planters, chimneys, terraces, eaves, and entrance stoops many encroach into the 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 L C CONTRACTOR'S RECORD DRAWING CERTIFICATION STATEMENT: (SEE SHEET 2 FOR RECORD DRAWING REQUIREMENTS) THIS HAND MARKED SET OF DRAWINGS HAS BEEN REDUNED" TO PROVIDE AN ACCURATE 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) 3.2. INITIAL SITE PLAN (SDP-2019-79) 3.3. FINAL SITE PLAN (THIS PLAN) 3.4. ROAD AND UTILITY PLAN (TO BE SUBMITTED 2111/2021) 3.5. STORMWATER MANAGEMENT PLAN (TO BE SUBMITTED 2111/2021) 3.6. RETAINING WALL DESIGN PLANS (TO BE SUBMITTED) 'ALL NEW RIGHT-OF-WAYSHOWNHEREON SHALL BE DEDICATED TO ALBEMARLE COUNTYFOR PUBLIC USE WITH RECORDATION OF THE FINAL SUBDIVISION PLAT "OPEN SPACE/TOTLOT TO BE DEDICATED & MAINTAINED BY7HEHOA SHEETINDEX SHEET 1 COVER SHEET * SHEET 23 - UTILITY PLAN SHEET 2 STANDARD NOTES * SHEET 24 - UTILITY PLAN SHEET 3 COD TABLE SHEET 25 - ROAD PLAN & PROFILE - EMERGENCY ACCESS ROAD SHEET 4 COD TABLE SHEET 26 - SIGHT DISTANCE PROFILES SHEET 5 COD TABLE SHEET 27 - STORM INLET DRAINAGE MAP SHEET 8 BLOCK 10 OVERVIEW & OPEN SPACE PLAN SHEET 28 - STORM SEWER PROFILES SHEET 7 EXISTING CONDITIONS & DEMOLITION PLAN SHEET 29 - STORM SEWER PROFILES SHEET 8 EXISTING CONDITIONS & DEMOLITION PLAN SHEET 30 - STORM SEWER PROFILES SHEET 9 EXISTING CONDITIONS & DEMOLITION PLAN SHEET 31 - STORM SEWER CALCULATIONS SHEET 10 - LAYOUT PLAN SHEET 32 - SANITARY SEWER PROFILES *SHEET 11 - LAYOUT PLAN SHEET 33 - SANITARY SEWER PROFILES * SHEET 12 - LAYOUT PLAN SHEET 34 - SANITARY SEWER PROFILES & LATERAL SCHEDULE SHEET 13 - LOT SUBDIVISION - BOUNDARY & LOT DATA SHEET 35 - LANDSCAPE PLAN SHEET 14 - DEVELOPMENT PLAN * SHEET 36 - LANDSCAPE PLAN *SHEET 15 - DEVELOPMENT PLAN *SHEET 37 - LANDSCAPE PLAN * SHEET 16 - DEVELOPMENT PLAN * SHEET 38 - LANDSCAPE PLAN - TREE SAVE AREA SHEET 17 - GRADING PLAN SHEET 39 - LANDSCAPE NOTES & DETAILS * SHEET 18 - GRADING PLAN SHEET 40 - CONSTRUCTION NOTES & DETAILS *SHEET 19 - GRADING PLAN SHEET 41 - CONSTRUCTION NOTES & DETAILS SHEET 20 - CG-12 CURB DETAILS SHEET 42 - CONSTRUCTION NOTES & DETAILS SHEET 21 - UTILITY PLAN SHEET 43 - CONSTRUCTION NOTES & DETAILS * SHEET 22 - UTILITY PLAN SHEET 44 - CONSTRUCTION NOTES & DETAILS * SHEETS FROM THE ROAD & UTILITY PLAN HAVE BEEN INCLUDED IN THIS PLAN SET FOR CLARITY TO SHOW THE EXTENT OF GRADING AND UTILITIES LEGEND EXISTING INTERMEDIATE CONTOUR - - - -332 EXISTING INDEX CONTOUR - 300- PROPOSED CONTOUR A1+ 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 = I I = I 11_ 15" RCP PROPOSED STORM SEWER s I I s I I s 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 zU o m I�1 w F- S cn o U -m Z 0� z co JJ5U � � '0 Ir J = OU a� m yy w aV 0U) ¢O D W °a �Q JZ vU Z (� > (D o LL o Fyl Z O Z Ir t--� a o F� W Q N w w z ^ J U wl J a J _ C7 U) O azw O O w Ir �Q rn= rn U z 0 a U u 0 r 0 z oZ z 0 I- U u w 0 a 0 0 z DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT W Tmmj�L' T gg�t Lic. No. •0y 22841 ��&SIONAL V'� O T UT Z OJ W Q m 0 a C7 W U) Q VJ 2 J a_ D_ Q Z W W < w J W m E- PEI W ix A-' O U DATE: 02-17-2021 SCALE: 1 ":1000' JOB: 8438 SHEET: 1 OF44 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. hL 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 (5.0%) 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 (8.3%), 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 U o m w 5 n o U - Z z co O o;o JJ> rn Q 0) ir Lu _ DU a6 m y w `id ¢oin ¢o D w UQ Q JZ vU Z( to > o O Z rn aW N� w W Q Z Q > o UU L a J LLi H > r C) > Oazw oo 0 w � �Q o= rn U o *s,Ts of p,pc t 7 y n Jimmy L. Taggart Lk. No. A 22841 $O�eg8ZONAL Q z_ Q O 0 > T W w U T a Z j W m Q m Ir LL W a d O �O W LJJ cr) z z Q cc\l o Z W co Ir in LL w p Q a w > W J w Q m � O z 0 a u 0 0 z z O p� 04 z 0 a it u w 0 a 0 0 z DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: NA JOB: 8438 SHEET: 2 OF44 I \ U w �o O zO0 Y> Cn oa- jJ 01 UU a� n az =w 0U) wo U < 2i r �z� TABLE SHO WING APPR 0 VED ZONING DENSITY AND UNITS TO DATE z n C) N x W0 Gn o z N� aw m a � N w ¢ z J > O v a J a J >�> =Zw Oaz~ �/ o0 o W w Q �Q �_ 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: JILT o��yTs or o� r Jimmy L Taggart Uiie+i' z_ Q O O Cl T Y W J U °C T ¢ Z i U m m LL a M D_ O a W W CY) � C/) D E- JQ N O z: o Q Q 0 Z_ W w a ° Q J W Cl / ~ J � W a m � O 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 construc DATE: 02-17-2021 SCALE: N/A JOB: 8438 SHEET: 3 OF44 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 U o �J w 11�11 w U o U ° O Z ZON 0 0 :j Y j 2 J Qi OU a� m yirZ =w Old 0(A wO D U 2Q JZ vU ZU C7 ° Ir > WZ o V1 o z (E> o a fL N a W N W Q Z J > O caiF� a J } > O W O a0 oW o W w � U Q rn= rn U z O a u V w 0 H Q 0 0 z z O a u 0 F 0 O z DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT �oASSyRB Up Qi ice_ 1 Jimmy L Taggart Uc. A s �o,�getoxeL Q z_ Q O O ¢ T W Y J U < T Q 2 Z j LLI m Q 00 Q a D_ LL O a W w C'7 z HU)QZ) E~ Q (V O = (9 ° o Q Q Z w : w a ° Q J Q L1w ¢ / ~ J N w a m 2 O DATE: 02-17-2021 SCALE: N/A JOB: 8438 SHEET: 4 OF 44 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 U o �J w 11�11 w U o U ° O Z ZON 0 0 :j Y j 2 J Qi OU a� m yirZ =w Old 0(A wO D U 2Q JZ vU ZU C7 ° Ir > WZ o V1 o z (E> o a fL N a W N W Q Z J > O caiF� a J } > O W O a0 oW o W w � U Q rn= rn U z O a u V w 0 H Q 0 0 z z O a u 0 F 0 O z DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT �oASSyRB Up Qi ice_ 1 Jimmy L Taggart A s �'ii~i' �o,�getoxeL Q z_ Q O O ¢ T W Y J U T < 2 Z j LLI m Q 00 Q a D_ LL O a W w C'7 z H U) Q Z) H Q (V O -j2(9° o Q Q Z w : w a ° Q J Q L1w ¢ / ~ J N w a m 2 O DATE: 02-17-2021 SCALE: N/A JOB: 8438 SHEET: 5 OF 44 ZMA PRESERVATION // // / /---\_--\ \ \ \ \ J l / /' /l //mil '— — • / / J / J 1) ( / \ - - - AREA (TYP) J/ / / / / / / \ J / / , /- / _ / / / / ZMA CONSERVATION AREA (TYP) ®- tl ALBEMARLE COUNTY PRESERVED SLOPES / / (TYP) PROPOSED SECONDARY \/ / - - - - -+2�_ \ \\ \ \✓ / \ �� / ( ALBEMARLE COUNTY ACCESS LOCATION / / PRESERVED SLOPES be T.IIP 62V-7-E _;�\ ) `l\ \ \ \� \ \ \ J/- \:� - // / % • ®•• ®�� \ /. '��t N/F NEW BELVEDERE INC_ PD 519q PG 462 _ -- /� / \ \ \ \ \\ /^ \. --� /"• ) / \ _-442--1- /� \ I -\\\ ✓/ l \ \� \ ZMA CONSERVATION f / /�®® AREA (TYP) \ \ \\\� �--^.-/-,1-s• ,-"' _r/✓ / // /_._'"//f /`/�,'� - /.'/ , / / l NMD ZONING LINE \\ \ \ \\\\ • J _-// f r/-/ f /'-// _ //// -J/\/ J J / i r / CO \ \ \ \ 1 \ \ \ \ PROPERTY LINE / / I \ \ • " - - / _ \ / - NEW BELVEDERE, INC -'( TMP 62A3-1 / \ ( t VACANT ZONING: NMD /�-- \\ 90.78 ACRES Z TMP62G-07-246 &TMP62G-07-245 s s kNQ 524�PG. 658) Q W O a C5 /� V N� a �ti �h / / ✓ � \ARE EXISTING LOTS BUILD WITH_— �`� BELVEDERE PHASE IV-2. THESE TWO LOT ARE INCLUDED IN THE DENSITY /// -,/ CALCULATIONS FOR BLOCK 10 \ / pGI �^ g-Mg0 BEGIN SIDEWALK & //`�' //� �J �'�/^--��-�_\r_� -/%, -�\' a� • CURB CONSTRUCTION 1> \ I If EXISTING TREELINE CNjERED l GI/ ` t ERjY \�N BM ELEV.= 455.10 PGgg9 �F Right Front Bonnet / Bolt on Hydrant 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 90 1 `30 EXISTING SECONDARY ACCESS \ \ \ ROAD FROM BELVEDERE PHASE 5 BEGIN PAVEMENT \ \\)\ TO BE RELOCATED PER THIS PLAN CONSTRUCTION " BEGIN SIDEWALK \ \ \ \ l l l t -----\ / J / AND CURB�^' ?/ { CONSTRUCTION <</ /r--' -`�`\ \�� • \ / CURB, GUTTER, & SIDEWALK TO BE \/ \ \ \ \ ' \ \\ \ \ l ` ( ) n l / \ \ - / / _ \ r ®®j • / V Y REMOVED & BUILT DURING \ \ \ \ \ \ \ \ ZMA CONSERVATION 1 \ CONSTRUCTION OF BELVEDERE PHASE \ \ \ \ I I 1 AREA (TYP) \ / 5 SUB-2019-00170 AND NOT INCLUDED AS PART OF THIS PLAN \`ED 43��'� / ® a ' ✓ // ALBEMARLE COUNTY - EXISTING CURB, �w �$. �I ^^M\ANAGED SLOPES GUTTER, & () \ `-43432-§---- SIDEWALK TO BE / e REMOVED & �` \ \ / I ( REBUILT PER THIS ��( `�RST PLAN F Cam\ ��`�� \ FT \�7Z --7 nil -7-\ \\ \ \ \ \ \ \ \ ( J Alb \ \ ` ALBEMARLE COUNTY PRESERVED SLOPES \� \ \ \ \ / FOWLER STREET TO BELVEDERE fir/ � \ \ \ \ \ \ I \ 1 � \ (TYP) PHASE DEVELOPMENT. SUB2019-OO\ ?\ � � \ \ \ /� TMP 62-16D \' \ \ I I 1 I 1 /�/ \\\� \ N/F BELVEDERE LAND HOLDINGS LLC \-,II \ • \� F \ \ \ \ \ I 1 / I \ \ \ / / / _DB 5088 PG 605 \\�• � \/ ?' \ \ \ � \ \ \ \ � I l I ( ' \ ,� \ -. � \ \ \ - / / / / / / /f 1 4r ti \ \ \ \ \ \ \� \ \ ALBEMARLE COUNTY \\ \ \ \ \ \ \ • \ \ � / /\ /\ \\ \ \ \ \ \ \ \ \ \ \ PRESERVED SLOPES \ \\ \\\\ \ \\ \ \\ \ \ \ \\ P zU o F� W D cn 0 U z ZoN OO'D �Y> QP J O J = UU a- m y w 0v 0 v) x o � U �a t z U V � O 5; o L N x W0 LL Z P of % N V 1—I o' W I �1 IN w a Z J > O U uj 0 V) > a J } 2 O w O OQ w� V)a P U z 0 u V w 0 w a 0 00 - 5 �z 0 a u 0 w a 0 0 z -5 DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT III o;�6syTa of pfloQ /7 Jimmy L. Taggart Uc. No. 22841 4Q dgBtONAL a, a z Q Qf o T > Y � a U T < zo O -, w E- z J LU m o J m < � a a_ A w W CM z �QS � O O J D_ U E- z W z L— L x o W Q ° w Lj E- J � W < w a m o DATE: 02-17-2021 SCALE: 1 "=30' JOB: 8438 SHEET: 7 OF 44 ri � LEGEND r^ PRESERVATION EASEMENT W DB. 5277 PG 305 W W ALBEMARLE COUNTY STEEP ''= VSLOPES OVERLAY - MANAGED J W ALBEMARLE COUNTY STEEP Z SLOPES OVERLAY - PRESERVED J ZMA CONSERVATION AREA If ZMA PRESERVATION AREA MATCHLINE SHEET 8 95 SOILLINETYPE (SOIL TYPE) BTL: BUILD -TO -LINE If OS: OPEN SPACE \ / 30 0 30 60 90 (/ SCALE: 1"=30' Gy l r // � � / /\\ \\\ � \\ \\ `.._` O'�e0 z // 1 DBE5277APG 305SEMENT I I I I I I 1 \ I I \ (/�(I)` / 1 I I I I I I III I 11 II I I 1 /( __ _ 1 I I I —If If -a3 / ^/—\\ \ \\`-- /// / //// /\ �\ \\ \\� ^_r Jl / I / \ \® ON / s ZMA CONSERVATION NAREA TYP ' /' � \—/— J—_ \„\ l If / l / l \ —_�\ \\ \ \ / / If If If \ \� \— \ / / / / / •�\ I I , \ / / —ice \ ✓ i I / I \ — \ / / / / I r / I / I l I I 1 \ \ r / / / l --_ / \ t / / / I I 1 r l 1 / / ° If II 1 \ \ /— /' / J/ I I ///\\ \ \ —�--r_ /// / /l /I % l l l 1/ I j / 1// I l ALBEMARLE COUNTY \ � \ \ � \ PRESERVED SLOPES I _ _ I I I — —t — — — \ \ _ / / / / l / / / I l V / / / 1 u (TYP — l l 111/ Il i l l r l If If If /l \��\\ r J 100 YR FLOODPLAIN J / ♦ / / / \\\ \\\\\ \\\ J —/ J J J I \\\ — — — \- — // // // // lr\ \ \ \\�\\ \�—f _\ \_ Y _ ^_/(TYP) 19 — \ ALBEMARLE COUNTY MANAGED SLOPES // / / ✓ (TYP) 71 o zU M I�i w C7 O' N O O� Y> d0) U 3w EZQ y 0 U � w 72 �v pin cdo 0 W U a a U 3 z 3 01% ITj W � o C4 w O N > R O V P. WCIO N � N w d z > o Oa z w Wa �x m U Z 0 v w 0 w a C� O z z 0 a u 0 w a 0 0 z DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT Op Df�c o��PyTH Jimmy L. Taggart Lic. No. 22841 i4 6 A�OeSst F ONAL Q N O > Y � a U z T z o LU E2 E J p Wzad W Qrn '� O V1 = (D C) D_ U z w z ry- X Q O W w W Q DATE: 02-17-2021 SCALE: 1 "=30' JOB: 8438 SHEET: 8 OF 44 I, L LEGEND PR ESERVATION EASEMENT 100 YR FLOODPLAINI\I (TYP) \ ` \ \ \ \ II I/ J /�/ / // �� -- — — / r,= ' \✓ DB. 5277 PG 305 / _// \ \\ \\`\ i ---�--\_ ALBEMARLE COUNTY STEEP W — / / , / / / r \ / // / / / — — — — — SLOPES OVERLAY -MANAGED --'—_ ALBEMARLE COUNTY STEEP _ — _ _ _ _ _ �' / / / / /' \ 1 1 /'i' �i PRESERVATION EASEMENT — / — / — ' \ / ' — _ — — — — — — �\ SLOPES OVERLAY - PRESERVED -` DB 5277 PG 305 _ - / //-- ��-- �' ZMA CONSERVATION AREA rl _/--''— / \ // /////�//'/////�/ �_ �—� _-- ZMA PRESERVATION AREA // __--_ ZMA PRESERVATION -- - AREA (TYP) /- ��\ \\ 1 ///,/ /�� / L TYPE SOILLINETYPE SO BTL: BUILD -TO -LINE Ckb/ / /� \ l / / / / / / / - - - - ' - -' ^ OS: OPEN SPACE SCALE: I"=30' ALBEMARLE COUNTY, PRESERVED SLOPES (TYP) // !\\ No isp \ \ \ ` \ \ \ ® \ \ 1 I ! J ALBEMARLE COUNTY / / I I \\ (/ \� \3 3g� \ \ \ \ \ \ \ \ \ l \ \ \ \ 1 1\ I \ ® ® ® \ 1 ® / \ I MANAGED SLOPES I I (TYP) / I I 0%1 / / _ /'J \\ ) I I / J /� // ��/ I! /// ®® -I/ / / // /J / I 1 ZMA CONSERVATION ,$ - / /' r do /' / AREA (TYP) S6c�'�i_, —_�� gin 'Nil k i 60 ®®�' � 'M46HLIN��— ES /T-\79*4 \ 1 / / /�/oQ � / \� I \\ /----- \\`Y/ J_�� / % ,/ 1 /I / \ \\ l \\ \\ \ /'//_ // J, //�i /`/ 1 ®® y I / ' \ \ 1 I II \�\ \ \ \I \ \ Il 11 \ — \ \ / '_ I ~ \ / / / i'/ l^\. \ l \ \\. / .. // / ''/ ry / N C7� ® A P U o w D cn o U Z Z d N OO'D �Y> '^LOJ vj Q P UU w 0 v) �O U �¢ t J Z v U Q� z� C7 ° > x W0 w Z P % N V O aW N w Q z > O ULd 0 V) > a J } 7 O w 0 En OQ w� cn a P U z 0 a a V w 0 w a 0 z o0 5 z 0 a it 0 w a 0 0 Z DESIGNED BY: UVN DRAWN BY: I ARC CHECKED BY: I JLT o;46syTa of pf40 7 Jimmy L. Taggart Lb. No. 22841 4Q` A�o�dgBlOR�L a Z Q O Of T > Y LLJ a U T < z ca zo O _jw E— Ir J m LU m o J < LL �4 a d O A r LLJ LJJ CM z U) Q S D_ L z W z IL Ir x FD o W Q ° W Lj E- j -- __J LLJ < w 00 2 O DATE: 02-17-2021 SCALE: 1 "=30' JOB: 8438 SHEET: 9 OF 44 EXTENTS OF GEOGRID (TYP)_ ` L CO �ry0 tj aryl ry� (per SAFETY RAILING (TYP) WALL EASEMENT HORIZONTAL CURVE #1 A = 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 HORIZONTAL CURVE #4 A = 89*58'17" T = 199.90 R = 200.00 L = 314.06 C = 282.77 CD = N58' 44' 35"E PI STA = 11+99.90 ROAD RpM�gyo��FN :I 9° C�aZ�O� BLOCK 10 NMD LINE \ NEW BEL VEDERE INC TMP 62G- 07E VACANT ZONING: NMD 4f BOLLARDS 2 18 ACRES # (REMOVABLE) I� Iv-q 4ob 64BW40a AR I& BW,42o % s \� PP $5 � � 422 O� % ,422 \ W O N U'r+ oo\�CCF� 41019 Soy PROP. RETAINING WALL & SAFETY RAILING. WALL DESIGN UNDER SEPARATE COVER BY OTHERS. LINES DENOTE WALL, RAILING & GEOGRID (TYPICAL) PEN I \-01�665F 0 \p. SAD Vol ♦ S/ i ° O \ \ f17.v3 12+'pp 4p cl o•o ' :: sp \ \ i -7 rr r/r PARK M \\ c ,�, rr \ I , ��14,550 SF;. �\ 1`ri' 7'S92SF �`� / ll�a� ; POSSIBLE LOCATION OF CBU, FINAL LOCATION TO BE DETERMINED BY POSTMASTER IN ACCORDANCE WITH ALBEMARLE COUNTY '�`,: J • ,`� J �O DESIGN STANDARDS -- :: SLDE'W2LK" �TYP . s. ;-- -- . i — — — — I V cn I 1 I O �4�j Q,Op �Q DPEN : I j I I I I 11 II II II �I Ij o° I I Ln Ln Ln 4-- 4-I `+ 5113 r\\ I N I c1 Lf1 1p Ln (Al 1 - `+- w O M `-� I I N I I I cn to LiJ U 4 -- Ln 11 '. o• M w I Ol LJ_ M LL Ln 001 l i I r I LIl N l!J \1'I I, a o. ... / START OF SP $SF (vj I I l l m I I Ur 00 Ur Lfl mll7 �I BOLLARDS Z / PROPOSED CLASS B 101,19 i I M I I I M �j n j l i dl m �` M r-I I I (REMOVABLE) / \/ TRAIL LOCATION I I I l I I m m _ '\ C 2• a 1 /,� T.B.D BY 1 I I I I m I / ALBEMARLE COUNTY 1I �I �I Ii I� iI / �:: ::•` :, Nj CEO \NE 25'R s _J / LL CONNECT TO EXISTING ROAD. MILL \ \ & OVERLAY I.A.W 6 ��\•ae i I I VDOT WP-2lpz T W 2 z 2 r CQ L LLJ LL OL J J LLI m L1J T 7 T w ''2^ v! z 2 \ CQC ��O L a RFF /jam PROPOSED CLASS B TRAIL. LOCATION / / c�"i' : / / • ' � T.B �.D BY 'c •: .. �' ::: .: a a / \ ALBEMARLE COUNTY NOTES:------------ � �.. � • � / '4P:: :: ' ' / O � 1. ALL CURB RADII ARE TO FACE -OF -CURB (FC) � r. `•" '' �� ,' � � ti°' ' ' �� ' / �' 422 � \ 2. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED �� ~ � / P� : / /,'' BW' WALL EASEMENT ENGINEERING DESIGN. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. \ t'a / 3. ALL RETAINING WALLS OVER 30 INCHES IN HEIGHT WILL HAVE SAFETY RAILING. \®. \:.'•,\ '' / / 4. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE \ \ — — — — / STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING C...\\ DEPARTMENT. \� \ \ / / / / / 5. OPEN SPACE HEREBY DEDICATED TO THE HOA \� 6. ALL NEW PUBLIC STREET RIGHT-OF-WAY SHOWN HEREON IS HEREBY DEDICATED \`a, \•.'� \�, TO THE COUNTY FOR PUBLIC USE 7. ALL CURB & GUTTER ARE TO BE CG-6 UNLESS OTHERWISE SPECIFIED 8. THE SOUTH SIDE OF FARROW DRIVE WILL BE MARKED "NO -PARKING" \ ��:� ' // // ,58412 \ \ PROP. RETAINING WALL &SAFETY RAILING. WALL DESIGN UNDER SEPARATE COVER BY jW;412 OTHERS. LINES DENOTE WALL, GEOGRID RAILING \ BWi4p6 NEW BEL VEDERE, -71 111`9� INC \�' \ TMP 62-16D \ \ l� \ \ / OPEN SPACE 30 0 30 60 90 \\� \''\\ \ �d� NG: R4 15O0I ACRES 61 LE: 1 "=30' 0 zU g V--i w w D � m O -rn O Z z U) Om =iY!� M J Cn H-a1 §aw O T �1 Q J = LL Qyi U � ¢ 0m "0 dZ =w a O w w 0 0 U �Q J Z v U ZCE CE w( N W(5 LL Z O i N V ajr W N w Q� z J > O va iw a J >- > =ocn Oaz� Sow m= rn O z 0 I u U 0 w a Oz z 0 o_ u I 0 w 0 0 z SyT//B or o )7 y s Jimmy L/Taggart Lie. No. A 22841 ,444 fore-010NAL Q z Q 6 O > T ' Y W J UT Q W z J wm Q m Q Q z W C7 L1J w C� o a ~ Q N 0 � -j _ � O >- Q 0— D_ 0 zw� w Q ° Q J Q w > w J U) w Q m O DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: 1"=30' JOB: 8438 SHEET: 10 OF 44 a 0 N i o �- TM/_ - LEGEND ° L PROP. RETAINING WALL & SAFETY RAILING. WALL r DESIGN UNDER SEPARATE COVER BY OTHERS. PRESERVATION EASEMENT W LINES DENOTE WALL, RAILING & GEOGRID (TYP) \ - / g DB. 5277 PG 305 . a, PRESERVATION 30 0 30 60 90 Q rn 3 w o x EASEMENT DB ` �� Q U 7 W 5277 PG 305 EXISTING STREAM .�/ SCALE: 1"=30' y 0.4 o Z`'v O cn 94 o 410 SAFETY RAILING (TYP) w U ¢ a _ __ i410 %40 100 YR FLOODPLAIN z 410 q' O PROP. RETAINING WALL & SAFETY RAILING. 5 N 7 WALL DESIGN UNDER SEPARATE COVER BY x W C7 q Q \ OTHERS. LINES DENOTE WALL, RAILING & GEORGRID (TYP) p N m \ \ WALL EASEMENT / / '/ GEOGRID (TYPICAL) a N w N W \ / / \ ZN,3g5 gwj 1 ;4 o� \ LQT / gW 38--------w;403 ,Soo SF / gW'3 ;405 _ �� GEORGRID (TYP) 3g5 --1 \ I SAFETY RAILING (TYP) WALL EASEMENT O yh� \ ♦ \' 16 RT_ / / V �,�b I 1 L OT li 8' B \ ; / ti°` \ \ o ; 11,275 $F �/ Q ; o �� I 1 1 \ z \\� END OF STATIONING, `. ; OC ` / / ♦♦ 0 �° FLOW LINE FOC, AT C \ / c,� �, c�j e 11+44/ (TYP) ' \\ 16' BTL >404 4 O $ SF loll O WALL EASEMENT I L F 1 0 .. 6•\ 30'R y �665 \ p / 1°IZ \ \ �\ / END OF STATIONING, FLOW z o I 1�i \ ♦, �.': ^ �W`,1 44 / �/ CG. \ LINE FOC, AT 11+44 O z \ \ ♦ FYI . O \ O gvY/ / /' ° •. •e ♦ \ ......,` / T 2 +;412 y �� I I / 30'R 1 --�--� _ I—� 8 402 zz I n , 426 y— I // \ �b�. � � -- VY� ---- --- Sw 4 -'� � • I EASEMENT WALL E NT ' oc r , _ e 1, 1 2\ \ / y (,0) SAFETY RAILING (TYP) O LS PROP. RETAINING WALL & SAFETY / �' GG 11 19R / ti iT;402 RAILING. WALL DESIGN UNDER CG O ^� gw=3g3 SEPARATE COVER BY OTHERS. r 1 SR R 14+.00.' ` l( ro I / / �2 T3+OO o_. _ \\/ y LINES DENOTE WALL, RAILING & w GG g TYP ; GEOGRID o FARROW CIRCLE (VJW PUBLIC ROW) R \ ( ) _ s \\ / 6 PLANTING STRIP TYP C L1. o CG '12 5.' SID WAL.. TYP : 19pR GEORGRID (TYP) ; z 00 STA:12+96.91 ALONG cG ` y�` Gj� \ \ } FARROW CIRCLE \.: .. �Q STA:12+34.97 ALONG: FARROW CIRCLE s °.� \ PyTA of ,83 r STA:15+46.98 ALONG A�9 FARROW CIRCLE ti , Jimmy L. Taggart \ , ♦ \ \ Uc. No. Q, .♦ 1 A 22841 W Olt "92 Sp Q SIONAL TIE POINT: 5 I ; STA:17+12.51 END OF FARROW DRIVE 1 I^ OP cE p STA:10+00 (POB) FARROW CIRCLE (CLOCKWISE) \ : ; S R , 1 P STA:24+56.64 END OF FARROW CIRCLE 1 I I LOT ZSF I 10 119g 5F r a \.: 71525 W Q Y x I I �I� 1 v T p: a' uu- } 1 I I I Z J Lu o' I: .Ln . MM a w z O a N 1 Z 2A' FC 17+00:: n- 12 LLJ Lu u- Q:: 2 to 2' . : 'N. F- -- -- -- a a ' 'R 00 i w MATCHLINE SHEET 11 z W �. -j,n N W Qa �c, / w CD A. 0 Z x J 2 H L DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: 1"=30' JOB: 8438 SHEET: 12 OF 44 5302"E bO I 047°087032� OPENNCE D I I �32p0 32p0 N '1 v32p0, 18.92, � j�9g5F bi ul Nr OPEN 4p•0' o) rn of 28 zr SPACED o o v I o 44 I 10 119g v vd L' ! 6� / N53213p"w 611 cr 1,N"3 '\`N�^CID y G % 19 64 No III^ a' 55IV 321+3p"E Ma 23.00 2 OPEN 8 0 o 019s,�$ p0 4/" I ob��°5 LyO 15 0 r N m wv f 0-1 ;cv 2 ,1. toy a' 3�, 12•40 !6 `a y �(,111.6 ; 1I:?Qy kX401 I 'F�p 0?FARROW TERRACE (ONE-WAY/PUBLIC) 4.SC29jY �N p�rO QtpO �� 2 o� 9p'p0 S1�S�p1 S1500'13"E '-__- C37 , Oo• 2os. ir �J �� N�4521110 45241"E TOT LOT ` ry 310t6��k a HS4y24 W PARK M `\ 0`O 4 hey 14,550SF �°� M orl e�/�.o��mo`. /0 . f"3 . o592SF o0 TF S„ �iG Cy C40 N7476'13"W 92.50' " f�N56 9.0�/G^Q' 48.27' 99.08' oy 2 C41 Ol W E/ c2 _ a� ss8� �./ �/y : ,off r6 �� 508?5 N1543 g00 NT41fi13a N74'1613"W 147.35'(T) 61. FARROW DRIVE (PUBLIC) /W N / R� % S74'613 E �392.40�'(T) o3m I 4l�07.0f0' r i3N ian S1 3.64'0.�L=53.57 18.76' 38.00' 38.00' 32.00' 3200' 38.00' 30. OPEN 0 0000 10 15�Aoq v r005F o o 5,139 HULLWrI_ II j $�M�,n M ^3...' LL1^d1 .to .1 Lia 'M �I3�'4 iLL i I- m1Ol+h M m8Q1M `e 7�Id, ; r) r%r.) n v An M CI N It ) N : Ln it N L2. 40.00' 32.00' 332.00' 32Al 00038.00' 32.0040.00' N7416'13"W 392.00'(T) '- FO w�ER STREET / BOUNDARY CURVE TABLE Curve Length Radius Delta Tangent Chard Chard Bearing C1 26.18' 1250' 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 N (T) 322.10' 222.50' 8236'33' 196.65' 294.70' S 34*001" E C5 (T) 1 66.46' 22250' 1TO6'52" 33.0 66.21' S 84'494Y E C6 111.52' 231.50' 2T36'D8' 56.87' 110.45' N 77447' E C7 17.84' 12.50' 81'4510" 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 C10 11.01' 12.50' 502838' 5.89' 10.66' N 6428'31" W C11 17.84' 12.50' 81'45'10' 1 10.82' 1 16.36' N 01'38'29- E C12 (T) 284.82' 231.50' 7029'29' 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 17.83' 12.50' 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' S0.15' N 8229'24W C20 17.63' 1250' 81'44'44' 10.82' 16.36' N 4750'09' W Sg \ 5>> BOUNDARY CURVE TABLE Curve Length Radius Delta Tangent chord Chord Bearng C21 11.01' 12.50' 502625" 5.89' 10.66' N 18'17'19' E C22 (T) 208.40' 42.50' 280'5727' 35.D6' 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 3355'W W C25 (T) 203.42' 231.W 5020'45' 108.80' 196.94' S 4937*28' 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'W W C29 16.40' 12.50' 75'11'01' 9.67 15.25' 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' 13.84' S 8917'26" W C35 16.00' 453.50' 201'17' 8.00' 16.00' N 580630' W C36 19.14' 12.50' 87*4343' 12.D1' 17.32' N 3100'56' E C37 223.47' 168.50' 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' 12T32'19' 25.37' 22.43' S 41'S738' W C40 55.31' 335.50' 926'47' 27.72' 55.25' N 785937' W BOUNDARY CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing 041 3.28' 326.50' O'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 38.90' 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 13'4S43' W C45 25.97 15.04' 98'44'26' 1 17.53' 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' M.50' 18000'00' INFlNITY 355.00' N 13'4343' E C48 23.56' 15.00' 9000'00' 15.00' 21.21' N 31'1551" W 049 25.92' 15.04' 98'44'15' 17.53' 22.83' S 6318'08' W ry j OTZ ?S 8•)'4 SF 5 a S7125'27"E LOr6 j '2,500 SF 1� VOA y000�� i y09 �1$yF V "3 MMA 650.00' OPEN 10E 01P198DF 50.43' _ 49.57' C19 N7616'17"W 100.00'(T) FARROW CIRCLE (PUBLIC) 14.14 S7616'17"E 100.00'(T) C18 S74'25'18"E 926.51'(T) FIR 0 y v 0 M 6 FARROW CIRCLE (PUBLIC) 0 S7616'17"E 100.00'(T) C5 (T)_ 00�, � L4.4 L=11.01 49.78' 50.22' L=10.61 L=55.e5 �� r r - r o0 LOT 22 0 \� If°� n y r ItvLL r r a 7,940 SF By 3/ ti w H 00 LOT 23 $" o 7,280 SF \ r^ i IS, NS00030�W 1 N �� 9 982j. 34.21' N66' W 66.47_ 66.30' 84.52 N81 47 �2 W 294W 84.52' N7616'17"W 132.77'(T) N85'5527W 3S..W OP CtA E D _\ 78365 �4. 70 i985F 50 0 50 100 150 SCALE: 1 "=50' (b y3+ LOT u 11,27S SF \10 69� '01 N U 276.51' E -1-050_ 94' � 01 15 10"E 136.70' H� oM V rY h O� t3� \ ,1 1.3q 18 E 108.O1' N 00 OPEN LOT 15 co SPACED 7,5255E 00 1011985E N S7511'23"E 108.59' 10 h°N: s- t'' 'r1\ 4 O ti OS?' �yaC R ¢O L=21.66 9S \ 6�.10 s F 133.59 if, ti�/tico S89'4523 E 3os2 osFn� L�rAG "� LOT18 r� 11,588 SF r'") 3 i� �5h0 LOT20 asp \0865 11,a2yti, rn 3 1 �� 134. �41'48'S5"w 21.26 7S..W 5�1•pg'2 "W, how/ 5 5"w � 5j109'2 N76'02'35"W 181.93' �pyz��6 60 p4' 2�'g4 &�s� Ng9'0"w / U o m W CO CO o U cq ° O Z z co _tooi �YJ a � I-/^� 'v'^^) h Qi alla Ld C5 J 0 Q � J = �4 00Cc W CO ¢� m "0 a Z IE C) CO wa Ooo w 0Q u�OC a J Z v U Z0 0 I_ v N> o CO o �+ W a v] 0 Z �> o �w t11 N W Q N 0 J > Fni_ Ld a J U) i O =C)W o O O WIr a rn _ rn U z 0 d Cr N w 0 0 z a LA 0 w a 0 0 Z �o$��PyTH OF. �y Jimmy L. Taggart Lic. No. 22841 w4 `SSIONAL 8Tj01{`v Q Z Q a O _ > H Y JCE Q U T o z�wm� m LL � a CO 0- O Q w z Q N 0 _ (0 I Q o Z Uj � Lo Q LU a aAa wW M /-j o W < a m 2 0 DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: 1 "=50' JOB: 8438 SHEET: 13 OF 44 i PROPOSED SECONDARY ACCESS ROAD TO CONNECT TO EXISTING SECONDARY ACCESS ROAD PROPOSED WITH BELVEDERE PHASE 5A. ADD REMOVABLE BOLLARDS. END ROAD CONSTRUCTION. \ \ \ \ \ \ \ \ \ NEW BEL VEDERE INC TMP 62G- 07E VACANT ZONING. NMD 2.18 ACRES 9 PC 651 v 8 / \ = � / /. EX. / SSMH a�rO NO �,,j� / /Q \ g SEX SMH O s\(o�� Qj�C�'•� ( o \o OPCEP pNCE REO \ \F� EX.FH \ \ \ NSE G PG669 6 p�QF .P\\\ CO 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 U / OQEN B SP 01 9 F J BLOCK 10 NMD LINE,' EX. SS f r 7 $ 5� I I I m -� U- ..., I 1 V, Ln m k u cc, \ I r / 0�,19 i I M I I m m %jII 11 rn M l7 L7 �1 / D 11 II rn I 11 m M M �11�� AD SIGN 11 1 I 11 nn STOP SIGN M 1BOLLARDS •� FX \�\• ALBEMARLE COUNTY MANAGED SLOPES�(?EMOVABLE) \ \ .. \ (TYP) Q : xl i o �� \ /COI^, \ Imo: �I CONSERVATION ST $t • AREA PER ZMA •:� bra BF� \�`/��\ /NC � � RCN/NGRI'An1 D \� \ l `-' l) �'� \•�• �' '°� ,'' / ALBEMARLE COUNTY / PRESERVED SLOPES / \o'geR s �\\'�<� V �\ \ \\ `,\\ (TYP) VDOT EW-1 y \ SQL \,zz \ \ \ �'-------- o2oV'SNF'v7'�� /�'�,oF�'TY � \��.'`\ 1��\\\ �� ``'�•��\ ,'�/ '' � L�SR / , 76 qc' NCO <<c \ \ / / A] /------------- - zq��ti \FEE / VDOT EW-1 LEGEND SANITARY STRUCTURE 31 05�1 STORM STRUCTURE ❑T EXPECTED LOCATION OF TRANSFORMER'\\ FIRE HYDRANT \ 1;°/ �/ /.%/ \\"..\ \ \\� \' / NEW BELVEDERE, INC f ROAD SIGN \I'Il:...I l NgI�I I II I �I"I1,'l — \•.�\ �\ P 62-16D RETAINING WALL 0 SPACE�x I.°I I — /ZO G.- R4 SAFETY RAILING 15.0 RES PAVEMENT CONSERVATION AREA PER ZMA LIMITS OF BLOCK 10 NMD � RETAINING RAINING. WALL DESIGN UNDER SE ERATE COVERBY OTHERS. LINES DENOTE WALL, RAILING & , 7 j SW,40 �W,42 GEOGRID (TYP) B 44p8 BW;4 gW,415 `= 3� ,422 PRESERVATION I \C / X-OI 66 SF \ 0 4 \ \ 4 - - it 5 N 1 AREA PER ZMA i E 1 ,� E I \ \ \ W= 8 011.9 Lo kJo\\\ / / 40 ry�0� 32SF \\\ \ 422 Q1 M ry 6l // \ lJ�V. / Illy - \ / \ \ \ \ ONE WAY SIGN ♦ \ \ Q V O Q / / 18� FPS Vc � `SiC // / / DWELLING (SFD) HAS NO -PARKING \\ k \ \ �� TWO DRIVEWAY PARKING : \ Q''� z SIGN:: SPOTS AND TWO GARAG PARKING SPOTS V4 /. \ \ TOT LOT PARK M \;:: ': \ „' ;/ Lo-r 1 O SF ♦ " (�p:,,'::' ��'.. \ �rr 1l 7 1 �1 4,55 :<j:;:. \\ 1 /r / , F592SF \\ ~/\POSSIBLE LOCATION OF CBU, FINAL \ LOCATION TO BE DETERMINED Y STOP & DO NOT LOC ED B \.:: :. � ,. \:.C� ' POSTMASTER IN ACCORDANCE WITH ENTER SIGNS SANITARY SEWER �':, �� \ © ALBEMARLE COUNTY DESIGN STANDARDS FHA ♦ � ! .�� MANHOLE (TYP) \ < DO NOT ENTER' c,/y r( ROADS �� Ste♦ \ !►. IGN « : ; -_ SIGNco -0 ULL ). . y� cc - �I lr, V co W 2 -z 2 tI I w UJ IL Ln II _ j LL Lu m III � I- L — II W W t m r 7U g A m W m OZ Zw O(O :Gn Y� J Qdt W U T J = LL OU ¢� m OU7 w0 0 W °a 2¢ ° Q J Z v U ZO �, N w cu �> o aw N W Q Z J > O ui x UUw a J } (n> = O w Oaz ° 0 W Q �a m= rn U z 0 a a 0 w 0 O z z d uu 0 a 0 0 z S�,TH Op Alec Jimmy L. Taggart Uc. No. # 228 d�a�d88701iAL z Q 0 Q _ O T ' i ul J U T Q z OJ LU m z Q m < pLL Llj P w E~ U) Q � W c Q N o a o J D U W Q w Z Q w Q ° Q J Q w \ I- J U) w Q m o DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: 1 "=30' JOB: 8438 SHEET: 14 OF 44 a m 0 0 iV -- ` LEGEND ------------ —_ - \� _, �/ PRESERVATION EASEMENT / ' DB. 5277 PG 305 i EXISTING PRESERVATION ®(oJ EASEMENT DB 5277 PG 305 /=^ PRESERVATION �I vl AREA PER ZMA 100 YR FLOODPLAIN ` / `' ALBEMARLE COUNTY STEEP W . —`� SLOPES OVERLAY - MANAGED Z J ZW ,q0 CONSERVATION AREA _ ,412 D PER ZMA ALBEMARLE COUNTY STEEP SLOPES OVERLAY - PRESERVED U 4 _ ---� — _ _� PROP. RETAINING WALL & SAFETY RAILING. WALL DESIGN UNDER SEPARATE COVER BY L r Q t \ / �� OTHERS. LINES DENOTE WALL, RAILING & GEOGRID (TYP) ZMA CONSERVATION AREA ZMA PRESERVATION AREA LOT I gW' I 6 I / / 3a5 \ \ I 11,50p SF I� / /j �\ \ B _ _400--------------------W,403 \ \ ®®OR 0 ® 95�95 1 1 1 r 95 SOIL LINE TYPE 0 (SOIL TYPE) L JII p / 1 I I I I / \ E // i LOT i1 OS: OPENSPACE 8' TL to�< 'y // \ , / p� go \ I I :111275 SF I I I I / I I I I 30 0 30 60 90 o� \ 1 I I I I SCALE: 1"=30' Ab 4 \ SpP9g5F e 3 W;4o4 \� \ \ \��/'/ / �p � •��//%��'py 3�c,F \\\ � 0 c 'r \ , loll 66 \ 1.o, rly 32C)C \\\\ �• .9. r e`. \ \ / // y �p� CG�1l 00\j QJ I \ // / / / ❑ 12 •STOP SIGN W.CIRCLE VAN Puna ROW) O':: •.. -�� / � v lj i l If DO NOT ENTER / \ �/ %,.• g .12 SIGN ❑T 21 e SIGN':Cc\ (TYP) �0 \ \\\ �\ / 1r = — — �-I i SANITARY SEWER MANHOLE (TYP) .; \ \ \ II m JI \ �\ /%/ 4g� '� PROP. RETAINING WALL & SAFETY RAILING. WALL DESIGN UNDER SEPARATE COVER BY o 1 IL ALBEMARLE COUNTY ,� I o ;.( \ MANAGED SLOPES OTHERS. LINES DENOTE WALL, RAILING & GEOGRID (TYP) \ \ \ \ . ' ELECTRICAL TRANSFORMER (TYP) FINAL PLACEMENT TO BE DETERMINED BY DOMINION POWER LiJ :: 7 I I u 3 II J `.'. • (TYP) I \ a_ I CONSERVATION LOT • �(,. -----J \cp ��\ AREA PER ZMA _ __ I I m I I I I vg r� NOTE: O' Q L n II �� L — — — 1 - LOTS H - I TO BE ADDRESSED UNDER SEPARATE COVER r T 1 I LO 5 C P SF — - — / J : • 1 _—_—_J I I o M �I - EACH SINGLE FAMILY DWELLING (SFD) HAS TWO EACH ' I II I I II Y 1g$ IQ �0�1 �a V. JII o I I II m I I PARKING SPOTS AND TWO GARAGE PARKING SPOTS I 7,525SF LL= = m':---- 3 �J ;. It !n -� _j o STOP d Q Oa to `n Z r u l o I I Z • . • ----- III --1 H- LL 1 „ L O -- -- - I SIGN W 1 CL I O i r-- -� .. I I L __ — _ Lu ti I I W I a 5' SIDE SETBACK TYP O LL cc a CL 1 " • u 1 rn — — — — -- 00 - TM cw� M w ;I MATCHLINE SHEET 15 II __JI II L- � � I W �. �ti � I 1 it �� v1 I W - JI - -_- �- -- - - -- IjF ---- °- b; I / LEGEND Ill N �i /.° :.: �/ � LV Op SANITARY STRUCTURE Z 31� STORM STRUCTURE J ❑T EXPECTED LOCATION OF TRANSFORMER 2 A FIRE HYDRANT Uf ROAD SIGN RETAINING WALL 5Q SAFETY RAILING PAVEMENT , U o m w C7 O' N O O� Y> d1 r 3w x HZQ, In y 0 U w � �v pin cdo W U a x 3 3 z� Z0 x W� w� O H °' O d' P W N N w d z > o � a E xg gz O z w Ua �x m U z 0 w 0 w Q Oz z O a U 0 w a 0 0 z DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT .JT/H Op 1, Jimmy L. Taggart Lic. No. 22841 i4 A�oFesst ONAL E��'1�6 Q N O > T - Y a U T Z LU ryo�y�� W � Q a CC) p a W F" E' (~ Q W Q N o a _ (p CD D- U D' z LU 2 Ir 44 w Q Q 0 w O DATE: 02-17-2021 SCALE: 1 "=30' JOB: 8438 SHEET: 16 OF 44 / ALBEMARLE COUNTY p0y \ \ \ \\ \\ \\ \ PRESERVED SLOPES 1 \ \ \ \ \ I apv� ALBEMARLE COUNTY \\ MANAGED SLOPES 1 \ \ (TYP) ` I I BLOCK 10 NMD LINE \ \\ \\\ \ \ \ \ \\\\I\ \ \ \\ p?vN \ gW;420 1�011 I I 1 436_ \ \ \ O' NEW BEL VEDERE INC _ TMP 62G— 07E �o _ = , ; —�. ell \ ` C \ R \. VACANT — \ \ O ZONING: NMD r — — — \ \ \ 2.18 ACRES — 1019 \� \\� � �\ �'---- '� ��, ��- sue. � •,� PG. \ c \ c v� IN 5X O / 1 // / h o`\,z Q /m�c�� j// pSAC \\�/ §Jti ppEN E PROP. RETAINING WALL & SAFETY RAILING. WALL DESIGN UNDER SEPARATE COVER BY OTHERS. LINE) DENOTE WALL RAILING & 1W ,44 8 W;AO gW= 1 1 \ \ \ _ \ GEOGRID TYP `p� gW,/ / Fti422/ /,/ i pPEN v v / \ / �31.6 ' �p CE� 32.5 — x 31 / / /;41 SpP 'aw- Jlo1119 0 / /� : \i / 4 0 • /i l� � \ pq'4 '-_ I ///// - 32 � ? - (per � / \ \ \ - - - / , \ / /i'•G \ I � ''. ^ Q I� `1�uI j I t 4— Ix41d cHLL) U q'\ 00 ul) —— ry) � p CE \ I f m m � M 1 L LI I ILL OD LL �i �t I I I PI Lr1 $ SF \ y \ N rn 1 Ol En N ny m -do LL�1 /� I�/L7 00, ;; Ml� \ �t •tl i ` — . '—/ 1 �:•a ' 01,19 I M I rn (X'1 N 1 I m ¢ M °° (j Lfl ®1\ I W z rr F M Uj LU LL. r v) cl, LLcn cn / jir— t y " f \ \ I \\ M �\ I — 5 N M I / / N /"' M ,n r,rj�'\—I Lu// PG669 a � SfflN$fT \\ sEG / --- --_ - -- — ---- ---- -- - -- - _ I r \ Iti� ffr 20 F J I�' \�� .• � � f \ I I 1 \ _ _ Imo. 1 �• ^, LEGEND �� \ R \ �� - - IN / 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 LE: 1 "=30' \ \ 414 f/ -[ / O _ K —� • _� � \\ \\ � \ \•'dam �\ \ �' J �� /��__, / \ / \ IN I L -- / LEGEND ©0 SANITARY STRUCTURE 31F40�1 STORM STRUCTURE \ ❑T EXPECTED LOCATION OF TRANSFORMER \ \ \� \.. / / \ IN \ \ \ Ak FIRE HYDRANT \\\\\ \\ INC BELVEDERE, / \\ f ROAD SIGN 4' " \ \ T \\ \\ \ \'•' \� \ '' \ \ \ \\ \ \ \ \ \� f:. •'.\\ / O N SPA CE \ \ \ \ \ \ \ \ \ \ \ \ RETAINING WALL \ \ \� \• .. \ ZO G. R4 \ \ \ \ \\ \ SAFETY RAILING \ / \N, \ \ PAVEMENT 15.0 RES \ \ J. P o zU w D cn o U 0 z O'D ZdN J�> Q 0, Q J O U UJ J = O U a '>�' W m Ua �Q J Z a� v U V c> o (n o xwlm) C�W Z U P % N V z aV) J > w O x Ucn> a J i c~il > =mow O a OQ W� (n Q rn U z 0 a 0 W a 0 z oz z O a 0 W a 0 0 z DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT SyTB Op PIP r Jimmy L Taggart Lie. No. 22841 ti4 A�OIsge10NAL dal{ro a Z T w Y J U T a w z J w m Q m Q a a M a O LLI W c1r) p~ z Q N a Q U 9 LL. Ir z_ WLK LL W 0 Q < LLJ LL.I < a I m 2 DATE: 02-17-2021 SCALE: V=30' JOB: 8438 C.I. 2' SHEET: 17 OF 44 7�� ri LEGEND TPRESERVATION EASEMENT DB. 5277 PG 305 ui W ALBEMARLE COUNTY STEEP SLOPES OVERLAY -MANAGED co W ALBEMARLE COUNTY STEEP Z SLOPES OVERLAY - PRESERVED \ \ \ \ l � / �;'l ;:�:, / ( I -^�_- \ \ \ ZMA CONSERVATION AREA cn q �I 1-I . . • / I• \ \ \ \ \ ZMA PRESERVATION AREA lI �i IL II __ 11fIAT HLIN HET (9 I ::�: 40 �r — / J O/�� o L.1 / III Jm I 11 \/I \\\\ \\\ \\\ \� 49 \.' I - � Z - \\ II\ \\ \ ®® ® e.: 11 43e - - \ I 95 SOIL LINE TYPE (SOIL TYPE) LL _ ` LI = - BTL: BUILD -TO -LINE Ln 1 r \ \ OS: OPEN SPACE 40 �n J wLL -`- - \\ d Q \ r z \ 30 0 30 60 I wLL \ a' � �, — -1 \ 4 ' ' - - - -- -, \ \ : SCALE: 1 "=30' Lu / / L - -- - — � j•; ::\ Z = I � -� --- J / � � / / \ � \ I / PRESERVATION ; r — ---- —T L i / Z ^\ 1 l l \ EASEMENT DB 5277 PG 305 , // , �� y / / / / \ \` L / / / / / SEE hSET "H" SJIEET 20 \'',\'.\ T~ I / / .®'• e / �/ \ Off• 1 I l`\ 1 \� \ ALBEMARLE COUNTY` - ti -- / PRESERVED SLOPES (TYP) • / G/ 1 \ / I ( / \:: \ I J ZMA CONSERVATION /�:• A / / - // / / / / \\ \::�:: -�\- - / AREA SEE INSET�.. \ I \ II / / -1 ^"'•� F',�a / \ ,cD / SHE T 20 / \ L -a- Fo, / u �r/ g \ / ,� \ ,.. �9 �.' � : .. • : LOT /W/�b / .�: � C,� i' \ � �\ -' ./ •. �' ''. •' -:`LSO 2110 .��'''� / \\\ � `�<'�'_-'-�`�.:;� / / I oirn cv c / E \,� W pLRasR ( / IRCL ( I I y F r2:3. I FF✓41s.b/ _ - , I r CID \\ \ \ f O ? �� / I I I \ I I I / / I T 22 \\\, \ \/ < dZ \ , / - - / 6 --- / - C n o0 4 { \ \ - SF 6� \ \ m M v \ �'eo- -05 LO 2fj -O N - I 2 o SF ! v v I F-gym - l�o � � � 1 ._� y III � � - I BF=4L• I 111 (N� _W/__ -- � � \ ��vv/� \\\ /ii� // l // ♦! i i N \ 0 gW 0 PLAIN FLOOD / --_ 0 40 BW' �W= \ _ ALBEMARLE COUNTY 2� a, v v 396 i , / i' MANAGED SLOPES \ \ \ \ B \ 6vN= 2g \ \ \ \ (TYP) 01 4 %6 �W4 ' - 385� PROPOSED CLASS B TRAIL. 3a0 -39 - _ PROP. RETAINING WALL &SAFETY \ _. N� BW�" 384' � FINAL LOCATION TBD BY \ — RAILING. WALL DESIGN UNDER SEPARATE — ALBEMARLE COUNTY ♦� J i COVER BY OTHERS. LINES DENOTE WALL, Go- OPEN D — 3g ♦� RAILING & GEOGRID (TYP) v v — - - SP ti99 F 101� - \ \ / G ------- \_ ALBEMARLE COUNTY PRESERVED SLOPES (TYP) U o m w C7 O' N O O� Y> on) � 3w x EZQ y 0 u w � �v pin 04o 0 W U a x a U 3 3 z� 01% W Wu rW)w� O N r O d' P W N w W d > z Cc) �T4w a Oaow Ua �x m u Z 0 u w 0 w a 0 O z z 0 a u 0 w a 0 z DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JIT T/HO'p Jimmy L. Taggart Lic. No. 22841 A. A�oFesst ONAL Q N O > T - U T z ° LU m Q LL a a_° W LLI Ch a Q z N o _ (D d U z_w fs, q xQLu W � W C5 M W Q �i DATE: 02-17-2021 SCALE: 1 "=30' JOB: 8438 SHEET: 18 OF 44 a n v iV N RAMP ?8J 1": 12" 1 . LANDING 1/4": 12" MAX TRANSITION GUTTER PAN SLOPE TO 20:1 MAX AT FCROSSING (TYP) J U I � U HILAH ALLEY o ry ILL 1 Q LANDING e 1/4": 12" MAX a RAMP �O 1":12" a 1 SOB i a ' CG-12 INSET IIJ11 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 (8.3%) 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 (5.07o) 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 (8.3%), 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 2.08%) 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. RAMP 1":12" . II,O �i 16.7 16.6 LANDING 7,�?. 1/4": 12" MAX a ASHLIN COVE TRANSITION GUTTER PAN SLOPE TO 20:1 MAX AT CROSSING (TYP) 1": 12" �a O 16.5 LANDING 1/4": 12" MAX 4 16.6 v 4a I.a CG-12 INSET 11H" Lu J U O I II RAMP 1 ":12" S v •6 S�7 LANDING S S 1/4": 12" MAX S7 � D v' 0 v y1• RAMP 1":12" TRANSITION GUTTER PAP SLOPE TO 20:1 MAX AT CROSSING (TYP) I- Lu W W J OILL i f" �;� I �oee� � \ j II I�aD j \ CG-12 INSET IIK'1 j D O� RAMP 1".12" �y d 19.7 C 19.6 D p `Ua ?p•/ LANDING--� 1/4": 12" MAX LLOYD COVE TRANSITION GUTTER PAN SLOPE TO 20:1 MAX AT CROSSING (TYP) D � �O• D 19.8 LANDING 1/4": 12" MAX 1 Y.`J 9 Rio' RAMP 1":12" 2ps 204 D, - 1 CG-12 INSET IIG11 RAMP4p6 1":12" L� 40.2 o < 40.1 TRANSITION GUTTER PAN/ SLOPE TO 20:1 MAX AT CROSSING (TYP) FARROW DRIVE LANDING 1/4 :12" MAX W U O LANDING Q 1/4":12" MAX LL a 40.1 40a 40.1 RAMP 4p? . 1":12' n 40 �) 6 1 1 CG-12 INSET IID11 Lu I U O LL_ D 1 1 'D. RAMP 3p0 .,9 1": 12" wow - LANDING 1/4": 12" MAX > 1 �'V 1 I R 1 Lu 1 J U HILAH ALLEY O TRANSITION GUTTER PAN cl:� < SLOPE TO 20:1 MAX AT Q CROSSING (TYP) O ti• 1 DeOec> ti A LANDING 1/4": 12" MAX RAMP > � ;\ 1": 12" 1 0 1 1 D CG-12 INSET "F'1 26 I I RAMP , I I 1 ": 12" 42.2 . a g?? 4?) LANDNG 1�4":1,12" MAX 4 1 1 .p I 1 I I 1 1 I I 1 1 I I I v0 F+^ ' 'LJJ 1> 1 1� LL 1 OW ��RPGE II TRANSITION GUTTER PAN SLOPE TO 20:1 MAX AT 1 1 CROSSING (TYP) LANDING I I 1/4": 12" MAX 42.1Al i 1 mod, 42.2 ° / 42.3 I 1 I I RAMP 1":12' a 1 1 v 4. CG-12 INSET IIC'1 10 0 10 20 30 SCALE: 1"=10' RAMP i� OI �,� S40 3bo. LANDING / 30.9 1/4": 12" MAX FARROW COVE TRANSITION GUTTER PAN SLOPE TO 20:1 MAX AT CROSSING (TYP) 0 ? v 31.4 \-LANDING 1/4":12" MAX 31.5 31.5 RAMP 1 316 1": 12' 32�. 3z0 a I � 1 1 RAMP 1":12" r� 44:2 44.1 isr6 LANDING 1/4":12" MAX 4 •O TRANSITION GUTTER PAN SLOPE TO 20:1 MAX AT CROSSING (TYP) FARROW TERRACE LANDING 1/4":12" MAX CG-12 INSET "Ell J U) U) W U U of Q 0 Z O W U) 44.(YD 44.1 It 1) d¢2. RAMP 1": 12" 44.6 e o CG-12 INSET II1311 I I v 1 1 v D aD �6 46S RAMP 1 "• 12" p p� 46v0 • � I p ' J 47.9 I S I LANDING A g it/f":12" MAX I 1 4 •6 I I I I 1 I 1 I 1 1 1 I 1 I I 1 i W SECONDARY ACCESS TRANSITION GUTTER PAN i i O SLOPE TO 20:1 MAX AT i 1 CROSSING (TYP) I Q L L- I 1 I 1 I 1 I 1 I , 1 1 I 1 1 I 1 v tk N LANDING :12" MAX 1 48.1v v 1 48.2 '. I 48.2 I RAMP 463 1":12" F+4 1 1 CG-12 INSET "A'1 J P U o w 5 cn o U 0 z ZdN J � Lo U < J O U v/ J = OU a( w m pin o � Q _j J Z v U z z� c> o (n w0 o x C LL Z O P � % Ld N P V a w V � N w z 'j/Qyi-J�+j' �1 Q J > wi O U > a J N } > =zw 0 a OQ W� �a rn U DESIGNED BY:j UVN DRAWN BY: I ARC CHECKED BY: JLT oS TB op PIP Jimmy L Taggart L e. No. 22e4\ ti4 A 4%� po7ONAL al{ro Q z Q 0 a > T w Y J U T Q w z J w m Q m 0 Q a coa o LL1 W M z Un Q N o Q CO U z_ W 0- Ln LL LAQ 0 Lu w F \ W Q m � a F W A U U DATE: 02-17-2021 SCALE: V=10' JOB: 8438 SHEET: 11 ZO OF 44 RET. WALL BY OTHERS. LINES DENOTE WALL & GEOGRID (TYR) ppEED --- � l�l � NOTE: Sp PC / c� 0y� �� STANDARD DETAILS FOR \ \ \ \ \ \ BLOCK 10 NMD LINE �O�Y11 � _ ! .3; �� 41 /l/ IMPROVEMEN SINFRASTRUCTUR ARE SHOWN ov-153 / ON SHEET 46 - 50 Tr o N ` -�a3 \\\� l �� (3N Ln \ \ \ \ \ NEW BEL VEDERE I, TMP 62G-07E VACANT ZONING: NMD 2.18 ACRES \ 8" DIP CL52 WATERMAIN odl LpTl / 71592 SF GATE \ Zr(1) 6 qF S VALVE & BOXES J� \ �Q �P 9 \ \ \9J \ 8x6 FHA _ = oQs \\ \--------------- / L PROP. K-SAN. SEWER EASEMENT �' _ __\ASSEMBLY L = • 1 �F � ' ` — ---� -- UGE —o—ucEEXPECTED PRIMARY 8R PROP. 2 SAN. SE — UGE ELECTRICAL SERVICE I 8" SDR 26 8x8x8 TEE; 3 \ _ --- - D �� \ '�, � /I8 � / � � �s� GATE VALVES & Y ,�---------------- ---- 1--------------�- w_----- _ 14+00 a 15 BOX \ __ -_ i B\ 5 ��g P� S6 g\ \ ' / l \ � \ �� `ram' / /� ,_ i� k _ �'�—� 13 o — — — S 12 — — 16+00 0 17+00 ,-w w w w w w w CO—w w w tV w w w w w w— ifl—w w—� N 4 If)// i/ \ \\ DOMESTIC �co�0 / p a i �� \\ WATERMETER � O (TYR) 8lo x-8x6- TEE; -(2) 8wGATE VALVES, 11 I I Oo STO,`py 1(1) 6" GATE 8" DIP CL52 WATERMAIN I Ln 4- 4- 1 1 1 (TYP) I VI I I VALVE &BOBOXES I I 8x6 FHA -I L(1 V1 4- CD-1 c. ASSEMBLY '4SF F � Lnl 4- 4— ry) rs \ Ln LA Lu ❑T ` '� 45' BEND p C� I I `� m m w M m W 00 I I LL '� 11 Mll7 - I LIl � N lO ' to v 1 I ' uGE ` / Sp P I g N N 1 1 I I Ql a Q M J LJ_ M, a LL ppl I 00 i Ln M l� �t �I 1 / \ \ UG� SF I In CONNECT TO EXISTING �O� I 1 I I m M `" I ¢ v m \ \' ..::• 19$ M M I I M N n Ol m ¢ M m lJ' Lfl \� \^ WATERLINE. CONTRACTOR TO I I I I I I M y M N N .I 1 BOLLARDS /' EXISTING I l u �' U� THE WATERISTING CONNECTION POINTREMOVE BLOW-OFFY I 1 I I I 11 1 M �1 I // o CENjERE FX �� , WATERLINE 1 ° ucE 11 11 11 11 I1 / ° / DUCE — bO�,O��o 2 �\ uGE�uc Luc \ r E / ttio/ / \ ��...�� EDUCE -- - -- -- --\ _\ _\u —ucEu i / % CD-1 \ \ \ —u� cE ucE '� UGE UCE —UGE \ \e ry \�: \�� .\ \ .� ucE T uGE— uc� uc� uc� u—�E o�E ucE — ucE — uc� — ucE — uG£ — uce — GE — cE — cc �G uuv T i I �� 4. EXPECTED PRIMARY I / \ 1 ♦ \ a a ��°'�> ELECTRICAL SERVICE CD-1 EW-12 EXPECTED PRIMARY F vvt '•A ELECTRICAL SERVICE LO J Wn WE \\ 3�/ / o� \\ LEGEND O 0 SANITARY STRUCTURE 31FZ�l STORM STRUCTURE ❑T EXPECTED LOCATION OF TRANSFORMER Ak FIRE HYDRANT ROAD SIGN RETAINING WALL SAFETY RAILING PAVEMENT sfi 8F,433 \\\ I l l BF, 442 BF,"2 \\\ FFs44 4 I l l 432 432 M �o` k\\ .BF,43 1 \ \ 8F_442 EXPECTED Ff'44 5 / 432 / / \ \_ ELECTRICAL SERVICE \\ FF,446 8E q3/ ,7u_ REMOVABLE \\\ gfu' \ BOLLARDS � \ \ 6x6 FHA ASSEMBLY Y \ h IN \ + q� \ \ 2� \ , \ 2 C152 WATERMA� \ \ \ \ 8• OR � 6" DIP UGE— -_ UGE 4Yo15��-!=�'\ \ �� TOT L`u�\ \ �\ �P0 4 ��\ \ r `� PARK., 14i55 0 S \ HFIN Lu ,u °e Z ILL / �f I Q/ �; II I O/ V LL L Z IiI to wavy H p L/ Oa LQ Ln I1I LLI L L Q'' N _� 8x8x8 TEE; (3) 1 & BOX E VA VES III 8" DIP CL52 WATERMAIN LL W �'0 0 r - - � ri y Nf-� .,� \ \ *� a \ \ �'�,.� _ / \ \ \ PROPOSED CLASS B TRAIL % / / ..: ' A BCC f\ \ \��\ / w �\ ��• y ° \ \\ 51 / / aQ / / /� 4pT \ \ CD-1 -------------- Vic:? l o sN/NONT/q� ACSA GENERAL CONSTRUCTION NOTES -- - 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION y - \® \ > \ / / / / / v CIO 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 REQUIREMENT OF THE / y /::je / / /� % \ \ \ \ A' PERMIT SHALL GOVERN. VDOT MUST BE CONTACTED AT LEAST 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. /\\.\�\ \�� \• • s \ // ,'' \ \� 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. l� /e 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THEY1 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. / /.; ,/ �%/ _ / % /e'•� \ `\\ \\ \\\�® ? `� \\ / / / \ 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"// \ \ \ �/ �.\ s / ZNEW BELVEDERE, COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE J y INC f 1 1 \ '\ \ AN s \ / CHANNEL. 1: �I l.' �. \ \,: TMP 62-16D 7. TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL �s 1. ,l bl I II I ;'I \.A \ O \� \ \ \\ � OPEN SPACE DEVICES. GL \� �: •-\\ 30 0 30 60 90 I 'I 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE -CLASS III. I-'1 I� .4 - -°�\ �\ lf� \ \\ / ZONING: R4 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR �\w� \ 15.0 ACRES CONSTRUCTION INDUSTRY (29 CFR PART 1926). = I d II \'' \ \ �• ,/ \ \ LE: 1"=30' hl h (:' \;.\ \ \: °\ / P o zU f--i w rn o U d N O z o'o Z U J Q J 2 UU a� w m pcz-n �o OR U J Z v U z z� �> o � � w o r 0 Z Z P 0 N w Q > z o \ U vw J a J ~/ } 7 =mow O a dU w/ O Fil w � �a P = rn U DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT OF hfIWQ Jimmy LTaggart U No. i '�$ 22841 yr oAr SIGNAL Q O Z T c Y UT c z J Lu u Q m U Ir J a Q C D_ I_I_I w Cr F (n Q N c = C4 Q a- 0 C z_ w LL Ir u XQ w 0 � < w u > F _J u LL < CD ` DATE: 02-17-2021 SCALE: 1 "=30' JOB: 8438 SHEET: 21 OF 44 wo I \ N LEGEND W M �� SANITARY STRUCTURE W 31� STORM STRUCTURE EXPECTED LOCATION OF TRANSFORMER V! � FIRE HYDRANT Zf ROAD SIGN J RETAINING WALL SAFETY RAILING U o W o U o N Oz prn 3� u 0U� i y m �Iv pEn ao � w U¢ a -z z� W C7 0 -` Q N 0 > o d aw N C W SF Frrz > o x E. OazW °o mx rn u LU z 0 u LLI 0 Lu flo w a rn 100 -It Oz z 0 a u 07 CD-1 w a 0 0 j Lid z 19 4'kk -yTH U �'7 Y v y Jimmy L. Taggart Lic. No. 22841 1n rr A�OFesStONAL ENJ`}`c+ a z Q O > T Y a U � T z ° Lu a cY) a p z WW��a z V) Q N o = O a D_ U � Z AREAS WILL BE < W Q q ~ � w W E" W o Cd PAVEMENT 6uj (TYP -CD-1 DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: 1"=30' JOB: 8438 SHEET: 22 OF 44 a r LEGEND 0 SANITARY STRUCTURE 31� STORM STRUCTURE ❑T EXPECTED LOCATION OF TRANSFORMER FIRE HYDRANT ROAD SIGN RETAINING WALL SAFETY RAILING PAVEMENT PRESERVATION EASEMENT DB. 5277 PG 305 F�l " v 1 FFtYi o.^ unoc f SEMnIVT II OW 0 m I =gr 10° LOT 16 13,335 SF \N O STUB FOR FUTURE DEVELOPMENT LOT 17 201912 SF LOT 9 5F 13-24'1 r JJ �, EASEMEN -tip r ,- min // 100 YR FLOODPLAIN C- /s RIM / EXISTING TRAIL 100 YR FLOODPLAIN P HDPE ROP. SjO S --- r , EWER ------ ---,, EASEMENT ` 0 36° HDPE M� �N '�.�--------------L°T=p ----- `\ i / 1p,9$p SF I I / S 36°y ! 50' RWSA SANITARY I I I �� PF ° D B. 657SEWER APC. 5i10 & I •� CAI � �, I D.B. 712 PG 454 O> \ ---------� / / � PROP_ STORM SEWER EASEMENT________ O / , / / / / / / r r r r / • I , S,oO'OF ' SF / I / I / I100' STREAM BUFFER DB 4571 PG 300 i I � I I 30 0 30 60 90 SCALE: 1 "=30' STORM SEWER CONNECTION FROM SHEET 23 SANITARY SEWER CONNECTION FROM SHEET 22 30 0 30 60 90 SCALE: 1 "=30' , R1 • C) ✓/� / •I �i • PROPOSED CLASS B TRAIL. FINAL LOCATION TBD BY r — — — I ALBEMARLE COUNTY J / , / OD. • ----- --------------- 1 o i / i -----------------PROP.-20'-SAN_3EWER-EAS ------- 10.�R 26 ----- ----------------- ----- ----- -------------------- RWSA SANITARY SEWER CONNECTION NOTE: ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH A FLEXIBLE RUBBER BOOT. ALL CORING METHODS, THE CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED BY RWSA IN WRITING PRIOR TO CONSTRUCTION. RWSA ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE MANHOLES. BYPASS PUMPING MAY BE REQUIRED AT THE SOLE DISCRETION OF RWSA STAFF. GROUTING OF THE MANHOLE BENCH OR INTERIOR MAY BE REQUIRED, AT THE SOLE DISCRETION OF RWSA STAFF, FOR A SMOOTH TRANSITION OF FLOW. EXISTING MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE TO THE SATISFACTION OF RWSA. WHEN TYING INTO THE RWSA MANHOLE, OBSERVE THE STAIRS INSIDE THE MANHOLE AND DO NOT MAKE A CONNECTION INTO THE STAIRS. CONTACT RWSA ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEDULE A CORE OF A MANHOLE. IF EXISTING RWSA MANHOLE IS LINED, HAS A PROTECTIVE HDPE LINER (AGRU SURE GRIP). ANY MODIFICATIONS OR DAMAGE CAUSED TO THE LINER MUST BE REPAIRED BY A CONTRACTOR THAT IS APPROVED BY THE MANUFACTURER USING THE LINING MANUFACTURER'S RECOMMENDED METHOD. THE REPAIR METHOD AND CONTRACTOR MUST BE APPROVED BY RWSA IN WRITING. I ° 50' RWSA SANITARY SEWER EASEMENT D.B. 657 PG. 510 & D.B. 712 PG. 454 SPECIALTY CONTRACTOR REQUIRED TO CONNECT TO D' SD EXISTING RWSA SANITARY SEWER R NETWORK r S H EX.RWSA / m U o m W �o U o N z O u yy m `'0 pE ao � w U ¢ a Q I z� C7 ° s w0 0 &0 w z -° N > o d' aw N N W z > o U(E/1 G OazW ° o w¢ mx rn U z 0 a a u 0 w a 0 C z z 0 a z u 0 w a 0 0 z PyTA Op Df�� n.7 y 7 Jimmy L. Taggart Lic. No. 22841 W� A�01, "81ONAL Q z Q 0 o T - Y a UT z ° Lu am �Q a D_ O 1 W W cv) z w V) Q N o _ a D_ u 5 Z W rr fs W xQ q o �� W E" W O CL DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: 1"=30' JOB: 8438 SHEET: 24 OF 44 I \ U o w TRAIL t D o �,:;,••:.', ••::..•.:' �'n 1 / /� } I I //�•� �\ - ` vim/ U z z d N CD-1 TO EW-12 OU a m 101.�•�I f �:I _�8AOCRD.N�5EII6dP_ _ -��. /�a� a�.^ i J �r6\L� `" / 11 .\✓' �(� I 1 � WV 0va_ �UO &a 00 Jill' vUN71' 03' 04.60 I I —I N2Y 5T 59.5fE Z 2$ Q4 __ _ o 28.86 ✓ z d' 573' 12'1672•E - I /y 'x. ^ N > o :I I I^I I — — �\ / T 46' _ ao SECONDARY I __— —, _ �I� 1 w O I ACCESS OAD i� r ( ' � I z �. �� _ N68'28'10'E I 0� w �I •f ' , I�; '• a w N a CD-2 TO EW-12 11 P'I 7I \ \\ JC\ f•�.I \ — U wi J a III I II �� , �. �� . � ?mow SECONDARY ACCESS ROAD PLAN VIEW W� rn U ACCESS ROAD FROM ADAMS PROFILE HORIZ. SCALE: 1"=50' VERTICAL SCALE: 1 "=10' 470 470 z 465 - 465 0 r a - - 460 460 0 455 455 w 450 450 a 0 445 a1 445 N O z �1 440 440 —PKPOSID GRADE 435 N 435 0 a 430 II 430 0 rn N W 425 0 0 0 425 uj 420 r r CD420Ln a `1XN1 co o w 415 E" ~ J 415 0 z II N W 410 410 J w ::::j 405 E`' MO STURE CONTENT 405 0 400 1i1 400 o��gSyTn Op pl�� o v o 1n o w ao r` 19 ao r- co rn o rn o O CD O � 6 o rn Ib o o6 � r` M v N 6 oo W 6) W O O It N M N W (Ni O V Co co O 00 /J y V V 7 V N coM Co co M co co co M 7 V V Jimmy L Taggart Lie. NO. 9+7510+00 11+00 12+00 13+00 14+00 °� 22841 444 aAd&010NAL Q Z_ Q POINT OF 0 > a FINISHED T GRAOE i J �— 114": 1' 114": 1' —_ U T � � �'• S• y 1 8" VDOT 21A �'• S• O J w m y 1 2• 5 10 STONE BASE 10, 5' t Q m !J Q Z SHOULDER TRAVEL LANE SECTION ANE SHOULDER a M d Ow F GRAVEL FIRE ROAD Q co Z w N.T.S. 2 Cfl r Q z w a Iwo Q Q w w a J V) LEI O o 0 50 0 50 100 150 SCALE: 1 "=50' , DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: 1 ":50' JOB: 8438 SHEET: 2� OF 44 i \I M61 47 46 46 45 45 44 46 45 45 44 44 43 43 y � rn 5 .5' HT OF OBJECT PROPOSED GRADE D 75 10+00 11+00 12+00 13+00 14+00 15+00 5 SIGHT DISTANCE PROFILE VIEW FARROW TERRACE 0 FARROW DRIVE ®� IF -- _i rIF- SIGHT DISTANCE PLAN VIEW I 0 500 0 5 _— 3.5' 'IT OF OBJECT 1 3. 5' 'IT OF EYE EXISTING -GRADE 0 — — - ---- 5 75 10+00 11+00 12+00 13+00 14+00 15+00 FOW ,- 1 o- SIGHT DISTANCE PROFILE VIEW FARROW DRIVE @ FOWLER STREET pQ�G P I' �60 �55 �50 �45 �40 �35 �30 75 NOTE: 1. SIGHT LINES THAT CUT THROUGH LOTS, DECKS AND/OR FENCES MAY NOT BE BUILT AS THEY MAY CREATE SIGHT LINE OBSTRUCTIONS. 2. STREET TREES LOCATED IN THE SIGHT DISTANCE EASEMENT ARE TO BE PLANTED SO THAT THE MINIMUM HEIGHT OF THE LOWEST AUXILIARY BUD IS 6' FROM THE GROUND. 3. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. MAINTENANCE TO BE PERFORMED BY HOA. e •,,e. e.. •G`t` O U LL L 6� ti ZwLn l� F- Lu U t z Ln W 2i t/l _ CL cI 0 Q fy- : L ILL rn 475 470 465 460 455 450 445 L M _ / LEFT Cr 280' �= —� — - .� I FOWLER STREETafn SIGHT DISTANCE PLAN VIEW 0 30 60 90 zU o w D ' cn o U z Zd 0 O'D J�> O 0, J U v/ J = O U a >� m yy w 'p 0U V) � O T� Z U V O � o N (n N xLu vs 0 z 1--> > o a �1 V) N W Q Z J > U wi > a J O a =zw OQ w� cn a rn U Z 0 u w 0 w a 0 O z y Z O a u 0 W a 0 0 z SyTB Op pl�� Jimmy L Taggart Lie. No. d22841 ti4 A�OAggl0NAL al{ro Q Z_ Q O G_ > T Y w J U T Q J w Q m Q Q O a M 0- ° a Lu W M z Q N 0 � _ U) Q 0- U A z W a � 0 �Wo� 0 ~ J Q W a > w LLB Q m O DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JILT DATE: 02-17-2021 SCALE: 1 "=30' JOB: 8438 SHEET: 26 OF 44 \ 50 0 50 100 150 SCALE: 1"=50' fl / / // //��— �_1—_ \��_ \ / /�////�// /�// / / / / / \\ \\ \\\\ \\\\\\\ \01 / / /,//'_/ /// ///�l/ // /// //tom/�//�—��../('/ i//ii'///�� _--_—_�� \\\\ � \✓////// ////�/////�/ / / // �\— I \\\ 1 \\\\\\\\\\\\�\\\\\ � \\ \\ \ \\\ \\ \ \\ \ \\ 1 ~~// //// ///j�///,/ / /// \ \ \\ \\\\\\\\ \ \\� /// I N \ \ I \\\\ I / \ � L / / ) / �/ / , l / f / l / / / // �%///i /��/ / / //� i �/ / / / / \ \\ \\ \� \ — I I / '� •� \ I I 1 III I I I I 1 I 1 //// jl C \ S r 1 �— \ \ \ J 1 \� / k I ` \\ \\ \ l ✓ —z— \\\ \\\ \\ \ \sz39" /�//// /I l�/ / / / , \ \\\\�\`�\\\��-� \ \l / / \ / \ \ \ \ /1 1 96 \ \ \ \- \\ V I I / r / 1 I I 1 I I 1 ) I l (l i 1 I / S , / // / // � w — �� \\\\ \ \ J f -- �/ �. ` / ♦ \ \/ I � \I 11.E-� — —\ \\ \\�� \ � � \ \ .\\ \ \ \ \\rl \\ \ \\ \\ \\1\\\ \ \\ / J0. 1 1 / I I z I 1 I !\\ \ \ 1 1 1 / _ / '� `•�'0 1 I \ —�� \\ \\\\`\\` ` \\\\ \\ \\\\ \\ \` 1 1 Oe♦ //� /-- v v A v v \ \\ VAAv�1vvA V\ VA 1 VvAv1 1 A 1\ // J/l//// / � / / / / 1 / l J I ) 1 � �// ✓ �//i— \\ \� \ l II II • — • . / 00, \ II sJ / / < '� ,r` j//^� ^,,,\ `' �♦ `, •,. �'� C'Q� /, ,, \ \ \ \\\ \ \ �\\\\ \\\\ \\ 11\ 1�1 �\ / / //J/ / // / / / /� /,j/��/ / //_ __—___�``1 I\ ! 1 I 1 l l I / ♦ / „ \\ \ ♦ o� / /�\ \ \ \\ I#01 f/�/ jS/ \��// // i/// �i//!/ / / i �� \ \\ \ J / I I / / /J /e / ///, ' t \ / \\\ \\ ^ ♦\ // - /-1 \\ \l 1 \ \ \\ \ \\ �\ \ 1 I\�\ \\\ \\ 1\11\ \ \ / �4_ J°>/ / //�/ / l /l/ / / / \�\ �— aae� / � / 1 / .�'� / ••� Il� 1 \ ' `\\\ / / � I /II � l { Il N ��i�9'".�\`� �\ I\ \\ 400 �390 r /-11N' IllOf//,/ � '//�// \ \� \ I a j � _ , � / I / ♦ � \ / � � I III 1 v \a "� \ // IVA V1 // v // / / � / /�� // / I/ / L l \1 1 / Flo /�'� \ / \\ / / � X s l � ,� \\ I 1 I rl //r//%�, ^ �l� I ( J' / � / / Q ,r,,; , •:. r. / � 101 Y /i/ A / ° �� M �- �? /� ♦V� III 1� -_ ��/�/ ��/ / /// ��JJ��_/ r .00 / I i eaRsN — --- ; ( i ✓ / // / // \ /, \ I / //r fps\ / _ / / / / `(/ d!"r — �i ///j �/ �/ /ii^ ✓// (I / �:?� -I // '--- � '�::�°�_ / / /�•� \ \ `f� f /\i /% / / / / ♦� \ \\ \\ \ \ / l l III J/—///// _/ i- \ , / / i, ♦ice � // \ \ I \ r •. — �� i / / r \ �/ �/ �/_/i �i/ / / /—� \ /i�� — \\ \ lk �( .00 "s_ 1� sz `�,--y ) {)1 ' \v/ �/ / �\ ♦♦♦ --- l % \ \\ \ - 1 —\_- - --- — _\//�//ice%ice'/r%/=- \ \\\\\\\\\\\\\� \\ 7/ \�>�S( 44 52,E?G.658) _ \ C \\ \ 1 \ _ \ `�-----t----------- �1\' / I n'h'm /♦ _ : r _ / i _ _ _ '.� \ \ I I; �I I Yj � 'I \ \� i �. \ \ O"l� ��d�J�E r :.. ,: \\ II �/ ✓� I \� �� / M 1.1 \ /�� \ FT( \' \ / \ \ \ 440--- rn r U m w D ^ �o U d-° O Z z U) Op =i Y � J Ha01 maw U T Q J = 00 aU m Z T a O� M0 0 W UQ �a cr JZ vU c, N w (7 n cn Ir> o aW N� �l/�•f�il�' a z Qww Oz U F/ a J CO (n CO > = 0 W 0 az UU o Fit w I �'r a m= rn U z 0 a a 0 u, a O z z 0 a 0 H 0 0 Z �1,TS 0j . l� 0 �'7 / : Jimmy L. Taggart U9 No. 22841 t4•$ a�da8toxel. t�6ti3 Q Z a cp O T i W J U °C T 2 z j w m Q CO LL � a- CY O z W d Cn Q Q (� Q N U E- _ �p w Q it D U Z Z W W Q o E- Q a W °C W J w < W O DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: VI JOB: 8438 SHEET: 27 OF 44 I \ 450 _ 32 31 30 39 39A 37 �-r/ �\ 0 45041111 W cn o 4U Z od 45 445 O 1572110 O J Y j 440-2 440 �% Q J o �4 DIr U a� m w �z v� o 435 435 w Ol�m U Z fro D 430M 430 I- Z jjm� 0 g> N 425 425 x 0 ; o h••+ Ir rn Q z 420 420 M w N z QLNEEj, > 0 Q w a 415 415 >- U) �om IWAIL T }�> zw 410No Is 0 0 410 a�o na 405 405uv--k—� 0 � E n --.q In In 100000010=111 U NEI EM 400 400 1100000010M 395 395 MOMS z ME 390 390 z 385 385 ME MM MMOMI 380 38C 9+ 00 VERTICAL SCALE 1 " = 10' HORIZONTAL SCALE 1 " = 30' o Z Z 0 460 6 7 $ 9 10 11 460 M 3410 OWES 455 455 450 450 445allw445 0 440MINES! ME 440 z 435EWMWlMlE435 mm Ell 430 430 �$�S,'P13 Op Of MENOMINEE 425ME 425 0� 10C �7 y s 420 420 �`yf Jimmy L Taggart Ue. No. zze41 a"' 415 W00415 Ado,► IN I s �88IONA. spa 410 410 MINES! %0E 18 25 Q z_ Q 0 Ir 460 6 15 460 O > r z w O 455 8 12 13 14 455 455 J 455 450 5 16 450 U _ Q x CV a_ U M O J W Ci 450 - co 4- J 450 450 0 450 445 M 445 Q m U Q -4 M x -Xlq-:4_ Ir � 445 445 445 - 445 440 - 0 440 a ('� a_ O DE - W L1J CO z W 440 440 440 440 435 435 31:~ Q p Q N GRADE _ O Off 435DIPE 435 435 435 430 430 Q U a -- - z W w ---------------------- 430 430 430 430 425 - 425 LL W XQ p W J - 9.23% in, 15"HIDIRE ® 2.41% 0 ~ Q 425 425 425 425 420 420 Lu ACKFlLL TO UKAUL p w w MOISTURE � H 420 o ao 420 420 p • M M M w 420 415 415 J O o� m Q • M • 60 N 01 W M M p 415 M 415 415 415 410 410 mu zz 0_- o 11 410 - - - � � 410 410 ~ 410 405 405 9 75 10+00 11+00 -- - 12+00 12125 9 75 10+00 10 50 9 75 10+00 - q1050IQ I ii .. �' Gif�i ��-14Gi rrrrr�a saw ka ® © n�e� r_�� u • �••��e� I:�� — �� rr� ,�rrrrr�r�r_ �_+��..� 111i1rr� �� rr� �rr�rrrrr�r�r_ ---.f— C�F� �— �r©rrrrr�■—� • • 1. 1 1 GRADE ll'•® 1 � ism\\___\"\\\\ '��irrrG� rrrrr� ■■��_\`_\\\\`_ _ .>Arrrrrr��—� i�rrr_ rrrrr� rrrra� -�� — .■�e�i� ■■rrr_sa�i/�i .._-�� ■■r e�rr�rr��a� ��r1_r��rrrr��ur �__.�___,_�i� -I��r-l\__�V�<K61 • . , :.. . ,• 1 I � �i► �r rrrrrr��rrrr� irrrr�rrr_ rrra wee r�rrrrr��► �z�rrrr� irrr�rrr_ �i■ L�rrr_ii�� r� 11\ir:1-11— �I1��I►� �■� / ■■ E■ �i■ Glrrr_ii�—iirrr� �i■ �i■ �%Irrr_ii�—ii� �rrr_ii�—iirr�• ■■ ■■ � _ Ftlllg17:G1�;e•ae.cs� ©liirr•r1� ■ice �� _ rr�—. rr�—� � ■—� � ■—� rri 1•.' 1 �rwv�a•�a•ii�a•w., II Illc• - 11 �--■ � �_ � SIS�� 1:1Q14ir:I1T]ir7�7.iF��rrr�rrr__ .. rr_ terra �_ DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: AS SHOWN JOB: 8438 SHEET: 28 OF 44 430 425 420 415 410 405 400 395 390 385 380 375 370 365 360 355 350 345 340 335 330 325 320 315 310 9+ 41 41 4: 4: 4: 4: 4 4 4( 4( 3S 3S 3E 29 20 26 — to N o "' --- -_ a 5 N .. _ P21M J 445 N M\ \ M d— M i M I N o I - 0 o 440 z � i J 435 � w M..STING — \ z GRADE N I I430 i0 PROPOSED GRADE ;< z t5 z 425 0 ------ -- ------ ------- - ----- 420 - ---_ 04 5 ------------- n 415 co a 0 410 o ao )5 c0 n� a 405 i II Lo CD M 00 1 1 N - )0 _ . a 400 ------------ _ NA- a,N z -- O z )5 z z >> m__ 395 of Ir o ^ N )0 M 390 35 385 8 00 N z z z 19+00 20+00 21+00 22+00 23+00 24+00 24 25 VERTICAL SCALE 111 = 10, HORIZONTAL SCALE 1 " = 30' 57 430 -� ER WP.li An _ , _ ■■I - - - i ■■I Im -17f� -�wa- I■ f�i - .= NEI NEI NEI ' -� ■ -om 1E - ��m� ��mu� I IIon IIow I !iL!=�, moml� + IN SINEW I i _ _ 1311 Mill 1 il:ailAlU ■ : '11Ri1 I ►Ns ■ �- I �- ■ �- � � �� i►�ay=ai�� . , . pwiiffl-�!W Mill �■■ f 425 420 415 410 405 103.35' - 36" HDPE ® 0.53% 400 395 390 385 380 375 370 365 360 355 350 345 340 335 330 325 320 315 310 00 U o m w r, �o �jZ ZON (0 �Ya 2 J > H0 maw O r^ a T '� J = OU aco m d Z = w a OU) w0 0 w Un¢ Er a _ a JZ vU Z� 'U °-° > o f,y o Mil w Z Orn N d w V w N w a Z J > O U w a J } cr) > 0 w W a 00 OJ w¢ rn= rn U z 0 a w u w 0 a 0 O z z 0 a u 0 w a 0 0 z Ii0i T//a Op pf c� r,�7y�s Jimmy L.Taggart Lie. N0. 22841 44 A�orsg8701iAL �Ol;ro a Z Q p 11 O > T w O fr E- UT< z 0 w m a m IM ILL Q U c d o W w � co Q Z r4 Q N 0 C) Q z w : w L.L Ir X W o�Q� w J CQ E W Q m o DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: AS SHOWN JOB: 8438 SHEET: 29 OF 44 ISCULVERT OUTLET PROTECTION SPECIFICATIONS OUTLET PROTECTION IS SIZE IN ACCORDANCE WITH PLATE 3.18-3 OF THE VIRGINIA EROSION CONTROL MANUAL. 3Do=15"*3=3.75' La=14'MIN W = Do + Lo = 3.75 + 14.00 = 17.75' *DESIGN ENGINEER RECOMMENDS FULL CHANNEL WIDTH MIN 14.00' CL I RIPRAP VDOT EW-1 HEADWALL 15" HDPE PIPE Q1 = 2.94 cfs Q2=3.48cfs Q10= 4.74 cfs POST -DEVELOPMENT DRAINAGE AREA N - "' TO CULVERT: 1.81 acres MIN DEPTH OF Tc = 13 min (TR55) C= 0.51 RIPRAP = 24" Q10 = 4.74 CIS Culvert Report Hydraflow Express Extension for Autodesk(-d AutOCADQ= Civil 3D�K) by Autodesk, Inc ' Fire Road Culvert Invert Elev Dn (ft) = 404.00 Calculations Pipe Length (ft) = 141.40 Qmin (cfs) Slope (%) = 16.97 Qmax (cfs) Invert Elev Up (ft) = 428.00 Tailwater Elev (ft) Rise (in) = 18.0 Shape = Circular Highlighted Span (in) = 18.0 Qtotal (cfs) No. Barrels = 1 Qpipe (cfs) n-Value = 0.012 Qovertop (cfs) Culvert Type = Circular Culvert Veloc Dn (ft/s) Culvert Entrance = Smooth tapered inlet throat Veloc Up (ft/s) Coeff. K,M,c,Y,k = 0.534, 0.555. 0.0196, 0.9, 0.2 HGL Dn (ft) HGL Up (ft) Embankment Hw Elev (ft) Top Elevation (ft) = 432.00 Hw/D (ft) Top Width (ft) = 20.00 Flow Regime Crest Width (ft) = 135.74 Elev (ft) Profile 4.54. U U 429.00 424.00 419.00 414.00 DR0 1 • 404.00 Wednesday, Feb 10 2021 = 4.37 = 4.37 = 4.37 = 4.37 = 0.00 = 3.00 = 4.55 = 405.15 = 428.80 = 429.18 = 0.79 = Inlet Control 1.00 • 11 -14.00 -19.00 -24.00 399.00 -29.00 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0110.0120.0130.0140.0150.0160.0170.0180.0190 0 Reach (ft) 4-5 43 42 42 41 41 40 40 39 39 44 43 43 42 42 41 41 40 40 39 39 38 FIRE ROAD CULVERT PROFILE 1-47-;Jii91121a�ihiL•19�-�'lei �'qm■-- -L� -��-mod •� -- - r� % ■ one -- .tP_■._____i � _1�i 0. � 111 1 -^ - L7ilt-711111Y17:I:11J� _ IIIIIIIIIAI -� rV � =r Y F 1 �d111111111MIP 11 • •• •• 39A 38A 38 _ � J J � rs a o 0 5 5 f ro � o . r, O N V7 a o n a a 3 00 75 10+00 11+00 - 12 T35 T30 T25 T20 T15 T10 �05 T00 395 390 DO T40 T35 T30 T25 T20 T15 T10 T05 T00 395 390 385 DO 43( 42! 42( 41! 41( 40! 40( 39! 39( 38! 38( 9 NOTES: 1. MAINTAIN A MINIMUM OF 3.5' OF COVER OVER WATERLINE. 2. ALL FILL AREAS ARE TO BE PLACED AT 95%COMPACTION. 3. MAINTAIN 1' MINIMUM VERTICAL SEPARATION BETWEEN STORM AND WATERLINE. 4. MAINTAIN 1.5' MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE. 5. MAINTAIN 1' MINIMUM VERTICAL SEPARATION BETWEEN STORM AND SANITARY SEWER. 8. VDOT STANDARD IS-1, INLET SHAPING, IS REQUIRED IN ALL STRUCTURES HAVING A 4' OR GREATER DROP. 7. VDOT STANDARD ST-1, SAFETY STEPS, ARE REQUIRED IN ALL STRUCTURES HAVING A DEPTH GREATER THAN 4'. S. VDOT STANDARD SL-1, SAFETY SLABS, ARE REQUIRED IN ALL STRUCTURES HAVING A DEPTH OF 12' OR GREATER. 430 425 420 415 410 405 400 395 390 385 380 25 U o W • cn o U z Z d N Oo� �Y> a° Ld Uj oU a� m w pv1 �o 0 �a r U z O o (n o xW LL Z P i � V aw N N W Q z J > O ^ UCWi:� a EnV) > _ En O OQ w� "a P U z 0 a a V to w a 0 y Ob pW2 f�4 z 0 it U w 0 u a 0 0 z II,LTa of k c� Jimmy L. Toggort Uc. No. 4 22541 90fd88ZONAL lt' 6t g z Q O > T Y W Of U T Q z O Lu Q a Q m Q LL w a CY) o_ 0 a LLB LU C`) ~ Un Q : w �2(O� rW Q a_ D- L z��0o W LU Q Qo J Q LU Of > W J 0 W c9 Q 0 Of DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: AS SHOWN JOB: 8438 SHEET'. 30 OF 44 VDOT 2-YR LD-204 STORMWATER INLET COMPUTATIONS VDOT 10-YR LD-347 HYDRAULIC GRADE LINE COMPUTATIONS VDOT 10-YR LD-229 STORM DRAIN DESIGN COMPUTATIONS �t U o Inlets* Pagel Hydraulic Grade Line Computations Pagel Pipes* Page O U O W a ��h�Ir V x �Iy//1�� ;1-] M Q7; O Z Zd� o� �Y> 2 a° � UU a� m w 0 (f) �O U �Cc Q Z � > O > o (n o LL 0_ Z rn i V o aw N w Q Z O U V) a J > c~il > =mow a z OQ w_1 nQ P = P U Line Inlet Drng Inlet i Runoff Iner � � � Inlet Curb Junct Gutter Gutter Cross Cross Gutter Gutt Z O a z V 0 H Q Storm 9ew°rs Stet+. Soaers'__'c Slam Sr:._. .. z 0 z Inlets* Paget Hydraulic Grade Line Computations Page Pipes* Paget Z O a u w w H 0 O Z o}4$�LTa of c� /Ify/ Jimmy L. Toggort Uc. No. 4 22841 4� �Ofd88lONAL0`t� Q Z Storm Sewers Slog+. Soaers :__'c. Storm Sr.._�. T ' W Y J Q O J Ld zJ wCO Q m ' ^ a >_ w t co U) Q j J = (D U 0- a- U z LU o Q U r4 W Hydraulic Grade Line Computations Page Ir LL LU Q C) Q J Q a 0 V) W\ E W F / J 0 LLJ < Q m � O er No. ID Area Time Inlet Coeff Q Carry Capt Dyp EH Len Type Slope Width SI, Sw SI, Sx Depth Spread (ac) (min) (inlhr) (C) (cfs) (cfs) (cfs) (cis) (%) Iftl (Wft) (ft) (Wft) (Wft) Ift) (ft) Line Inlet Drng Inlet i Runoff Incr Q O 0 Inlet Curb Junct Gutter Gutter Cross Cross Gutter Gutter No. ID Area Time Inlet Coeff Q Carry Capt Byp EH Len Type Slope Width SI, Sw SI, Sx Depth Spread (ac) (min) (inlhr) (C) (cfs) (cfs) (cfs) (cis) (%) Iftl (Wft) (ft) (Wft) (ft/ft) (ft) (ft) 24 8 0.25 5.0 5.04 0.60 1 01 0.12 0.80 0-33 71 400 Curb 0 020 200 0.080 0.020 0.20 4.13 25 9 0.76 5.0 5,Q4 0.80 0.65 0.05 0.58 012 83 400 Cum 0.020 200 0080 0.020 0.17 259 26 10 014 5.0 5.04 070 0.49 0.00 044 0.05 90 400 Cum 0 020 2.00 0 080 0 020 0.15 189 27 11 0.25 5.0 S.Oa 070 0.88 0.00 0,48 041 54 2.50 Cum 0 020 2.00 0.080 0 020 0.19 3.34 28 12 0.15 5.0 5.04 080 0.61 0.00 0.37 0.23 62 2.50 Curb 0 020 2.00 0.080 0 020 0.16 2.16 29 13 0.60 5.0 5.04 060 1 82 000 1.82 0.00 100 1200, Cum Sag 200 0 080 0020 0.26 6.83 30 14 0.70 5.0 5.04 070 247 0.00 2.47 000 100 1200 Cum Sag 200 0.090 0 020 0.29 8.39 31 15 0.22 5.0 5,04 0-80 0.89 0.23 112 0.00 100 70.00 Cum Sag 2.00 0080 0.020 0.23 5.42 32 16 0.13 SA 5.04 072 0.47 D00 047 0.00 100 8.00 Cum 0 063 200 0 080 0.020 0,12 1.50 33 29 0.21 5.0 5.04 072 0.76 0.00 0.72 0.04 94 6.00 Cum 0 030 2.00 0.080 0 020 0.16 2.25 34 20 0-11 5.0 5.04 072 0.40 0.00 0.35 0.05 88 400 Cum 0-030 2.00 0080 0 020 0.73 162 35 21 0.28 5-0 5.04 072 1 02 0-00 102 000 100 8.00 Cum 0.025 2.00 0.080 0.020 0.19 3.44 36 22 0.36 5.0 5.04 0.71 129 0.00 129 0.00 100 10.00 Cum Sag 200 0.080 0.020 0.24 5.% 37 23 0.36 0 S 5 04 0 72 1 31 0 00 1.31 0 00 10 0 72. 00 Cum 0 044 2 00 0.080 0 020 0.1 9 3 34 36 24 0.26 5.0 5.04 072 0.94 0.00 0.80 014 85 6.00 Cum 0044 2-00 0.080 0 020 0.17 232 39 25 0.12 SD 5.04 072 0.44 0.14 0.55 003 96 6.00 Cum 0 040 2.00 0.080 0 020 0.14 1.76 40 26 0.44 5.0 5.04 072 1 60 003 1.62 0.00 100 8.00 Curb Sag 2.00 0 080 0 020 0.27 7.73 41 40 042 5.0 5.04 0.55 1 16 0.05 1.18 0.04 97 8.00 Curb 0-030 2.00 0 080 0 020 0.19 371 42 49 0 29 5. D 5.04 0 56 0.82 0.04 0.85 0.00 100 800 Cum 0 030 200 0.080 0 020 0. t 7 260 43 38A 0.00 0.0 0.00 000 0.00 .... .... .... .... MH .... .... .... .... .... .... 44 38 0.59 5.0 5.04 0.70 208 0.01 2.09 0-00 100 1200 Cum Bag 200 0 080 0 020 0.27 752 45 51 1.81 13.0 3.60 0.51 3.32 0.00 3.32 0.00 100 .... Hdwall .... .... .... .... .... .... ProjectFile 20210210 Block 10 Rivanna stm Number of lines: 45 Date: 2112/2021 NOTES Intensity = 46.43 / (Inlet time + 70.50) ^ 0.61 -- Return period = 2 Yrs.; •' Critical depth Line Size O Downstream Len Upstream Check JL Minor coeH loss Invert HGL Depth Area Vol Vol EGL Sf Invert HGL Depth Okras Vel Vol EGL Sf Ave Enrgy elev elev head elev elev elev, head elev Sf loss (in) (cfsl (ft) Iftl (ft) (soft) (Wsl Ift) (k) 1%) (ft) (ft) Iftl Ik) (sgft) IWsI Ift) Iftl ( Iftl (tt) III) 1 36 28.75 322 34 324 74 2 40 4.23 4 74 0 72 325 46 O.CDO 126-97 323.71 324 Bd j 1 73" 4.23 6.79 0.72 325 56 0.000 0.000 n!a 0.97 n!a 2 36 29.22 323.31 324.84 1 53 3.64 B 04 0 73 325.57 0.000 1 38.16 325 04 326 79 1 75" 4.28 6.83 0 73 327, 51 0 000 0.000 rile 0.37 n/a 3 36 29.46 328.28 328.95 0.67` t 18 25.07 0 73 329 68 0.000 67 496 337 73 339 49 t 76'• 4.30 6-65 0.73 340.22 0.000 0.000 n!a 0.26 rile 4 36 29.86 343 23 343 92 0 69' 1.22 24.52 0 74 344 65 0.000 111.99 357 84 359.61 1 77^ 4.33 6.89 0.74 360.35 0 000 0.000 n!a 1.00 0 74 5 36 3012 363 34 364.01 0.6T t 18 25.53 0 74 364 75 0 000 72 468 373 84 375 62 1 78" 4 36 6 91 0 74 376 36 0 D00 0.000 rile 0.75 rile 6 36 30.39 379 34 380 O7 0 6T t t 9 2559 0 75 380.76 0.000 76.094 390 37 392 16 t 79'• a.38 6 93 0.75 392 90 0 000 OA00 Ma 0.95 rile 7 36 30.82 395 87 397.30 1 43' 3.32 9 28 0.7fi 398.05 0.000 118.57 3%.89 398 69 1 80^ 4.42 6 97 0.76 399 44 0 000 0.000 rile 0.50 rile 8 36 29.32 397 09 398 72 1.63' 3 91 7 49 0 73 399.44 0.000 103.34 397.61 399.36 t 75" 4.29 6.84 0 73 400.09 0 ODO 0.000 rile 1 45 rile 9 36 2240 . 39781 399 36 1 55 3.60 6.0 7 0 60 399 96 0.000 74. 000 398 18 7- 399 0 1 t 52" 3 60 6 22 0 60 4 00.30 0.000 0.000 ! n a L 00 0 60 t0 36 20.78 398.38 399.70 1 32 3.00 6.93 0.57 400.27 0-000 60.536 403.69 405.15 146" 342 6.D7 0.57 405,73 0.000 0.000 rile 0.50 rile 11 3 6 2068 40389 . 40522 1 33* 302 6 85 0 57 405.79 0 Q00 1 6 846 404.20 405.66 t 4 •' 6 3 41 6. O6 0 57 406,23 0000 0000 / n a 1 D 5 rile 72 36 20 Oa a0a.40 a05.72 t 32' 2.99 6.70 0.56 a0628 0.000 33.1 b0 a0a.56 a06.00 t a4•' 3 34 6 00 0 56 a06.55 0 000 0.000 rite t 39 0 78 13 36 18, 84 404.76 406.02 1.26' 2.81 6 71 0 54 406.55 0.000 86.951 405.20 406.59 t 39^ 3 20 5.88 0.54 407,13 0.000 0.000 rite 1.38 0 74 to 36 77.95 a05.a0 a06.64 t 24' 274 6 54 0 52 407 16 0.000 32.669 405.56 a06.92 t 36" 3 10 5.79 0 52 407,44 0 000 0 000 rile 7 00 0 52 15 24 t6.03 405.76 a06.92 115 t88 853 068 407.59 O.000 73.499 a11.37 41281 1.44•• 243 6.61 0.68 413.49 0000 0.000 rile 0.76 0.52 16 24 15.94 411.57 413.07 150' 2.54 6.29 061 413.69 0.505 67.265 41191 41341 1.SD 2.53 6.29 0.62 414.03 0.506 0,506 0.340 1.20 074 17 24 14.87 412.01 414.15 2 00 3.74 4 74 0 35 414.50 0 369 33.1 18 412.24 414.24 2.00 3 14 4.73 0 35 474.59 0 364 0.366 0 121 0 87 0 30 18 24 14.78 412.44 414.54 2.00 2.32 4 71 0.34 414.69 0.364 84.267 419.69 42t 07 J 1.38" 2.32 6 37 0.63 421.7t 0.535 0.450 rile 0.76 0.48 79 24 t4.54 419.79 421.07 1 28 2.13 6.82 0.62 421 70 0,000 64.602 420.70 a22.07 1.37^ 2 30 6 33 0.62 422.69 0.000 0.000 rile 0.50 0 31 20 24 t3.50 420.90 422,07 t 17 t.91 7.05 0.56 422.66 0.000 25.052 421.70 423.02 1 32" 2.20 6-13 0.58 a23.61 0.000 0.000 n!a 1.37 077 21 24 72.57 421.90 423.02 112 t.81 6.93 055 423.57 0.000 41 237 42478 426.05 t 27•` 211 5.96 055 426,61 0.000 0.000 n!a 2.10 rile 22 24 11 a3 424.98 426.05 1 07 1.72 665 0.51 426.57 0.000 274.64 429.43 430.64 1.21" 1 99 5.74 051 431,15 0.000 0.000 rile 1.24 n!a Project File 20210210 Block 10 Rivanna stm Number of lines: 45 Run Date: 2/1212021 Notes. ' depth assumed; "Critical depth.: j-Line contains hyd. jump ; e =cir e = ellip b box Line Size O Downstream Len Upstream Check JL Minor coeff loss Invert HGL Depth Area Vol Vol EGL Sf Invert HGL Depth Area Val Val EGL Sf Ave Enrgy elev elev head elev elev elev head elev Sf loss lift) (in) (cfs) (ft) (ft) (ft) Isgft) (Ws) (ft) (ft) (%) (H) (ft) Ift) (ft) (sqk) (Ws) (ft) Ift) (%) (%) (K) (ft) 23 24 9.87 429.63 430.67 1 04' 165 600 046 431.13 O.CDO 97.629 430.19 431.37 t 12^ t 82 544 0.46 431,77 0.000 0.000 n!a 0.50 0.23 24 24 9.03 430.39 431.42 t 03' 1.63 5.56 043 431.85 0.600 136-9 431.07 432.14 1 07•' 1 7t 5.27 0.43 432.57 0.000 0.000 n!a 1.50 O65 25 15 2.42 431.27 43214 0.87 0.61 2 65 0.25 432.39 0.000 140-04 440.75 447 37 j 0 62" 0 61 3.97 0 25 441,62 0.000 0.000 n!a 0.50 0 12 26 15 t 74 440.95 ag1.46 0 51" 0 47 3 70 0 20 44t.66 0.000 100.37 441.46 a41.98 OS2'" 0 49 3.57 0.20 442,18 0 000 0.000 rile t 48 rile 27 15 1 14 441.66 442.07 0 41' 035 3 29 0 15 442.22 0 000 27.828 441.80 442.22 0 42" 0 36 315 0 15 a42.38 0 000 0.000 rile 1.00 rile 28 18 6.09 431.27 a32.18 0.91` 112 542 041 432.59 0.000 27.833 a31.44 a32.39 095^ t 18 S.t4 047 a32.80 0000 0.000 n!a 0.94 rile 29 18 5.50 431.64 432.56 0.92' 7.14 4.82 0.36 432.92 0.479 118-96 432.27 433.13 0.92 t 14 4.83 0.36 433.49 0.482 0.480 0.571 1.08 0 39 30 15 3.21 432.41 433.52 1-11 1.15 2 78 0 72 433.64 0.187 33.580 432,58 433.56 0 98 t 04 3.09 0.15 433.71 0.227 0,207 0.069 1.00 0 15 31 15 115 429.63 43D.64 10t 0.36 1.08 O15 430.80 0.000 27.833 431,84 43226j 042'" 036 3.16 015 432A2 0.000 0.000 n!a 100 015 32 15 0.61 424.98 426.05 1 07 0.23 0 55 0 11 426.16 0.000 23.156 425.44 425.75 0 37'" 0 23 2 64 Oil 425.85 0.000 0.000 rile 1,00 rile 33 24 8.89 397 81 399 36 1 55 t 70 3 40 0 43 399 79 0.000 82 431 413.88 414.94 j t O6^ 1 70 5.24 0 43 4t 5.37 0.000 0.000 rile 0.92 0.39 34 18 8 09 a13.88 ata.ga 1 06 t3a 6 Oa 0 53 a15.a7 0.000 59.660 ata.a8 at 5.58 t 10" t.39 5.82 0 53 a16.17 0 000 0.000 rile 0.50 rile 35 18 779 414,68 415.58 0.90 1,11 703 051 416.09 O.CDO 130-13 417,94 419.02 108^ 136 5.72 0.51 419.53 0.000 0.000 n!a 0.50 0.25 36 18 6.63 418.13 419,16 1 03" 1.30 5 11 0 41 419.57 0 506 25.681 418.26 419.29 L03 t 30 5.10 0.40 419.70 0.504 0.505 0 130 1 13 0.46 3 7 t 8 5 17 4 18,45 41975 1 30 t 07 3 17 0 36 42011 0 D00 55.553 4 18.73 4 19.60 0.87 •" 1 07 4. 83 0 36 4 19.97 0 000 0 000 / n a 0.50 rile 38 15 3.63 418.93 a19,74 081` 0.64 4.31 0.29 420.03 O.a73 48.631 419.16 419.97 O.Bt 0-84 a.31 0.29 a2D.26 0.474 0.473 0230 150 043 39 t 5 2.55 at 9.35 a20.40 1 OS 0 63 2 31 0 25 420.66 0.000 70.305 419.7t a20.35 0 6a" 0 63 4.04 0.25 a20.60 0 000 0.000 n!a 0 tit rile 40 15 2.07 419.91 420.47 056' 0.54 3.87 0.22 420.69 O.D00 71.190 420.27 420.84 0.57" 0.55 3.77 0.22 421,06 0000 0.000 nla 1.00 rile 41 15 2.42 403.88 404.26 0.38` 0.32 7.57 024 404.51 0,000 34000 404.85 405.47 062" 06t 3.97 024 405,72 0000 0.000 rile L50 0.37 42 15 1.06 410.35 4t077 036" 0.29 369 O75 410.85 0.000 65.087410.83 411.24 041'• 034 3.OB 015 411,38 0.000 0.000 rile 1.00 015 43 15. 2.63 a05.76 406.92 t 15 t 18 2 22 0.06 406.99 0 t 23 56-till 406.Oa 406.% 0 92 0 97 2.71 0 1 t a0708 0.177 0150 0.085 015 0.02 44 15 2.70 a06 14 406.98 0.84 0 66 3 09 0 15 40713 0.238 70.933 a06.49 407.15 0 66" 0 66 4.10 0.26 a07.4t Oa92 0.365 0 259 t 00 0 26 Protect File 20210210 Block 10 Rivanna stm Number of lines: 45 Run Date: 2I72/2021 Notes: ' depth assumed; "Critical depth.: j-Line Line Size Q Downstream Lan Upstream Check JL coeH Minor loss Invert HGL Depth Area Vol Vol EGL Sf Invert HGL Depth Area Vol Vol EGL Sf Ave Enrgy Line Inlet DnStm Dmg Inlet 7c I Flow Invert Invert Line Line Lino Capac Vol Pipe No. ID Ln No Area Time Sys Rate On Up Length Slope Size Full Dn Travel (ac) (min) (min) (inrttr) (cTs) (ft) (ft) (ft) (°h) (in) (cfs) (Ws) (min) 1 53 OuHall 0 00 0.0 16.3 4 28 28 75 322.34 323 t 1 125.977 0.67 36 56.26 4 74 0-53 2 54 1 0.00 0 0 15.8 4 35 29.22 323.31 325.04 138.188 L25 36 80.85 8.04 0.57 3 55 2 0 00 0 0 15 5 4 38 29 46 328 28 337 73 67.4% 74.00 36 270 35 25.07 0.27 4 56 3 0 00 0 0 7 5.0 4 44 29 86 343 23 357 8a 111.997 t 3.04 36 260 96 aa.52 0 45 5. 57A 4 0.00 00 t4,8 4.48 30.12 36334 37384 72.466 14.4g 36 275A2 25.53 0.29 fi 57 5 0 00 0.0 14.5 4.52 30,39 374 34 390.37 76.094 74.50 36 275 08 25.59 0.30 7 34 6 0 57 5 0 14 0 4 58 3082 395 87 396 89 118 572 0.86 36 67 01 9 28 0.45 8 33 7 0.02 5-0 13.6 4.64 29 32 397 09 397.61 103.347 0.50 36 51 25 7 49 0 41 9 32A 8 0 00 0.0 13.2 4 70 22 40 397 81 398 18 74,000 0.50 36 51.09 6.07 0.39 10 32 9 0.10 5.0 12.9 4.76 20.78 398 38 403.69 60.536 8.77 36 213.99 6.93 0.34 71 31 70 0.23 5-0 12.5 4.81 20.68 403.69 404.20 61.846 0.50 36 51.75 6.85 0-35 12 30 11 0.57 5-0 12.3 4.84 20.04 404.40 404.56 33.160 0.48 36 50.19 670 0.19 13 39 12 0 37 5.0 11.8 4 93 18.84 404.76 405.20 86.957 0 51 36 51.40 6.71 0.54 14 39A 73 0.00 0 0 11 6 4 97 17 95 405.40 405.56 32.669 0 49 36 50.56 6 54 0 27 t5 37 to 006 5D 11.3 5.01 16.03 a05.76 411.37 73.499 Z63 24 67.69 8.53 0.24 16 19 15 0 32 5.0 11.1 5.05 15.94 411.57 411.91 67.265 0.51 24 17 42 6.29 0.22 17 t 76 0 06 5 0 11.0 5.07 14.87 412.01 412.24 33.178 0.69 24 20.42 4 74 0 11 18 2 77 0.09 S.D 10.7 5.13 t4.78 412.a4 a19.69 84.267 8.60 24 71.87 a,71 0.29 19 3 t8 029 5.0 10.5 5.17 t4.54 a19.79 a2070 64,602 t.4t 24 29.08 682 0.23 20 4 19 0.27 5.0 10.4 5.19 t3.50 420.90 421.70 25.052 319 24 43.79 7.05 0.09 21 5 20 0 32 5.0 10.2 5.22 t 2.57 421.90 424.78 41 237 6.98 24 64.75 6.93 017 22 6 21 0-17 5.0 9.0 5.46 11.43 424.98 429.43 274.6A8 1.62 24 31.19 6.65 7.20 23 7 22 0.25 5.0 8.5 5-57 9.87 429.63 430.19 97.629 0.57 24 18.56 6.00 0.49 Protect File 202t0210 Block l0 Rivanna stm Number of lines: 45 Date: 2it2l2021 NOTES Intensity = 49.49 % (Inlet time + 9.65) ^ 0.76 -Return period = 10 Vrs. ; "Critical depth Line Inlet DnStm Dmg Inlet To I Flow Invert Inver Line Line Line Capac Vol Pipe No. ID Ln No Area Time Sys Rate Dn Up Length Slope Size Full Dn Travel (ac) (min) (min) (inrttr) (cfs) (ft) (ft) (H) (%) (In) (cfs) (Ws) (min) 24 B 23 025 5-0 7 8 5.75 9 03 a30.39 a31.07 136.922 0.50 24 1727 5.56 0.75 25 9 24 016 5.0 6.7 6.04 242 431.27 440.75 140045 6,77 15 18.20 2.65 113 26 10 25 0 14 5 0 5.5 6.38 1.74 440.95 441.46 100.375 0 51 15 4.99 3 70 t 16 27 11 26 0 25 5 0 5.0 6.54 t 14 441.66 441.80 27.828 0 50 15 4.96 3 29 0 50 28 12 24 0 15 5 0 5.9 6.27 6.09 431.27 431.44 27.833 0.61 18 8.69 5 42 0 73 29 13 28 0 60 5.0 5.2 6 47 5SO 431.64 432.2t 118.963 0.48 18 7 87 4.82 0.64 30 14 29 0 70 5.0 5.0 6.54 3 21 a32 4t 432.58 33.580 0 St 75 4.98 2 78 0 21 31 15 22 0.22 5 0 5.0 6.54 1 15 429.63 431.84 27.833 7.94 15 19.71 1.08 0.49 32 76 21 013 5.0 5.0 6.54 O61 424.98 425.44 23-156 t 99 15 9-86 0.55 0.77 33 29 8 0.2t S.D 7.6 579 8.89 397.81 413.88 82 431 19.50 24 t 08.19 3.40 0 48 34 20 33 0 1 t 5.0 7.4 5.84 8 09 413.88 414.46 59.660 1.01 18 11.41 6.04 0.22 35 21 34 0.28 5.0 6.9 5 96 7 79 414.68 417.9a 130.132 2.51 18 18.01 7 03 0,48 36 22 35 036 5-D 6.8 5.99 663 a18.t3 a18.26 25.681 0.51 18 8.09 511 0.71 37 23 36 0-36 5 0 6.5 6.08 5 17 418.45 418.73 55.553 0.50 18 8 OB 3 17 0 3t 38 24 37 0 26 5 0 6.3 6.15 3 63 418.93 419.16 48 637 0,47 15 4.61 4.31 0 27 39 25 38 0.12 SA 5.7 6.32 2.55 419.35 419.77 70.305 0.51 15 5.01 2.31 OS6 40 26 39 0 44 5.0 5.0 6.54 2 07 479.91 420.27 71.190 O.St 15 4.97 3.87 0 70 41 40 9 0 42 5.0 6.3 6.16 2 42 403.88 404.85 34,000 2.85 15 11.82 7 57 0 28 42 49 41 0 29 5.0 5.0 6.54 t 06 410.35 410.83 65,087 0.74 t 5 6 01 3.69 t 25 43 38A 14 0.00 OD 5.5 6.37 2 63 A05.76 406.04 55.611 0 49 15 4 92 2,22 0 44 as 38 43 0 59 5 0 5.0 6 54 2 70 406-14 a06 49 70.933 0 a9 15 a 91 3 09 0 54 45 51 Outfall 1.61 13-0 13.0 4.74 4.37 404.03 428.00 141.3% 16.95 18 46.84 2.88 0.95 ProjectFile 20210210 Block l0 Rivanna. stm Number of lines: 45 Date: 211212021 NOTES Intensity = 49.49 % (Inlet time + 9.85) " 0.76 -Return period = 10 Vrs. ; "Critical depth DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: AS SHOWN JOB: 8438 SHEET: 31 OF 44 I \ m U o w w s �o U C7dN 435 435 Q� Q a w 0 450 450 440 440 ¢ T � = U) 430 430 �, O U = W m _ ¢? OG o a 445 - 445 435 435 425 " ^ v 425 W Q Z o IE Ir 440 0 - - 440 430 430 420 ^ `" 420 GRADE HORZ SCALE 1:30 Z Ir N - - - VERT SCALE 1:10 > o 435 0 435 425 425 415 - 415 w Z NOTES: 430 430 420 420 a W N W 410 410 1. MAINTAIN A MINIMUM OF 3' OF COVER OVER PIPE. a a z > o 2. THE CONTRACTOR IS TO VERIFY 85% COMPACTION IN ALLFILLAREAS. ¢ vw w a 425 425 415 415 405 405 3. MAINTAIN 1.5' MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE. 'x a oz w 4. MAINTAIN V MINIMUM VERTICAL SEPARATION BETWEEN STORM AND SANITARY SEWER. O 420 420 410---410 a/ o 0 400 400 v a rn= rn d 415 415 405 405 Ir 395 395 410 410 400 LO 400 390 390 o� o 405 405 395 395 < n n n 385 385 N -- F z O 400 - 400 390 -'-'-1 390 - - 9 75 10+00 11+00 11 25 9 75 10+00 11+00 11475 380 a _ 380 9 75 0+00 11+00 11 25 w 0 w a 0 425 425 O z 420 420 415 415 zz a s 410 410 N v in 405 405 -44 ol 400 N 1 400 a 0 395 395 -Vic T 0 z 390 a 390 385 385 380 380 �yo�*�s�Tg of plc 375 375 0�7 370 0 370 Jimmy L Taggart Uc. No. 22841 Ora 365 365 d�a d8810NAL 71 360 360 355 r - 355 Q Z_ 350 014 CID i- 350 Q T LU 345 - - 345 Y -1 _ U / T Q _ pcq FXI--- ao Z J Lu m 340 - - �.. o N 340 Q mLu QSTING GRADE LL O ao LL 335 - n 335 a Q < O a } A~ 330 Z - 330 W w c ~ U) Q -- Q N o 325 325 _J y T 320 320 z cn z T &1 E- %� Q Otq 1M W Q 315 315 z w w 310 N _ _ 310 J W Q m 305 O �� 305 O O r N) 300 > 300 a �x 295 - -- 295 9 75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18 50 DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: AS SHOWN JOB: 8438 SHEET: 32::::::::::::,:F44 445 445 440 440 00 rn - MEASING GRADF,- O - / c0Co W 435 ~ 435 0 i ~ 430 0 430 425 CD I 425 - 420 / 00 420 _ 415 415 z/ 7_ / 72 410 - 410 0 405 EXISTINIG GRADE N 405 / 00 _ O - O' 400 uIr 400 r 395 395 u - - x .. 390 390 _ 00 385 0 > 385 -22 o e N NV V w RE O 380 ~ 00 380 v a - CD0 >> CD 0 -- zz 375 375 OD o zzz m •a o -- rn a 370 0 370 - - - z 365 - 365 m _ _ 18 50 N 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 27 50 HORZ SCALE 1:30 VERT SCALE 1:10 NOTES: 1. MAINTAIN A MINIMUM OF 3' OF COVER OVER PIPE. 2. THE CONTRACTOR IS TO VERIFY 95% COMPACTION IN ALL FILL AREAS. 3. MAINTAIN 1.S MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE. 4. MAINTAIN V MINIMUM VERTICAL SEPARATION BETWEEN STORM AND SANITARY SEWER. 460 455 450 445 440 435 430 425 420 415 410 27 460 455 450 445 440 435 430 425 42C 415 91 e tea© idr� �71■- �71f-1L1 1 -min�_-_ �:Olylpgllh:l:PJ�-_■� 1EI S I =\�i�i"1 1 _ r• �■� �� wal NI i�■I�� w■I�ii -50 00 • 00 •• 00 00 •• 33- n n n n WM ��Fin ■■� 1� in El I oil ■ �- \ BACO -tom_\ `_______\`__�� I� � 1� • MOISTURECOMPACTED • !! yam E��\____`_� �L" 75 •• •• 00 •• •• 00 161 460 455 450 445 440 435 430 425 420 415 410 75 460 455 450 445 440 435 430 425 420 415 00 U o w W s �o U d-° OZ z U) op :::i Y � J Q0 aaw Q T J = �y 00 a O m "O aZ =W a O In w 0 0 W UQ �¢ _ a J Z v U ZO ¢_ v �> o ti. j w o LL W Z O rn Ir ICE > No v aw N W Z Q J > O va w a J >- n > O W z O a 00 0 Fil W �a rn= rn U z 0 a 0 w a 0 O z z 0 a uu 0 0 0 z U49�1- JimmyecrtOra{y Q Z_ Q O O T W Y J U T Q O _j W w Z J Lu m w DL Q O a m < LL O a W W cy 04 Q � � JTQc)0 7) Q W D_ O z w Q E- X F z C ~ Q W °C W J J) w Q W O DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: AS SHOWN JOB: 8438 SHEET: 3 3 OF 44 I \ rn U m w m o U° OZ z U) O (D Y J s^ F- 00)) ¢¢w c) V) T J = �y O U ¢ U m "p aZ =w a Ofn wO O W 0 < � ¢ _ ¢ J Z IE v U ZO Q C7 - > o ti. j o Fii W C3 N i/1 O LL Z CE > No v aw N W 4t z J > O va w a J } V > =mow Oaz �/ OU O Fil w ¢ rn= rn U " Lateral Invert is calculated as (I nvert at Main + 1.58' + (Lateral Length x 2%)) **All laterals are to be left no deeper than 3.0' below finished basement or slab elevation. All laterals that have a separation less than 3.0' are to be considered Hung Sewer** z O a 0 Y Z 450 450 0 445 - 445 O z to / O 440 - 440 z i i z 435 435 0 a u 430 = 430 0 I IN 425 i 425 420 _� _ 420 0 415 41 5 z 410 410 N 405 405 wu 400 0 .00 400 o�*�s4TH Op plc a6CD y 395 395 �___ / ¢ Jimmy L. Taggart it I 390 - - - 390 .6 Uc. No. 22841 Ora 9 75 10+00 11+00 12+00 13+00 13 75 �04* o�41 8810NAL 450 Y Y1 450 Q 445 M 44500 z W O M O rL Q 440 0 440 r W LU x 435 435 O r < /-EXISTING GRADE LU z J Lu m W 430 430 Q m 0 Q E- LL / a- C� < O 425 z _ 425 kill- `) < a 420 0 420 Q N 00 O 415 / - 415 z w 410 L - 410 Lu Q W 0 QMOISTURE CONTENT fn 405 405 w LU HORZ SCALE 1:30 _DIP � VERT SCALE 1:10 L TO 400 ° 400 W Q Z NOTES: m 0 0 395 • v 395 oC M �� 0 0 1. MAINTAIN A MINIMUM OF V OF COVER OVER PIPE. 2. THE CONTRACTOR IS TO VERIFY 95% COMPACTION IN ALL FILL AREAS. 390 °° n ` m `° 390 00 NWm 3. MAINTAIN 1.6 MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE. o ° "' 4. MAINTAIN V MINIMUM VERTICAL SEPARATION BETWEEN STORM AND SANITARY SEWER. 385 III ± 385 o__ zz _ -- - » 380 - - - m _ _ - - - 380 9 75 10+00 11+00 12+00 13+00 14+00 15+00 16 00 BELVEDERE BLOCK 10 SANITARY LATERAL SCHEDULE C Invert In Percent of Pi Length From Str Lateral Length Lateral Invert * Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 367.20 18 30 368.15 407.00 38.85 D-E Invert In Percent of Pie Length From Str Lateral Length Lateral Invert * Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 380.64 9.84% 17 104 18 392.83 407.00 14.17 E-F Invert In Percent of Pi Length From Str Lateral Length Lateral Invert * Basement Floor Diff. Between BF and La[. Inv. ** Lot # 397.06 3.94% 15 45 10 400.62 410.00 9.38 F-V Invert In Percent of P' Length From Str Lateral Length Lateral Invert * Basement Floor Diff. Between BF and La[. Inv. ** Lot # 401.24 0.52% 16 45 10 403.26 419.00 15.74 G Invert In Percent of Pi Len h From Str Lateral Len h Lateral Invert * Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 403.18 14 21 403.95 412.00 8.05 J-J7 Invert In Percent of Pie Length From Str Lateral Length Lateral Invert * Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 404.27 1.03% 9 16 15 406.33 416.00 9.67 10 84 14 407.01 410.00 2.99 13 92 87 408.61 470.00 1.39 J1 Invert In Percent of Pi Len h From Str Lateral Length Lateral Invert * Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 405.50 11 9 406.02 410.00 3.98 12 40 406.66 410.00 3.34 J-K Invert In Percent of Pie Length From Str Lateral Length Lateral Invert * Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 404.27 4.03% 8 200 19 414.31 424.00 9.69 K-K1 Invert In Percent of Pie Length From Str Lateral Length Lateral Invert * Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 415.03 1.57% 7 70 15 418.02 422.00 3.98 4 90 70 419.48 422.00 2.52 K1 Invert In Percent of Pi Length From Str Lateral Length Lateral Invert * Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 416.50 6 11 417.06 421.00 3.94 5 45 417.77 421.00 3.23 L-M Invert In Percent of Pie Length From Str Lateral Len h Lateral Inve Q-R Invert In Percent of Pi Length From Str Lateral Length Lateral Invert * Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 435.86 0.52% C3 4 10 437.67 432.00 -5.67 C2 43 10 437.87 432.00 -5.87 R Invert In Percent of Pie Length From Str Lateral Length Lateral Invert * Basement Floor Diff. Between BF and Lat. Inv. ** Lot# 436.63 C1 10 437.17 432.00 -5.17 B4 10 437.17 433.00 -4.17 R$ Invert In Percent of Pie Length From Str Lateral Length Lateral Invert * Basement Floor DBf. Between BF and Lat. Inv. " Lot # 436.63 1.38% B3 36 10 438.91 434.00 4.91 B2 64 10 439.30 435.00 -4.30 B1 98 10 439.77 436.00 -3.77 T Invert In Percentof PI h From Str Lateral Len h Lateral Invert " Basement Floor Diff. Between BF and Lat. Inv. Lot # 439.34 A4 10 439.88 450.00 10.12 T-U Invert In Percentof PI Len h From Str Lateral Len h Lateral Invert " Basement Floor DHf. Between BF and Lot. Inv. *" Lot # 439.34 1.04% A3 40 10 441.54 451.00 9.46 U Invert In Percent of Pi Length From Str Lateral Length Lateral Irnert * Basement Floor Diff. Between BF and Lat. Inv. " Lot # 440.36 Az 10 aao.90 a5z.00 11.10 Al 10 440.90 453.00 12.10 W1 Invert In Percent of Pie Length From Str Lateral Length Lateral Invert * Basement Floor Diff. Between BF and Lat. Inv. '* Lot # 403.50 19 10 404.04 407.00 2.96 2.96 20 10 404.04 407.00 W-X InvertIn Percent of PI Length From Str Lateral Length Lateral Invert " Basement Floor Diff. Between BF and Lot. Inv. ** Lot # 402.52 7.87°h 21 33 10 406.91 410.00 3.09 X-Y Invertin Percent of Pie Length From Str Lateral Length Lateral Invert " Basement Floor Diff. Between BF and Lat. Inv. " Lot # 412.16 2.25% 22 12 10 414.22 416.00 1.78 23 68 10 415.48 418.00 2.52 24 130 10 416.87 421.00 4.13 Y-Y1 Invert In Percent of Pi Length From Str Lateral Length Lateral Invert" Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 416.30 11.87% 25 12 10 419.51 425.00 5.49 Y1-Y2 Invert In Percent of Pie Length From Str Lateral Length Lateral Invert " Basement Floor Diff. Between BF and Lat. Inv. *` Lot # 422.85 4.69% 26 10 10 425.11 428.00 2.89 Y2 Invert h Percent of PI Length From Str Lateral Length Lateral Irnert* Basement Floor Diff. Between BF and Lat. Inv. " Lot # 425.33 27 10 425.87 429.00 3.13 Y-Z Invert ti Percent of P Length From Str Lateral Len h Lateral Invert ° Basement Floor Diff. Between BF and Lat. Inv. Lat # 419.30 1.52% 11 76 18 422.41 431.00 8.59 12 110 18 422.93 432.00 9.07 H1 130 10 423.06 434.00 10.94 13 138 18 423.35 432.00 8.65 14 174 18 423.90 433.00 9.10 H2 175 10 423.75 434.00 10.25 15 202 18 424.32 433.00 8.68 H3 z10 10 a24.28 434.0o s.7z I6 238 18 424.87 433.00 8.13 H4 262 10 425.07 434.00 8.93 17 298 18 425.78 433.00 7.22 H5 302 10 425.68 434.00 8.32 IS 332 18 426.30 432.00 5.70 Z Invert In Percent of Pi Length From Str Lateral Length Lateral Invert " Basement Floor Diff. Between BF and Lot. Irn. Lot # 421.50 19 28 422.41 432.00 9.59 DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: AS SHOWN JOB: 8438 SHEET: 34 OF 44 \ \ \\ \ \ \ \ \ \ \ \\ \ \ I I \ / J l/ , RET. WALL BY OTHERS. LINES / — I I J �// ////� /// / / // — r DENOTE WALL & GEOGRID / / TREE SAVE \ 1 \ \ \ \lk J / — (DECIDUOUS TREES) \ \\ \ \ \\ \ \\ \ \ \\ \\ \ \ \ \\ \\ \ IN \\ I\ \ �� / \\ �i \ \� / / / / ✓'/ i Z\\ \ \ \ \\\ \ \ \ -1-1 IN\ \ \ \ 117 \ �� / IN tO— /` \ I P /� 1 I ___ _�_ \ ✓l l \\ \ \ \ \ �� /` u ce�uce �'��_�,, � � l ///�y � ' \ u\x —�4��— � — �J \ / � `, NEW BEL VEDERE /NC _ _ - - 7_ _ _ - \ \ \ - r r - / •" / J TMP 62G07E -moo - �' / \ O �' d - ~ ` �x� \ \ \� << /-/ 3csF C,.. o M VACANT _ _ S _ .. /a 9¢` \\ 1 ZONING: NMD _ _ - _ / \ .y� , \ \ � \\ J / / / p F 2.18 A CRESf ) lY 7I M\■ 07 �� // l%�'i II \ / q J I L. =2 1592 Sy c I P �I SAN. SEWER EA EMENT --------------- - --- / l J — PROP. 2 SAN. S%W AS E uce _ uce NN— y4 ° 7- ��y, �^ Aly'" J \ fir, V i / / ' _ ° ` '' f /'�,\ I t �� / � .—. iAN�E RICH � rN P\ t \ 'r � .S` h _ J �iuj `�' WLL vb ' u 6 \ / 'JJ _ Iry LL --- — — — / 1 / � l l F ILn —/ T \ n m Ln to 4— (A v m 00 II cv l0li IPI I kD A1I /11 Q I / rr juli RIGHT 28/ / _ %` QE I \'•..�P \ e�0��— / \ \ Noce __ -- \ �o \ ¢ \ u u \''•�,.:� I '\, a �';� —o uW —uGE u�' ut� uu� ucc —' uce,— ice u ucel ucE —u / .•{ryIl /��/�o= \ OTRAIL \ 4' 3� IN IN 30 sc� rol VDOT NOTES: 1. STREET TREES PROVIDED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 2. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS \ \ NEW BELVEDERE,INC • \ \ \ \ \ \\-_- E'� NI III l.;I \ \ \. \\\ ,<• \�\`e\ / \\\\\\ \ \ \ \\ \\\ \ \�� TMP 62-16D I \ �� / \ OPEN SPA CE \ \ - / 4A0 V _ - \ \� \ \ ZONING: R4 \ \ \ \ \ \ \ \ \ 1 BW= I.el III III I j� _ ��\ 15.0 ACRES — -t zU o W -M U Z zW O 00 �Yg J � Q� § JU � r J = oo a� W pw ¢o D 0 �Q z JZ vU z0 IL wu N w (7 � LL Z rn Qi o v r.J a Q rn v W N W QW z J > 0 v wt J a J } C) i W 0 a O O w ,r UQ rn U z 0 a u w 0 W a y � O z z 0 d it U 0 W Q 0 0 z 1�11,Rs op r Jimmy L. Taggart U'. No. 22841 4� A$oA�88roxel Q z Q a O � T W J a a Ur E- w zo wm J Q m 0 M a a- w W W C� k- o Q z z 0 �2(Du Q D_ Z LU �E a L w Q ° 0 ~ a z W °C J cl) W Q m 0 DESIGNED BY: UVN DRAWN BY: ARC DATE: 02-17-2021 SCALE: 1"=30' JOB: 8438 SHEET: 35 OF44 ►- U� O � \ � O V 30 0 30 60 90 1 � SCALE: 1 "=30' Lo U o m w UO z ZCA ON IF ffl �Y Q �� aW O J = O o Q m d Z = Lu 0co Wo w OQ u�OC a J Z v U 400 r� ZO FV �' > N W W a o Z rn OLL > o v W N W QN z J > O ULj = a J } n > =�W O a O � w � U Q rn U Z O a N w a y O OO Z Z a z 0 w a 0 6 z PyTH OF. Jimmy L. Taggart L'c. No. 22841 W4 SIONAL 8T\Gl{`v a z a a O > T W J a U T E- w z J W m Q Q m 0LL Q C'7 < O w W W ct) z z cnQN° = co Q a- D_ a z w � a w H Q J co W < 00 0 Ffy BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: 1 "=30' JOB: 8438 SHEET: 36oF44 a m N N 14 11 1 200 41/ 611 11 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 TREE SAVE AREA A U o m w - M U z d ° O N Ol0 :jY< � Q 1 � J O �y OU a� m `� a Z = w oco Wo 0 W °a �<cr ° az �C zCE CE c7 > w W(5 r� o z Ir CE > o aW Na N w Q z J > O ULLi > a J } C) U) Q a w 0 O W w Ir U Q rn= rn U Z O W z U N W W F Q Oz 1�1 z O d_ K U W 0 cs Z �o49, ° a: on�y�s Jimmy LTaggart uc 222�8411� tar 0++88ZONAL Q Z_ Q 0 O > T w U a r g [�] z J w coV] M J LJ J L w a Cy) D_ O E�- W W C'M z Q N o z J2CflI- Q D_ U 0. Z � z w a ° p a J � W a m � O op DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: 1"=200' JOB: 8438 SHEET: 38 OF 44 DRIP LINE PROTECTIVE DEVICE MAXIMUM LIMITS OF CLEARING AND GRADING ,.j PROPOSED GRADING if MIN. WHERE DRIPLINE S LESS THAN 5' CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES Source: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976 Plate 3.38-1 TREE PROTECTION NO SCALE REINFORCED RUBBER PRUNE DEAD OR DAMAGED HOSE, ARBOR TAPE, OR_ l� BRANCHES. DO NOT PRUNE NYLON WEBBING ,� CENTRAL LEADER. 12 REINFORCED RUBBER HOSE, ARBOR TAPE, OR NYLON WEBBING 2X2 HARDWOOD STAKE PLACE TOP OF ROOT BALL SLIGHTLY ABOVE GRADE. -SHREDDED HARDWOOD MULCH MIN. 4" DEPTH (DO NO MULCH AGAINST TRUNK OF TREE) -EARTH BERM AROUND BED REMOVE STRINGS, WIRE, BURLAP FROM TOP 1/3 OF BALL NT ON UNDISTURBED SOIL GENERAL NOTES & MINIMUM STANDARDS 1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT AND THE LANDSCAPE ARCHITECT. 2. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. 3. TREES SHALL BE 1.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED. 4. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF. 5. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 6. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY' AT 1-800-552-7001. 7. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL PROJECT ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED, OR IS UNHEALTHY AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 8. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN. 9. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 10. STREET TREES PROVIDED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. VDOT NOTES: 1. STREET TREES PROVIDED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 2. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS County of Albemarle Conservation Plan Checklist -To be placed at Landscape Plans (Handbook, pp 111-294-111-297 for complete specifications) I. The following ifems.ball be shown on the of..: Trees to be saved; Limits of clearing (outside dripline of bees to be saved); lad Location and type of protective fencing; 9 Grade changes requiring tree wells or walls; lid Proposed trenching or tunneling beyond the limits of clearing. 1. Markings: Ed All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 10 No grading shall begin until the tree making has been inspected and approved by a County Inspector. J. Pre -Construction Conference: 'Free'Free preservation protection measures shall he reviewed with the contractor on site. 4. E ui n e t 0 eraera io�nd Ston e:Ston e:. Heavy equipment, vehicular traffic and storage ofeenstruction materiels including and shall not be permitted within the ddplines oftrees to be smed. 5. Soil Erosion and Shanawater Detention Devices: Such devices shall not adversely affect trees to be saved. 6. Fi�re: 110 fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Tmde Matedab: cTosimaterials shall net he simcdwithin 100 feet of the dripline ofnces to besaved. 8. Protective Fencin: Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. 1(A Fencing shall be in place and sball be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: W hcn the ground level most be raised within the dripline of a tree to be saved, a tree well shall be provided and o conswction detail submitted for approval. 10. Tree Walls: �Whcn the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Tien hi o Tuanelio : W hcn trenching is required within the limits of clearing, it shall be done as fa away from the trunks of trees as possible. Tunneling under a loge sec shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. I'rotcaC�lea�nsls: 0 ive fencing shall he the last items removed during the final cleanup. IJ. Dama ed Trees: Damaged sees shall be treated immediately by pruning, fertilisation or other methods recommended by a tree specialist. NOTE: IT IS THE. DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION 08/10/2020 CONTRACT PURCHASER SIGNATURE (DATE) 511106 Page I of I PLANT SCHEDULE STREET TREE REQUIREMENTS STREET TREE CALCULATIONS -PROPOSED ROAD D 647.2 LINEAR FEET OF ROAD FRONTAGE ®1 TREE / 50 LINEAR FEET = 25.9 STREET TREES REQUIRED 26 STREET TREES PROIiIDED STREET TREE CALCULATIONS -PROPOSED ROAD N 1456.5 LINEAR FEET OF ROAD FRONTAGE ®1 TREE / 50 LINEAR FEET = 58.3 STREET TREES REQUIRED 58 STREET TREES PROIiIDED STREET TREE CALCULATIONS -PROPOSED ROAD O 114.4 LINEAR FEET OF ROAD FRONTAGE ®1 TREE / 50 LINEAR FEET = 4.6 STREET TREES REQUIRED 5 STREET TREES PROIiIDED STREET TREE CALCULATIONS -PROPOSED ROAD P 401.3 LINEAR FEET OF ROAD FRONTAGE ®1 TREE / 50 LINEAR FEET = 16.1 STREET TREES REQUIRED 16 STREET TREES PROIiIDED STREET TREE CALCULATIONS -PROPOSED ROAD Q 114.4 LINEAR FEET OF ROAD FRONTAGE ©1 TREE / 50 LINEAR FEET = 4.6 STREET TREES REQUIRED 5 STREET TREES PROIiIDED STREET TREE CALCULATIONS -PROPOSED ROAD S 114.4 LINEAR FEET OF ROAD FRONTAGE ©1 TREE / 50 LINEAR FEET = 4.6 STREET TREES REQUIRED 5 STREET TREES PROIiIDED STREET TREE CALCULATIONS -SECONDARY ACCESS ROAD 124 LINEAR FEET OF ROAD FRONTAGE ®1 TREE / 50 LINEAR FEET = 5.0 STREET TREES REQUIRED 5 STREET TREES PROVIDED CANOPY COVERAGE REQUIREMENTS 20% TREE CANOPY REQUIRED TOTAL SITE AREA = 95.75 AC OPEN SPACE = 84.98 AC NET SITE AREA = 10.77 AC TREE CANOPY REQUIRED TREE SAVE AREA PROPOSED TREE CANOPY TOTAL TREE CANOPY = 54.31 AC (43.45 • 1.25) KEY QNTY. BOTANICAL NAME COMMON NAME SIZE NOTE 10-YEAR TREE COVERAGE AREA (SF) TOTAL (SF) Canopy Tree AR 27 Acer rubrum "Brandywine" BRAN DYWINE RED MAPLE 2.5" Cal. B&B 452 12204 GT 21 Gleditsiatriacanthosinermis"Skyline" SKYLINE THORNLESS HONEYLOCUST 2.5"Cal. B&B 481 10101 QC 27 Quercus coccinea SCARLET OAK 2.5" Cal. B&B 419 11313 QP 26 Quercus phellos WILLOW OAK 2.5" Cal. B&B 419 10894 UP 19 Ulmus parvifolia "Allee" ALLEE LACEBARK ELM 2.5" Cal. B&B 423 8037 Understory Tree AA 5 Amelanchierxgrandiflora "Autumn Brilliance" AUTUMN BRILLIANCE SERVICEBERRY 6-7' Ht. B&B 130 650 TOTAL 53,199 LEGEND AUTUMN BRILLIANCE SERVICEBERRY ALLEE LACEBARK ELM SCARLET OAK WILLOW OAK SKYLINE THORNLESS HONEYLOCUST BRANDYWINE RED MAPLE (1.22 AC) 94 A m U o W w t- �o U -° Oz z U) N 0 0s� YJ§ 02 Gn Q01 aatu U T �1Ir J = �t OU ¢� m "0 dZ� co=w 0a O(l) W Oa 2¢Er _ a J Z v U ZO aE fA > o 2 o lL 0Z °> o d W N w a z J > O va w a J =Zw z O a 04 °o w U' a m= rn U z 0 H a 0 a 0 0 z P4 z O a UU 0 w a 0 6 z o�**S.,TH Op Alec F7 Jimmy L, Taggart Lc. No. 22841 Ora d�a�daeToxeu Q z_ Q O o T LU Y J U T Q a O LU LU z J W M E--� Q m Q Q Q LL a- � < 0 LIJ w r� I_ U) Q � (lJQN° z _ CO Q D_ 0 � z w Q F w Q Q z w \ W J U) W < Q m � O DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JILT DATE: 02-17-2021 SCALE: N/A JOB: 8438 SHEET: 39 OF44 2016 ROAD & BRIDGE STANDARDS CC-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING CG-12 HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) A GENERAL NOTES CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) PERMISSIBLE BLE DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) CONSTRUCTION 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. JOINT 5' 05 DOWEL, B" LONG C 12" C-C I _ 2. ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL MEET THE REQUIREMENTS SIDEWALK IN OF SECTION 5A OF THE SPECIFICATIONS FOR CG-12 DETECTABLE WARNING SURFACE. SURFACE. 48�1 MAX RAMP 12:1 MAX i "' 4 DETECTABLE WARNING SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS APPROVED PRODUCT LIST NUMBER 72. n 8' X• 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MDNOLITHICALLY WITH RAMP o =IVS FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BM$. 4. REQUIRED BARS ME TO BE NO.5 X 8" PLACED 1- CENTER TO CENTER ALONGG q• B 0:1 V 10/ MAXX MAX B B SIDES OF RAMP FLOOR, MD -DEPTH OF RAMP FLOOR. MINIMUM TYPICAL DESIGN COOTH NCRETE COVER N/T 10,1 MAX 5. ROADWAY CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAPS ME INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE A 5, 5' \ PERPENDICULAR `TRAI$ITION GUTTER PM SLOPE 6. CURB RAPS ME REQUIRED FOR SIDEWALKS AND SHARED USE PATHS. THE WIDTH OF THE CURB RAMP SHALL MATCH SIDEWALK WIDTH. WHEN CURB RAMPS ME USED IN Y �'y' Tl, 'dN/:i TO 204 THROUGH RAW LENGTH A CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH v " ( Q! 1 TRANSITION GUTTER PAN SLOPE GUTTER PAN MAXIMUM SLOPE 20:1 OF THE SHARED USE PATH. ' S' MIN TO 20:1 THROUGH RAMP LENGTH 7. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE > 12.,1 MAX k4jZ:;k CURB RAMP LANDING FLOOR. MA)(8'•0" y ��8. Min. CURB RAPS WILL BE INSTALLED AND LOCATED WITHIN PEDESTRIAN CROSSWALKS121 AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. CURB RAMPS SHOULD 12:1 MAX.MAX. NOT BE LOCATED BEHIND VEHICLE STOP LINES, LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. TYPE B BACK OF CURB 9. RAMPS MAY BE PLACED LABIAL TANGENTIAL SECTIONS PROVIDED THAT PARALLEL 20:1 TYPE A THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THE SLOPE AT THE ECTION OF THE CURB OPENING IS / ->p\S ` n� WITH BUFFER STRIP PTHAT ERPENDICULAR TO THE CURB fy 2 10. DETECTABLE WARNING SURFACE PANELS SHALL BE INSTALLED FLUSH WITH ";'MAX SECTION A -A THE BACK OF CURB. 11. WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF CURB AT ENTRANCES 1211 MAX ; aR OR STREET CONNECTIONS THE DETECTABLE WMNING SURFACE SHALL HAVE W4 XX )K 5' A FACTORY RADIUS OR BE FIELD -MODIFIED AS RECOMMENDED BY THE PERMISSIBLE CONSTRUCTION MANUFACTURER TO MATCH THE BACK OF CURB SEE CG-12-INS PAGES 204.06 JOINT AND 204.07 FOR METHODS OF INSTALLING DETECTABLE WARNINGS ON A RADIUS. A MIN AT X . 2" HIGHER THAN T EDGE OF PAVEMENT AT XX ,SAME AS TOP OF CURB TYPE C SECTION B-B EXAMPLE INSTALLATION METHODS - PARALLEL & PERPENDICULAR NOTES: SEE PLANS FOR LAYOUT TRUNCATED DOME r 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF S. .6"-2.4" C-C �I 2. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LAMM I O O O O O z 6 (4' WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW O O O O O O O O O O O LE000001 CONSTRUCTION- Y =JY a 3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 2011 AT THE RAMP OPENING. O -0 0 0 0 0 0 0 0 0 0 00 a 0 00000000 I 4, DIAGONAL PLACEMENT IS NOT PERMITTED. �� N LANDING RAMP u o OO O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ��0 0 0 0 0 0 O0 0 0 0 0Y.• . OF AS DIAM T R - 00000000000o CROSSWIK CpROSSWApLK R I DETECTABLE WARMING c AT BACK OF CURB 0.9"-14" SEE NOTE 11. BASE DIAMETER I_ VARIABLE FULL WIDTH OF RAMP FLOOR _I II II TYPICAL PLACEMENT PAY LIMITS TYPICAL PLACEMENT AT INTERSECTION DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING AT INTERSECTION WITHIN CROSSWALK INSTALLED ON A RADIUS DETAIL DETAIL WITHIN CROSSWALK (WITH BUFFER STRIP) \V= A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION SPECIFICATION A COPY OF THE ORIGINAL SEALED MD SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. XVDOT CG-12 DETECTABLE WARNING SURFACE REFERENCE REFERENCE CG-12 DETECTABLE WARNING SURFACE ROAD AND BRIDGE STANDARDS (GENERAL NOTES) VIRGINIA DEPARTMENT OF TRANSPORTATION 102 504 so 504 TYPE A (PERPENDICULAR) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS SHEET 10F 5 REVISION DATE 04/19 REVISION DATE 04/19 SMELT 2 OF 5 204.01 207 CG-12 A A5 DOWELS, 8" LONG �-I PERMISSIBLE AT 12" C-C CONSTRUCTION - 5 MIN A 5' MIN. JOLT 1" gA%- `�- -A- 5'MIN PERMISSIBLE CONST, 12-1MAX 121 M_AX,. a L d ♦' MIN JOINT JT 6" RAMP RAP WITH BUFFER STRIP ISLE TABLE] A ISLE TNAE) TRANSITION GUTTER PAN SLOPE L/ TO 20:1 THROUGH RAP LENGTH 5'� TRANSITION GUTTER PAN SLOPEL 12:1 MN"" TO 20:1 THROUGH RAMP LENGTH GUTTER PAN MAXIMUM SLOPE 201 7Z �r 12'I MA%. 5'-0.. MIN -- SHARE TO MATCH FACE WITHOUT BUFFER STRIP OF ROADWAY CURB BACK OF CURB 20:1 4a:t EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT LN[NG 40-IMAM. 2•MI"' SECTION A -A LAIpK' 4BIMA 9.ax aoFE DETECTABLE WMNING SURFACE PERMISSIBLE CURB CONSTRUCTION p v MM JOINTCROSSWALK ZI �� 1 SECTION B-B NOTES TF CURB ONE DIRECTION ONE DIRECTION WITH BUFFER STRIP 1. FOR GENERA NOTES ON Tiff DETECTABLE WIRWNG SURFPCE, SEE SHEET IOF 5. WITHOUT BUFFER STRIP 2. THE REOURED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGMOLESS OF THE SLOPE. 3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 20:1 AT THE RAP OPENING- 4. DIAGONAL PLACEMENT IS NOT PERMITTED. t TYPE 8 PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 61• CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 /5 6 14 /5 VLJI i 1 ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 20L03 04/19 ELK CROSS CROSSWAI IX TWO DIRECTIONS SMALLER RADII WITHOUT BUFFER STRIP A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFI CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION E. SPECIFICATION REFERENCE 105 502 504 BACK OF I 20 : 1 \�TRANSITONp TO 2011YHRGOUGHE RAMP LEUTTR PANSENGTH A EOPE J GUTTER PAN MAXIMUM SLOPE 20:1 TANGENT PLAN SHAPE TO MATCH FACE � Of ROADWAY CURB 5'-0' MIN. SECTION A -A TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 2 4 1 2 5 z 3 5 3 3 6 4 4 8 5 5 10 6 7 14 7 13 15 a 15 15 THE REWIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. 4• TYP y MM. CG 12 m 1�- � M"v; -1� e AT X 2" HIGHER THAN EDGE OF PAVEMENT AT XX, SAME AS TOP OF CURB AT X. 2" HIGHER THAN EDGE OF PAVEMENT ATXX. SAME AS TOP OF CURB u x 3 a � 8 a U= n n II CROSSWALK EXAMPLE PLACEMENT AT INTERSECTION WITH BUFFER STRIP NOTES: L FOR GENERAL NOTES ON THE DETECTABLE WARN94G SURFACE, SEE SHEET 1 OF 5. 2. THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE BUFFER STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOAMETRICS PROVIDING THE DIMENSIONS AND SLOPES ME AS NOTED. 3. THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 5'X 5'MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. 4. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 201 AT THE RAMP OPENING, 5. DIAGONAL PLACEMENT IS NOT PERMITTED. 'N'AUIXM ACOPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. 'RE"UL CG-12 DETECTABLE WARNING SURFACE 105 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 502 VIRGINIA DEPARTMENT OF TRANSPORTATION CLUSTER BOX UNIT (CBU) MAILBOX - ADA ACCESSIBLE 308.2 Forward Reach. 308.3 Side Reach. 308.2.1 Unobstructed. Where a forward reach is unobstructed, the high forward reach shall 308.3.1 Unobstructed. Where a clear floor or ground space allows a parallel approach to an element and be 48 inches (1220 mm) maximum and the low forward reach shall be 15 inches (380 the side reach is unobstructed, the high side reach shall be 48 inches (1220 mm) maximum and the low mm) minimum above the finish floor or ground. side reach shall be 15 inches (380 mm) minimum above the finish floor or ground. Figure M8.2.2 Obstructed High Forward Reach 308.2.2 Obstructed High Reach. Where a high forward reach is over an obstruction, the clear floor space shall extend beneath the element for a distance not less than the required reach depth over the obstruction. The high forward reach shall be 48 inches (1220 mm) maximum where the reach depth is 20 inches (510 mm) maximum. Where the reach depth exceeds 20 inches (510 mm), the high forward reach shall be 44 inches (1120 mm) maximum and the reach depth shall be 25 inches (635 mm) maximum. E E u (a) (b) Figure 308.3.1 Unobstructed Side Reach E E 255 mm 308.3.2 Obstructed High Reach. Where a clear floor or ground space allows a parallel approach to an element and the high side reach is over an obstruction the height of the obstruction shall be 34 inches (865 mm) maximumand the depth of the obstruction shall be 24 inches (610 mm) maximum. The high side reach shall be 48 inches (1220 mm) maximum for a reach depth of 10 inches (255 mm) maximum. Where the reach depth exceeds 10 inches (255 mm), the high side reach shall be 46 inches (1170 mm) maximum for a reach depth of 24 inches (610 mm) maximum. R E v Q E E d E M > 10"-24" max 255 mm 255 mm -610 mm (a) (b) Figure 308.3.2 Obstructed High Side Reach X E E E ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 4 OF 5 04/19 204.04 12" MIN. CONIC. PAD LA �.`. 12" to F PER. USES RAMP DOWN SIDEWALK RAMP DOWN NOTE: TOT LOT EQUIPMENT TO BE BURKE OR EQUIVALENT. CONTRACTOR SHALL PROVIDE SUBMITTAL TO OWNER PRIOR TO ORDERING TOT LOT EQUIPMENT. 1 SWING 1 SLIDE 2 CLIMBERS 1 BUCKABOUT 2 BENCHES NOTE: FENCING TO BE CENTERED ON COLUMN. FENCING TO BE EITHER STAINED OR PAINTED FLAT BLACK PER LANDSCAPE ARCHITECT. PROPOSED WOODEN RAIL TOT LOT FENCE N.T.S. CONIC. PAD 12 CBU MIN. MAILBOX RAMP DOWN I SIDEWALK RAMP DOWN TOT LOT DETAILS NOT TO SCALE I:7_[MNNWI] OPTION: WWF (4X4 OR 3X4) CAN BE ADDED BETWEEN POST AND FENCE BOARDS IF ANIMALS ARE BEING CONTAINED PER OWNER'S REQUEST. k 8' O.C.; TYP. PLAN 4 X 6 X 6 POST; 1' WASH ON TOP. SET POST A MIN. OF 3' IN GROUND. SECURE POST WITH QUICK DRYING CEMENT (OR EQUAL). 6' HALF -ROUND OR 4 X 4 POST CAN BE SUBSITUTED FOR THE 4X6 POST SHOWN AT OWNER'S REQUEST. FENCE COLOR: BLACK 406.4 Landings. Landings shall be provided at the tops of ramps. The landing clear length shall be 36 inches (915 mm) minimum. The landing clear width shall be at least as wide as the handicap ramp, excluding flared sides, leading to the landing. CONC. PAD 2 CBU. MAILBOX min 91 915 mm HANDICAP HANDICAP RAMP RAMP HANDICAP RAMP ............. B.O.C. ............. C&G .........„., C&G F.O.C. n D C&G CENTERLINE STREET SCENARIO I -REAR ACCESS TO CBU CENTERLINE STREET SCENARIO II -FRONT ACCESS TO CBU at least as Wide as curb ramp CENTERLINE STREET Figure 406.4 Landings at the Top of Ramps SCENARIO III -FRONT ACCESS TO CBU WITHOUT SIDEWALK NOTE: REFER TO REACH DETAILS FOR CORRECT LOCATION OF CBU INSTALLATION. U o w C, U Z Z O N rQr^ OAo JY* 2 vI Q U LLI < u C) �4 U y W "o Om �O O U Q m x J Z_ v U Q 0 Z Of O p x W0 F 0 % p 4 .rJ N d L P V W N W Q 0 Z > O U (wi) = a J } (r) > = 0 W O OQ w� na rn C) z 0 a V w H a 0 rn O z Z O a U U Q 0 0 z �o{��PyTH Op `f�c Jimmy L. Taggart LID. No. 22841 1 A�0�83sTONAL t�G'_1+ Q z_ Q O > T i w J � U T- o J w w z J LU m Q m I LL a O co } W LU Co z EW-1 Q N o z J C0 Q O Q W Q U F LL w X C) E- ~ Q O !Y LLI U \ W F J W C7 m 2 0 DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: NA JOB: 8438 SHEET: 40 OF 44 Buffer space W= 5 ft. 3 ft min. 6 ft min. w/trees 13 ft mllL Plant 11m I 7 in, m1rA next to roll top curb I ! 4 In mh7. elsewhere I a A A rclmnaDrse wllgnue) b _ b ' if tic ✓tiNly space 15 pavWxar15tructlon 51I177te On wfTlDWW &4grade am ft Wckws shall match ftntof the sldewalk.Inwemr.Me area wiH fWbe oorsldered part at the m7rxMFxAm wldfh required fer s7davclk. If Tree& are p'ontea In PGVW OB0557rian areaS.HW 5110if lie OOMW in tree Well$ 1717r IM10(fe a pfantliV grdFe.app oved by the DWrILTAddmstrdfar's DeSIO) e. HoweVer.ile w1drh of sidewalk pass7rlg fir tree well steal.' he at least 4 feet In width. FIGURE 6 - DETAIL BAC : OF CURBS MATERIALS TO BE PLACED ON THE GROUND TO BE GRADED LOSIDE OF TRENCH WONSTRUCTION. TO ORIGINAL CONTOURS C AFTER BACKFILL. j/DURING S P LOE TOP OF GROUND TRENCH SPOILS TO BE PLACED ON THE HIGH SIDE OF TRENCH DURING CONSTRUCTION. 0-0 IL COMPACTION PER COUNTY SPECIFICATION TjII(REMAINING BACKFILL SHALL NOT CONTAIN I 36" MIN. 'ROGK,•CLOD, OR DEBRIS MATERIAL LARGER THAN5"•N' . ANY' DIMENSION. 24" MIN. .'. .'.'.'.'. .'.'. .'.'.'.'.'.' AIIN. INRIAL IiACKF1LLA • • (Ni" • LIFfS) O •THOROUGHLY COMPACTEA) 8Y HAND OR A....VL.... CHANIC.. TAMPER. EMBEDMENT DIAMETER OF PIPE.'SPRING.'UNE.OF.'.P1P.E HAUNNING'..'.. . . lIKDDIN6;'.'0"' MAX; .'.' ...... ..4• MIN.... NO. 68 STONE FOUNDATIGN� ((SHALL 8E REQUIRED WHEN SOIL CONDMONS .AT2E.UNSTABLE) [ALL PIPE] /i X �i /i NOTE CONTRACTOR MUST INSURE THE STONE IS PROPERLY COMPACTED, ESPECIALLY UNDER THE HAUNCHES OF THE PIPE. BEDDING, BACKFILL AND TRENCH SPOIL PLACEMENT MH-1 SEE STANDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. SHEET 1 OF 5 REV. 7/01 006 11 SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK HALF PLAN VIEW -B". (2 z WALL THICKNES I _ HALF SECTION A -A (WITH FRAME AND DOVER REMOVED) BRICK CONCRETE NOTES- LQUN(TITES SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO OBTAIN TRUE QUANTITIES. 2. A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. 3.I1NICREMENTS TO BE ADDED FOR EACH AJOIIIONAL FOOT OF DEPTH. 4.MATERIALS MAY BE BRICK CONCRETE OR APPROVED CONCRETE MWHOLE BLOCK. 5.IF BLOCKS ARE USED THE MINIMUM TNCKNESS OF SAME IS TO BE 5". OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6. ALL CONCRETE TO BE CLASS A3. 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. SPECIFICATION MANHOLE FOR 12" - 48" PIPE CULVERTS PEFEWKE VIRGINIA DEPARTMENT OF TRANSPORTATION 302 TABLE OF QUANTITIES DEPTH BRICK MA9MOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.3 0.7a5 7.4,37 5 0.7 0.785 Law 6 0.0 0.785 1.961 7 7.0 0.785 2.223 e 7.2 0.785 2.485 9 7.4 MINIS 2.747 D 11 1.6 1.9 0.785 0.970 3.009 3.455 12 2.2 0.970 3.817 13 2.5 0.970 4.179 74 2.a 0.970 4.341 13 3.1 0.970 4.903 16 1 3.4 1 0.970 5.265 17 1 4.0 1 1.171 6.032 INCREMENT 1 0.45 0.582 pG_98 WIDTH F `.I ENTRANCE it I 4 .' i LIMITS OF PED. ACCESS ROUTE ® o LIMITS OF PED. ACCESS ROUTE UNPAVED SPACE NON -TRAVERSABLE = UNPAVED SPACE WIDTH OF ENTRANCE _ )F: LIMITS Oi PED. o LIMITS OF PED. CESS ROUTE ® NON -TRAVERSABLE ACCESS ROUTE PEDESTRIAN ACCESS ROUTE DETAIL WITH 8, PA WITHOUT UNPAVED ED SPACE ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LAIRS OF PEDESTRIAN ACCESS ROUTE LA EXTEND BEYOND EXISTING OR PROPOSED VDOT RIGHT -OF WAY. ' I ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS ' >. • �, - s' UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT Z' Y, e.e PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A ea . oYeV e: o FACILITY THAT CAN BE APPROACHED, ENTERED AD USED BY PEDESTRIANS. IF ACCESS ROUTE IS ADJACENT TO BACK OF CURB. MINIMUM WIDTH SHOULD BE 6'. SECTION F-F C HALF PLAN I N ACCESSROUTES • IF PEDESTRIAN ACCESS ROUTES I ARE BEING y.011 , 0" PROVIDED,PEDESTRIAN IMUM 4' LE WIDTH 15 REQUIRED WITH A MAX. 22 CROSS SLOPE. s. WHEN USED R CONJUNCTION WITH STANDARD " 6' PARABOLIC CG-3 OR CGJ, THE CURB FACE ON THIS ' 1 W K STANDARD IS TO BE ADJUSTED TO MATCH THE ACE CURVE MOUNTABLE CURB CONFIGURATION, oe:o a4o: e NORMAL CUTTER ® ®------- ® Mix SECTION E-E • e. • e. • d. • >. • n.� . n. e. • e. • e. Ye4 oY SY NN 0% TO IOX CHANGE eYe L begl;:u4e=LI^bl CLASS AS (H.E.5.1 CONIC. e6Y^Y^" 6" AGGR. BASE TYPE I SIZE 210 5'-0" I ® POINT OF GRADE CHANGE - e. •?- p• 12% MAX. SLOPE 5',0" , FOR CURB AND GUTTER ONLY ♦ •o. • >. • n. FO R I K R TT x z 12 X MAXIMUM INCREASE IN SLOPE AT MNIMUM TO- INTERVALS BUILT CONCURRENTLY '2'2 v.4Y'e • e SECTION C-C x x x 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND 8 X MAXIMUM DECREASE FOR SUCCEEDING MMKDMUM D' INTERVALS SECTION D D SPECIFICATION XVDOT REFERENCE STANDARD ENTRANCE GUTTER ROAD AND BRIDGE STANDARDS 502 REVISION DATE SHEET I OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.02 [r1 �Tli ��H��uuuuuuuuuuuuuuuuuuuuuuuuuu: r,��.NNNNNNNNNNNNNNNNNNNNNNNNI HIM Nam NEI IIMAM �W PLAN To, MAX. 20' B 8.. 3..p,. �i1 A -A KEYED CONST.JONT WARPED GUTTER PPPROACH -BARS A (GUTTER ------------------- I BARS F BARS E [►B o ' #E3" DAMETER BARS E WEEP HOLE FRONT ELEVATION n Bras F •• r-a•' s" BARS B - (GUTTER REMOVED) 8., Z . „• SX/, BENT PLATE - SECTION B B 4 R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 0 CG-7 STAINDARDS. v L2/M H2 Q GALVA ZED TYPENOS T D WITH C- M -6 ST AR B E DE AIL SHALL BE USE G 2 CG INO S. TYPE A TYPE B I/: X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 89.30' TO ANGLE IRON AT 2'bC, CONNECTORS AND IS TO BE ANCHORED WITH I/2" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2-C-C. 2. APPR. PAVEMENT 0I-3A .L _, DI-3B L DI-3C L - WARPED PAVEMENT _ _ - _ `L_OW = FLOW /'� I FLOW .•' p.p. DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE N SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRCAL XVDOT STANDARD CURB DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET I OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) • 8' 233 106.09 08/10 VRGNIA DEPARTMENT OF TRANSPORTATION 302 SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. ' ^a SLOPE TO DRAIN TO INVERT A -A OF OUTLET PIPE FICTION IF TREATMENT IN DROP INLETS SLOPE TO DRAIN TO INVERT OF OUTLET PIPE CLASSPORTLAND CEMENT CONCRETE MIX CONFORMING AGGREGATE TO CLASS BE OR Iff CLASS 4"EXCEPT THAT 25X OF COARSE AGGREGATE NAY ICUP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK,;,4BROKEN CONCRETE OR BROKEqCONCRETE BLOCK. THE SURFACESHALL BE LEFT SMOOTH BYMEANS OF HAND TROWELLNG. NONE'°OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. .,'°4°DETALS OF INVERT SHAPING AS SHOWN HEREON AE FOR EXAMPLEPURPOSES ONLY. EACH NDIVIDUALLYY TO BEST FRTTHE PARTICULAR NLET AND OUTLETOLE OR INLET IS TO BE APED CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES SPECFKATDIN RE`ERU"CE STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 06.08 DETAIL 1 v_-:•.- - Ln'I" ; .0 • SECTION B-B TYPE OF OUTLET PROTECTION MATERIAL MAXLETLET (FOR DESIGN STORM) MINIMUM "T" (INCHES) CLASS Al I CLASS Al DRY RIPRA 8 fps 18 CLASS I CLASS I DRY RIPRAR 14 fps I24 CLASS I I CLASS I DRY RIPRAP 19 fps 36 DETAIL 2 SECTION A -A TABLE OF QUANTITIES DI-3A. 38, 3C TYPE L AREA OF SLOT REINFORCING STEEL Concrete BARS A BARS B BARS C BARS D BARS E BARS F BARS G WEIGHT Ft Sq. FL Cu. Yds. No. Lin. Ft. 4t No. I.M. Ft. At No. Lin. FL i No. Lin. Ft. No. Lin. FH* No. Lin. F1.* No, L. Ft.# Lbs. DF3A 2'-6" i.1 _ _ _ 1 '.7" 3 3•.2„ _ _ _ _ 6 P- 2 4' 1.83 2.59 5 1'-6" 2 6'-7" '-O" 3 5'-7" J 3'•2" 4 i'-6" 3 1'-6" 4 1'-0" 64 6' 7 5 3'-6" 6 3 3'-2" 4 3 1'-6" 4 - ] .4 5 5'-6" 10 6'-7" ,_ " '-7" 3 3•_2" 4 '- " 3 1'-6" 4 150 OI-3B 10' 4.5 5 7'-6" 14 6'-7'• to 6'-10" 3 '-7" 3 3'-2" 4 7'-6" 3 I'-6" 4 - 204 1 4,34 5 W' 6'• 18 - 6'-10" 3 '-7" 3 3•_2" 4 9•-6" 3 V-6" 4 '- 1 11' .42 4.7 5 11'-6" 22 '- '• '_ " 3 T-7" 3 T-2" 4 11,4. 3 1'-6" 4 "-0-' 298 16' ].33 5.22 5 13'-6" 26 6'-7' to 6' TO- 3 5'-7" 3 3'-2" s ,3-6" 3 I'-6" 4 I'- 345 I0 8.25 5.66 5 15'-6" 30 '- „ 6'-10" 3 5'.7•' 3 T-2" 4 15._6'. 3 V-6" 4 r_ " 391 2D' 9,17 6.09 5 17'-6" 34 '-7" 6'-10" ! '-7" 3 3'-2" 4 17'-6" 3 V-6" 4 1.-0., 438 6' 275 3,01 10 V-9" 4 6'-7" to 6'-O" 5 5'-7" 3 3•_2" 8 I'-9" 6 1'•8" 2 r- " 1D 8' 3.67 145 1 10 2'-9" 8 1 6'-7" to 6--O•' S 1 5'-7" 3 S-2" 8 2'-9" 6 V-6" 2 1 T- " 158 10, 4. 10 3'-9" 12 6'-7" to 6'-10" '-7" 3 3"2" _„ 6 I'-6" 2 I 4. 3 10 4._g.. 16 ._7, �_ .. ,_7,. 3 3._2.. 4;-'1;; 6 1,.6„ 2 2 DI-3C 14' _d 4.77 10 5'-9" 20 6'-T• to 6'-10'• 5 5'-7" 3 3._2" 5'-9" 6 1'-6" 2 .. .. IF 7.33 5.21 10 6'-9" 24 6'-7" 6'-KY' 5 5'-7" 3 3'-2" 6--g" 6 I'-6" 2 - 345 18' 5 5.65 10 7'-9" 28 6'-7" to 6'-10" 5 5-- - 3 3'-2" 7--g" 6 1'-6" 2 .. 392 439 NOTES I. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 7 # 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 15. THIS AREA MAY BE EARTHEN N WHICH CASE /2" C-C TO BE PLACED IN ALL AREAS ADJACENT THE EXPANSION JOINTS WILL APPLY ONLY TO 2. THE "H" DIMENSION SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENT CURB AND GUTTER. AND SPECIFIED ON THE PLANS WILL BE SETTLEMENT, MEASURED FROM THE INVERT OF THE OUT ALL F 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH PIPE TO THE TOP OF THE STRUCTURE. 8. 3" DIAMETER WEEP HOLE TO SE LOCATED TO (H) OF 5'-2" WITHOUT PIPES THE AMOUNT PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY DRAIN SUBBASE MATERIAL. WEEP HOLE WITH DISPLACED BY PIPES MUST BE DEDUCTED TO FOR ESTIMATING PURPOSES AND THE ACTUAL 1 .• PLASTIC HARDWARE CLOTH MESH .FOR INLETS OF OBTAIN TRUE AS; BE DETERMINED BY THE DIMENSIONS SHALLFROM OR GALVANIZED R GAL STEEL ADD 0. DEPTHS; ADD OR SUBTRACT 0.32 CONTRACTOR FROM FIELD CONDITIONS. 0ZED DIAMETER 0.OR NUMBER 1 MESH HARDWARE 4MES HARDWARE CUBIC A CUBIC YARDS OF CONCRETE FOR EACH FOOT CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF DEPTH. 3. WHEN SPECIFIED ON THE PLANS TIME INVERT IS OF THE STRUCTURE. TO BE SHARED N ACCORDANCE WITH STANDARD 17 LENGTH OF ANGLE IRON AS SHOWN ON SHEET I T G R H P IS E COS OF U NS NG AND PLACING ALL -T 9. REINFORCING T HAV A MIN. ALL STEEL SHALL E F T 41 " AT 1.1 ./FT.. 0 2 S 0 BE L 6 0 LBS IA MATERIALS INCIDENTALTO THE SHAPING IS TO BE COVER OF 2". INCLUDED INTHTHE BIDE BID PRICE FOR THE STRUCTl1RE, 18. ♦DENOTES LENGTH OF ONE (1) BAR, 10. ALL REINFORCING G STEEL TO BE CUT CLEAR OF IN THE EVENT THE INVERT OF THE WTFALL ALL OPENINGS BY 2". 19. ALL REINFORCING BARS TO BE#5. 4. PE THAN THE BOTTOM OF THE THE STRUCTURE, THE AVERT OF THE STRUCTURE 11 CAST-N PLACE CONCRETE TO BE CLASS A3 20. WHEN INLET IS USED MEDIAN, BACK OF SHALL SHAPED WITH CEMENT MORTAR TO (3000 PSI), PRECAST CONCRETE IS TO BE TO D TO CONFORM TO PAST IS TO BE SHAPED PREVENT STANDING OR PONDNG F WATER 4000 P51. PROPOSED CURB. IN THE STRUCTURE. THE COST OFLNG AND PLACING ALL MATERIALS INCIDENTALNT& TOBI 12. LENGTH OF SLOT fLl WILL, IN EVERY CASE, BE THE SHAPING TO INCLUDED IN THE BD SHOWN ON PLATS. C PRICE FOR THEE STRUCTURE. 13. IF INLET IS CONSTRUCTED IN MEDIAN CURB OR 5, STEPS ARE TO BE PROVIDED WHEN H WITH INTEGRAL CURB, GUTTER IS TO BE A ST OR GREATER..IX( FDETAILS SEE STANDARDST-1. OMITTED (SEE DETAILI. 6. THIS ITEM MAY BE PRECAST OR CASTHN-PLACE. 14 STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING DI-MB, REFERENCE STANDARD CURB DROP INLET `"""' ROAD AND BRIDGE STANDARDS z33 12" - 30" PIPET MAXIMUM DEPTH (H) - 8' REVISION DATE I SHEET 2 OF 2 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 10410 RAISED LETTERING LETTERING OPTION& B A IYe SLOT APPROXIMATE WEIGHT CAST IRON FRAME 56 ± 4 LBS. COVER 83 ± 4 LBS. FRAME SECTION B-B NOTES 1. THE LETTERS V.D.O.T. ARE OPTIONAL. IF USED THE LETTERS ARE TO BE CAST INTHE DEPRESSION IN TOP OF THE COVER 1" WIDE AND RASED /4' MGM AS SHOWN. 2. THE DUMP NO WASTE DRAINS TO WATERWAYS LETTERING IS REWIRED ON ALL IC-2 COVERS. LOCATION OF LETTERING MAY VARY BY MANUFACTURER. STANDARD INLET AND FRAME COVER 224 302 VIRGINIA DEPARTMENT OF TRANSPORTATION EC-1 DI-3Ak 388, 3CC BARS H - MA5 @ 12" I n Y. NOTES: I FOR MULTIPLE LINE INSTALLATIONS. DIMENSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (W). ON ANY INSTALLATION REOUIRNG CULVERT OUTLET PROTECTION WHERE NO ENDW&L OR ENDSECTION IS SPECIFIED ON THE PLANS. CONSTRUCTION IS TO BE N ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. 3 GEOTEXTLE FABRIC TO BE INSTALLED UNDER CLASS AT I, AND I MATERIALS N ACCORDANCE WITH THE SPECIFICATIONS. 4. S • DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX. ELLIPTIC& OR ARCH CULVERT H DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX. ELLIPTICAL OR ARCH CULVERT. f USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE. BOTTOM WIDTH AND DEPTH OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND. OUTLET PROTECTION MINUMUM LENGTH (L) TYPE A INSTALLATION 3H TYPE B INSTALLATION 5H SPECIFICATION �VDOT REFERENCE CULVERT OUTLET PROTECTION 204 ROAD AND BRIDGE STANDARDS 245 REVISION DATE SHEET 1 OF 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 414 3.01 SECTION A -A SEE NOTE 19 IC-2 �- 1y' RASED LETTERING COVER SECTION A -A ROAD AND BRIDGE STANDARDS REVISION DATE 04/20 S)EE7 1 OF 1 05.01 NOTES 1, DEPTH OF INLET 1111 TO BE SHOWN ON PLANS, 9. ALL REINFORCING STEEL SHALL HAVE A MIN, MINIMUM DEPTH (H) TO BE 8'-0". MAXIMUM COVER OF 2". DEPTH TO BE 20'-0". FOR INLETS LESS THAN 8'USE STANDARD DI-3A 3B, 3C. O. ALL REINFORCING STEEL TO BE CUT CLEAR OF ALL OPENINGS BY 2". 2- THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE 11, CASTHM PLACE CONCRETE IS TO BE A3 INVERT OF THE OUTF&L MEASURED FROM THE A 00 PSI). PRECAST CONCRETE IS TOO BE (3GOO BE BARS H PIPE T'1 THE TOP OF THE STRUCTURE. 40 4000 PSI. aE. c t2" C-C PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY A- f FA A OPTIONAL CONST. JOINT FOR ESTIMATING PURPOSES AND THE ACTUAL 12. LENGTH OF SLOT L) WLL,N EVERY CASE,BE DIMENSIONS SHALL BE DETERMINED BY THE SHOWN ON PLANS. CONTRACTOR FROM FIELD CONDITIONS. 13. WHEN INLET IS USED IN 4'MEDIMN BACK OF 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS INLET IS TO BE SHAPED TO CONFORM WITH TO BE SHAPED IN ACCORDANCE WITH STANDARD PROPOSED CURB. IS-t THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE 14, IF OPTION& CONSTRUCTION JOINT IS USED IT IS INCLUDED IN THE 81D PRICE FOR THE STRUCTURE. TO BE KEYED. ALL SPLICES N BARS V TO BE A MINIMUM OF 40 DIAMETERS (201. 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE 15. FOR PLAN VIEW OF INLET SEE STANDARD DI-3A STRUCTURE, THE INVERT OF THE STRUCTURE 36,3C. SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING OR PONDNG OF WATER 16. QUANTITIES SHOWN ARE FOR MINIMUM INLETS N THE STRUCTURE. THE COST OF FURNISHING OF EACH TYPE. FOR INLETS OF GREATER DEPTH AND PLACING ALL MATERIALS INCIDENT& TO (H) OR LONGER SLOT (L) INCREMENTS SHOWN THE SHAPING IS TO BE INCLUDED IN THE BID PER FOOT MUST BE ADDED. THE AMOUNT OF PRICE FOR THE STRUCTURE. CONCRETE AND STEEL DISPLACED BY PIPES MUST BE DEDUCTED TO OBTAIN TRUE OUAaITIES. S. STEPS ARE REQUIRED. FOR DETAILS SEE STANDARD ST-1. 17. FOR NUMBER OF BARS A-G REOUNRED AND 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. LENGTHS SEE SHEET 104.10. HARDWARE CLOTH 7. # 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 18. FOR DESCRIPTION AND LOCATION OF DIMENSION SUBBASE 12" C-C TO BE PLACED IN ALL AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT L SEE SHEET 04.09. WEEP HOLE. SETTLEMENT. IN LIEU OF DOWELS A 2" X d" SEE NOTE B. NOTCH MAY BE PROVIDED. SEE STANDARD 19. FOR ALL DETAILS. DIMENSIONS, AND T-DI-3, 4 FOR ALTERNATE DESIGN. REINFORCING STEEL ABOVE THIS LINE SEE S. S" DIAMETER WEEP HOLE TO BE LOCATED TO STANDARD d-3q 38, 3C. DRAIN SUBBASE MATERIAL. WEEP HOLE WITH 12"X12" PLASTIC HARDWARE CLOTH 1/4' MESH OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03". NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. mot- f5 BAR H EACH CORNER 1-05 BAR HI EACH ALTERNATE CORNER SECTION THROUGH ELEVATION SCHEDULE OF REINFORCING STEEL BARS H BARS H, BARS V NO. REO'D. LENGTH NO. REV LENGTH NO REO'D- LENGTH 4x(H•1) 3'-6" 4x(H•N 3'-8" 1 38 1 H-T-4" APPROXIMATE QUANTITIES FOR MINIMUM 8' DEPTH INLET TYPE DIMENSION L SEE NOTE 101 REINFORCING STEEL CONCRETE DI- Lin FL Lbs. u. CYds. 3AA 2' -6" 452 3.14 MIS 4'-0" 1 494 1 3.47 3CC 6'-0" 1 541 1 3.89 INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF SLOT LENGTH (L) H L CONCRETE STEEL CONCRETE STEEL Cu. Yds.I Lb.. I Cu. Yds. I Lbs. 0.3171 54 0.317 1 54 1 0.22 1 23.5 0.317 I 51 I 0.22 1 23-5 `VHF SPECIFICATION STANDARD CURB DROP INLET REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 12" - 30" PIPE) DEPTH (H) 8' TO 20' 233 '0411 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 zU o �i w H � VI P U Z Z O N Q0'a JY� ��1 J O Q� `4 Of EL z=En n ,y aU w m .q O 1n w O M O QZ v U Z O > O N V) (D o LL Z_ 0 i p V rJ a Ld v J N V) N W Q Z J w > O Q = U(n= a } J ~/ > _ w O °o W = nQ P = rn U y�o{�BAyTB op `lac 7Zy Jimmy L. Taggart Uc. No. 22841 Al, A�aA@98/ONA1 *1 b Q z a O T > Y w J � UTQ O _j w w zJ Wm CO U y a CO C() LU w co z E_ Q N 0 z /_^ I- z I.L zw< L.L W X C) E- 0 ~ a o W c) w / I- J N w 0 m 2 0 z O a it U w 0 a 0 oZ Z O it w F O z DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JILT DATE: 02-17-2021 SCALE: NA JOB: 8438 SHEET: 41 OF 44 Pe -I NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL GROUND LINE X TOP OF FILL GROUND LINE z GROUND LINE x IrRONYK - 7 rr I) r EARTH 7 d SI H dEARTH cDINGo o p BEDDING - ' MATERIAL I T 4 J T NI MIN. 111 DD MIN. 1/10 D X D X BEDDING p p X D X BEDDING - MATERIAL MATERIAL % D % ''MINPER 1' H . MIN. B". MAX24"FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 x D MIN. LS D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 X D MIN, 1.5 z D Wx TOF FILL TOP OF FILL TOP OF FILL - riJrrr rrrrrrr ::• :• • • • - -- - •: /ii// /Jii ::: }S•r � r r r /cirri//rrr JiriiiriJJJ { GROUND GROUND p _LINE p LINE p N - - LINE - :•: - --::::•::: = G 1 I ? EARTH � ROCK OR r MIN. 1/10 D UNYIELDING r , I " MIN. 1/10 'D d BEDDING EARTH MIN. 1/10 D % D % BEDDING MA7ENAL I/ •• PER _ SOIL 16 OF H % D X MN. B", BEDDING MATERIAL MA%. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL BEDDNG MATERIAL IN ACCORDANCE WITH EMBANKMENT SECTION 302 OF T14E ROAD AND BRIDGE ® NOTES: ® SPECIFICATIONS. REGULAR SACKFILL MATERIAL IN ACCORDANCE FOR GENERAL NOTES ON PIE BEDDINI, CLASS I BACKFILL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIE CULVERTS WITH SECTION 302 OF THE ROAD AND BRIDGE WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES SPECIFICATIONS: SPECIFICATIONS. ON SHEET 107.00. Frrrrr FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL rrrrr OR PLASTIC PIE ® IN ACCORDANCE WITH SECTION 302 OF THE ROAD CRUSHED GLASS CONFORMING TO THE 6" MINIMUM CLASS I BACKFILL MATERIAL PLACED DIRECTLY AND BRIDGE SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RUN OVER PIPE AND 6" REGULAR BACKFILL MATERIAL, AGGREGATE SIZE 25 AND 26 MAY BE OR 12" OF CLASS I BACK FILL MATERIAL. USED IN PLACE OF CLASS I BACKFILL- IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS, `/DOT A COPY M ORIGINAL S AN SIGNEDA IN I IN H N AL 0 1C INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" 302 SHEET 1 OF 4 BENISON DATE 07/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 107.01 PAVEMENT �xS SUBBASE TOP OF CUTT O O,N6- FILL COMBINATION UNDERDRAN x' CROSSDRAIN CD-2 ON FILLS CENTER LINE SECTION (WITH TYPE 1SELECT MATERIKI TRENCH PLACEMENT -PAVEMENT SURFACE b BASE 00 00 00000000000 o SUBBASE •o • o • o • o • o • o • o • oo o • oo 8606 -SELECT MATERIAL TYPE I OR R M57 AGGREGATE, 118 AGGREGATE OR CRUSHED •Z4 GEOTEXTILE GLASS MEETING 08 GRADATION REQUIREMENTS - DRANAiE FPBR C OR r PAVEMENT SURFACE b BASE 000000 00000000000 o SUBBASE OR CEMENT STABRIZED SUBBASE CD-2 FOR (TYPICAL) -TT SHOULDER LINE L. EDGE OF PAVEMENT 1 I TRAVEL LANES .!1��\�• I J � EDGE Di PAVEMENT SHOULDER LINE YPICAL)� TOE OF FILL / LIMITS OF PAY FOR OUTLET PPE PLAN VIEW SHOWING PLACEMENT OF CD-2 CROSSDRAIN NON -PERFORATED OUTLET PIPE TYPE OF PIPE CRUSHING STRENGTH N W.T. " NOM.OIAMETER M W.T. 6" NOM. DIAMETER SMOOTH WALL PVC .103 0AS3 SMOOTH WALL PE I I 70 PSI )40( 1 1 70 PS >(MH( o•o. e : • o • o • o • o • o • ~ SELECT MATERIAL TYPE IT OR SUBGRADE * WALL THICKNESS (AMI) -ACHES _ o•o-o. •o• -o-o o (CEMENT OR LIME STABILIZED) 3BE%TESTED ACCORDING TO ASTM D-2412 AT 5X DEFLECTION. 457 AGGREGATE, 98 AGGREGATE OR CRUSHED GEOTEXTILE GLASS MEETING 68 GRADATION REQMEMENTS. FABRICCGE r-o" GENERAL NOTES L TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 % MIW (3% DESIRABLE) GRADE. BRIDGE SVBBASE 3. ON CURB AND GUTTER SECTIONS. WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE CA-2 OUTLETS FOR CROSSORANS, THEY ARE TO BE LOCATED SO AS TO DRMN INTO DROP CD-2 INLETS OR MANHOLES. 5 O SIRE NO 2M (6EMIN?OE T I YE 4. ON SUERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. S. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF V-0" ABOVE NVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 CROSSDRAIN AT 6. ALL CONNECTIONS (ELBOWS, WYES. ETC.) WITHIN PAY LIMITS FOR OUTLET PRE ARE TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PRE, 7. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER ORANAGE STRUCTURE. SPECIFICATION XVDO-r REFERENCE STANDARD CROSSDRAIN ROAD AND s6rocE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE SHEET 1 of 1 501 701 VIRGINIA DEPARTMENT OF TRANSPORTATION 0]/16 T08.05 2016 ROAD 6 BRIDGE STANDARDS END -SECTION 12" - 60" PIPE HUB END ON OUTLET END -SECTIONS SPN;OT END ON INLET END -SECTION l x CONCRETE TO BE L JJJ 400D PSI MINIMUM IL"fiMINL�:0:1 DIAMETER OF PIPE ALTERNATE END -SECTION 12" - 60" PIPE Es-' HUB END ON OUTLET ENO -SECTIONS SPIGOT END ON INLET END -SECTION X XI - KI CONCRETE TO BE LLL.. E J 4000 PSI MINIMUM PLAN III- C I APPo .. I + LSTEEL FABRIC REINFORCEMI - -_ D E �YAY L1NE- END VIEW SECTION X-X END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12" 4" T-O" 2'-0" 4'-0" 2'-0" 15" 6" 2'-3" T-9" 4'-0" 2'-6" 2'-3" 1'-9" 4'-0" 3'-0" 21" 9' " 2'-11" 2'-l" 5'-0" 3'-6„ 24" 9'/2" 3•_7•• 2•_6" 6•_I•• 4•_O" 27" Toy". V-0" 2'-l" 6'-l" 4'-6" 30" T_ Y. 4'-6" 1'-7jYA" 6'-1 5'-0" 33" T-1/2' 4'-1DI " 2._31/„ 7,_I „ 5_6" 36" 1'-3" 5'-3" 2'-IOj'4" 8'-1 " 6'-0" 42" 1 5'-3" 2'-11" 6'-2" 6'-6" 48" 6'-0" 2'-2" 8'-2" T-0" 5,4„ 2,_3,. 5'_5., 2,_91 „ B,_21 „ 7._6,. 60" 2'-11" 5'-0" 3'-3" 8'-3" 8'-0" A END VIEW END SECTION DIMENSIONS PIPE DIAMETER A C D 12" 4"4'_T, 5'-1"15" 2'-0" 6" 3'-10" 6'-1" 2'-6" 18"9" 3'-10" 6'9" 3'-0" 21" 9" S-2" fi'-1" 3'-6"24" 10" 2'-8" W-3" 4'_0" 27" 101/z" 2'-P/z„ 6,_II l C_v 30"1'-0"" ZZ-11/2" 1' a' 6'-1�4" 5'-0"33" 1'-1'/z" 4" 3'_31/a" 8,_1 .. 5'_6" 36" 1'-3" " 2'-IOIY4" 8'-1 6'-0"" 2'-11" 8'-2" 6'-6" 2'-2" 8'-2" 7-054" 2'-3" " 2'-71" 8'-4" 7SO"2,_6„ " Y-3" 8'-3" 8'-0.. PAY LINE c e NOTES PIPE LENGTHS SHOWN ON PLANS ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT, LENGTHS WILL BE REDUCED BY THE DIFFERENCE IN DIMENSION "D". ��Lf»�f1�r_1u SPECIFICATION REFERENCE FLARED END -SECTION FOR 12''-60'' CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 7]01 102.01 f5 BARS a 8" C-C TYP. SL-1 IS BARS f 8" C-C TYP. A A I I I I I B I I B L3V::ER L __L IDIAMETER It IIIII I TT I I T I I I I -1 1.11 f�• STR SIZE AND PLAN WALLCTURE THICKNESS VARIES PLAN •• Fri 7. •:. CLASS A3 CONCRETE S CLASS A3 CONCRETE 41. SECTION A -A NOTES' SECTION B-B 1. STANDARD SL-1, MANHOLE SAFETY SLABS, SHOULD BE REQUIRED AS PART OF THE DRAINAGE DESIGN FOR MANHOLES, JUNCTION BOXES AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET. THE SPACING OF ADJACENT SAFETY SLABS SHOULD BE B'TO 12'WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. 2. THE COST OF THE SL-1 IS INCLUDED IN THE STRUCTURE. THE DRAINAGE DESCRIPTIONS SHOULD BE USED TO SPECIFY HOW MANY SAFETY SLABS ARE NEEDED FOR EACH SEE CAST IN PLACE DRAWINGS STRUCTURE AND THE QUANTITY SHOULD BE NOTED IN THE REMARKS COLUMN ON THE FOR FURTHER DETAILS DRAINAGE SUMMARY. NO ADDITIONAL COMPENSATION WILL BE PROVIDED FOR ADDITIONAL SAFETY SLABS REQUIRED WHEN PRECAST STRUCTURES ARE SUBSTITUTED q' f S BARS f 8" C-C TYP. FOR CAST -IN -PLACE STRUCTURES. 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER ' /.: •.•' /..' •:.' /. WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. �!y .•. , .�;!s °��.�, j� 4. SAFETY SLAB MAY BE CAST -IN -PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSI). REINFORCING STEEL TO BE N ACCORDANCE WITH AASHTO M31. 5. LESSTHAN 0" THEAACCESS OPENING 'INTSHALL BE RECTANGULAR (STRU30" SQUARE. WHEN CTURE WDTURE ITTHHIs BY TYPICAL PRECAST UNIT 30" LONG). SPECIFICATION REFERENCE TYPICAL CONCRETE SAFETY SLAB 302 FOR DROP INLETS, MANHOLES AND JUNCTION BOXES VIRGINIA DEPARTMENT OF TRANSPORTATION 108.14 A L SLOT DETAIL WTTED FOR EASY I REMOVAL) 41A J Ly PLAN MIN ZSTEEL OR A.UMUNUM OR STEEL RIVETS OR BOLTS 08 INCH MIN. ALUMINUM PLATE COMPATIBLE WITH POST MATERIAL PRE COUPLER TO BE CAST INTO ENDWALL COUPLER MUST BE FLUSH WITH OUTER SURFACE OF - EW-12 AND PROVIDE A P09TIVE CONNECTION FOR U-TYPE ROLLED THE OUTLET PIPE (4" OR 6"). RAIL STEEL POST SECTION A -A PRE LD. SLOPE DIMENSIONS CLASS A3 CONCRETE CUBIC YARDS L H 4" 2-1 2'-5' " 1'-2 0.19 4" 3:1 3•-5' "11 0.25 4" 4:1 4'-5" 1 V-1-114.1 0.30 6•' S.,3H 2:1 2'-7 1'-5 0.20 ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 101.32 01/15 AT 1.33 LBS./FT. OR ALUMINUM ALLO� 6063-16 Q .78 n 185./FT. UNDERDRAIN OUTLET MARKER DETAIL NOTES: 1. TYPICAL ENDWALL TO BE PLACED AT THE ENDS OF ALL UNDERDRAN OUTLETS, BARRING LOCATIONS WHERE UNDERDRAN IS TIED INTO OTHER DRANAGE STRUCTURES, ENDWALL TO BE INSTALLED PERPENDICULAR TO ROADWAY AND FLUSH WITH THE SLOPE. 2. OUTLET PIPES SHALL BE RIGID NONPERFORATED. SMOOTH -BORE PIPE, MEETING THE REQUIREMENTS OF 70 PSITESTED ACCORDING TO ASTM 2412. 3. EXPANDED STEEL MESH (FLATTENED) SHALL HAVE OPENINGS OF APPROX.'/,' X 1" AND WEIGH APPROX. 4. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 0.30 0.38 5. STEEL POSTS AND PLATES TO BE PANTED OR GALVANIZEDIN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS. IF PANTED THE FINAL COAT SMALL BE Np. 13 ALUMINUM PAINT OR N0. 11 WHITE PANT. 6. MARKER TO BE PLACED AT ALL EW-12 UNDERDRAN INSTALLATIONS. 7, MARKER WILL BE PAD FOR IN ACCORDANCE WITH SECTION 501 OF THE ROAD AND BRIDGE SPECIFICATIONS. A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECFICATION STANDARD ENDWALL FOR PIPE UNDERDRAIN REFERENCE 105 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 CD-1 CUT FTOP OF CUT DAY RARE PAVEMENT OUTI SUBBASE BEG( FILL UBGRPDE DITCH LINE ELB( SHOULDER LINE COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS EDGE OF PAVEMENT CENTER LINE SECTION TRAVEL LANES (WITH TYPE 1 SELECT MATERIAL) TRENCH PLACEMENT EDGE OF PAVEMENT SHOULDER LINE �- PAVEMENT SURFACE b BASE DITCH LINE PAY LIMITS FOR OUTLET PIPE TO BEGIN WITH 45" ELBOW TOE OF FILL 00000 00 00000 00 00 E- SUBBASE OF J�/Y YW-J -o-o-o-c-o-o-o-o-4i- 4i-4i-o- FSELECT MATERIAL TYPE IOR I2~0/ (TYPICAL) - -o--o-o-o-00/\!� I,N ;; f57 AGGREGATE, 08 AGGREGATE OR CRUSHED GLASS MEETING A8 GRADATION REQUIREMENTS. PLAN VIEW 0" GEOTEXTILE DRAINAGE FABRIC (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR � PAVEMENT SURFACE M BASE 0 0 0 0 0 0 0 0 o h SUBBASE OR CEMENT STABILIZED SUBBASE ''��,•o•ei•ei �o•4i•Mi•Mi•o• �-SELECT MATERIAL TYPE11 OR SUBCRADE 1'W ' (CEMENT OR LIME STABILIZED) GEOTEXTILE --- AGGREGATE, f8 AGGREGATE OR CRUSHED DRAINAGE GLASS MEETING 118 GRADATION REQUIREMENTS. GENERAL NOTES FABRIC 1'-p" 1. UNLESS SPECIFICALLY INDICATED, COMBINATION UNDERDRAN WILL NOT BE LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ARE STABILIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HMD TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PIPE SHAM BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 %MIN. (3 X DESIRABLE) GRADE. TYPE OF PIPE CRUSHING STRENGTH .T 4" NOM. DIAMETER W.T.6" NOM. DIAMETERI SMOOTH WALL PVC .103 0.153 SMOOTH WALL PE 70 PSI X-X)( 70 PS *** 4. ON CURB AND GUTTER SECTINS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERDR/NS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP INLETS OR MANHOLES. 5. ON SUPERELEVATED SECTIONS. TRENCH 5 TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PPE ON LOW SIDE ONLY. 6. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. )E WALL THICKNESS (MIN) -INCHES 7. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. )E)E)E TESTED ACCORDING TO ASTM D-2412 AT SX DEFLECTION. S. OUTLET PIPE TO BE SECURELY CONNECTED TO EIN-12OR OTHER DRAINAGE STRUCTURE. STANDARD COMBINATION UNDERDRAIN SPECIFICATION REFERENCE REV 8107 (AT LOWER END OF CUTS) 232 501 108.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 WP-2 EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TALI( COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT DYERS - PROPOSED ASPHALT LAYERS - - EXISTING SUBBASE PROPOSED SUBBASE - - - - - - - - - - - COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1'/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) X MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER, 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED N THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF IINCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WA'/VED BY TAPE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER, 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. -\VDOT SPECIFICATION ROAD AND BRIDGE STANDARDS ASPHALT PAVEMENT WIDENING REFERENCE SHEET I OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION S D X SEE NOTE 1 SHAPE TO BE BEVELED WITH MORTAR DO NOT BEVEL INVERT NOTES: 1. "H" MAY BE REDUCED UNTIL "X" REACHES A MINIMUM OF 4" WHERE ENDWALL WOULD PROTRUDE MOVE SHOULDER LINE. IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, DITCH SLOPE. OR SHOULDER. 2. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 3. ALL CAST IN PLACE CONCRETE TO BE CLASS A3. FOR PRECAST SEE SHEET 101.02. 4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND ALL SKLWS(O'TO 45'1. 5. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT - EW-1 ENDWALL FOR CIRCULAR PIPE UTANETER OF PIPE CULVERT 12" 15" 18" 21" OR 24" P' OR 30' 3" OR 36' A 0'-6" 0'-8" 0-9" 0-11•' V-0" r-O" B W-11" 1'-1" 1'-3" 1'-6" 1--9" 2' 0" C r_. 1._7 P_9.. 2'.2" 2,_6„ 2,_9" D T-0" T-3.. 1'-61, 2'-0" 2'-6•' 3'-0" F 0_8.� O'_B'• 0._9.. 0'_9" H T-3" 2'-11" 3'_2„ 31_9.. 41_3" 4,_9„ L T-C" 5-0 16'-0" B'-0" 10.-0.. 12'-0" 0 0'-1'/4" 0'-11Y4" 0'-2" 0'-2'/i 0 VA O'-3Y'4" b O._v 0'-11/4" 0'-P/". 0'-2.. O'-2V,' 0._3" CUBIC YARDS OF CONCRETE CONIC. PIPE 1 0.241 0.492 1 0.697 1 1.319 1 2.067 2.947 C.M. PIPE 0.257 0.521 0.739 1.398 2.198 1 3.145 EW-IJA I- FLOW IF-B------- - L 6. BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE INLET END OF THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT), 7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE EDGE OR BEVEL EDGE. 0 ON SHALLOW FILLS. WHERE ENDWALLS ARE 1 • OR LESS BELOW SHOULDER LINE, THE TOP OF THE ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE GRADE OF THE ROAD. 9. 3'a' CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. EW-1A ENDWALL FOR ELLIPTICAL PIPE SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE) 23"x14" 30"x19" 34"x22" 38"x24" 42"x27" 45"x29" 49"x32" 53"x34" A 01-8" O'-9" 0'-101• 01-11•' 0'-11•' 1-0" 1'-0" 1-0" B V-2" 1'-5" 11-6" 1'-8" 1'-9" 1'-10" 1'-111' I. -IT, C 1._B.. Y_11.. 2'_T, 2,_4„ 2•.5" 2,_7.. 2'_B" 2'_9" D T-2" 1'-7' 1-10, 2'-0" 2'-3" 2'-5•' T-8" T-10" F 0._811 O'_B•. O'_y'. O.-T. O._9'. O._9.' H 2'-10" 3'-3" 3'_7" 3'-9" 4--0" 4'-2" 4'-5" 4'-7" L 1 5'-5" T-2" 8'-6" 9•_2" 10'-2" 10'-11" 12--l" 12--11" S 1'-11" 2'-6" 2'-10" 3'_2.' 3'_6,• 3'-9" 4'_T' 4.-5" Q 0'-2'/z" 0'-3'/4" 0'-3%z" 0'-4" 0'-4'/2" 01-'i'' 0'-5" 0'-51/2" b 0,_2" 1 0'-2'/2" 0'-23Y4'• 1 0'-3" 0'-31/2" 0'-3)Ya' O'_4" 0'-4!/2" CUBIC YARDS OF CONCRETE CONCRIE 1 0.502 0.855 1 1236 1 1,500 1 1.811 1 2.101 2512 2801 SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. `VDOT REFERENCE STANDARD ENDWALL FOR PIPE CULVERTS ROAD AND BRIDGE STANDARDS 105 12" - 36" CIRCULAR AND 23" x 14" - 53" x 34" ELLIPTICAL PIPES REVISION DATE SHEET 1 of 1 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 04/19 101.01 P 7U o W H V) P U Z Z d N O0'0 JY< 2 r/ A 0, Q Q Ed O Q] UU a( m Z W Q a _ 48 Q (f) W 0 � U r < Q Z_ vU T� Z V Of 5; N W (7 C? W Z P a L a W N W � Z Q Q O _J _ _ �1 W ^ U F J a = 0 W O a w/ OU O W V) a N Q P = rn U Z O d u N 0 F 0 z Oz Z O d it V LU Q O Z {�BAyTB Op o ar Jimmy L. Taggart Lic. No, 22841 4� Alpo $b YIONAL E�"%41 Q z a O > T _ Y W J � UTcQ L z_j wm < COU CO a 0- co } Q N o z U /_/"� z LL O - ILL EEI x D 0 ~ Q O LEI E U W �W W O a DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: NA JOB: 8438 SHEET: 42 OF 44 I, C q dq� 9m a� =132SE 4�NN 5� qjn Ej F-A4 Ca-oE00- �IfF IlpE ..p EB ,IY•f' Q I 0 g _ � U' 0 oad $ o E\ �o IS Fa mElliam� Is \ 0 InT.IE LIJ � I- �u ='S WE :N _ f 8 Q LLa P �J m 11 ay€ :_E �� glEIlIc 21< LU 0 -LIIL=1' S� ISM } Z az6 H � plR �p = g8B g€ 9 o Q <E �20 s 0 o a€ I`W DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL SIZE OF FEE W.YD. FEE CU.W. BEND L H T L H T 90 2.50 2.50 3.01 0.24 45 2.00 2.25 260 0.15 200 225 2.50 0.15 221/2 1.50 2.00 2.52 0.10 11 1/4 1.50 2.00 250 0.10 90 3.66 3.16 3.21 0.46 45 2.66 2.88 277 0.28 SEWER SERVICE LATERAL CONNECTION NOTES 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST Mr HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAN SHALL BE CONNECTED USING A PIPE SADDLE 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) �Q 4. ALL SEWER LATERALS SHALL RAVE A MINIMUM COVER 2' MIN DIAMETER OF e. 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 IS 4 MARKER PLUG END OF MAIN LINE SERVICE LATERAL SECTION 45VGA IN LINE WYE-TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL B24" I 8INITIAL BACKFILL 824 1 V. MIN MIN. MIN. MIN. 6" BEDDING #68 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4 I INITIAL BACKFILL 4 1 UNSTABLE SOIL MIN. MIN. MIN MIN �__ #68 STONE :GRANULAR FILL AS .+, APPROVED BY ACSA S A CK STABLE SOIL OR ROCK, NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 Top View 6' MINIMUM d 4' 1 ° 4" MINIMUM n• Q ° NOTE: RESTRAINED JOINT FITTINGS. Side View - - - - - 42" Minimum - - .4 - IId4 . C•rti6catbn of 95R <� I I', ' compeeUon requir•tl Q K ,•I d d. Galvanized Steel Beam, W12 x 14 (min. size) .d 3' min. penetration Into undisturbed soil or as approved by the ° ACSA. VCJIdI l 1 tl0101 TYPICAL THRUST BLOCK IN FILL AREA 11 IN EMBEDMENT SPRING LINE �\ OF PIPE (�/1 NO. 68 STONE - - NTS FIG. W-3B REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL« (6" LIFTS) « THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max e min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKRLLED ENTIRELY WITH NO. 21A STONE 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4' BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROC( IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE " NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES - MULE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN (270, 2' TO 70' 18°-22' 7 CU. FT. ALVE BOX Ase STONE 42"MIN �'; ,' .' 6" GATE VALVE / ,. TEE 2500 P.S.I. CONCRETE BASE AND THRUST ,'•• BLOCK AGAINST \\V/f UNDISTURBED STABLE SOIL STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX, 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION, IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 PLACE 5' GALVANIZED " WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT a TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE oI?'I ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID II Z U z N 'r --- M.J. GATE VALVE WATER LINE In e I 1 2500 P.S.I. CONCRETE 2'x 2' BEARING AREA. THRUST BLOCK ', 4 d p Q, d NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 FRAME SO COVER (SEE FIG. S-I-D,E) SLOPED AREA STREET SURFACE OR NON -PAVED AREA 1'-0" MAX RUBBER COATED STEEL I, STEPS CAST IN PLACE 3'-0' MIN PRECAST REINFORCED y1� CONCRETE SECTIONS 12" MIN O" RING SEALS .d 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH .OF FLOW CONCRETE VARIES CHANNEL TO BE 1FILLETS 3/4 DIAMETER OF , CONTRIBUTING '=-�--- SEWER. A FILLETED INVERT OR A SMOOTH T ° • .xa 12" TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN, 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A TD-25 COVER LIFT NOTCH 12 3/8" WATER� CAST R NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS TYPICAL METER BOXES (5/8 -11" METERS) NTS FIG. W-7 TD-13 T• COMPRESSION A 31e MALE PIPE cUuPUNG OR APPROVED EQUAL O 1• TYPE •R• SOFT COPPER FOR USE ON FAMILY ABLEDUAL ERVoEEO R SDRNCFS OR DUAL RESIDENTIAL AND RRIAL AND IRRICAnON SEANCES. 1'd•tl• TEE NOTE 0 NO SWEATED FT7MGS r DUAL SERVICE fl 1• COMPRESSION x 3/4' MALE PIPE COUPUNG OR APPROVED EQUAL 1• TYrE TS' sDEr wFPER O FOR USE ON DETACHED SINGLE FAMILY WERENTDLL SERVICE MERE AN IRRIGATION METER IS NOT PRONGED, SINGLE SERVICE NOTE: 1) SADDLES SHALL RE USED ON PVC PIPE. F- OAST OWN LED FINISHER GRADE RLOpfNNC - METER LVE BOX YA OTLE» WMIN. fAPPFR4TFA 1/8 BEND COUPUNG-\ p lT METER �� b �V'b^ _''�V N.`'ti: RNCN As CORPORAnON STOP 1� ti\'�`.'xi',•.; NECES4ARY •e''M1 EANO ND WSL UNDER } 5�'%"E•. „`„ '4:0. a DIAMETER TRAIN PIPE IY BGx AW GErreR z-INcx iR'S,v'h".*"'+. =`w LDNc srpxE PDceE; MIT MINIMUM IXIQ(NESS) v F� 'diR':-4`}"^Iw+a.��4 SPEC. RGM1, NO, ST AGGREGATE 1.q TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-ESA TD-10 F- Z Z 12" 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN FLEXIBLE CONNECTION -/ NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL w BE CORED AND A FLEXIBLE CONNECTION " BOOT " INSTALLED BRANCH O TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B TD-27 VARIES VALVE BOX 4" DIAMETER BRANCH AND VALVE J. PLUG VARIES T. c is WATER MAIN RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") VARIES THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP LUBRICATE ALL THREADS THRUST BLOCK 'a METER BOX (SEE FIG. W-7) VALVE NO, 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF - GRADE ALLOWS VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG W-8 TD-19 NISHED GRADE I I, AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE VALVE IF POSSIBLERADE I I BRICK SUPPORTS OR SOLID CEMENT BLOCKS RUSHED STONE COPPER SOFT ORPORARON STOP NOTES: 1) A PRECAST MANHOLE CONE AND COVER MATH WATER CAST ON LID FOR TRAFFIC AREAS OR A ME - TER BOX ASSEMBLY IN NON TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12' USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-20 'E E �^ w �E g IS rcM S s �E 'l oY Vg E E y U .a".A, w Nv 11 m A (� oEos E P�3 u � 4b EY zo F uio iE �w o �E E ^m N n0 .. ""ate EE �E nn +a O z _ s O 'W H m G ;5 w u au au W Q O4, O LL TYPICAL MANHOLE FRAME &COVER N.T.S FIG S-FD TD-31 CONCRETE ENCASEMENT VnnT cl Acc , NOT TO SCALE LENGTH (VARIES) DOT NO 1 HE BEDDING ///---MATCH EXISTING PROFILE /� i / EXCEPT WHERE SLOPE OF IZMAX. / BANK EXCEEDS 1 TO 1 A - UNDISTURBED Q n® o MATERIAL A ELEVATION NOTES 1. WHERE LESS THAN 3' OF COVER IS AVAILABLE BELOW STREAMBED, CONCRETE ENCASEMENT WILL BE REQUIRED. 2. WHEN BEDROCK IS ENCOUNTERED AND COVER EQUALS OR EXCEEDS T. THE TRENCH SHALL BE BACKFII FD WITH COMPACTED 21A STONE AND TOPPED WITH 18" OF MOOT CLASS 1 RIPRAP. SEWER TYPICAL STREAM CROSSING N.T.S FIG. S-7 TD-38 TD-35 U o w • VI P U Z Zd En O O•D :::iY� Q � J O �1 Of w Z > M aU =w m 0(n w0 O Q r •`' Z C7 V > w Q > N x w( GoW Z OL 0' p V rl a 0'O V J N ( N W Q Z j O J LL = /1 V) n J a } r~/77 > _ � W O OU O W w � rn Q CI• _ rn U Z O a K U w 0 F Q 0 OZ O a it U N r Q 0 O Z _j AyTB Op `r�� j ��7 Z Jimmy L. Taggart Uc. No. 22841 �4 SSTONAL S1 a0 + Q Z a 0 > T Y w J � UTQ O J LU W zJwmQ U LL a M d CID LU W CO z Q CM 0 z ( O Q I L E-I W Q LL_W E--I W E- C() Q H Q Z W LU O J N co 0 LL' DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 02-17-2021 SCALE: NA JOB: 8438 SHEET: 44 OF 44