Loading...
HomeMy WebLinkAboutSDP202000036 Plan - Revision 2021-05-260-5 N 0 N ITE DATA OWNER: NEW BELVEDERE, Inc. PO BOX 7505 CHARLOT7ESVILLE, VA 22901 DEVELOPER: NEW BELVEDERE, Inc. 610 WEST RIO RD CHARLOT7ESVILLE, VA 22901 PLAN PREPARER., ROUDABUSH, GALE, & ASSOCIATES 999 SECOND ST. SE CHARLOT7ESVKLE, VA. 22902 (434)-977-0205 TAX MAP PARCEL No. 06200-00-00-016DO PARCEL AREA: 15.00 ACRES ZONING.- R4 RESIDENTIAL (THIS PARCEL IS NOT PART OF THE BELVEDERE ZMA-2004-0007) STEEP SLOPES - MANAGED STEEP SLOPES - PRESERVED CURRENT USE.- VACANT R4 STANDARD DENSITY- 4 DU/AC ALLOWABLE DENSITY 4 DU/AC + 5X DENSITY BONUS CREDIT FOR MAINTENANCE OF EXIS77NG WOODED AREA (1.50 ACRES SEE LANDSCAPING PLAN) 4+(4*0.05)=4.2DU/AC PROPOSED USE STANDARD LEVEL CLUS7ER DEVELOPMENT. 5 SINGLE FAMILY DETACHED + 38 SINGLE FAMILY ATTACHED = 43 TOTAL LOTS PROPOSED USE DENSITY- 43 LOTS/15 ACRES = 2.87 DU/AC MINIMUM LOT SIZE PERMITTED: N/A MAXMIMUM BUILDING HEIGHT.- 35' REQUIRED OPEN SPACE (25%): 25X * 15 ACRES = 3.75 ACRES FOR THE EN77RE PARCEL OPENS SPACE PROVIDED: 3.68 ACRES (OPEN SPACE A, B, C) + 0.07 ACRES (TOT LOT) = 3.75 ACRES TOTAL PROVDED (2 U ACRES IN PRESERVED SLOPES = 587 OF PROVIDED OPEN SPACE) NON-INRLL SE7BACKS FRONT SETBACK 5' MINIMUM FROM ROW (25' MAXIMUM FROM ROW) SIDE SETBACK 5' MINIMUM UNLESS THE BUILDINGS SHARE A COMMON WALL (NO MAXIMUM) GARAGE FRONT LOADING GARAGE 18' MINIMUM FROM THE ROW (NO MAXIMUM) SIDE LOADING GARAGE 5' MINIMUM FROM THE ROW (NO MAXIMUM) BUILDING SEPARA77ON MINIMUM 10' UNLESS THE BUILDINGS SHARES A COMMON WALL MAXIMUM NONE REAR 20' MINIMUM, NO MAXIMUM LOT TABULA77ON 5 SFD LOTS 0.92 ACRES 38 SFA LOTS 2.39 ACRES RIGHT-OF-WAY* L48 ACRES TOT LOT** 0.07 ACRES OPEN SPACE** 3.75 ACRES (25X) FUTURE PHASE 5B 6.39 ACRES TOTAL 15.00 ACRES BELVEDERE SDP 2020 00036 RIO MAGISTERIAL DISTRICT, COUNTY OF ALBEMARLE, VA WATERSHED: UPPER RIVANNA RIVER BOUNDARY SOURCE: PLAT DIVISION OF DUNLORA" PREPARED BY WY.. MORRIS FOS7ER, LAND SURVEYOR, DATED NOVEMBER 1, 1985, REVISED DECEMBER 20, 1985, RECORDED AT DB 875 PG 331. TOPOGRAPHY AERIAL TOPOGRAPHY FLOWN IN 2016 BY BELL LAND SURVEYS LLC. TOPOGRAPHY S77LL UNCHANGED BASED ON A SITE NSIT AND DESIGN PROFESSIONAL'S OPINION, THE SURVEY IS S77LL ACCURA7E TO THE EFFECT THAT THERE ARE NO EVIDENT VARIA77ONS BENCHMARK: FIRE HYDRANT 455.10, RIGHT FRONT BONNET BOLT, AT CORNER OF FOWLER STR££T AND FARROW DRIVE DATUNM: HORZ.: NAVD 88; VERT: NAD83 FLOODPLAIN: THIS PROJECT IS LOCA 7ED WTH/N ZONE X" AS SH01W ON FLOOD INSURANCE RA 7E MAP. COMMUNITY PANEL NUMBER 510003C 0279 D. EFFEC77VE DAM-FEBRUARY 4. 2005. PARKING REQUIRED: TWO (2) PARKING SPACES FOR SFD = 2 * 5 = 10 SPACES TWO (2) PARKING SPACES FOR SFA = 2 * 38 = 76 SPACES ONE GUEST PARKING SPACE PER EVERY 4 ATTACHED SINGLE FAMILY LOT = 0.25 * 38 = 10 SPACES EXIS77NG ON -STREET PARKING SPACES REPLACED AT FOWER S7REET & FARROW DRIVE WTERSEC77011 = 4 SPACES 100 PARKING SPACES REQUIRED (MINIMUM 14 ON -STREET GUEST PARKING SPACES REQUIRED) PARKING PROVIDED: 5F9 2 DRIVEWAY SPACES + 2 GARAGE SPACES PER UNIT = 20 SPACES (SEE SHEET 5, LOT 30 FOR EXAMPLE) SFA: 1 DRIVEWAY SPACE + 1 GARAGE SPACE = 76 SPACES (SEE SHEET 5, LOT 14 FOR EXAMPLE) 19 ON -STREET GUEST PARKING SPACES PROVIDED ALONG FOWLER STREET 115 TOTAL PARKING SPACES PROVIDED RECREA77ON SPACE REQUIRED: 200 SF PER UNIT 43 * 200 = 8,600 SF R£CREA77ON SPACE PROVIDED = 2,860 SF AC77VE RECREA77ON SPACE (TOT LOT) 108,120 SF PASSIVE RECREA77ON SPACE (OPEN SPACE C W/ ]RAIL) 110,980 SF TOTAL RECREA77ON SPACE PROVIDED RECREA77ON EQUIPMENT AND FACILITIES, INCLUDING THE TOT LOT, SHALL BE MAINTAINED IN A SAFE COND177ON AND REPLACED AS NECESSARY. MAIN7ENANCE SHALL BE THE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIA770N. RECREATIONAL FACIL177ES SHALL BE COMPLETED WHEN FIFTY PERCENT (50%) OF THE UN17S HAVE RECEIVED CER77FICA7E OF OCCUPANCY. LANDSCAPING.- SEE LANDSCAPING PLAN SHEE7S FOR MORE DETAILS LIGHTING: ALL PROPOSED LIGH771VG WILL NOT EXCEED 3,000 LUMENS EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EM17S 3,000 OR MORE INI77AL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDEN77AL DISTRIC7S 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 NO EVIDENCE OF A BURIAL S17E WAS FOUND ON SUBJECT PARCEL. NO S7REAM BUFFER(S) ARE PRESENT ON THE SUBJECT PARCEL. THE SUBJECT PROPERTY IS NOT LOCA7ED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. THIS S17E IS NOT LOCATED WITHIN THE WA7ERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. G VICINITY MAP SCALE: 1"=1000 FEET APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT DATE PLANNING / ZONING ENGINEERING INSPECTIONS DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VA. DEPARTMENT OF TRANSPORTATION 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. FINAL SITE PLAN SDP-2020-00036 (THIS PLAN) 3.2. ROAD & UTILITY PLAN SUB-2019-00170. APPROVED 01/29/2021 3.3. EASEMENT PLAT SUB-2020-00123 3.4. STORMWATER MANAGEMENT PLAN WPO-2020-00034, APPROVED 11/04/2020 3.5. RETAINING WALL DESIGN PLANS *ALL NEW RIGHT-OF-WAY SHOWN HEREON SHALL BE DEDICATED TO ALBEMARLE COUNTY FOR PUBLIC USE WITH RECORDATION OF THE FINAL SUBDIVISION PLAT **OPEN SPACE/TOT LOT TO BE DEDICATED & MAINTAINED BY THE HOA SHEET INDEX SHEET 1------- COVER SHEET SHEET 2-------- STANDARD NOTES SHEET 3-------- EXISTING CONDITIONS & DEMOLITION PLAN SHEET 4------- OVERVIEW SHEET 5------- LAYOUT PLAN SHEET 6------- SITE PLAN SHEET 7------- UTILITY PLAN SHEET 8 ---- GRADING PLAN SHEET 9 ---- CG-12 CURB DETAILS N.I.0 ••-8HffiT4-----•ROAD-RIA&�ROFit O�Mld 6iRGGF•••••••••• N.I.0 P-OHE{T-ET----ROAf� MWfLEFOWII EW• 61RO1EW•••••••••• SHEET 12------- ROAD PLAN - TEMPORARY FIRE ROAD N.I.0RCAD........... SHEET 14 ------ SIGHT DISTANCE PROFILES SHEET 15------- STORM INLET DRAINAGE MAP SHEET 16 ------ STORM SEWER PROFILES & CALCULATIONS SHEET 17 ------ SANITARY SEWER PROFILES & LATERAL TABLE SHEET 18 ------ FIRE ROAD CULVERT DESIGN SHEET 19 ------ LANDSCAPE PLAN NOTES & DETAILS SHEET 20 ------ LANDSCAPE PLAN NOTES & DETAILS SHEET 21 ------ LANDSCAPE PLAN NOTES & DETAILS SHEET 22 ------ NOTES & DETAILS SHEET 23 ------ NOTES & DETAILS SHEET 24 ------ NOTES & DETAILS N.I.C: SHEETS EXCLUDED PER REQUEST BY REVIEWER SEE SUB-2019-00170 FOR EXCLUDED SHEETS EXISTING INTERMEDIATE CONTOUR EXISTING INDEX CONTOUR PROPOSED CONTOUR EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER TRANSITION FROM CG-6 ROLL-TOP LEGEND 20 EX. EP EP EX. C&G CG-6 CG-6 ROLL-TOP EX. 15" RCP EXISTING STORM SEWER t 1 1 1 1 DTI = I I 15" RCP PROPOSED STORM SEWER >t 1 1 1 1 1 1 1 1= EXISTING SANITARY SEWER —• —• —• —• —• —• — 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. 16 OAK PROPOSED TREE OAK EXISTING WATERLINE PROPOSED WATERLINE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING WATER VALVE PROPOSED WATER VALVE PROPOSED WATER METER EXISTING REDUCER PROPOSED REDUCER HANDICAP RAMP (CG-12) DENOTES LOCATION OF STD. VDOT CG-12 AND/OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES BENCHMARK SOILS BOUNDARY VEHICLES PER DAY COUNT PROPOSED STREET NAME SIGN EXISTING SIGN PROPOSED SIGN SANITARY MANHOLE IDENTIFIER STORM DRAIN STRUCTURE IDENTIFIER CONTRACTOR'S RECORD DRAWING CERTIFICATION STATEMENT: (SEE SHEET 2 FOR RECORD DRAWING REQUIREMENTS) 1,234 VPD —o— T 12 18 THIS HAND MARKED SET OF DRAWINGS HAS BEEN REDLINED" TO PROVIDE AN ACCURATE DETAILED RECORD OF ANY SUBSTAN77VE CHANGES TO THE APPROVED DESIGN DRAWINGS ANY ITEMS NOT REDLINED" ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO BE C0NS7RUC7E9 IN ACCORDANCE WI7H 7HE DESIGN AS SHOWN" NAME, 77TLE DATE FOR: TRACTOR) A o zU w w o U O o;o NN co N � 01 J> w o = VJ Q J Do OU ¢co a o- z_ _ w o Ow OQ Z wo Jma J v z ZO M U Ir O> W xw 0 LL O I N d w N W N Q > D W Lu J o O J �> n O ❑ U rn J0K UwOJ LU U)rna= w z = o a a_rnU z 0 a ac u w 0 a 0 y O z f.l z o z z z � z z z 0 0 0 W 0 V U U z z z z z z 0 0 0 u u u N N N r N N N Q N O N 0 0 0 0 N M z DESIGNED BY: [ DRAWN BY: MARC F-C- CHE : D 2 Y ry L. Taggart Lim. No. os 2s%zJ_1. G �810NAL F'N r' W Q J Q LU a � W W Q W O w Er N J Lu Q0 O_ z� < LL > X J < W m E— W W rxn O U DATE: 04-17-2020 SCALE: 1 ":1000' JOB: 8438 SDP: 2020-00036 SHEET: 1 OF 24 IF GENERAL CONSTRUCTION NOTES PLAN NOTES 1. THE OWNER WILL 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 STAMPED ENGINEERING DESIGN. REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT RE Q Q 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. kL CONTRACTOR RESPONSIBILITIES REGARDING ADA COMPLIANCE 1. CONTRACTORS SHALL PERFORM WITH REQUIRED CARE AND PRECISION IN CONSTRUCTION OF ADA ACCESSIBLE COMPONENTS AND ACCESSIBLE Q (ACCESSIBLE) ROUTES WITHIN THE SITE. THESE CONSTRUCTED PRODUCTS, AS THE CONTRACTOR LEAVES THEM, MUST COMPLY WITH ALL APPLICABLE STATE AND LOCAL ACCESSIBILITY LAWS AND REGULATIONS AND THE CURRENT ADA AND/OR STATE ARCHITECTURAL ACCESS BOARD STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS INCLUDING REVISIONS OR UPDATES. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE(S) FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE OR EXIT, MUST COMPLY WITH THESE ADA OR ACCESS BOARD CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: 1.1. HANDICAP PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. 1.2. RAMPS (CONCRETE OR OTHERWISE) - SLOPE MUST NOT EXCEED 1:12 (8.37.) 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 2.0%) 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 (5.0%) FOLLOWING THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.087o) FOR CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.0%), RAMP SPECIFICATIONS (ABOVE) MUST BE ADHERED TO. MAXIMUM SLOPE OF 1:12 (8.37o), 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 SECTIONS 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 w z w U � -° Z N 0 O o;0 J> Q rn w = VJ J m Opp av>i a w ❑ az_ _ 0 Zw0 Ir W OQ Jam¢ J Z v U Q- Z OIr w (7 O > N aw W N W Q Q w - o O J J H - n V > n U rn O JOK m v U w 0 w a= Z O a rn U a z 0 a u w 0 0 OCS z ��j 04 z o z z z � z z z a w W w W 0 0 0 0 V U U z z z z z z 0 0 0 u u u N N N w o o c r N N N Q N O N 0 0 0 0 N M z TH of °} H' � U� /) V 9 Jiimmmy L. Taggart Lic. No. a �a� 41 0541 z�26/2021 ti}�� �S370NAL �tiyG Q z_ (7 Q w J LO °C W w Z �/'� m VJ T J J Q w W H a = O W DUC r Z ~ Lu o � �cccV0 J Lu U Q p Q m Z Lu LL > X 0 J a Lu cr m (7 Q O DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JLT DATE: 04-17-2020 SCALE: NA JOB: 8438 SDP: 2020-00036 SHEET: 2 OF 24 a 0 N 80 0 80 160 240 , SCALE: 1"=80' ---�, FUTURE PHASE 5B STEEP SLOPES (MANAGED) uSTEEP SLOPES (PRESERVED) SOIL LINE TYPE 95 0 (SOIL TYPE) \ BOUNDARY LINE INFORMATION LINE BEARING DISTANCE L 1 N 81 ^23'05" E 26.04' L2 S 29'18'35" E 27.36' L3 N 71 "09'25" E 27.84' •\:.\ Ili iI' i/!/,•'1`\\\\\�\�t`a`.111111111\\\\\\\\\\ ////////////// ,\;. �sl;ii/ / I • `) \ttN,XGN \I II111 \\\\\\\\�\,/// /// // /// �1i''';'; :r I\' I i /, //),I)il�lilil\\\ 1111111 \\\\\\\\ // /// // /// 1,\`\ \\..liaT.1'.1.�.rr....:::'.:.,..,...\ \\\ ;• / i Ilk-li- .i:� - (I 1 \\\ \\ \\ �-i/ // // // / / i I I I \\ G; I'::::::::.'::':':'.'::.: )'p,. \\\ I ' 1.1 / J 1 1''' Lcl'1'. IIII / / ZZ I I I I 1 \\\ , I Y`I,+rt•r \ \\\ \\ \\/ / // / / / // /' •i / i % I . I i . i it aj' / I}r "�\ III\\\\\\ \\ `///// j%/ //// / ,/ --' 1 / • / / _---' ,• / / / / I I I I I I ,.'�.'..'.i', }.: :;:: I % I I: 1.":I: f,? ,. I I \ \ \ \ \ \ ./ // / / ./ / / / ' i / ,�` ; ' ; ; ,--- � / ; I i / / i / I I'A i , .'i'..'.''.''r: r'.''.'.'.''.''r'r`'r'r:''rr.:� i •\\`i'I'.'.:I:v';' i i % Fat't.�:' /', 1 1 I 1 1 \ 1 l - (/ / I I ( / / / // / II I I I / / I I ,// I I fO7 / / i /% 0oI /'//' / i /// ?::.'::::::;::::'::.': it:/ /'i/ ..TI7 / r{i•I. 01.e/.z'/////l I �— / • •/• 7 / / •/ ' i' / / / , / '/' .30':::::::.;'.'. ;.'.'...'::4 I l , I 1../.' I 11.I f tl.'C / / L //••1 / / / / / /•0, / , / / //: /..,.' :: :':::::::t. A' , i.I.yItiJ rr'rfr'/'// / \ l I 1 \— •,• I / , / / ,i / / -', / / / / / / / h ,I I rtl 41}t1./.. / / \ I\ \ \ — I I I , / / / • / / � / / / / a /� r• t"ih:I . n>t // \\\\ \ -•_' I I / / / , /•/ i i , _ i / / / /i .,.,:F.'....::::.'.'... I ' ' 'J.i: I It f14.,.1'. /.�. �// //// - _ \ \ \ \ \ • 1 1 I I I /'•• / / / / / _ ' , ;:::::: .'.'::::::: /// LsTREuq .l:.`. 41 / ` *11ol 'I' / // \ \ \ \ • I I I , •1./ / / / / , / / i' / 0 :: 111\.It ll I tL / / \ \ \ \ \ •\ \ \ • I I I • •� I I / / ' / / / / / /'- / .9 ::': :•: !,/� /� I •.'.'.�.'. I - �\\\\\�L�.I-,-- / / - \ \ \ \ \ - - j \\ • \ I 'der • * • 1 1 ; I 1 1 yr. :.;. , ' / / / / / ''/' - /' ': .Sm:::.•: :::::i i,/ h\\t\.Ll l,p \ \ \ \ - = 1 / / / / / /--,_/// '.... a:: ... ..�, �. , ..'.o:,'i.' I tl l,1\�1j.1., // \ \ \ - , I \ . \ • I l I I I I.h.+: .�': !: /'/ / / / ' / __ 9. ... .;'.':::),� �, ,, ... �:.'.'.. - LIV I'II 1.7 / \ \ I- , 1 \ • I I I I I I I /.. /:.. / / . , -- Lei .''\ I I �1.\I\L �{'I (/ \ - _ / ,• % l , I I.1.I .I.J II1 I / / i�',,i/ J1 �l/!. U I II •`,_, I r/ �I.,.l \ \ \ / / / ,.''/ -,-- • - ,/ •, I I I I l: t: f . ..: 1 l'.I. \,}9,"' / i—_--'''' / /i / / ✓/ .... 1 1 : e. ( , i\}\\\. \\\ \ / _ ' ' - °_ 10 / ' ,11*'t. l' �Ir' I \ \ I: J' 1 ' ' / - '' ' /'% % '/% ` r'' /T' t 1 1 i 1 1C; 1\\\\ \ \ \ - / / •N •1• / - _-'_'_ __ _�' i J I t'1 .4' \ \ \\ \\ 1.111 It . \ ,' -' --' / i / / // H� \\ / / I.• I •�•• /''s---------___ • ' 1 '•1 \ \ \ \ \`1, :..�I i'.�/.' iii/ " a /%� '.: - 1'B.:': (\Cy'\�,t\�\\ \ \ / / I ' i - — • "i \ \ \ \ i , ', (SOIL CYP \\ \ \ / / \ I \ .. \\ \ i--- _ •�-,/ ; ' \ 1 1 1 I \\ . .''\ I ,-/- // / // a \\ I/ \\\\\\ \ I / // / / \ \ \\ \ . \\ r- -• • 07`�__l,I / I I I I I I ... I I ' / / - 5 a r111.,•1 `, \\ \\\\ / / / / \ N, ..' •� i r--- `, ` / / i i J .. / i -) \\\\l / / / / / • . ; I (SOI /TY� / 10 I, / _ { l / / v; !.. .. I \ \ \\ \ / / I • I �' / / y' i I ,� /� \�). :.i $ 1rrJtl/.r —\) \ \\ / • I I ' / / ". / _\`\ �/ I.✓ 1.i , ,- C'� �� \ / /' b:I J \\ \\\ / I BELVEDERE LAND \ , x - a / y' \ `, , c%.x, I \ J / • i /i /- -� .f y�2-_ \ _a / /,/Il i -J\ \\\ / / l • HOLDINGS LLC / / I \ S .� .+ - „ l :'•:, _ �\ \ / / / / _/ I I ' ---_- / . I, rz >a.j s ,-z a ,I ! ..R - .J; / / `� \ \ �\ \ \ / /, /„ /, / \ I 1 \ I TMP 62A3-1 1. I \ t < v ;/ ./ i 11 I 1 // / • - - -r, % / , ' l l , - \ \\ / / l J h.Ft _IIII ( / /—/ /: %' / ,''/',. VACANT -_ ,.•••'• .r \ ,'�%�,/ i = ..' ,\.\`+•'�1/1,11( II C i ( / / .\.\• i / / , • ,' ZONING: NMD ,-----'// / ; ' .. ,',/';/,'1. ; ' / ; j / 7/ � \ r \\ \` / / 1 1 1 1 1 1 1 I I \ 1\ / IIII I I ' 11 -' // z 4' ''^`\ - 1 1 1 1 \ \ 1 III / / I ( / • / / 90. 78 ACRES / .l ..' "/''' �` '. • � 11 . , \ \ I I III \ \ \ \ \ \ \ I I / I I / / I l / . / , - / 6, - -' -.- - i , / / / /,----- -' .i . i / i ! 9 - • •. i, ,-,_ \ ,w I I I \ \ \ I. ro i / I / / /,•• 7 , !/. • /,/,- ---- -� / /' \ 1 / - '-- / . t ! ' I. :fix' e �: •r-_``\ ♦ , °e I I \ \\ \ / I I // / / / / / t / //64 1. / ' I I / / I l` I I °' /' i / 'i i /'/'' / '' '''' / / !i'i '' -- -- , �s�I. ..1v- \\ - ''/ �'"'a' - ° • •�\ `\ \\ i, • ° \ �'''l 1 / l I / / / / //l / / / l l I l l / I I l I 1 / / / 'W/ // / ,, ,, , , / - --- �-'/--,'' ,� _ __ i'%\ .Wl / // l I I I \ I / / / l / / , % / ( ,',-,, /,' i 1' e ° •.r -i- / - \ \ \ \ \ �. \ \\` 1' \ `. 4,v / i i I I / , l / / l )•, // / l ` -' •°" ,, -_— �,," \,.\ l/ III ( // i i i / •! r / 1\ i i i \ t 1 d` c\1 1 •e7 . / / n \ \'\ __411/ / / i / I ; I l 'ALL EX. SIDEWALK, CURB &GUTTER - .A r ..• '''- ' - \ \ i . '. \\\`—.Is i i/ /' i/ i l / I I r I I I : ON EAST SIDE OF FOWLER STREET TO •" ,''' / / _----_-__ FUTUREi I i i i ) 1 � . \\---A, :/ /; // / l / / )/ I ( Il I\ 1 1 - PHILLIP$ E L& ANN P // 1 I ; I ; I 1 I�BE REMOVED 3t° ^,�', �' ;—/ - BELVEDERE) / / I % /; 1 �I TMP 62-16A I / \ \ \ / l l I I I I \ - ` \ e • • / 0 �' / / / / / / / ZONINGRESIOE' R4 /NL ' I f., I / 3 I ;I 1 ; ;. __;`\ ,w` ,_1111,11­I. ,•., , �.-'' PHA�'SE 5B' ; ; / ; / \ `ti _ `--,,-,;;',.� \ r I -- \ _ _ \ i /• 1 I I ; I • •\-- `�".>,�\\� \` �_ -__ —_1 eeh eon=�/= '��,--..�-----7 ) i I ( 1 (\ 1\*�`:,� - ----'I . r'^r`Y' \ \\ \ {t<, I i // EXISTING I I I \ • e w I \ •\, ]/ i / ' ' " RIPRAP / I i i I ° • \ \ \ _ `-- _ ° •----------' _�\ / / % \ ----- ` \ \ \ y / - s�,° J— r \ .-_. , _ i'i i I'.I. i. '.;. / , / OUTFAL I •• _ �`� `•,.•— / / I _ r- \ \ \ \ \ \I \ \ •\ 1 \ \ \ \ \ \\ 'T `- _ --- \ �\� r, I • I (SQILT1fPq / •y "a \ \ �►-- - \ / ' ' "'u -I � \ \ \ \ \ 1 \ \ '= \ 1 \ / / r / / 1, I\ \ �\ \ \ \ 4 _ \ \ 1 -PROPOSED TEMPORARY / \ \ . \ \ \ \\ \ \ \ \\ `\` _ :!r , 'y „ . \ \ \ \ 11 1 i I . 1 -4, e . S Y ACCESS '` ' 27B _ - , ---- ' , \ \ _ ,.` \ \ \ \ \ \ \ \ 0 \ `\\ \ \ \ \ \\ ` :*L� a _ -'� / --- IZF ROW - ro- _ \ 11 r� \ I \ • \ \ \ \ \ \ \ \ \ \ \ \ \ .:.....__�':`,.., - .., . .. - i •\\ \\\ \, ",; Yf l' l i ,i Oie / I/ i ``\ �- \ \ \ \ \ \ \ \ \ ,..,.. �.:: - . \ \ \ \ \ ,. r\ \ ; ; f 1 , %� / - - - - - - _LOCATION Ifit {SOIL 7YP�.'' �`. , / ; / I 0'------r` ` \ \• \ \ \ \ \ \ \ < .ram -. _ _ _ r \ / ii \... ♦ \ \ \ \\\\ \\ , \ , \\\`a\ \ ^.• :.....,ham....`_ __-�\ \ �` = a, _- :\.\11 I• I I i i ' /' / i - _ I\ ••• _ ~•• -� l ` I` _----'� --� _ , _, �1 , "' I / I i i 1 /' \- 3' e - - \ `\ \ \ \ *� `` r-\ DASHED LINE INDICATES / / -�__ `-\ \ \ • \ ♦ \ \ ♦ \ \ \ ,?:y,. .,. ` \ ` I✓ , \ J 1 / . _. - - • • \ \`I • \ z = - - � - - - I 'v `\ / \I 1 �I J 1 I 1 / - \ "' - — _ \ \ \ \ RD MILL & OVERLAY LA.W \ `\ - \\ I / i i - \ \, [C �7 I VDOT WP-2 DETAIL ! - • / • \ ) d i 1 // � /--- \\ _�` % I \ \ \\ \ \\ \\ \.. \\ `\\ \ \- ((` GJ I ------------- I i I I l l \ \ _'�.___ \ \ \ \ \ \ `\ `! ``�-\ GV \ 1 /, �, I , // / '- Ex, " I ° • l / / • \ • p /\) ✓I I ' 1 /l- - _ \ i `. \ �1 �,f� II ; I / -PROPOSED STREET & I ............ ,_, \ 1 , // , / i i RARM / • a • l / �'--- \y / / / rr WATERLINE CONNECTION POINT •e I r 6__ • • _ ,- 6 f I 1 III 11 y I I\ ♦ ` \ \ \ h \\ \ `\ \� `\ \ -`�-iY�,/.,-^ / /' /' LINE f' I / , •! • •••••• • • • • • •i • • • • • • • • • \ I 1 J.. T I I \ \ \ _ \ 1 . '//-, / / Ex. e.:. • '- \ �"a \ , • / • _ I -P.. \ • i •I T 1 ( 1 r' _ - -- - `.\ \ \ ` ' \ \ \ ` \ \ .\ \\ \\ �``\ �\/ .\: NEW �L ��5 � '1✓ , / 1 ^ ' ' EIr / `'l t. ' •• `�`\ ` ` , • — — _ • / i /° / /' I InA I _ ' I• E•1 - 1 I i 1 \ \ \ \ \`` \ .� \ %\ CjF' \ • BELVEDERE INC == sa eay..MIV /'..:::: a: -••;-_ `\ `\ . - .— •• / /.•; / / -` - - _ �. % I 1 I 1 I I I \\\ _ \ \ 'w / \ \ \ i\ \ \ \ ` \ R `. \ :-- p{/IfRaiCarcrl , , /'-E':':`'':"»`' , ALL EX. ASPHALT TO BE / • BELVEDERE LAND ` �,,y' , , • , ' / ' / '_N,` ---- - - --" - - ' �L�� I ' I I I I 1 ' I - \ \�\ \ \ U' \ . \ \ \ \ \\ \ V �, \`. N. -�- .- ..�,...;. / , i \ \ • • / • ' / I ELEc yte I I 1 1 I I \ \ _ r _ s - - \, . ' � \ \ \ •\ . \ \-`AI �� - . TMP 62G - - Bo11aeM�M / :: `'. j!�r \ I I \ ° .. / / 1_ T, . 6 :i' \ \ \ I 1 0°� \ \ O '•\ \ Vv `\ `\ `\ �__ - o--::': - `\i\ `� REMOVED UP TO DASHED LINE ,� ; HOLDINGS LLC • �i t • / / / / % : _ �` -` PHILLIPS, E L &, \ �a. • • • . • ° •� \ ` Q • `\ \ r VACANT 3 "t 1.:.:, :,g:. , J / \ \ \ - - ✓ / / ' / : - - i J i i ANN P \ \ \` -- _ • • • \ \ I \ .\ ..� `. I __ \' ` \ \ = j • � gfiEE c:: #. :;;: "s':? s ..> �• ''' / \\. . ♦ \ - i TMP 62- 16D : : / / \ - -- -- ' \ \;1\ -__\ \. ' �. \ ) ' Q oy \\\ \• N, \\ \ ZONING: NMD - !• ..... ' / • \ \ \ N. 0 __ OPEN SPACE '- I , // / / , , / /- / - (:.!:: 'irr/i .'... .::54:�ir.' / / , . \ \ ` , / / / / / ` .A::.f.�/v ) , I I 1 \ '� -- - --- \ ., I \ t \ _ \ :,\ P \ I411 / / // / IMP 62-16A \\\ \ • , m. • \ ' \ 2.18 ACRES �Ex , :.' ` r i« /, ( ,-' / / - - l RESIDENTIAL I I I I �. 1 = /';;: ZONING: R4 - _ _ ,. \ \- '`\ a • ,o \ \ \ ` \ _ e %" x \ • - -� -' / 1 : : : ' -- ---- ZONING: R4 .'A-- __ \ p,� , 1• , , , % . , . , \ , \\ \ \ \ a...; �\ `' -, r::: :r :::::: . ! \ . \ \ `, _ • , / 15.0 ACRES / ; / / /, \ �`� -aa__ r•f; / , 1 -I \ \, , `. \ \ 2 �4 I , J I , �` \ \ •. \ \ \ \ \ \ \ \ \ , . \ \ 'y Y` ,...: .:::::.:::::: I\\ �• / .1,. \ \ \ • \ \ - / 4 ,I ,-- NN ` i / . / / / / / , \ \ r'. I I I N. - - •:\ \ 4Qi Q�41 I 1 I I • ' ' I \ `� ` . \ \ \ ` \ V \ \ -. Vie' �`/ • \ • \ \ G \ / \ \ ` ` --'/ - i '/ ` ` `_ - / / ' ' / / / - \ \�` \ / / / I I I ' 1 ' \ tt�� / \ - / / _ram^' / I �` - \ \\ \ I�Q l l I I l , 1 \ `� ` \ ` \ \ \ 6'� . \ z-. .\\V\\ / \ \•• .aa ' / -' _\`\ ♦ \ ' / / / / , / /,, __\ .� . - / / I I I , 1 I \ 2 ro I I I / J I 1 / l \ •� ` .\ •`•\ \ \ `\ \\ \ \ \ s`��� •\o \ • \ \\ \ \ \ •\ d � .. � ,, i -- _ \ '"'--'' /' / / / / / - _'. �`. � . \ \ -'' / l , J I 1 I 1 I '\: \ \ hI I I I •I l l ` \ \ \ \ \ \:' / qfi. \ �! EX \\ \ \ \ - // / ,- \\ \ \ \ / /I/ /-- \\\ \ \ ` \ / l / I,1111 I 1 C a3�, Q I / I \ �>�" 'r'"m )°^. }ir'L:;,,',•,, `\. \\ \ ` / / / \ ♦ \ \ / I // / ' -`'}� �\ \ \ \ \ / / / l l , 1 / I II \ \\ \ --\ `\ \ 1 I 07 I I I / •1 / , r \ `�\ `1\\\ `\�s.0 \ \\ \\\ `\ \ \ \ \\ ��p-' d� !• }:...5•fir \C... yCN \\�/\' e/ i( o -- \ •\ ----- / / '- ,/ ,' ,-' \\ \♦ \ \ \ \ / , / \ \ \ \ - - _ -ac` - - / / / l l 1 I 1 }\�\�\ 1 �\d/�. • s° ` 9 _ PROPOSED / I. 1 '- \ \ \ \ \ l I -1 \ \\\ p� I A I I I / / j I \ \ \ \ \ I \ ��' n. \ • .:+Y%;:;ii!. 'r':%'':':' \ `�i \ -\ \ - I \ \, '/ / -' ' ,' ,' ,, ♦ \ ` \ `� / / , / / I I l \� \ \ \ \ \\ \ - - - I\ I I / / r. I \ \ �`� ♦ \ •\ \ \ \ \ \ C �.' \ ,� / .,rV• \ -, - \ / / , r \ \ \ \-----rze--_ -uo� i / / / / l / l , , 1 I I I I \ I' "\ \ / \ `�s `t \ , / , \ \ \ \ STORMWATER , / l l l I l / \ \ . \ . . . .� / , , l / l I , 1 / \ \ I i '1I,i I, I i i I I i i / - \ \ \ \ \ \ \\ \ �,' \ --- - l I l \ ♦ \ V • \ \. 'pc. \\ \ �'' ry' \ x4 ♦ •\ - / / / \ \ \ \ \ , / / / 1 / ` . \ \ ` `. . ' / / I / I I I 1 I , I I ' I \ I I I I I ,• , \ \ -*ro \ \ `\ O \ • \ \ \ \ \ \ n h\9' \ \ ✓ Isrod aw \ \ \ \ ♦ , , , \ \ \\ , l 1 \\`\ ` ` `� -_-__ ,` �/ I I I 1 1 I 1 ' - / \ I I \1 1 1 I ( \I I '11 I I I I I I / I \ • \ \ ♦ \ \ \ \ \ \ ♦ • ♦ \ \ \ \ \ \ �, \. 7e. . \ i ,'v I ;: 7>:c• , s \ \ \ \ ----- ' \ \ \ `DISCHARGE AREA / l l ------ _ / l l 1 I \ I 1 h / I A I I I \ \ \ \ \ \ ` \ \ \ \ \ • , \ \ .:. 'i:.)'r}.. I SIGN \::° '.:::k' \° \ \ \ ♦ • ''-' / / ,_-' \ \ `� �l 1 1 I l \ , \ `\ , ♦\ _aze-- --_ -ae-' / / / I , 1 I I 1 , , , I 1 , I /\ I ���� 1 I 1 \ ♦ \ \ \ \ \ \� \ p\�'`\ \ \� \ :::`.`'Sy)'i �d \ • :. ::::/?. \ 1\\\\\ ' '\ \ \ ` i \_--- -'' i /' , `\ \ `\ \ \ ---_--- -' , / / I • \\`\ \ •S - - ,' / I 1 1 ' I I 1 I I 1 I M'� I I` I 1 I I \ \ \ \! \ \ \ ,� \ \ \ \ ,�' :::..:a "\ \ / \ \ / /' \ \ l I I 1 I / ` \ -------,z,---- -.zs, 1 I 1 / 1 1 I I I I I I I \ \ \ \ \ •\\ `\ \� \ \ \ \ `\ `� \ \ \ \ \\ ` p'. \\ ` ` / '.+'`" I \ •• '\ I \ \\ I I ♦ `l ' / / / \ \ '' ' / I l I I I I I \ \ \ -L ' i , 1 1 , I I 1 I l ' / I \ 1 I I ` \ I I I \ \ \ \ \ \. \ \ `\ , \ \ \ t \ \ \ \ P''\` \ \\ I \ 4. 7. ?i: \.-^ j k \ \ I , . I `\ • \-'''-'' / / / \ \ \ \ _ / , / / / , I I I I \ \� \ _ / I I / , , I , / I I \ \ \ \ \ \\ N, SIDEWALK ON WEST SIDE OF FOWLER �Yj. / 1 y$ I I `� : I I 1 \ \ \ \ 1 `� \ I \ \ \ \ • \ \ \ \\ \\ \ ! \ \.:+:."r::7.\ k \ \\ I \ / / , \ \ \ \ \ \ •""'`__ , / / 1 L1 I I \`♦ \ �• - I , I 1 I l / \ 1 io �o i 1 I \ I I I 1 \ \ \\ \\ \ O `. `� \\ \ \\ \ ► \ \ \ \ \ .\ TO BE REMOI/ED UP TO THIS POINT • \ I `,'S:;S;a`;; \ \ \ \ \ I I I \ "`--''-'/ / -' / /' ,. \ \ \ \\ -__--- % / i i I i I i ' I• I I / IIIIIIIIIIIIIIIIIIIII\ \ ` — — �za — — / i ; I I I I l / I l i i Il I I IV,I 1 I I \ '\\I II ; I \ \\ \ \\ \ ` . \ \ \ \ \ \ \ \ lr. :.; \ ° \I \ I 1 IL'a*'y':;;m:�' "\\u\ _ • \ � ' / / \ - ' \ \ _ - , I I I I I Ili l / In \1 \ 1 ' \ \ \\ `PROPOSED TEMPORARY \ % \ \ g�\ f ;.;.;;:' j •�' ' PROPOSED \------------ 23'�4 0 •P 9 y :\ -- -----_ --.,� _ 11 / / lw I 1 0'I I 1\ \ \\ \ \ \\ \ \` . \ \ 1 \ \\ `\ \ [ \\ \ \\ \\ \\ \ \\\ \` yf >. / / \ \ .� %'::.X:. :`, ,) :. `'--- '' / ' " \ \\ \\ \\ \ \__1- / / ix / l I • 1 1 '•T \ \\ . \ `\ ---�- ° �- / i i ; I I I I , 1 / l l ul/2 1 I \ I 1 \ 1\ \ \ \ `\ `\ `\\ \\ 1 \I 1 \ \ \ \ M• \ \ \\ \\ \ \ \ � ;. .. � \\ •\ • \/' i /�` . ..r. \ \ \I ---''i \ \ \ \ - / / % I • I I' I ; 1 \`\` `\ `\ \ ------ ..�_-- -' / / / i I I l ' I I I l 111111/) SECONDARY ACCESS J p SANITARY I I I / \ \ \ _ � _ I I - / -, \ --BONDSTONE VENTURES 'LLC / / ♦ - - - 11 I\ \ `\ 1 \ \ \ \ +,\ \ \\ \\ \ ♦\ ` • \ , { I 1 \ \ \ \ \ \ \ > ,. a....::::i \ •\\ ,\ / ;' .. L7:.;:? \SEWER '~ - _---------' H I r--__ \ \• \ \ \ \ ,� xl;..: :.:. \ I , / / �t{:'•:' • 'r. ':::4 i:.'::; `\ '& I \ ' ,' , \ \ \ / / / I l I I I ♦ \ \ _ - ___---ra_ / / \/ / l I l I I I 1 f \ \ \ I \ \ \ \ \1\ `\ \ \ \ \ I \ I 1 , LOCATION CONNECTION 1 � \ \• \\ \ , \\\ \\ \ .,. /':.'�::`• 1 \ \\ �/ \ , / ::. ----- -' / / \ \ \ \{SAIL / __ _-- _ - / ' I \ \ \ \ \ \ \ \ . , \ \ \ \ \ \ I 1 ` / \ \ \ ) ✓ h..... /• / / ----'' --- - --- - `--- --' /i::'�.::� :: ... �:. \ 1 \ \ _ / / , ,./ , / , / \ \ � - - ' / / / / / IIII / ,,r'"' I I \ TMP 62F1 D r `\ -"�4- '1 / , , 1 / ' I I h I • \ \ \ \ \ ,. / yCONNECTION - \\ --- /' ' \ \ \ \ / / , / // / / / \ \ - --- "°"_; - , I ' I 1 1 n11 \\ \ \ \ \ \ \ \ \, \ \ \ \ \ I I I I I ' /POINT ` \ \ \ / xcy I \ \ 1 • Y I ';•:. ,•... \ 1 \`� - - \ \ OPEN SPACE / f -••-- - / / l 1 \ \ \ \ \ `\ \ \ \ \ • 1 I I I / . \\ \ �`. \• \ \ \ ) / 1 ! / / !•:' ' _ .':i:r'. \ \ \\\ ' - - - - --- \ \ . @l'' / / / 1 / ' / I ` \ �`�`_ -------- / , / / / I I 1 I I I 1 I111 \ \ \ \ \ \ \ \ \ \ , \ \ \ 1 I 1 % I / / / / Q' ` \ �`���\ r \ \ \ ) / /r '''' \ • I ,.. \ , \ ----'' ` \ \ \ / / / /./ / / / ♦ VOa'____ --- _ --- ----_, / I I 1 I I I I II \ \ \ \ \ \\ \ \q\\ \ \\ \ \ I I 1 I , /[v \ . p \\ \ � \ \ , , C'.:;r:::7%, I I \\ \ \ • / 1 ✓. \ .r POINT \ \ -- - . ZONING: R4 ' / , / / / / /'\ _ -- ---- - _ - \ \ --- ' / /Y / , 1 I 1 I 1 1 \ \\ I\ \ \ \ \ \ \ • l / / / / rn \ \\ . \ i.'.:' :::::y\'/ I \ \\��\\\ .: - \ �:. �::::::.\:� \\\ \\h. �\ \\ ,_ ..\. 1�*--''' 7.09 ACRES / / , / / / _ _ - - \ - --- ' / I 1 1 1 I I I I\ 1 \ \ \ \ \\ \ \ \ \ \, \ \ \ 1 • 1 I I I 1 / l 1 I I 6 ,%I,n \ .\ \\ / \`\ \ i >, / / , \\ \ \ / ----- _----' - - _ _ -_ \ _ _----r \ \ \ \ \ \ ,I \` \ I I •I I 1 / / / 1 1 _ , / / /..;..,:. .../ I \ \ f:'' \ :: ::. `d \ \ \\ \ > >.`. \ - - / ,r.. / / \ / I I 1 I .. ......... - / / _____ // / I I I I AIX y err \ 1 1 / �:.�r.::'.',` \ \\ \ \ \ \_ ze - , •, / / / \ / NN \ \ \ \ 1 \ , \ \ I I I.I 1 I 1 / / , I I I I� 4 Q ,�' /, ,','i /i''' \.% _- __ -_-_-- -- \ I I tl `,\ I / I I I 1 IQO . , / , . ./ -S _,,..-/,n,..•.�r. Pu \`' / I \ \ \ \ \," ....; \ \ 4'` :.>.'.\ \ \`\ \ \\ `�\�\\\\� `\ `\ `.�: \.,o_` 4"`•.4'�: - -- --- _ '%,'�.i.l / / / ` _---^'°_------------ --- \ - _ / , ' / ' / / I I I I 1 \ 1 I I 1 •1 I 1 1 / , bb \ , ,/ i y k 1 \ \ .� ✓ \\ \ \ ' \\\^ \`\ :\'�:.�_ - _ -,- i i _ \�` - / , / \ I I I 1 I `d , \ I l I I I •. \ . , , ', - j T. y?t'. r;;:,.• ?i: \ \ \ \ L. , .. �'% Q \ \ \}'<':''rhr'rh: \ t \ - \ \ \• \\\\\\\ \ \ \ v\ \ • ` yam..... ---- -------- / /' - '%' ' / ' \ i- - - - - - - - - ' \ ` ------ / '� / ' i i i l l I I t \ 1 I I I I A I I I I 1 / I 1 I Sv'o ./ /,'/ ♦. /•-`'c,.'. r _ - -- ------ ' I I r 1 I I O - - - , , ...... .. h: ...:::::. \ .... :::::.\ \ \ \ \\\\•\, /,/ , \ \ I \ �_... i ce. ..h .' - _ _ ` 1 1 1 , I o .r.:;.�....--_.._:...... j:.: - - _ \ --,: \ -- /\ iii i 1 1 • 1 - . I ., ., .�.+ q.:.\ / \ ::1:: w ♦ \ I :hr'r'. `r1'r'r1'A \ \ \ 1/ 'i // I , :..4\'.\ _ ��: �_..._. v' ;�:�:�.%:. l -- - �`� �_� \�` \ /, , /� /� I -- i _ I y I I 1 , I I I v - - - - / ..._�. .: .,�/\ .:.. \ 1 ¢`\ \ / tC5;C4'rr,R:1 \ \ / / /�// f \ , , ':P \ •:�"=.� --T_ _ ''w^`'..... ^•''<�.-.��.✓.. _-' \ - - / / / / , / 1 -, .. z'. ♦' I 1 .:3(.`''' `\♦ ♦ 1 / f.y:yy': ri:�1 \\ \ \ -'/",/�/ / / / I::''. \: '.4 :1.- ��.-l.y... -.:-- --- , // / 1 I I �� I 1, I I 1 I 1 I / , , :::: ... .. G.. •.. \.., . \ ... • \ \ ...... /` w r / /� l ..\.-' '=-��__:-::.r..__.i _ ... � i yi. . ,,.... - _ _ - ------ - - \ / ' I I I , • 1 \ \ , , , !.. r..!'�.. .: ... , I ...:, \ /( \ / Q......... •:::..a \, \ 1 I �•'•-__ I I.J. ,,';?- ..�`_"_ _ .i''' r,.rri.--_^/�- _ - \�� - ��` / ' / I I I , I I r I 1 1 � ... �� '�..... ...: '� • - .v .: \♦ 1 / .: "::... ... k. .:::::. \', r�r_�_ 1 / � �, - T� ,. -- - -- - -- \ ` `\``--------- _'' /I ' ' ' t I I I I `, I • I \ 1 \ \ / , ,-,- --.. .::::::....$'�h:..........:: ::.I ..: I .... TYPE) r/ r �:.. \ \ • \ / �..... j.....:. :::; `R - - --- ------ --_ --- - 1 I I I I I I I , \ , - L-.:: ...r•?(,_:: • . ... R Y .... \ \ 1 / : 3:... :.a \\ �/ I / /t -- --1 % '- _ --- -i',.- ' ------ --- --- --- -- C\�.`�: - - - - - - / / L,kI I 1 7 I 1 1 • \ \ \ ,- - - i�1.C..'. fir•.'"•...-,i .:... .. ..\ / ,1r \ /::..:::•.:::•✓i •:::. 1' I� /�-_ - �4':. \ 1� - - - __ _ \ -�`�� ♦ ' ' / , r, rNi \\\\,\\\I zU o f--1 w W 5 cn o - U UO cN\I g O0 �> 00 U 0) < L = r Hr >r? a00 ow ca 00w (r)¢o fr 0 w oQ Zina I J v U Z— 0 0 OCE w FBI LL 0 O> N d W N N W Q > In rn O J O _1r �> n w m W 1:4U OOJ =M= O a M U = z I-_ = v 0 w a 0 z P. P4 z z z d w w w W00 0 0 o O O 0 0 0 O N N w N N N Q N N l0 N o N , O, N 0 o O z I-r"rmrri I o$�P1TA pp DJ�C // 2 �) 7 y I, Jimmy L. Taggart Lic. No. A�oF 052726%2021 ♦`' 4'SSIONAL "'Op a Z > a Q J O L� Q E- z w (0 w p Q < T a Q J Q LU O �3 U aa- Ir� U) FLU �� o w cr N O , JLU �I- z z 0 Q fr o L.L a. _j C) J F- Q U m N z Q U) D4 Ix DATE: 04-17-2020 SCALE: 1 ":80' JOB: 8438 SDP: 2020.00036 SHEET: OF 24 3 DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JLT a �,; N a N N LEGEND FUTURE PHASE 5B STEEP SLOPES (MANAGED) STEEP SLOPES (PRESERVED) BTL: BUILD -TO -LINE OS: OPEN SPACE FOWLER STREET 58' PUBLIC ROW 33' FC TO FC 6' PLANTING STRIP 5' SIDEWALK FOWLER CIRCLE 49' PUBLIC ROW 24' FC TO FC 6' PLANTING STRIP 5' SIDEWALK BOUNDARY LINE INFORMATION LINE BEARING DISTANCE L 1 N 81'23'05" E 26.04' L2 S 29°18'35" E 27.36' L3 N 71 °09 25" E 27.84' LOTTABULATIONS SF AC SFD LOTS 39,874.59 0.92 SFA LOTS 104,131.37 2.39 ROW 64, 645.41 1.48 TOTLOT 2,860.00 0.07 OS_A 6,051.49 0.14 OS_B 49,421.00 1.13 OS_C 110,174.00 2.53 FUTURE 276,242.13 6.34 TOTAL 653,400.00 15.00 ALIGNMENT CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing C12 112.46' 200.00' 3213'04" 57.76' 110.99' N 36'53'53" W C13 126.74' 200.00' 3618'27" 65.58' 124.63' N 38'56'35" W C11 482.57' 200.00' 13814'49" 524.39' 373.74' S 3613'14" E LEGEND: SFA = SINGLE-FAMILY ATTACHED UNIT SFD = SINGLE-FAMILY DETACHED UNIT NOTES: 1. ALL STREET DIMENSIONS ARE GIVEN TO FACE -OF -CURB (FLOW LINE) UNLESS OTHERWISE NOTED. 2. THE PROPOSED ROAD CENTERLINE ALIGNMENT FOR THE PREVIOUSLY APPROVED SECTION OF FOWLER STREET EAST OF FARROW DRIVE (SUB 2016-213) TO BE DEMOLISHED IN ACCORDANCE WITH WHAT IS SHOWN ON SHEET 2. 3. ALL RETAINING WALLS OVER 4 FEET WILL BE DESIGNED AND SUBMITTED UNDER SEPARATE COVER. 4. ALL RETAINING WALLS OVER 30 INCHES IN HEIGHT WILL HAVE SAFETY RAILING. 5. OPEN SPACE HEREBY DEDICATED TO THE HOA 6. PUBLIC STREET RIGHT-OF-WAYS SHALL BE DEDICATED TO ALBEMARLE COUNTY PUBLIC USE IN ACCORDANCE WITH ALL APPLICABLE SECTIONS OF THE ALBEMARLE COUNTY CODE. 7. ALL CURB & CUTTER ARE TO BE CG-6 UNLESS OTHERWISE SPECIFIED 8. ALL RESIDENTIAL ENTRANCES AND EMERGENCY FIRE ROAD ENTRANCE TO BE CG-9B. SEE DETAIL SHEET 22 9. RECREATION EQUIPMENT AND FACILITIES, INCLUDING THE TOT LOT, SHALL BE MAINTAINED IN A SAFE CONDITION AND REPLACED AS NECESSARY. MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER IF RENTAL UNITS OR A HOMEOWNERS ASSOCIATION IF SALE UNITS. 95.71 25,35 _----- S BELVEDERE LAND HOLDINGS LLC TMP 62A3-1 VACANT ZONING: NMD 90.78 ACRES PROP. RET. WALL, GEOGRID & SAFETY RAILING. WALL DESIGN UNDER SEPARATE COVER BY OTHERS BELVEDERE LAND HOLDINGS LLC TMP 62-16D \ OPEN SPACE \ ZONING: R4 15.0 ACRES u MINIMUM - -- REAR ETBACT A • - - -- 20'RINIMUM REAR I .. _..- SETCTTYPl- i OPEN SPACE C OR - 20' MNIMUM R�+SETBACK - 5------------- ' GRAVEL ,-- -"- .............. ' I QI II I 1I I I 5' MIN SIDE SHOULDE......I MIN. 5' - MAX. 25' i I I rcI ;SETBACK (TYP) Ia a FRONT SETBACK (TYP) OP SACE IA N 18' GARAGE II II i I I --' N I ' •t I I N SETBACK TYP ¢ I ? ¢ I �LLJn (TYP) w ¢ cn {ry w En I I ��P:.: .. ---- QI ----I I I I I I 1O ao rn I I o n � I IwI 2 .100 PCC::..........:.)':::..: .. BOLLARDS Inl ---' FARE ----- ---- - - E� -' _--------- -- - - -- - - - - - - - - v ----'' (REMOVABLE) - zC ---- ---------------- - - - - - '- P I i a 1- R _ , Ss P R =�7-3T - - -� o r,L - - - - I F--------- -- ,, EMPO EE� 121:. R=200.000 - -- - NATURE TRAIL ACC IN 1 N - - ..... _ ----- 5 - - - - - -- - -- N W - -- 2o EE � 4=36.3076 -- - _ - - '+. J L I I , FROM END OF SIDEWALK \ .. .. .. ......... - - U - N- - - - I - _ _ 1� / _ _ , ., �I{ r� RUNOFF TO DIVERSION F .. .. ll - - 3 SWM FACILITY ° 9B • r • .V "9 • w Q S . r _200'T of15+00 _. r o / /- �'-F---------- - 16+00 N FOWLER STREET g ROW 343.01' z �\ 17+00 R_200 S20° 47' 21.61 "E �- - - - - - ' 18+00 • VDOT TEMPORARY FOR BENCHMARK. SEE \SxGG 94 �� '' -- 6' PLANTING STRIP (TYP) � ; ROAD BARRICADE EXISTING CONDITIONS SHEET R25.0' _ ro-��- �� O O "DROWNING 5. SI E ACK TYP \ \ g � D WNING N \ - b 2 86o SOF0 HAZARD" SIGN CONNECT TO EXISTING a \ REAR SETBACK (TYP) / SCREENING FENCE. PN.. { ROAD. MILL & OVERLAY - - - - - - - - FENCE. SEE SHEET 24 SEE SHEET 23=112.46, 1200.UU r LA.W VDOT WP-2 \tea. o- \ SCREENING FENCE. \ / ALONG DASHED LINE. p ` �< < \ \ / 4=32.1304 1 " 9� �S \ \ SEE SHEET 23 p•�i / / - - - _ _ REAR SETBAC�LYP� _ / / - \ rr / O\ ,c, \ \ / \Ni�G 7 /------------- CURB1 & GUTTER TO BE �\ f \ \ �FQ \ �P QG�` \ // ; r / / , SCREENING EENCE- � r \ / / SEE SHEET 23 1 / \ 1° \ v / F 18' GARAGE /.''• �., / / 1 r.. CONSTRUCTED AS �� Gp j / / \ .' x\o0 n� P \q� F P S / / 1 STORMWATER DIVERSION CONVEYS SHOWN x Y,•.:� \ \ •�� \ \\ 5F \S� ��`� SETBACK (TYP) /�' / ° oo ,` / ; b 1 ~ �'�/ / \ / / ,�Ssr WATER TO THE PROPOSED / \ \\QG \ \\ �\C�� P // / a; ; / \ ) STORMWATER FACILITY UNTIL THE S / �SFO / \ \, \ \ \ �c�P \RAJ L� / \ \ a 1 / / �. / FULL BUILD -OUT \' <.... / '�// �X \ / \ 5' MIN SIDE 0�' :. / / `✓ v oo \ - \ P / SETBACK (TYP) \ 6 �`� / 18 GARAGE I / ' / / \ \ \\ \ � 1 MIN. 5' -MAX. 25' I I �\ f tiG •'S/ / / SETBACK (TYP) / \ \ `°' \ \ FRONT SETBACK (TYP) 6 , ' / ':' / / / y ; .' SCREENING FENCE. ��Q I I 6 \ °� \ �' / / °..'/ % / �S�r /� - OPEN SPACE B I' 1xGG o. / SEE SHEET 23 / / �/ \\ `\ \\. O/ \ \ (� \� i I i \ / / Y•, �/ % / // \ /�4Q �/ "DROWNING i1 ii1 I �M �x. c' j'. \\ HAZARD" SIGN a Id i M PROPOSED \ / /// I SIDEWALK \ / / y ^ \ a \._� - _ _ I _ _- i / MIN. 5' -MAX. 25' / / \ - L - _ /" /\ °Sip\ - ' / \ / �/ FRONT SETBACK (TYP) / / / < \ \ .. \ ` 1p 't-�__� \s\ i �o o�� EXISTING SIDEWALK \ j N 1 I RE e o Es TO REMAIN fir- % ;yam' g�LJ�oE PR�o Pc? • i / �0 i"° q P SERJPN�O t)/ \-�'G \` '% \\ // // \\ \�� /��/`\' ..., �3 4 R20200B 2470 13+00 0' �it�- •• //� i' / 6 \� / i' I L-482.573, --+- R_20 ` ioN RER " .o0 ` N G 5' MINIMUM SIDE / / O ZG 16 P / \ \ ��G SETBACK (TYP) // o / I ! I fir\ G'G� I N I`N RES \ ZONE PG /, 0 1 / J Z \ / / / / 5' MINIMUM SIDE I / \\ V - // // � 20 1IINIMUM RE�4R SETBAC4 TYP)_ I,, - - - - / ' SETBACK (TYP) I 5 MINIMUM SIDE o \ ' \\\ \\ / NG > ���Z / PEN SPACE B \\ \ \ E \� �s� � ----J L----- � SETBACK (TYP) 0 O 99�� / ( o \ \\` \ \\ " \\\ \\\ NEv� 6 EG RES\oo MP 2 \ \\\`\\ 93 0- N \\ \\ (MPcP G. NR5 \\ ,\ a\ \ J�ON\ PGR \ \ PROP. RET. WALL, GEOGRID & SAFETY RAILING BY OTHERS. - LINES DENOTE WALL & GEOGRID (TYPICAL WHERE SHOWN) 0� / SPG� V PROP. STORMWATER i MANAGEMENT Y FACILITY i i 1 1 \ \ \ "DROWNING ------------ HAZARD" SIGN BONDSTONE VENTURES LLC TMP 62FI -D OPEN SPACE ZONING: R4 7.09 ACRES N 23'51 '30" W 1069.24 0 30 60 90 U o m w �o U ° � N � O Z O(D J> aw ° Frn ccW ��m = 00 =w o cL EC Z U 0 w Oco OQ ZWo J�a Z v U a z� O> wa cn LLZ_ O N > EL � N W N N -Fl•`IJyI- aLu u J ON 9 � �> n n oW UOOJ �c1 w z = o a a rn U DESIGNED BY:I UVN DRAWN BY: I ARC 'CHECKED BY: I JLT PyTH Op `f096 �c Jimmy L./Taggart Ui . No. A 22841 W4 ��F 05/26/2021 ESSIONAL ti4w Q L Ll J W 0 Z � cC) L < a = W U W� °CF W (lJ cr c\1 J LU F Qp Q� Z_ LU �E L.L > X J < W c m F E- 0 DATE: 04-17-2020 SCALE: 1 "=30' JOB: 8438 SDP: 2020-00036 SHEET: 5 OF 24 a m N LEGEND 0 FUTURE PHASE 5B STEEP SLOPES (MANAGED) ' .' .' . . .' .' .' .' .' .' .' .' . yv. izs HC KtJ ..,.. LEGEND: .. . ... . ... ..�� ......... ,�• STEEP SLOPES (PRESERVED) SFA = SINGLE-FAMILY ATTACHED UNIT • ' .. ... . • . . SFD = SINGLE-FAMILY DETACHED UNIT 7' ' . ... .' .' .. .' . . ' .............. „E 95.E BTL: BUILD -TO -LINE ° 25 35 -.. :. ....... ............. ..... . '.....:. OS: OPEN SPACE S , ' . .' . . . . .. . .. • • . .. .' • -TP- DENOTES TREE PROTECTION FOWLER CIRCLE FENCING AROUND TREE SAVE ' .' ........... .. . ° 49' PUBLIC ROW •' .' .' . .... ... •• BELVEDERE LAND HOLDINGS LLC' AREA. SEE DETAIL ON SHEET 21. 24' FC TO FC . ... .. . TMP 62-16D PROP. RET. WALL, GEOGRID & • ' ' ' ' ' ' ' BEL�/EDE 6' PLANTING STRIP SAFETY RAILING. WALL DESIGN • • ,• •' •' ,' ,' .' .' .' .' .' . � � . OPEN SPACE ... . . ' ' '� °' 5' SIDEWALK UNDER SEPARATE COVER BY ZONING: R4 OTHERS .' . .' . .' .' .' .' .' .' .' .' .' .' .' .' .' .' .'.' .' .' .' .' .' .' .' . .' .' .' .' .' .' .' .' . OPEN SPACE C � FOWLER STREET •. •. •. •• . . ... ... .... ... .. .. ... . . .. . ... ... . . .. .' .' .' .' 23.0,274 sf 15 0 ACRES /� ♦. P 58' PUBLIC ROW 33' FC TO FC � .. ... ... ... ... .. 6' PLANTING STRIP OJ9 a� �_ ...... .c rO ' ... ' .' O 5 0 ce 5' SIDEWALK �6\.\� , I ... .. Q o� . . . i �",o' .. ��- 2Q' -R. EAR SETBACK �� ��_. �� �o �m� T— Q ° O — 20' REAR SET ACK f . . .. .. ... g '. �'-' I BOLLARDS 5 0' -- MA1X HEIGHT: 14. •-—�� ._ •., r — _ _ — — _20 REAR SETB CK 5' MIN SIDE ♦'♦ (REMOVABLE) �J� ® _ _ _ 5' GRAVEL SHOULDER SETBACK (TYP)r---===1i �, I I � —� SETBACK (TYP) � - 5 5' MIN SIDE I r------ I it i ------ I----- � ----- �--- i `• ----� i ----� r----� � Ir---- i ' I ---- i I ♦ ........ _...;. I II _ -- ....:::::::::.: ::::::::::::::::: ` ...y........ \\ • "i II�. I I III I II LII I __4�•N-. � -;,:- a JI III1 L I� ,—N, wf�o—f_ ,f-n, --JI�I L�jG_E_ 'GEOTN-BG_A.J'. IiIIIII—lIr_ IyIl P II C FI II iI II IIIIr ¢-- —JIlI li1i --_ L- - --JJIII— ILI Fri r_-Iy- N_-O-_ IOPE PACE 00 ii of 0O6,5O rv1 IF IMN q I �w M V1P%In 0 INN Lo , OM II I�1-N _0yN-~NpC -J OM _ -J -I, -N- -- - H. i LI I I I I / - _ I /♦M _ / =l�I I/v p�Q I ♦♦� ♦♦ FROM O♦ MEND OF SIDEWAL K TY r 9 r VDOT - " --.'-' /. r� BARRICADE EEZ F PR 1NG _ --- 1 rr B E - -------------------- FH (TYP) _ _ _ _ O EACH SFA HAS ONE DRIVEWAY PARKING r �\ _ SANITARY MANHOLE (TYP) / / FOWLER STREET (581 ROW) — - — - _ _ _ _ _ - — _ SPOT &ONE GARAGE PARKING SPOT _ DIVERSION OF ` � RUNOFF TO - — - — ELECTRICAL TRANSFORMER (TYP). °' - r SWM FACILITY ( ) ;.. ._,� . °. • •• _ STORM INLET (TYP) FH r FINAL PLACEMENT / _i NO -PARKING _ "'PR S' C C:SD r \ DETERMINED BY DOMINION NIOIO N POWER \ T O LO / CG-12\ , -z 860 SF - A '.:..: . • .e T'.OTLOT & FENCE. •°•��s :.'51Q "DROWNING POSSIBLE POSSIBLE LOCATION OF CBU, FINAL � OQ ; DETAILS SHEET 24 / _ — — —1 r HAZARD" SIGN LOCATION TO BE DETERMINED BY c1\P\ 0' \C'� — \ POSTMASTER IN ACCORDANCE WITH `� DECK .. - 1 ALBEMARLE COUNTY DESIGN STANDARDS . Q��. gS / � ',� R�qp O . \ . \ \ `\\ \ i� / ,Y ,i// �`�> � ^`� :�F9\��S/ �\\ % ,'� '�P%'�/�•, \�� '\ \ � \\\ \ / i // / � i <, /— — ".��C �1 rr �i,'�\ .\\ \ / / \" �/\ i / /�.`. > / \(rj� SF•i .'\ \ . \t� ' \ \\ / �''' / / /i/ �` ���` 1 4�♦ CONNECT TO , , \ \ \ \ Q / / / q R/ : ' <s b EXISTING ROAD. MILL / \ \ \ 8 \ \ \ V\t� ,/ k , , C !P c 6Lc yS & OVERLAY I.A.W . / to \ ` O a \ \ > > / 98 �S / OPEN SPACE B - - NO -PARKING 'gs�j n\ \ \\' `S!� \ \ \ �. i/ /\y i / NI y d� / 6, 0 `� �� � ' \\ � � tb 97 , i I \\ s `�\ <'JI \ \ ,''�' / / OP/ i `.� � P ��' / � SIGN \ \ , .af ,' �` \ \ `./" ^) b / / zl \\ \\ Opt+ ,� `''' / ..1r/ / / !r i i f �'.- li O ` \ <\ , I "DROWNING ><Sr b� / / / HAZARD" SIGN Oro IL p4k\ �S I 18' GARAGE I SETBACK r it AO- ELECTRICAL TRANSFORMER (TYP). r '; .I III ` '/ .•:, 1 , \\ l�O.\ \\ A ,�i// /'<i �\ \ .. A6•w ..¢".. t" C\l�/ •/ /��/ \\\\\\sn \\ // // () FINAL PLACEMENT TO BE /gRE'CN g RoE DETERMINED BY DOMINION POWER r \ g e' FO oN o s ' ' / / / °• - 0-PARKING // ' ...•' (�PN`'gRGPN�oi' / \'\'� ` 7/ �� \ `v'�/ // / / t��1 i ySC \ `\ \� / - • ... ° ` _ $I— _ _ - — - /�g�,\ �'�� / `�\ NN lk ✓ ti0� PER C.J� �\ / / ,7. ,,' / `\` .,( `` G �" ; \ 1 \ .: ,� PRO 1 \\ �\ //// ; /' �y0 / /)/ \- : FH >. 5 ^ / \\ `�\I' /."\ / \�' /' 1 r PRN O// yO/"'f.'. p ? �, j \\ \\\\ 0j, 4- \ SU\P62ENS\Pj00 -�\ � t.. / \ ---- O\ R \ \\ \ /^^� \ 1120 r� G r R0NPG r O i \V PROP. `, �- `\ \`\ `\ `,\ -' \NG •� \ EACH SFD HAS TWO" /, , // , � �, , / I ` ,, ,, ,� �,\ ] � / ' STORMWATER //' //// // to 0 \ ` \ ASP/ i\ \ ;I II \� `\ ��`� �/' MANAGEMENT s\ \\ E O DRIVEWAY PARKING mmo II_ N y\ \ `✓ 0 ' 1 20 �\P� SP(� S &TWO GARAGE / < <. / / / r' co` I +- O i \ > �' i % 1 \ \\\ ®� /� I I to �' FACILITY BG O 5\OE �1j \ vo PARKING SPOTS / ,�/ / l l l I I id " it i prime Ln° LL jl N�P6R�t�O ���/ iiC4rT"i \ � P G•. \w N lv 1— 1 —L — — — /j / DROWNING R SETBACK0. J--_-� HAZARD" 1 SIGN C� t301 N P 62 T R MO / \ `I 0 0 \ PROP9S 01 0. \N, Sh/ L — _ © - OPEN SPACE B 49,422 sf IDS o of N (� C' Mo Pti N 1) °` ^'� vJp m m m PROP. RET. WALL, GEOGRID & SAFETY RAINING BY OTHERS. - LINES DENOTE WALL & GEOGRID (TYPICAL WHERE SHOWN) BONDSTONE VENTURES LLC IMP 62FI —D OPEN SPACE ZONING: R4 7.09 ACRES N 23°51 '30" W 1069.24' 1 1 30 61 91 %?W% 1 m r U g m w rn U d N TOOZ;0 J> ° Q = U a_m OO Wo Z = Ir,�On w�Z w OQ Q IE J Z v U z0 C7 °lE > W x LLZ O> N d w N w N I3J 0 U)wo J �> n ❑ cn rn O J0r W U w 0 w FDU)¢ Z _ rn = O a at a z 0 a u 0 w a y � O z �I O z z z a w W w 0 0 0 0 0 0 0 0 0 0 U U U N N N FN N N Q N O N 000 z N M Py'cx of vr�c Jimmy L.Taggart Lic. No.z 4• 0526/2021 %4' ' E'pst ONAL ♦�G Q Z a Q w LO w w w Z U T a QJ LL w O wILMr-I LJJ a- � a w crcV0 H J w Qp Q� Z_ W 1 LL > X a J Q Lu 0C m w 0 Q O w DESIGNED BY: UVN DRAWN BY: ARC DATE: 04-17-2020 SCALE: 1 "=30' JOB: 8438 SDP: 2020-00036 SHEET: 6 01 24 a v N ACSA GENERAL CONSTRUCTION NOTES 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 REQUIREMENT OF THE PERMIT SHALL GOVERN. VDOT MUST BE CONTACTED AT LEAST 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 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 ATTAINABLE, 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 COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. TRAFFIC CONTROL SIGNS SHALL CONFORM TO 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 CONSTRUCTION INDUSTRY (29 CFR PART 1926). NOTE: LOT 1 - 14 TOWNHOUSE UNIT ROOF DRAINS AND FOOTER/FOUNDATION DRAINS TO CONNECT TO HEADER PIPE AS SHOWN V. W WALL ACCESS & MAINTENANCE EASEMENT NOTE: DB5542 PG720 STANDARD DETAILS FOR INFRASTRUCTURE IMPROVEMENTS SUCH AS UTILITY MANHOLES, PIPE BEDDING, UNDERDRAINS, UTILITY CONNECTIONS AND STRUCTURES ARE SHOWN ON SHEETS 22, 23, AND 24. 515 I , ------------ _-4 , 65 5 ' 55 � C 35 1"25 BELVEDERE LAND HOLDINGS LLC TMP 62-16D PROP. RET. WALL, GEOGRID & OPEN SPACE SAFETY RAILING. WALL DESIGN ZONING: R4 UNDER SEPARATE COVER BY 15.0 ACRES OTHERS CO ", � 9 '- - - - - - - r-------I r LEANO�UT -----' -''- �/±390 LFIbF 8" SC-- ::::I I - ®>0.5% MIN SLI - -p,�"_III I .WHERE HOWN)E - - I 5 �S " I - � I E G C - 0 - z 5' GRAVEL G A S -5 - BOLLARDSHOULDER - - ......CE....................... JA i M MHX HEIGHTV � ti _ -- - ---_--_------ - - - r f � - II II I II I II �I II _ II 1ZI r______lr __ II IQ II I II I II I I� 1 II II 1 it I 1f1 1 I IL______Jli II II -- -- ----- L -- L J i'bi -- - ------------ s — 8x6 FHA \ --___ __--- --"- " _ Y /®`/ , / \ ASSEMBLY 1 8" DIP CL52 WATERLAN — — — —•— — ------------------------ RGENC - — - — — — . .......::::.................. - - -- - _ PSBt-EASEMENT .�✓ / -' ATE METER I F c t4l/` ��`_� TEE; 3 GATE 1 WLER STREET (581 ROW ------ pg5 42 pG�2O /t/ VALVES & BOXES 1 10' PRIVATE WATERLINE EASEMENTS (5 s -- PG VDOT CD-1 UNDERDRAIN ./ / �------- DB5542 720 LOT 3& 36) (TYP WHERE SHOWN)/r i FHA_ -------a -- ---- POTENTIAL LOCATION OF ELECTRICAL TRANSFORMER (TYPICAL) /'/ /� tia - \ FINAL LOCATION TO BE DETERMINED BY POWER COMPANY /' F 15 HDPE8" DIP CL52 WATERMAN x88TTEE; 3 GATE 11.25 BEND VALVES & BOX j r / / EXPECTED PRIMARY ELECTRICAL SERVICE / / 11.25 BEND \ LOT 36 WATERMETER /V.W. PUBLIC SIGHT �� ! \ LOT 35 WATERMETER CONNECT TO EXISTING WATERLINE. / ♦ % / \\ DISTANCE EASEMENT i `� �a�' w sus a w a / CONTRACTOR TO REMOVE EXISTING BLOW OFF PG720 AT THE WATER CONNECTION POINT DB5542 PG7 /j WATERMEs \ T 4.\\Qt WATER ER PUBLIC SIGHT DISTANCE EASEMENT 40 \ DB5542 PG720 ` 9 W L� 0- I. II II I II / DB5542 PG741 \�`�\ �' ; ; WA METER \\\ %\`F `\\ /% ' ,'i '' \\ \ \ \`. `. i i I \\`\6`(•f1 \� ''� / / ,/ l vf I', I CONNECT CD-1 TO / f /' \�♦ �' % �` `\ II, STORM STRUCTURE,,` 8 ' ` IIII I I ram\\\ �_ i / 1 1 '� , / ,' LJE�9 D Rf?' PAR 5 `\ \\ 4\� `�\ ,''F¢SP / // �� \ -.� °\• C \\ ASP �• I y0 / , , \\ \ o ,'i \ /� G c pNIN ER ♦♦ \ ti % / \ \ j �� RCP �s JO \\♦ r'�a k g5 / 57 F RN P 201 \ �db s /\• \ I dz, \ \ SC P62GNT\P �0 \ �bs o �� \+' SANITARY SEWER & VW \\ \\ TRES\0\• RES /\bJJS� EASEMENT. DB5542 \\( \ CN PG PG720. PG720. SEE SHEET 16 FOR WATERMETER i S, / a PROFILES � 'v G-INCH MANHOLE/PS'-00E60 \ \ WITH INTERNAL DROP`y\\ LF OF 8" SCHD 4 ®/0.5% (MIN) SLOPE /7 / \ \ \ r \ \ \ \\\ \ \ \\\�, \\` \\� \� /\NG \ \ �� \\�S \\ ��P\\NG GRES / \��J' \ `\ VAR. WIDTH o 11 ZC1� P PRIVATE WALL 0), c. \ /\ \y \\\ e ° 0 /' ��\ \ NOTE: ALL SFD UNITS TO HAVE ACCESS & b� Y t \ w �n G a •� SPLASH BLOCKS AT FOUNDATION / Pad DRAIN & ROOF DOWNSPOUTS TO MAINTENANCE ��� > J ESMT DB5542 `\ ,� , ,' . •�.\ \\\ `\ \ `\\ \ �6'� /.' CPER \ Jb \ ENSURE SHEET FLOW. THE YARD PG720 Q!w " PR 1gg \P� \.o AREAS WILL BE ' y ° \ \\•\ P7wP ORN 0� \OEN� GRADED/SEEDED/LANDSCAPED AS SC\62 RE �0 /` ��s \ NECESSARY TO FULLY STABILIZE THE SITE TO PREVENT \ JPG� \NG'CRES / \ CONCENTRATED FLOW LEAVING SAFOETY RAILING BY OTHERS. P. RET. WALL, GEOGRID & - \\\\ \ \\\ ZG1� P \ THE REAR OF ANY RESIDENTIAL LINES DENOTE WALL & GEOGRID \\ \\ 0 / \ LOT WITHIN THE BELVEDERE (TYPICAL WHERE SHOWN) PHASE 5 DEVELOPMENT. LOT 38 & 31 WATERMETER © - -" - -� r- -, ER PIPE li ,II AT SAGS SEE ROADI 11 1 I 11 I I i I PROFILE 1 II I I 11 1 II 11 111 11 I11 11 jl 11 11 11 li n N II �1 N 111 11 IL__ 1 IGO III N II II I j I __- J IN II It-J II II \♦ III L-----L\ I L----�\ _�.�� 4' r © _ ------- - F - -- / M m o°` v' rya Mry �ry. a q m m OS NOTE LOT 1 - 28: ALL TOWNHOUSE UNIT ROOF DRAINS SHALL TIE-IN TO THE PRIVATE STORM DRAINAGE PIPES. WHERE APPLICABLE, ALL FOUNDATION DRAINS FROM THE ATTACHED UNITS SHALL TIE INTO THE PRIVATE STORM DRAINAGE PIPES AS WELL PHASE LINE OPEN SPACE C l II I I I I I I I II I I I I ILu II I I I I /hJ� I II I Q I I Q I II I II II II / II II ,�I I I i II II II / 1 VEDbRE,�:` \E y- - ==J r NATURE TRAIL ACCESS POINT FROM END OF SIDEWALK BOA & PLUG VDOT TEMPORARY � BARRICADE • x6 FHA AS LT lk —_ _ RUNOFF DIVERSION TO SWM FACILITY \ 10' PRIVATE SANITARY ° \ SEWER LATERAL r% s EASEMENT DB5542 PG720 w m „D G \ v yr < HAZARD" SI \ `J! AV \ �l 9r �r 8r 17% > > > ✓: > / \ BONDSTONE VENTURES LLC IMP 62F1—D OPEN SPACE ZONING: R4 7.09 ACRES PROP. STORMWATER MANAGEMENT FACILITY N 23°51 '30" W 1069.24' 30 0 30 60 90 SCALE: 1 "=30' m U g m w V ZQ d N O o V! Hrn aw = aIr r J Qi UaU)aO [Lz wo �O� _j zIrW w Oa J2a J vU Z- O OIr :3 w 0 rA O Ir N N [L W N a ui J Lu O J En 5; n O oU) Z~ m Uv O � ,n M w Z =m= o a rn U a DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: IJLT AlO//������� Jimmy L.Taggart Lie. No. 'a 2 1 `n `0,,,� 0572846/202�\4� SSIONAL " Q L LO < z//u/i'� Vi Q (DL Q Q Tf J L LLJ L W LL °C F W o_ U) C\l W c0 Q Q L zW 2� FL > X J < W a fn F SCALE: 1 1 "=30' JOB: 8438 SDP: 2020-00036 SHEET: 7 OF 24 / - --- ' ------ ------ eELVEDERE %„� D HOLDINGS LLC' ' �, y LEGEND TMP 62A3-1 ro VACANT JJ E STEEP SLOPES (MANAGED) ZONING: NMD C A5 90.78 ACRES l % I l I i ,/ i i / ,, ,' / /,' / y i � i i ,/ / � � � / p� ' .' . .' �/�'' •'/'• '. R02� �_" ,�_ '"y. i' ,'� .. � .{ STEEP SLOPES (PRESERVED) r i / / I ( � I I j' / ,'' / ,i i / /'/ ,,'' / / '' ,'' -' '' / / y �'' �� ,'' / ''/-------- I � .' .' �'���/ ,� Roo^ ,� '''�'% /' ' ri. '/✓ �r � � i -TP - DENOTES TREE PROTECTION ' O / Roe FENCING. CRITICAL SLOPES TO BE FENCED , ' / / - ' ; ti j 4 FUTURE PHASE 5B OFF PRIOR TO STARTING CONSTRUCTION. / �� I 4 / SEE DETAIL ON SHEET 21. ; r 95'7 / ,:• / / // / / (/ 'I I \\ / I 7 'p �' O b d' ii -P O I ' ��"' E / _ _ _ '. . r _ '• i ' > .// `,_y 14%0.' i. r , .�/ i '/ y ! y.^. ��a ,__ \ d N q cA 6 s�5 35 _ 1.52 ACRES / \ _ _ _ / v I - AVE TREE - S y (DECIDUOUS TREES) R a='....'✓ f / y .' . / PRD .RAT WALL GE06 \ID \ -- - >'' ;RT ' e R ------ ---.. _ a I � A \ _ / - I �SAEETI�RAILINL DESIGN --•--._�� ... ' \ UNDER- EPARATE COVER BY,,, BELVEDERE LAND HOLDINGS LLC - \%R 2— A , \ _ — V3 OTHERS TMP . -. 62 16D ' I `J \ I W WALL \ACCESSr �w _ OPEN SPACE \\\ •-MAINTENMbE_ - -- ZONING: R4 NOTE: \ \\ 'A3s, '' �. -EASEMENT ,,,' _ _ — 15.0 ACRES .. -0P-WSPACE C ,,-' ♦ / ----- --- ... - S , I STANDARD DETAILS FOR INFRASTRUCTURE �� ..:>' s! — _ 0 ALL SLOPES WITHIN THE BELVEDERE PHASE 5 I I IMPROVEMENTS SUCH AS UTILITY MANHOLES, 0. � ���__ ' �.-. _. _ _______- -- __ _ - __ _ ,,- • -� .. . f /\ o ,,� ,,_ �/ ,, DEVELOPMENT WHICH ARE GREATER THAN 3:1 o PIPE BEDDING, UNDERDRAINS, UTILITY \' ¢� - .. _ a ;' 440 ♦, ' o MUST BE STABILIZED WITH LOW MAINTENANCE CONNECTIONS AND STRUCTURES ARE SHOWN ON ¢2 \ \ "� - co , ;yam . � o � /' _ ♦ a VEGETATIVE GROUND COVER OTHER THAN GRASS SHEETS 22 AND 23. \,Qg �k 'gip` r'� _ O b - -� `b -'Q/per a O �p3 ♦�. \ — — — — — — 6 ,�� \ ,�, _,� ,��-� Ce` —.r 'R I ��� ' Q RRR' /� ♦ 446- \ \ \ yJ` \ \ •_ _ • • _ MAX T I � I \\ -- ---�\_✓ I I HEIR 5' GRAVEL -------------- SHOULDER \ --- -- - --- --- - ------ •_ �--- -- .-5 .._ R R • • -��-,_ - - Z-t--__ ---- --- - -- _ _ '-"- -- _ ♦' -- - - - - - ' i O p38 --- --- -------- -- ?..... ` .' ,.. CEO: _m ...................... 4 :.�.....:.. ..n'ti. . ti N--- g �'� °' m _-'� II ,,_v ip _ ":::::: m • �r I --F- —_ --- - �� — _ I I/ .� NATURE TRAIL ACCESS POINT ✓rr. .. .. , ---- �- - ------ - , Q6 '''_ J - _-' __,---.------ \ -- - _ ---0 - - L-J �_� 1 �� , M ' -� PO D OF SIDEWALK _ - - - FROM EN R ,. - - 9 i - . ' / '.. ,. ; . SEE INSET A. SHEET 9 ° . BA 9 OT EMPO /'> RRICAD y ' -INSET B. f-- - ---- 4 Ug`\C EMERGjN „." _ _ SEE SHEET 9 �� r TEMPORARY RUNOFF DIVERSION TO ------ --- - N HP—W=c-S -- — - — — — — — o zazo ooa3a — PccEss EASE OE" ---- ,- FOWLER TRH T(58' ROV1 --_—_ `\\ --j �- _ - \ SWM FACILITY. SEE WP - �,/ G72 r FOR MORE DETAILS 5 42 P V r \ ELECTRICAL®,- bh TRANSFORMER 3 �TYP� 86o S W \_ 2 _ ,F / a� Nit O 48 y�Y r ALL CURB SPOT ELEVATIONS ARE f4s O �^�i / ------ ------ ------ --- �, // 1_ FLOW LINES UNLESS OTHERWISE NOTED —` CONTRACTOR TO k5ti °{ ' \\ ' ` \ ENSURE POSITIVE q c r♦ / / o DRAINAGE D° " i > \ CONTRACTOR TO VIE ENSURE POSITIVE / / , - ° \\ \ \ \\ • ° . a� /\\ \ ,, DRAINAGE ly ,EONTR TO mg 2 • `/ ? 8� / lr / / - ♦i EN PO TI tE 1 O R DRAT ' � j j / ,� ,� �J � / ,/ \ \ �� �� \ �• .::. � � , ..ems °' �"' C �- /`; �i , / / / -. r .3 _ / y I o , 81'°�5 � — ,kkk kk �/ \ \ \ \ ° // \ \ // A '- y �� 4 - �� ,- / / / / �,' ,/ r *� - \ n �--- � i i / Q_1 I'I / I _ r LV VI ` / \ �S \ . � .' _- •ter' ,\ O . /' / -r-------y`--- v �\ g \O' `� \ R / \ 44 / �e / m , m , CQ 4`\ g `. \ \v'' y �' / // I: Q• �- / / / / / \h Pryg\N�\\R N � g N v `\\\ \ — —_�A4O >^\ [ �\\\ 11 00 CA I �\\ _ ✓' , �_ 1"'per - __ I I-- 1- _-_ � s ------ \\ U\ / \V A BE��0��1 ��'(\P 1 \ // I I\VA `V `�___ �/ A\\\`\ \\\\ \� ����\���\����� ✓ 'I 1 A V _-' / y�� / 0\ / WIDTH ^� / /' co °N `\ ALL SLOPES WITHIN THE BELVEDERE PHASE 5 / ,/ N%23`,51 Jp vv 11069.24 \\ \ - PRIVATE ywaCL /o'er ,/ ; N'a\\\\ \ \a . DEVELOPMENT WHICH ARE STEEPER THAN 3:1 MUST BE LIZED WITH LOW \ rNs / II i - \\\ EMSAMT MAINTENANCE,-- 4� � \\ \ \ \ 432---- VEGETATIVE TGRIOUND OVER OTHER THAN MAINTENANCE GRASS N -------_P-GZ20' ''3 , \ — — — / / / \ \\ w�WP7 \\\ \`.\\ I it i I, '--------------CROP: RET. WALL 0 RID & /' /,'\ �'pa' \ \ BONDSTONE 62F1TUDRES LLC ' / ; / /' / l / 9 \ - a� n ( ES 9 \ \\ \\ \ OPEN SPACE P�Z^\,�\R ��,� „�\ , \ I I\ \ SAFETY R ILRJG"BY OTH � \ ,_-'' �P � `\ ZONING: R4 \�G R 5 /' \ \ I \ \\ \\ \ \\ \ �HJES-DENOTE WALL-B�GEOGRID \ \ \ �N P TYPICAL WLiERE SHOWN 7.09 ACRES 30 / 0 3 / 60 9 / ' It, I'r� _ --�� �'O.' \\ \ \ \ \ 1 \1 \ \ / \ \ 1 \ \ \ \ \ -- -- ----------------------- / /\----------------' _--' -'` \ \ /SCALE: 1"-30' / i U g m w ^ �o N O Z 0� cl)O J; 0 S H 0) Q w = CE W (L = DO�yy w o W oQ z�a Z V U Q Z� O> n x LLZ 0 N L d N w cl) w O o J U) i w W U OOJ v W �rj)M w Z =m= o_ rn U a DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JLT - PyT/Hf/O'p `roc Jimmy L. Taggart Lie. No. 2 84 44 a�oF 0526}20211�w ESSIONAL ♦NG Q L u J � W 0 L Z U) T Q W W Ll- Q F W t (A cr CV J W w f Qp a� Z W F � c � > X [ J Q a MW W f DATE: 04-17-2020 SCALE: V=30' JOB: 8438 SDP: 2020-00036 SHEET: 8 OF 24 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 Q (ACCESSIBLE) > AS THE CONTRACTOR LEAVES THEM, MUST COMPLY WITH ALL APPLICABLE STATE AND LOCAL ACCESSIBILITY LAWS AND REGULATIONS AND THE CURRENT ADA Al STATE ARCHITECTURAL ACCESS BOARD STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, INCLUDING REVISIONS OR UPDATES. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTES) 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 (1/41' 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 2.07) IN ANY DIRECTION. 1.4. ACCESSIBLE ROUTE PATH OF RAVEL - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF RAVEL ( 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 2.087FOR CROSS SLOPE. WHERE PATH OF RAVEL WILL BE GREATER THAN 1:20 (5.0%)) 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 2.087.) FOR POSITIVE DRAINAGE. 1.5. DOORWAYS ALONG ACCESSIBLE ROUTES - MUST HAVE A 'LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.087) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICCANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY CODE.) 1.6. IF PROJECT INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES Al 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. \ \ \ tl eti 1 7.91 -------\----�4B \\48:1 MAX 0. - 51 ----------- tv�PS 12:1 MX TRANSITION GUTTER PAN I ° SLOPE TO 20:1 MAX AT CROSSING (TYP) I I I I'D I S-1 8 I I I I In A I I I I III I III DC I.. I I' I I II - i� ,I T INSET A \ 44'' SQUARE LANDING AREA OUTSIDE OF Z TRAVELWAY SHALL BE PROVIDED FOR PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA 47.9 %D > e 45.7 x47.9 / A 45.5. 4 I �/ e 1 � I \ 1 I I I I I 1 1 I I I I I I 1I I 1 1 I I I I -- I I 1 1 1 1 J I --i I-__- - --f I- ------_+ 1 I I I I I L------ -J ___J - IL__-______J �--_ I L ---- L--- L -�-I 'J L_ _ r _ __ --- _ ______ I J _ _ --1 L _J / D. J - 4' SQUARE LANDING AREA OUTSIDE OF - - - - - - - - - - TRAVELWAY SHALL BE PROVIDED FOR PERPENDICULAR CROSSWALK WITHIN THE c�NeaS �6N MARKED CROSSWALK AREA (TYP) ----------- CG-12 I NOTE COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING+ CO-12 CG-12 HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) A CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) PERMISSIBLE .5 DOWELS.41" LONG �I PERMISSIBLE GENERAL NOTES DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) CONSTRUCTION _ AT 12" C•C CONSTRUCTION 5'MN EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD s5 DOWEL. 8" LONG 0 12" C-C - 5' MN. JOINT MAX 1. THE DETECTABLE WARNING SHALL BE PROVIDED SHALL TRUNCATED DOMES. JOINT 5' 12'1 BE SUMMARIZED FOR EACH CURB CUT RAMP, MN _'\ � �-� J 2. ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL MEET THE REQUIREMENTS NTS SIDEWALK 111 uA[ OF SECTION 504 OF THE SPECIFICATIONS FOR CG-12 DETECTABLE WARNING SURFACE. RAMP 12n MAx " 4 P(SEE '� -->� m a'MiN DETECTABLE WARNING SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS 48�1 MA% T. B 121 MAX APPROVED PRODUCT LIST NUMBER 72. ` T. 3. SLOPING SIDES OF CURB RAMP MAY BE FIGURED MONOLITHICALLY WITH RAMP ].. NIA B' '1i1'' LOOR OR BY USING PERMISSIBLE CONSTRUCTION JONT WITH REQURED BARS. 4' 1 0:1 V 10,14. REWIRED BARS PRE TO BE N0.5 X 8" PLACED TCENTER TO CENTER ALONG -1t B xA=WITH BUFFER STRIP CONCRE�E COVERH,/RAMP FLOOR. MD -DEPTH OF RAMP FLOOR. MMMUM �.� 1O'1 MA% TYPICAL DESIGN Raw5. ROADWAY CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB 5' S' /A ICE TEE) `TO 20;1 TN GUTTER PAN $LOPERAMPS ARE INCLUDED N PAYMENT FOR CURB / CURB AND GUTTER. TYPE A Ci0 20:1 TNROlIGN RAMP LENGTHPERPENDICULAR TRM15 TpN GUTTER P N $LOPE TRANSI%OPE 2`1 TO 20:1 THROUGH RAMP LENGTH TO 20:1 THROUGH RAMP LENGTH GUTTER PAN MAXIMUM SLOPE 20:1 S. CURB RAMPS ARE REQUIRED FOR SIDEWALKS NO SHARED USE PATHS. THE WIDTH OF t21 MA%. THE CURB RAMP SHALL MATCH SIDEWALK WIDTH. WHEN CURB RAMPS ARE USED IN A CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH TRANSITION GUTTER PAN SLOPE GUTTER PAN MAXIMUM SLOPE 20.1 p OF THE SHARED USE PATH, 5• IN TO 20:1 THROUGH RAMP LENGTH 7. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE 12..1 MAX 4' S'-0" MN CURB RAMP LANDING FLOOR. j'% 8'-0" Min. P-D" Min. SHAPE TO MATCH FACE WITHOUT BUFFER STRIP 1211 M OF ROADWAY CURB B. CURB RAMPS WILL BE INSTALLED AND LOCATED WITHIN PEDESTRIAN CROSSWALK$ a BACK OF CURB 48 , OTSBEWN ON PLAINS LOCAT D BEHIND VEHICLEDIRECTED STOP LINESELIGHTNPOLESHRFIRERHYDRARTS DROP BACK OF CURB 12`1 MA%. PS SHOULD 4B1 MAX. 20:1 EXAMPLE INSTALLATION METHODS -SEE PLANS FOR LAYOUT INLETS, ETC. TYPE B 48 I 20 1 9. RAMPS MAY E NG IS A RADIAL IN HE LIMITS FTHESECTIONS PROVIDED THAT PARALLEL TYPE A TIME CURB OPENING I$ PLACED WITHIN THE LIMITS OF THE CROSSWALK AND WITH BUFFER STRIP 2•MN. sax THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS VY� SECTION A -A LAYNlY eI.tMN PERPENDICULAR TO THE CURB. r -+ V\1 M' I ' W I LM4WW e6.1ua. 10. DETECTABLE WARNING SURFACE PANELS SHALL BE INSTALLED FLUSH WITH 1' h'-''-' SECTION A -A SLOPE THE BACK OF CURB. 1� 2r DETECTABLE WARNING SURFACE PERMISSIBLE aRO 12�1 MAX ; aP CONSTRUCTION 11. WREST CURB ONNEC INTERSECT A RADIAL SECTION OF CURB AT HALL HAVE 5'MM OR STREET CONNECTIONS THE DELECTABLE WARNING SURFACE SHALL HAVE MIN '•r` *y' ERMISSIBLE JOINT CROSSWALK A FACTORY RADIUS OR BE FIELD -MODIFIED AS RECOMMENDED BY THE CONSTRUCTION MANUFACTURER TO MATCH THE BACK OF CURB. SEE CO-12-INS PAGES 204.06 JOINT - f AND 204,07 FOR METHODS OF INSTALLING DETECTABLE WARNINGS ON A RADIUS. 4 MIN AT X . 2" HIGHER THIN - • - -. • - i EDGE OF PAVEMENT SECTION B-B GRASS AT.K* . SAME AS TOP OF CURB CONCRETE NAB SECTION 8-8 NOTES ONE DIRECTION ONE DIRECTION TYPE C EXAMPLE INSTALLATION METHODS - 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING, SURFACE. ONE BUFFER STRIP WITH BUFFER STRIP PARALLEL & PERPENDICULAR NOTES- SEE PLANS FOR LAYOUT SEE SHEET 1 OF 5. 2. THE RLENGTH OF A PARALLEL RAMP IS LIMITED TO 15 LEST, TRUNCATED DOME m 1. FOR GENERA NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET tOF 5. REGARDLESS OF THE SLOPE. .6"-2.4" C-C o 2. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING 3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 20:1 AT THE RAMP OPENING. (4-WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW G I O O O O O z CONSTRUCTION. Y 4. DIAGONAL PLACEMENT IS NOT PERMITTED. IF'S L% L 4 0 0 0 O O 0 O O 0 O O O 1. CUTTER PAN SMALL BE A MAXIMUM SLOPE OF 20:1 AT THE RAMP OPENING. 5C LIT 0 0 0 0 0 O O O O O O O -TF 4� DIAGONAL PLACEMENT IS NOT PERMITTED. _4 i LANDING RAWu OO OOOOO OOOOOOOO Ia N U1 ' < 0 0 0 0 0 0 0 0 0 0 0 0 0 00 „ ",) 0000000 00000000 U U 0 0 0 0 0 0 0 0 0 0. 0 0 0 0. o /- x F A NAM ft - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CROSS WA�K I CROSSWALK II II -DETECTABLE WARNING c I TYPICAL PLACEMENT AT BACK OF CURB"-1.4" VARIABLE FULL WIDTH OF RAMP FLOOR SEE NOTE 11. BPSE DIAMETER PAY uM4rs TYPICAL PLACEMENT AT INTERSECTION DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL AT INTERSECTION WITHIN CROSSWALK DETAIL WITHIN CROSSWALK (WITH BUFFER STRIP) TYPE 8 PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET _4=C-Li 6" CURB 0 4 6 1 5 7 2 S a 3 6 9 4 H 2 5 0 s 6 to is \VDOT A COPY OF THE ORIGNAL SEXED AND SIGNED DRAWING IS ON FILE N THE CENTRAL OFFICE, SPECIFICATION SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. `VDOT XVDOT CG-12 DETECTABLE WARNING SURFACE REFERENCE REFERENCE CG-12 DETECTABLE WARNING SURFACE W5 504 105502 502 504 ROAD AND BRIDGE STANDARDS (GENERAL NOTES) VIRGINIA DEPARTMENT OF TRANSPORTATION TYPE A (PERPENDICULAR) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD FIND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS SHEET I OF 5 REVISION DATE 04/19 REVISION DATE 04/19 SHEET 2 OF 5 SHEET 3 OF 5 REVISION DATE 04/19 204.0/ 204.02 20403 . 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 man) maximum and the low man) minimum above the finish floor or ground. side reach shall be 15 inches (380 man) minimum above the finish floor or ground. E E R Figure 308.2.2 Obstructed High Forward Reach 308.2.2 Obstructed High Reach. Where a high forward reach is over an obstruction the clear floors ace 9 9 P 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 man) maximum where the reach depth is 20 inches (510 man) maximum. Where the reach depth exceeds 20 inches (510 man), the high forward reach shall be 44 inches (1120 mm) maximum and the reach depth shall be 25 inches (635 man) maximum. E E N (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 9 � 9 865 mm maximum and 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 man) maximum for a reach depth of 24 inches (610 mm) maximum. E E 255 mm 255 mm -610 mm (a) (b) Figure 308.3.2 Obstructed High Side Reach E E n LK CROSSI CROSSWALK TWO DIRECTIONS SMALLER RADU WITHOUT BUFFER STRIP A COPY OF THE ORIGINAL SEXED AND SIGNED THE CENTRAL OFFI DRN G-12 DETECTABLE WARNING SURFACE TYPE 8 (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION RAMP DOWN SIDEWALK RAMP DOWN 12" MIN. CONC. PAD 12" to 15" PER. USPS .,4. MAI BOX N B.O.C. HANDICAP RAMP =.i1 F.O.C. E.O.P. CENTERLINE STREET SCENARIO I -REAR ACCESS TO CBU CONC. PAD CBU MM. MAILBOX ' RAMP DOWN SIDEWALK RAMP DOWN HANDICAP RAMP C&G CENTERLINE STREET SCENARIO II -FRONT ACCESS TO CBU CE. SPECIFICATION REFERENCE 105 502 504 -�v N 45.73 y 12:1 MAX RAMP \ 48:1 LANDING N5bi tl TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRABS IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CIRRB 0 2 4 1 2 5 2 3 5 3 3 6 4 4 9 5 5 10 6 7 1{ 7 13 15 a 15 15 \ ss 52 v' tl 9 D b 7A i 1 /48:1 �AX LANDING , 12:1 MAX /RAMP I / / 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 MIN. MAILBOX ` 36" min 915 mm at least as Wide as curb ramp P RAMP B.O.C. C&G F.O.C. E.O.P. 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. INSET B U o m w CO n o U - Z O N 0 O O ifl IV1 F0) aw= vj W r j 123 p� 0U =w o 'V Q (0 CJ W OJ U 0 W °a J�Ir Q aZ ZO O� W wa 0 O Z > N d W N CoEd o J CJ J ri n i n z w rn z v J I- m OU W / O Fn W f w IL z _ = O a rn U a Z a z N 0 a 0 _Oz Z OZ Z Z d W W W K 0 0 0 0 U U U Z Z Z 7 7 7 O O O N N N W N N N Q N N l0 0 N o .N m o) v) 0 0 0 Z c N TM �o$��PyTH OF Df�� Jimmy L. Taggart Lic. No. 4 AADD 052726%2021 ti}ww �9SIONAL LNG Q Z Q UJ Q W W z U) a I LL O E- 101- U Q rr ~ w 70 10 N o U J Uj U Q p Q a I z w : U LL J a �LU W W CO C7 Q 2 O DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JLT DATE: 04-17-2020 SCALE: 1 "=30' JOB: 8438 SDP: 2020-00036 SHEET: 9 OF 24 m U a 460 460 Fill U d 455 455 Q 0 0 J 0 QC �� m 450 450 00 a � ca a 0. = w o ,� z D 445 445 W Q z fr a Q Z v U 440 440 0 fr 9+iiiiii-75 w w 0 SIGHT DISTANCE PROFILE VIEW - SD1 d w N W N 'F�•�fJyl' a � W > O U) J O 460 460 0 V m O w v U�OJ w �U)a- z 455 455 = = 0 a rn U a ----- ----------------- 450 450 ------- 445 ------ - -- - -- --- 445 Ge 0 440 — 440 a 9 75 10+00 11+00 12+00 13+00 14+00 15+00 15 75 u 0 SIGHT DISTANCE PROFILE VIEW - SD2 W r a 0 NOTES: oz 1. SIGHT LINES THAT CUT THROUGH LOTS, DECKS AND/OR FENCES MAY y 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 z BUD IS 6' FROM THE GROUND. � z z z 1 W W W 3. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET o 0 0 0 ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND r- � � ACCOMMODATE PEDESTRIANS. > Ill lit 0 0 0 u u u OPEN A 4 ry Eq W N N N q ~ N N N N iry � O O O R-I N M Z O -- - • swan asr,WCE Rasa saw. PS,TH OF ,•I _ % V.W. PUBLIC SIGH ^� .' �\ 1 ms'rM'cE Rl l 2eo' DISTANCE EASE N > s1wH On DB5542 PG_ G7\ DB55421 41 Jimmy L. Taggart SIGHT Lie. No. `�///\ C b ,�\ \/ >' SD2 "-m _: ... m A'�o�,05 26 20 NG1}4, ¢ANC DIST CE EASEIGH > \ \ . { 2�B � q..rl I PG741 EG 1HERN Pow,. > EN11AL O i RESIONO, N S ✓ <^ sr \�/ Z 0.16 > f\\ 0 > > \\\\\\\\\\\ \ \\\\\\\\\\\ NEW 6BD VOOS DENT AE r \ \\ \\ \\ \ \\ \\ \\ TVANANN R fr N SD ® \ �- .. y..r. .i `^ ,i Y J W o0N6 PORE.: z `^4. w a \\\\ 1 \ \\\ \\\\\\ W DEEv°DER9NNA 'o u f� \ \ ,\yam J Q J LL O 2 "' o a 50 0 50 100 150 \ \ \ NEW 62°' SIDE �zs U \ \ \ TMP N7 RE `' \ \ \\ \\\ \0 � vZ0 U SCALE: 1"=50' N� °1 , ' ~ w D- : Z \� N m RN PR0Pg8TMDEDDO \\ \ T�� Lu r^ U Q THE 0T 0 A.�`^ ,41. La_ Mi RNMI) \ 0 Q E~ v7ONNA:ORES / \, z w C�7 LL > X 0 t] J a W Ir m c9 a O I r�:1���Lh:unti�rae�ya.�a>II -F1M7:II�liU:111i9� 1b7:1tliili • •• •• •• •• •• •• 110 DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JILT DATE: 04-17-2020 SCALE: 1"=30' JOB: 8438 SDP: 2020-00036 SHEEP: 14 OF 24 0-5 460 455 450 445 440 435 430 425 420 415 94 465 460 455 450 445 440 435 430 425 420 415 410 94 STORM 12 -> 3 PROFILE HORIZ. SCALE: 1"=30' VERTICAL SCALE: 1"=10' 11 12 � ' 1'Li•IIP..��.17i1 ��Fi•-��F �iFif -�••�•1l.'�111ti -•� ��:i/11/3.`Ii11lI:�_1Ri..�rilG�..� �©lid L ©Gl�:'1iyG±a �1 � Sltl�ir�i7� 75 • •• •• 110 STORM 13 -> 6 PROFILE HORIZ. SCALE: 1"=30' VERTICAL SCALE: 1"=10' 46 ( 460 45! 455 45( 450 44! 445 - 12' HDPE 0 4.78% 44( 440 43! 435 43( 430 42! 425 42( 420 41! 415 41( 9 O Q 30 55 50 15 10 HDPE ® 9.05% 55 50 ?5 ?0 5 0 STORM SEWER 14 -> 5 PROFILE HORIZ. SCALE: 1 "=30' STORM SEWER 1 -> 10 PROFILE HORIZ. SCALE: 1 "=30' VERTICAL SCALE: 1"=10' O O 465 460 455 450 445 140 2HDPE ® 7.27% 435 430 425 420 415 455 STROM SEWER 15 -> 4 PROFILE HORIZ. SCALE: 1"=30' VERTICAL SCALE "-10' 0 15 450 445 EXISTIN 440 435 430 425 420 415 94 �a yw_ _ rr�7.1T�•���'� iWYi711ti7ltZ;S11� �1111�-ice =1SfAtira©� -mi•� �:7Ciml�►1!!i• �P�ImE�AI'' 455 450 'ROPOSED "RADE 445 W HDPE 0 10.67% 435 430 425 420 415 / \ / sk J LO iN O 0 N00 II rc< J U - - - PIPE TO DAYUGH1 a '' - z _ ' ---- ----- --------------------------- - - w - w zILL - X 0 OUTLET � n - M - H O o f cn 00 O a 00 U ..-. N `..' _ O '� -- co rnrn ro rn� rn -M� NJ co .6 In LO O N + ROTTOMN M O M M "N M 0 �a u N Z n zz o__ o__ z z - -- n-- >> » > --- 75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 VDOT 2-YR LD-204 STORMWATER INLET COMPUTATIONS Line No Inlet ID STR # Drng Area (ac) Inlet Time (min) i Inlet (inthr) Runoff Coeff (C) Incr Q (cfs) Q Carry (cfs) Q Capt (cfs) Q Byp (cfs) Inlet Eff (%) Curb Lon (ft) Junct Type Gutter Slope (ftfft) Gutter Width (ft) Cross SI, Sw (ftlft) Cross SI, Sx (ft/ft) Gutter Depth (ft) Gutter Spread (ft) 1 2 016 50 400 074 047 000 033 014 70 2 50 Curb 0 016 2.00 0 080 0 020 016 1 94 2 3 013 50 400 062 0.32 008 030 011 74 2 50 Curb 0 016 2.00 0 080 0 020 015 1 83 3 4 0 14 50 4,00 065 036 0 11 044 003 94 400 Curb 0 016 2.00 0 080 0 020 015 1 94 4 5 050 50 400 055 1 10 018 1.28 000 100 1000 Curb Sag 200 0 080 0 020 024 594 5 6 0.26 50 4.00 070 0.73 004 061 0.15 80 400 Curb 0 021 200 0 080 0 020 018 282 6 7 010 50 4,00 077 0.31 000 027 004 87 2 50 Curb 0 010 2.00 0 080 0 020 014 1 80 7 a 000 00 0.00 000 000 - MH _ 8 9 021 50 4.00 079 066 000 0-66 000 100 6-00 Curb Sag 200 0 080 0 020 022 483 9 10 048 50 400 067 1 29 000 1 29 000 100 600 Curb Sag 2.00 0 080 0 020 027 750 10 11 015 50 4.00 071 043 000 034 008 80 2.50 Curb 0 010 2.00 0 080 0 020 0 16 2 15 11 12 039 50 4.00 078 1 22 000 0,65 056 54 2.50 Curb 0 010 2.00 0 080 0 020 023 554 12 13 035 50 4.00 074 104 000 096 0.08 93 6.00 Curb 0 021 2.00 0 080 0 020 020 378 13 14 024 50 4.00 078 0.75 008 0.82 000 100 6.00 Curb Sag 2.00 0 080 0 020 023 558 14 1 15 1 017 1 50 1 4,00 1 079 1 0.54 1 014 1 0.68 1 000 1 100 1 6.00 Curb 1 0 016 200 1 0 080 1 0 020 1 0 18 1 2 86 VDOT 10-YR LD-229 STORM DRAIN DESIGN COMPUTATIONS Line No. Inlet ID STR DnStm Ln No Drng Area (ac) Inlet Time (min) Tc (min) i Sys (in/hr) Flow Rate (cfs) Invert Dn (ft) Invert Up (ft) Line Length (ft) Line Slope (%) Line Size (in) Capac Full (cfs) Vol Dn (ft/s) Pipe Travel (min) 1 2 Outfall 0 16 5.0 77 591 13.61 43347 43401 107 491 0,50 24 17.37 6 15 042 2 3 1 013 5.0 7.6 594 12.97 43411 43425 27.240 0.50 24 17.57 504 011 3 4 2 014 5.0 7.1 6-06 1026 434.35 43481 92.063 050 24 17.32 524 047 4 5 3 050 5.0 6.9 612 898 43491 435.32 63.374 065 18 915 590 021 5 6 4 026 5.0 6.6 6.20 624 435A2 435.74 64 125 0.50 18 8.04 3.53 0.30 6 7 5 010 5.0 5.7 646 365 435.84 438.62 156.463 1 78 15 9.32 297 087 7 8 6 000 0.0 5.5 652 3 18 43872 43901 32.213 090 15 664 474 0.21 8 9 7 0.21 5.0 5.2 6.62 3 23 43911 441.16 48.570 4.23 15 14.37 534 031 9 10 8 048 5.0 5.0 6.70 2 15 441,26 441.62 36.200 1.00 12 3.85 418 022 10 11 2 015 5.0 5.2 662 2.72 434.35 437.14 72.816 383 15 13.69 225 055 11 12 10 039 5.0 5.0 6.70 2.04 437.24 439.00 36.740 4.78 12 8.44 449 024 12 13 5 035 5.0 5.0 670 1 73 435.84 438.30 27 171 9.05 12 12.66 221 021 13 14 4 024 5.0 5.0 6.70 1 25 435.42 43740 27.280 7.27 12 10.39 1 60 028 14 ±!5 3 017 5.0 50 670 090 43491 438.04 29 317 10,67 12 151 27 1 15 043 465 460 455 00% 450 445 440 435 430 425 420 415 410 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. INLET SHAPING IS REQUIRED AT ALL INTERSECTING MANHOLES: STRUCTURES 3, 4, 5, 8,13, 14, 15. 8. VDOT STANDARD ST-1, SAFETY STEPS, ARE REQUIRED IN ALL STRUCTURES HAVING A DEPTH GREATER THAN 4'. 9. VDOT STANDARD SL-1, SAFETY SLABS, ARE REQUIRED IN ALL STRUCTURES HAVING A DEPTH OF 12 OR GREATER. 12-11 VDOT 10-YR LD-347 HYDRAULIC GRADE LINE COMPUTATIONS Station Len Dmg Area Rnoff coeff Area x C Tc Rain (I) Total flow Cap full el Pipe Invert Elev HGL Elev Grind ! Rim Elev Line ID PIPE Line To Incr Total Incr Total Inlet Syst Size Slope Dn Up Dn Up On Up une NAME (ft) (ac) (ac) (C) (min) (min) (inJhr) (cfs) (cfs) (fUs) (in) (%) (ft) (ft) (ft) (k) (ft) (k) 1 End 107.491 0.16 328 074 0 12 230 50 77 5,9 1361 17.37 6.11 24 050 433.47 43401 43480 43535 435.00 444.67 2.1 2 1 27.240 0.13 3. 12 062 008 2 18 5.0 76 5.9 12.97 17.57 553 24 0.50 434 11 434.25 435.64 435.54 444.67 444.64 3-2 3 2 92.063 0.14 2.45 065 0.09 t 69 5.0 7.1 6,1 10.26 17.32 538 24 0.50 434.35 43481 435.54 435.96 444.64 443.57 4-3 4 3 63.374 0.50 2 14 0 55 028 147 50 6.9 6,1 898 9.15 590 18 065 43491 435.32 436.1 1 436.52 443.57 443.32 5-4 5 4 64 125 0.26 t 40 070 018 107 50 6.6 6.2 6-24 8.04 353 18 050 435.42 435,74 43733 437.52 44332 443.95 6-5 6 5 156.46 0.10 079 0 77 008 056 50 57 6.5 365 932 378 15 t 78 435.84 438.62 43781 439.39 443.95 447 51 7-6 7 6 32213 0.00 0.69 0.00 0.00 049 0.0 55 6.5 3 18 6.64 4.55 15 090 43872 439.01 439.39 43973 447.51 447.85 8-7 8 7 48.570 021 0.69 079 017 049 5.0 52 6.6 323 14.37 4.86 15 4.23 43911 441,16 439.73 441.88 447.85 448.49 9-8 9 B 36200 0.48 0.48 067 032 0.32 5.0 5,0 67 2.15 385 4.17 12 1.00 44126 441.62 441.88 442.25 448.49 448-31 10.9 10 2 72.816 0.15 0.54 071 011 041 5.0 5.2 6.6 2.72 13.69 3.19 15 3.83 434.35 437,14 435.54 437.80 444.64 446.81 11-3 11 10 36 740 0.39 0.39 078 0.30 0.30 5-0 5.0 67 204 8.44 428 12 4.78 437.24 439.00 43780 439.61 446.81 446.48 /, r 7U7 o F� m w cf)0) U aN 2 OZ l0 Y a O O,n J> 0 t%] 1-- 0) awIr = ar �� OU a� a w o az _ OD Orn 0wp Er O w OQ Zia J Z 2 v U ZO O� W t:0 LL Ir N IL N N a U) � > n u o ca Lu J O J �> n p w rn U OOJ w a_ z O a rn O a Z 0 d U w 0 0 y Oz z 0 Z Z Z i- z z z d W W W W Z Z Z 0 0 0 L U U U 0 0 .. N N N W O O O r N N N Q N O N 0 0 0 � N M Z onra0+D Ji4'Aao' Q Z_ (7 Ir > z J L0 Z vJ m Q r Q Q J U J U LL O lE LIJ W w a- z .4 N 00 C) JLJ �� a Q 0 a P4 Z LJJ w LL > x o w J Q [0 E- Q O DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JLT DATE: 04-17-2020 SCALE: AS SHOWN JOB: 8438 SDP: 2020-00036 SHEET: 16 OF 24 r 14 ETA SANITARY SEWER LATERAL SCHEDULE BELEVEDERE SANITARY LATERAL SCHEDULE 0211912020 MINIMUM MAXIMUM A to B Invert In Percent of Pie Length From Str Lateral Len th Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 429.00 7.34% 32 31 10 433.06 438.00 4.94 31 51 10 434.53 437.00 2.47 B to C Invert In Percent of Pie Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 437.01 0.51% 35 20 55 439.84 447.00 7.16 30 53 10 439.07 437.00 -2.07 36 63 56 440.08 447.00 6.92 37 65 56 440.09 446.00 5.91 38 105 52 440.21 445.00 4.79 29 145 10 439.54 436.00 -3.54 C Invert In Percent of Pie Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 437.76 28 1 1 1 10 1 438.30 1 445.00 6.70 D Invert In Percent of Pie Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lot # 438.52 23 1 1 1 10 1 439.06 44600 5.94 E to F Invert In Percent of Pie Length From Str Lateral Length Lateral Invert m Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 440.70 0.53% 18 26 10 442.63 446.00 3.37 17 49 10 442.75 446.00 3.25 F Invert In Percent of Pie Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 441.25 16 10 441.79 447.00 5.21 15 24 442.08 447.00 4.92 B to G Invert In Percent of Pie Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 437.01 0.56 34 1 47 55 440.02 1 448.00 7.98 33 1 63 10 439.15 439.00 -0.15 H to J Invert In Percent of Pie Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot# 438.56 0.51% 1 128 10 441.00 451.00 10.00 2 164 10 441.18 461.00 9.82 3 186 10 441.30 461.00 9.70 4 209 10 441.41 460.00 8.59 5 251 10 441.63 450.00 8.37 I I J Invert In Percent of Pie Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 1 440.05 6 1 10 440.59 449.00 8.41 J to K Invert In Percent of Pie Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot# 440.05 0.51% 7 43 10 442.06 449.00 6.94 8 64 10 442.16 449.00 6.84 9 87 10 442.28 449.00 6.72 10 130 10 442.50 448.00 5.50 11 153 10 442.62 448.00 5.38 12 1 1 1 176 10 1 442.74 1 447.00 4.26 K Inver! In Percen! of Pie Length From Str Lateral Length Lateral Inver! Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 441.25 13 1 1 10 1 441.79 1 447.00 5.21 14 1 1 to 1 441.79 447.00 5.21 M 60-INCH MANHOLE N INTERNAL DROP EXISTING GRADE TO BE REST NEW PIPE TO ENTER INTO EXISTING MANHOLE ABOVE BENCH WITH IS-1 INLET SHAPING 4- 4- 4( 4( 4` 4` 4, 4, 4. 4. 4: 4: 4 4 * NOTE TO CONTRACTOR: * CONTRACTOR TO PAY SPECIAL ATTENTION TO SANITARY LATERALS FOR LOT 39, 40, 41, 42, AND 43 LOCATED ALONG FOWLER CIRCLE BETWEEN ROAD STATION 13+00 TO 14+50. SEE SHEET 11 FOR ROAD AND WATERMAIN PROFILE. THESE LATERALS CROSS WATERMAIN AND STORM SEWER. * * NOTE TO CONTRACTOR: * * CONTRACTOR TO INSTALL LATERALS AS SHOWN, NO FLATTER THAN 2.08% POSITIVE GRADE TO SEWER MAIN I.A.W BUILDING CODE. HIGHLIGHTED LATERALS (* *) APPEAR TO REQUIRE SPECIAL PROVISIONS TO PROVIDE BASEMENT SEWERAGE. THIS MAY INCLUDE GRINDER PUMPS. SANITARY SEWER A-G SANITARY SEWER B-L 70 65 60 55 50 45 40 0.52% 35 30 25 20 15 10 05 00 NOTES: HORZ SCALE 1:50 VERT SCALE 1:10 1. MAINTAIN A MINIMUM OF 3' OF COVER OVER SANITARY PIPE. 2. THE CONTRACTOR IS TO VERIFY 95% COMPACTION IN ALL FILL AREAS. 3. MAINTAIN 1.5' MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE. 4. MAINTAIN V MINIMUM VERTICAL SEPARATION BETWEEN STORM AND SANITARY SEWER. 475 470 465 460 455 450 445 440 435 430 425 420 415 410 A U o m w n o U - d N � O O t0 J j c H 0 Q w = r Q/�. Irw�♦ �= m d Z = w 0 `d OfA C)WO Z w OQ Zia J Z v U r� ZIr O O to w (7 W LLZ Ir N (L N W N 'yQ`Jyl' Q � J N J � �> n ow Oz~ v W U OOJ w 6) U) ¢ z = M = == a-m c) a- z O F- z v w 0 H 0 OZ z O r I- Z Z Z z w 0 0 0 w 0 U U U z z z O O O N N N W 0 N H Q N N t0 Q N O N o g o O N m z JILTPLT/HO'F Jimmy L. Taggart Lic. No. 2 84 4+4 E 05�26}202�1$4 Ss70NAL s Q Z 0 w ¢ a > pa J LO W � w w z�T �m E- Q Q Q J Lu O U ~Lu D_o w w cr N p o x J Lu a QQ a- x Z w LL % Q J a W Ir � m H C7 O DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: DATE: 04-17-2020 SCALE: AS SHOWN JOB: 8438 SDP: 2020-00036 SHEET: 17 OF 24 F/ IS d 0 N T 1 11 \ \ \ \ ALBEMARLE COUNTY GIS MANAGED SLOPES \ \ \ \ PRE -DRAINAGE AREA TO POA#12: 2.88 \ CN=85 � \ Tc: I sheet flow w/ 4 ELEV = 8' 8 459' OF CONC. FLOW W/ ELEV. = I \ Tc: 9.9 min I \ PRE - O 1 year = 1.80 cfs PRE - O 10 year = 7.63 cos \ I �\ c L -I -r -- LEGEND STEEP SLOPES (MANAGED) STEEP SLOPES (PRESERVED) HP STORM TRENCH INSTALLATION DETAIL MIN. COVER, I U MIN. COVER TO RIGID PAVEMENT, H FLEXIBLE PAVEMENT, H - FINAL BACKFILL SPRINGLINE - - _- INITIAL BACKFILL HAUNCH 4" FOR 17-24' qBEDDING PE I 6' FOR 30*-W PIPE MIN TRENCH WIDTH �I SUITABLE Imo' (SEE TABLE) FOUNDATION NOTES: 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM 02321,'STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST ADDITION, WITH THE EXCEPTION THAT THE INITIAL BACKFILL MAY EXTEND TO THE CROWN OF THE PIPE SOIL CLASSIFICATIONS ARE PER THE LATEST VERSION OF ASTM 02321. CLASS IVB MATERIALS (MH. CH) AS DEFINED IN PREVIOUS VERSIONS OF ASTM D2321 ARE NOT APPROPRIATE BACKFILL MATERIALS. 2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED. 3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL 4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I. IL 11, OR IV. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. COMPACTION SHALL BE SPECIFIED BY THE ENGINEER IN ACCORDANCE WITH TABLE 3 FOR THE APPLICABLE FILL HEIGHTS LISTED. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4' (100mm) FOR 12'-24" (300mm-600mm) DIAMETER PIPE: 6' (150mm) FOR 30'E0' (750m 1500mm) DIAMETER PIPE. THE MIDDLE 1/3 BENEATH THE PIPE INVERT SHALL BE LOOSELY PLACED. PLEASE NOTE, CLASS IV MATERIAL RAS UNITED APPLICATION AND CAN BE DIFFICULT TO PLACE AND COMPACT: USE ONLY WITH THE APPROVAL OF A SOIL EXPERT. 5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS 1, II, 11. OR IV IN THE PIPE ZONE EXTENDING TO THE CROWN OF THE PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER, MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. COMPACTION SHALL BE SPECIFIED BY THE ENGINEER IN ACCORDANCE WITH TABLE 3 FOR THE APPLICABLE FILL HEIGHTS LISTED. PLEASE NOTE, CLASS IV MATERIAL HAS LIMITED APPLICATION AND CAN BE DIFFICULT TO PLACE AND COMPACT: USE ONLY WITH THE APPROVAL OF A SOIL EXPERT. 6. MINIMUM COVER: MINIMUM COVER, H. IN NON -TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" (300mm) FROM PLAN VIEW 00 NJ A TABLE 1. RECOMMENDED MINIMUM TRENCH WIDTHS PIPE OIAM MIN. TRENCH WIDTH 17 3U' 300mm 762mm) 15, 34' 375mm 864mm 18, 39' 450mm 991mm 24" 48' BOOmm 1218mm 6' SOmm 1422mm 36" 64' 900mm 1626mm 42" 77 1050mR 1829mn 48" 80' 1200mm 2032mm w"w1500mm 1-38.) TABLE 2, MINIMUM RECOMMENDED COVER BASED ON VEHICLE LOADING CONDITIONS SURFACE LIVE LOADING CONDITION HEAVY CONSTRUCTION PIPE qAM. H.25 (75T AXLE LOAD)' I7-48' 17 48' 300mm-1200mm 305mm 1219mm 60' 24' ED' 1500mm 610mm 1524mm ' VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER TABLE 3, MAXIMUM COVER FOR ADS HP STORM PIPE. R CLASS I CLASS 1 CLASS 11 CLASS IV COMPACTED 95% 90% 85% 95% 90% 95% 41 28 21 16 20 16 16 (12.5m) (8.5m) (6.4m) (4.9m) (6.1m) (4.9m) (4.9m) 42 29 21 16 21 16 18 (12.8m) (8.8m) (6Am) 44.9m) (6Am) (4.9m) (4.9m) F N 30 21 16 22 17 16 (13.4m) (90m) MAm) (4.9m) (6.7m) (5.2m) (4.9m) 37 26 18 14 19 14 14 (11.3m) (7.9m) (5.5m) 4.3m) (5.8m) 4.3m) (4.3m 39 27 19 14 19 15 14 (750mm) (11.9m) (8.2m) (SAM) (4.3m) (5.8m) (4.6m) (4.3m) 36' 28 ZO t4 10 14 11 10 (90omm) (8.5m) (6.1m) (4.3m) (10m) (4.3m) 43.4m) (10m) 47 30 21 to 10 16 11 10 (IOSOmm) (9.1m) (6AR1) (41) (10m) (4.6m) 13Am) (10m) 48' 29 20 14 9 14 10 10 (1200mm) (8.8m) (6.1m) (4,3m) (2.7m) (4.3m) (3.Om) (10m) 60' 29 20 14 9 14 10 9 (1500mm) ($Am) (8.1m) (4.3m) (27m) (4.3m) (3.0m) (2.7m) THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC FILL HEIGHT TABLE GENERATED USING AASHTO SECTION 12, LOAD APPLICATIONS; CLASS I OR B MATERIAL COMPACTED TO 90% SPD AND CLASS 11 COMPACTED TO 95% SPD IS REQUIRED. RESISTANCE FACTOR DESIGN (LRFO) PROCEDURE WITH THE FOLLOWING FOR TRAFFIC APPLICATIONS. MINIMUM COVER, H. IS IT (300mm) UP TO 48- (1200MM) DIAMETER PIPE AND 24' (6DOmm) OF ASSUMPTIONS: COVER FOR 60' (1500mm) DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT NO HYDROSTATIC PRESSURE OR TO TOP OF RIGID PAVEMENT. UNIT WEIGHT OF SOIL (yS) a 120 PCF 7. FOR ADDITIONAL INFORMATION SEE TECHNICAL NOTE 2.04. 4 REV.MAgMUMCOVERHUGHTS RIND Dmvv ww.I1c REV. DESCRIPTION BY MMOQ'YY CHXD ADVANCED DRAINAGE SYSTEMS. INC ('ADS') HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS DRAWING IS ^ As INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS r O1R9Rg PROJECT. NORHASADSINDESFNDENTLYVERIFIED THE INFORMATIONSUPPIIED. THE INSTALLATION DETALS PNOVMED HEREIN ARE GENERAL TRENCH INSTALLATION A OTRUEMANBLVD - RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL REVIEW THESE DETALS PRIOR TO DETAIL (BP S'MItY) HILUARD.OL404X124 Cp+STIRUCTIM It IS THE DESIGN ENGINEERS RESPOIJSMILIIY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL STATE, OR LOCAL REOUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS v.ua o-ww. e.arnM ira: Nis PROJECT. DRAWING NUMBER: $TD-101D 4: 4: 4' 4' 41 41 4: 4: 4 4 4( 4( 3� VDOT EW-1 END SECTION &OUTLET PROTECTION ----- INV OUT: 404.00 / ALBEMARLE COUNTY --GIS CRITICAL SLOPES/ TREE PROTECTION % '7�-REVERSE'S-LOPE BENCH FIRE ROAD GRADING TO REDUCE THE SIZE- �' OF THE EXISTING SEDIMENT TRAP A,,,,-�'��� ♦ _ �� 40' PUBLIC EMfRGENCY ACCESS EASEMENT DB 5542 PG 720 / POST DEVELOPMENT / �►� �' ,' DRAINAGE AREA TO BE ROUTED VIA CULVERT: To = 9.9 mine CN = 69 �` --- 4fi ____48_ CJ�O EASq�j��NCY IIARIABLE WIDTH�'�►zp'T ------ 'UBUC SWM'�ACILJTY�E►P�RgR�� - --- =AqMENT'-___ _ �► �l FIREgC _ ___ _ oP OUTLET PROTECTION SPECIFICATIONS 15 Q1 = 0.772 cfs Q2 = 1.708 cfs Q10 = 5.308 cfs 150 18" RISER CREST ELEVATION \T 432.00 BASIN BOTTOM &STABILIZED FINISHED GRADE = 426.00. RISER TO HAVE 12" LOW FLOW ORIFICE AT ELEVATION 426.1 WHICH SATISFIES THE ENERGY BALANCE REQUIREMENTS. TRASH RACK TO BE INSTALLED OVER ORIFICE OUTLET PROTECTION IS SIZE IN ACCORDANCE WITH PLATE 3.18-3 OF THE VIRGINIA EROSION CONTROL MANUAL. LD=8.5'MIN W = Do + La = 1.25 + 8.5 = 9.75' *DESIGN ENGINEER RECOMMENDS FULL CHANNEL WIDTH MIN 8.5' CL I RIPRAP O � O �0 C- CLASS RAP n � 4MIN. DEPTH cy; z /UNDERLYING F.F I z a J u- STANDARD EC-1 CLASS 1 O REQUIRED TYPE A INSTALLATION OUTLET PROTECTION MIN DEPTH OF RIPRAP = 24" A Lj DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JLT rn r Uz1--i m W H 7 " CO DO U DID Q N � O O� J> 00)) < L IE W Z> m a U = w o cidc Z C) r Oco Zwo Q O JEOa a Z v U ZO O� xw a LL °' " d Ir N F O cow N co> n ❑ cn rn O J0r U U,Oj W co Cr z -L ]E a rn U c- z 0 a DID u w a 0 z oz z oF- rF-� F- z z z CT- W W w 0 0 0 0 0 0 0 0 0 0 N N N Q N 4 N MS O, J, 0 0 0 C5 c N M z Ll D vt�cyJiiart001 ti+w1 Q z_ 0 i Q W L i a z LuC�Ow Q T Q r4 W Q -j A LL = U O P4 w W < j (A CV 0 _j LLJ Q D Q a z w 2 w J < w MW W W /U) V Q DATE: 04-17-2020 SCALE: AS SHOWN JOB: 8438 SDP: 2020-00036 SHEET: 18 OF 24 rn r Uz1--i m W H 7 " CO DO U DID Q N � O O� J> 00)) < L IE W Z> m a U = w o cidc Z C) r Oco Zwo Q O JEOa a Z v U ZO O� xw a LL °' " d Ir N F O cow N co> n ❑ cn rn O J0r U U,Oj W co Cr z -L ]E a rn U c- z 0 a DID u w a 0 z oz z oF- rF-� F- z z z CT- W W w 0 0 0 0 0 0 0 0 0 0 N N N Q N 4 N MS O, J, 0 0 0 C5 c N M z Ll D vt�cyJiiart001 ti+w1 Q z_ 0 i Q W L i a z LuC�Ow Q T Q r4 W Q -j A LL = U O P4 w W < j (A CV 0 _j LLJ Q D Q a z w 2 w J < w MW W W /U) V Q DATE: 04-17-2020 SCALE: AS SHOWN JOB: 8438 SDP: 2020-00036 SHEET: 18 OF 24 N V N I, 00 APPROXIMATE CONNECTION POINT TO PRIMITIVE TRAIL WITHIN LINEAR PARK J ALONG PROPERTY LINE WITH BELVDERE PHASE 3 BLOCK 10. PRIMITIVE TRAILS STANDARDS PRIMITIVE TRAILS ARE TO BE CONSTRUCTED TO THE ALBEMARLE COUNTY DESIGN STANDARDS MANUAL CLASS B-TYPE 1, PRIMITIVE NATURE TRAILS STANDARDS. SURFACE: EARTH MIN. WIDTH: ENOUGH TO MARK LOCATION DESIGN ALIGNMENT: 20% MAXIMUM GRADE (THIS IS A MINIMUM IMPACT NATURE TRAIL) \ i 1. OTHER DESIGN CONSIDERATIONS: TRAIL BREAKS TO PREVENT EROSION, WITH FOOT BRIDGES OVER MAJOR OBSTACLES.. VDOT NOTES: LEGEND CSTEEP SLOPES (PRESERVED) SCARLET OAK \' \\ b� \ \ `\ \ \ \ \\ \\ / / /• //i ✓/f / y y f. i SHADEMASTER THORNLESS \\ \\ice \ �•\ / / \,' . i r' ./ r . " r �' 1 j °3 HONEYLOCUST N, If NN r -. /'' --- GREENSPIRE LITTLELEAF LINDEN `\ \. \\. '\ \'iI'i I r 1 I i./'�,i• '/ .fir �'// ,, _—' _ ---- --- -- — -'' . - CD VILLAGE GREEN ZELKOVA / i • - - --- 42� \ ,\. \ \ \\' \ �\ I•\ \ / 1. ri l9FI 1 1.! I / '/ /' .ram' // ��� ,,�—'—•_ __—__ �— � \ � / ' / \\ \\ \ \ I\ SEE SHEET 21 FOR ADDITIONAL 7. \\ .\ ' �, \ \ ' \\ \. \\ 1 \ \ 'I. � F , • r ,+ ... r / / TP- DENOTES TREE PROTECTION ,,�' ,-- " � � ------ �t \ \ `\ 6' i '� \\I \�` �`�: NOTES & DETAILS FENCING AROUND TREE SAVE \.\' \I.'; AREA. SEE DETAIL ON SHEET 21. ,----' ------ ------- \ \ / \\ \ /83 \" t \ .\ \ � \ � \ \ `I ,tom � t. • ' ,.. I •. ! ' I I � I r ,'-TP- DENOTES TREE PROTECTION 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 N v N FENCING. SERVES TO DELINEATE CRITICAL O\\ \ SLOPES. AREA TO BE FENCED OFF PRIOR \ !-_\ \ v 1• O \ \ 9'� \ '. i • +` .' I 11 ( TO STARTING CONSTRUCTION. SEE DETAILA. \ \ \ :1 '1'. 1,.• \ \ \ \ N \ ` \ O li I i r' ON SHEET 21. \ \ \-------- \ .r \ \ \ N. EL EC POLE \\ I \ I 1 1 , \ \ \\ \ \\ \ \ . \ \ ,� •\'.. '. \ . \ I I / \ \ r ,, ____--\ T.B.R. \ 'v ..V. vv' v v v v I �, I vv ` 436 r v r A \ v v v --- NN II 1 \I \ \1 1 � \, � `\ " \\ \\ 1• ' I I \` — \\\ \ \ I , I \ 11 \\ I i \1 \ \ '\',., ,'\ • 't \\ \. � � \I \I'11 •I'. • I I`. 91 I Oj I I ` \\ \ \\ ' / / � \___ ` \ \ ��\ ____\\ \\ \\ \\ I I I i I II j I I 1 I 1 \ A � \ \�.\\ a\ ., ( � •..A v��v �v: t •1 '.1 .I+ � j � I J / j vV A \ // � _/ � vv vv A \ �.w I I I I 11 AV , A\ I .y .A �..v� A. :vv e ,•. ,I I 1. I I• I'� I r A \\ 1 I I I I I I I \ ; / 1 ' I I 1 / I 4 \. �\. �\ \\ \. '1' I'� ,• '.; .•.II � V' v\v A - 11 .I 'I�. •I � , I b al I I I � \ \ , / vvv \ I \ `\ \ A ` I I V A / / I I 1 1 A, I A, I. '. //// .. :v •. v v •: , I II. \. A'. A, k / 'I I � A Av .I i � I' \ I A � / vv , � \ � \ \ A cn d \ 1 1 � � I v I '.II i V .� .I� �V•'.A 'I A 'i ,I I I• I r"' Av A V \ A C)11 II I. A A" V > 'I,.A \ .. .'V• /'. I'. I I. •1 \\ •\� \\\: ` .L.• ..� I ./ I , r \ i /�( V A 1 I , ( \\\ \\ \\ 11 III II' I.1•. l \1 r / r'1.-cj t.I I I'. I .A' / f 1. ��� 1 .. 1 /' / l v k \ \\ \`\ 1. \ i i ./ ! / i i+ \ „• ,. +' l ,' h ' 'l l' i l -TP- DENOTES TREE PROTECTION -,, A vv A �' A / r ' / / ! r /. •l FENCING AROUND TREE SAVE v v. : ,/ ,,. � . / , / f I''i / . •' i' ' / /.. + (' . �' •/ . +' l '• l / AREA. SEE DETAIL ON SHEET 21. BELVEDERE LAND HOLDINGS LLC TMP 62A3-1 �_' II � yv � �% �� � / VACANT v v /� ,'�.;�� ;.� �� l /'' l�'•�'� 11 % � l l l v I / ZONING: NMD 90.78 ACRES \ \\. \ \. I\ \ `>,\ "Z li NN /t O / \ . \ \ . \' a \' C \ \ '. l l -- ••� \�. �\� `�\. e \ .\. \ \\ T1, \ '/ i :i. i•rr 1 i i / i i \\ — , Id bN \NN\ \ \ \ \ \ I, N. 'AV I. 1. AI' 41 \` \ •I� . A � "1 � � I I � / I r cb O1\ 'I � . II !I . I ' 1 � . I . � I \I . \\ \ �\ \ ' \ (1 �, 1 \ \\ \ ` I' 'I ' • � � r � / � � I I / I � / / , , '1I.I 1, .I' .1 1 )\' \ 1 , \ L•I' 1.'111� / \ , // r ,' ,' / + /' /' rr / / / ' 1� / i , \ \\ \` 1 ,. i I. i' '.L .� � • , ..,I , I I \\\ ; ' , - - � / - ; ; ; , r / � ; ; ' R , i PRPMITOIVE LO TRAATIONIL / w � � � � � �/1■ � � � fi � � �/` � �,� � � � � � orb � � � � � � s'� � � � �'� � �,i■ i w �ATCH N E., SHEET 19 k 0 30 .0 •0 ■ ■ ■ ■ ■ 1 zU o w U aN Z0 0 � > 1--0)a ,L = Q T 3 J � �1 CEw �- m �4 a Z = °� 0 oIr0 0 0 OQ zooa JZ v0 ZO 0 W w0 o> jr [L N W N �W`fJl' a > � J Q J cl) > r p fn rn OZ ~ U O w /n a o= Z = W = O a M 0 a z 0 a u u cl W a Oz Oz z z K u� 0 0 0 o O O O O 0 0 Q N o N O O O Z Lu PLTH OF Jimmy L. Taggart Lie. No. 4 0527864, 021 1eww ESSIONAL E1G Z Q ' V Q w a a w Lu W Q Z U) r m I Q W U z LLj a- cnfrNO J w (0 a Q z Lu 2 co LL > X 0 J Q Lu FrA m c� Q O of DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JLT DATE: 04-17-2020 SCALE: 1"=30' JOB: 8438 SDP: 2020-00036 SHEET: X OJ24 i 10 DRIP LINE PROTECTIVE DEVICE MAXIMUM LIMITS OF CLEARING AND GRADING PROPOSED GRADING \ / / a. IS LESS THAN 5' Un CK0P►1*6112 01rere►til»: 2111We►[.an:79will1011 TO THE LOCATION OF PROTECTED TREES Source: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976 TP TREE PROTECTION NO SCALE 0 REINFORCED RUBBER HOSE, ARBOR TAPE, OR NYLON WEBBING Plate 3.38-1 PRUNE DEAD OR DAMAGED BRANCHES. DO NOT PRUNE CENTRAL LEADER. 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 NOT MULCH AGAINST TRUNK OF TREE) -EARTH BERM AROUND BED REMOVE STRINGS, WIRE, BURLAP FROM TOP 1/3 OF BALL ON UNDISTURBED SOIL IDUOUS TREE PLANTING DET 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 STREET TREE REQUIREMENTS ® 1 TREE / 50 LINEAR FEET FRONTAGE FOWLER STREET 703.7 LINEAR FEET OF FRONTAGE / 50 = 14.0 * 2 = 28 TREE REQUIRED **30 TREES PROVIDED FOWLER CIRCLE 537 LINEAR FEET OF FRONTAGE / 50 = 10.7 * 2 = 22 TREE REQUIRED **20 TREES PROVIDED ** DUE TO LIMITED SPACE FOR HEALTHY TREE GROWTH, TWO TREES FROM FOWLER CIRCLE HAVE BEEN RELOCATED TO FOWLER STREET TREE CANOPY REQUIREMENTS 20% TREE CANOPY REQUIRED TOTAL PHASE 1 AREA = 8.58 AC (373,822 SF) OPEN SPACE = 3.92 AC (170,755 SF) I TOT LOT) NET SITE AREA = 4.66 AC (202,990 SF) TREE CANOPY REQUIRED = 40,598 SF (20%) TREE SAVE AREA = 57,714 (46,171 * 1.25) PROPOSED TREE CANOPY = 18,896 (9%) TOTAL TREE CANOPY PROVIDED = 76,661 (38%) PLANT SCHEDULE KEY QNTY. BOTANICAL NAME 7 COMMON NAME SIZE NOTE 10-YEAR TREE COVERAGE AREA (SF) TOTAL (SF) Canopy Tree GT 16 Gleditsia triacanthos inermis "Shademaster" SHADEMASTER THORNLESS HONEYLOCUST 1.5" Cal. B&B 424 6784 QC 10 Quercuscoccinea SCARLET OAK 1.5" Cal. B&B 370 3700 TC 12 Tilia cordata "Greenspire" GREENSPIRE LITTLELEAF LINDEN 1.5" Cal. B&B 249 2988 ZS 12 Zelkova serrata 'Village Green' VILLAGE GREEN ZELKOVA 1.5" Cal. B&B 452 5424 TOTAL 18,896 County of Albemarle Conservation Plan Checklist -To be placed on Landscape Plans (Handbook, pp 111-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: 61 Trees to be saved; m Limits of clearing (outside dripline of trees to be saved); 65 Location and type of protective fencing; 6d Grade changes requiring tree wells or walls; Ed Proposed trenching or tunneling beyond the limits of clearing. 2. arkia s: All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. l� No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Stornee: m Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. S. Soil Erosion and Stormwater Detention Devices: Such devices shall not adversely affect trees to be saved. 6. Fires: lb Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: Toxic materials shall not be stored within 100 feet of the dripline of pees to be saved. 8. Protective Fencin Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. m Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells; EA When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree W When 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. YE It. YEhihingp nd T onelin When trencis required within the limits of clearing, it shall be done as far away from the Ironks of Imes as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. YProtective fencing shall be the last items removed during the final cleanup. 13. DAilla "L Tre : Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER_ WITH THE CONTRACTOR ON TREE CONSERVATION 01/31/2020 (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 A U m W U -N Z � � 0 0to Jj =%^i H o)) Q tri = r T �f �W ~j m `V dO =W o C Z C) Iz- 0 zw� q OQ J2a = QZ �vci ZO xW 0 LL 0> N [L N W N ty`rJy1' Q ui o � w o W Or W v OO U J w Cam¢ z =m= T a M U a z O a U U 0 r 0 GA 0z z o r F F r z z z a w w w 0 0 0 w o U U U z z z 0 0 0 U U ,) N N N N N b Q N Q N 0 0 0 Z e N M o44$PLT//Hop `roc "97 Jimmy L. Taggart Lic. No. 2 841 44 A4oF4, 05726/1202�14w sStONAL SO Q Z_ 0 0 Q W in J a Lid 0 2 E- z � Cfl m Q Q Q J Q �3 _I LL LU O M W W o � W < 0 z U) oC c� o J W a Q D Q w �x o J Q Q z W F m W 0 a O DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JILT DATE: 04-17-2020 SCALE: NA JOB: 8438 SDP: 2020-00036 SHEET: 21 OF 24 O_ o_ O 0 CD N Buffer space W= 5 ft. 3 ft min. 6 ftmin.w/trees 13 ft min. Plant Iliv I 7 tn. min. next to roll top curb 4 to m1n. elsewhere O O (c,"';..... d s bprdde) ff the Wtltty space Is PDW,=5trUli $haft be on Gro+T)Lt7ctBd sub7rode and tre thtcknBss shall match that of the sidewalk, however• the area will not be considered part of the mlMmury w/dfh regWred for sidewalk" ff trees are planted In paved pedestrian areas. they shal/be planted In tree wells that Include a planting grate. approved by the OlstrhFAdWidstrator's Designee. However. the width OF sidewalk passing the free well stall be at least 4 feet In width FIGURE 6-DETAIL BACK OF CURBS MATERIALS TO TRENCH SPOILS TO BE PLACED ON THE GROUND TO BE GRADED BE PLACED ON THE LOW SIDE OF TRENCH TO ORIGINAL CONTOURS HIGH SIDE OF TRENCH DURING CONSTRUCTION, AFTER BACKFILL. DURING CONSTRUCTION. TOP OF GROUND �- SLOPE M COMPACTION PER COUNTY SPECIFICATION REMAINING BACKFILL SHALL NOT CONTAIN ROOK, CLOD, OH DEBRIS MATERIAL LARGER 36" MIN. .THAN. 5" IN ANY. DIMENSION. 24" MIN. . IN. INITIAL BACKFILL* (6' LIFTS) THOROUGHLY COMPACTED BY HAND OR APPROVED' MECHANICAL TAMPER. EMBEDMENT DIAMETER OF PIPE �. SPRING. LINE OF. PIPE O HAUNDHING. eebDIw 0" MAX ........ 4 MIN.... NO. 68 STONE FOUNDATION'((SHALC BE REQUIRED WHEN SOIL CONDITION5.Al2E. UNSTABLE) [ALL PIPE] NOTE: CONTRACTOR MUST INSURE THE STONE IS PROPERLY COMPACTED, ESPECIALLY UNDER THE HAUNCHES OF THE PIPE. BEDDING, BACKFILL AND TRENCH SPOIL PLACEMENT SEE STANDMAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. STANDARD MI NOTE NFRAME M COVER THE TOP OF MASONRY IS TO BE LEFT SUFFICIENTLY LOW TPERMIT PROPER ADJUSTMENT OF COVER AND FRAME TO GRADE BY THE USE OF MORTAR OR BRICK AS DIRECTED BY THE ENGINEER. SHEET 1 OF 5 REV.7/01 006. 11 I� 0 zO, ww VQ ST-1 �- fi �A _ DIAMETER" 4-8• (2 x WALL THICKNESS) SECTION B-B e BRICK CONCRETE OR CONCRETE BLOCK 45" TnP ALTERNATE TOP T-1-1 rn T-uO=-- u I I I I �00�0000�0000� 4,-10" j j �00000���00000 000000000��000 IA 4- 1-1 O4'-10" DIAMETER --I 4' 10" DI-1, 1A PC O RECOMMENDED MINIMUM HEIGHT CHART PIPE H DIMENSION SIZE CONCRETE CORE. METAL 12" 2'-fill 2'-5" 15" 2`94" 2,_8" 18" 3'-0 2' 1 2'-11" 21" Y-3 a' 1 3'-2" 24" 3'-7' 1 T-5" d. B" DOWELS 12 N5 BARS 1800 CBS. •I' GROUT 5'LONG (WITHOUT GRATE) (53 LBS.) NOTES: "� •• e 1. SEE GENERAL NOTES PRECAST FOR ADDITIONAL DETAILS. 2. CONCRETE TO BE 4000 PSI MINIMUM. NOTES: 3, REINFORCING STEEL IN ACCORDANCE WITH ASTM C-478, ASTM A-497 1. TONGUE PAID GROOVE JOINT TO BE OF FABRICATOR'S DESIGN MEETING THE (WIRE FABRIC) AND ASTM A-615 (REINFORCING BARS). APPROVAL OF THE ENGINEER. JOINTS ARE TO BE SEALED WITH MORTAR, OR 0-RING GASKETS OR BUTYL RUBBER. 4, CONCRETE COVER PAID GRATE PRE TO BE FURNISHED AS A SINGLE UNIT. 2. ALTERNATE JOINT DETAILS APPLY TO ALL PRECAST UNITS. 5. SEE STANDARD DI-1, 1A FOR DETAILS OF FRAME AND GRATE. 6. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH ALTERNATE JOINT DETAILS MANUFACTURER. SPECIFICATION STANDARD PRECAST TOP UNITS REFERENCE 05 VIRGINIA DEPARTMENT OF TRANSPORTATION 3233 02 103.03 HALF PLAN VIEW HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES L QUANTITIES SHOWN PRE FOR MMHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.785 1.437 5 OJ 0.785 1.699 6 0.9 0.785 1.961 7 1.0 0.785 2.223 e 1.2 0,785 2,485 9 1.4 0J85 2.747 10 1.6 0.785 3.009 11 1.9 0.970 3.455 12 2.2 0.970 3.817 13 2.5 0.970 4.179 14 2.8 0.970 4.541 15 3.1 0.970 4.903 16 3.4 0.970 5.265 17 4.0 1.173 6.032 INCREMENT 0.45 0582 OBTAIN TRUE QUANTITIES 2. A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. 3.INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH, 4. MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 5. IF BLOCKS ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE 5". OTHER THICKNESSES PRE 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. MANHOLE FOR 12'' - 4811 PIPE CULVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION EXISTING OR PROPOSED SIDEWALK OR SIDEWALK SPACE DI-3A, 3B. 3C EXPANSION KEYED FOR DETAILS OF INLET JONT CONST. BARS D JROAGH EXPANSION JOINT 3'-N)" FRAME 6 COVER m E BACK OF SIDEWALK JOINT GL R SEE STANDARD E-2. % BRAS G BM C „ WARPEo 4" 2" 01 y� GUTTER el m 2" BANS C 6"6"6" BARS B (D r BAR C 2„ I SUBBASE H-HI----�j--II _ HARDWARE AIRS F d o i CLOTH !+ MS F I SEE NOTE 8 i N I x STEPS.'SE NOTE 5 li g8.. 2.-0" 3._ .. 6'.A PLAN SECTION A -A �A 10' MAX. KEYED CONST. JOINT L-VARIABLE - MAX. 20'11 8. 2._6.. g„ 3•-0�. 2..WN-0 1 WARPED GUTTER I I iv I B 3 2ROACH a� I _ _ N B S G I I _ _ _} _ I BARS F BARS E I,_ B IF- (GUTTER13" DIAMETER WEEP HOLE FRONT ELEVATIONeeR- - - REMOVED) f/A, s" 5Xy4" BENT PLATE - SECTION B-B N 4 R I n n) n TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 6 CG-7 STANDARDS L2/ X2// X/4 TYPE 8 NOSE DETAIL SHALL BE USED WITH CG-2 6 LG-6 STMOARDS. GAL�iIlaT�D TYPE A TYPE B y2 X 4' STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ," AN ANGLE OF 68.30' TO ANGLE IRON AT 2-C-C, 1., T AN I T . WITH % {" T AR CONNECTORS D S 0 BE ANCHORED S UD SHE /s N TAI NOSE DE LS WELDED TO BENT PLATE AT 2'C-C. 2" APPR. PAVEMENT OF3A � L �_ DF3B L DI-3C L WARPED PAVEMENT I - � 7-r �FLOWLRW DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE N SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRIC& XVDOT STANDARD CURB DROP INLET SPECIFICATION FERENE ROAD AND BRIDGE STANDARDS REFERENCE SHEET I OF 2 REVISION DATE 12'' - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233 104 09 OB/10 vlccuuA GEF'AUTMPJ_ OF TPANSFORTATiON 302 --------- SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. I I I I I I i I - ' 1 SLOPE TO DRAIN TO INVERT OF OUTLET PIPE =CTION A -A 1F TREATMENT IN DROP INLETS SLOPE TO DRAIN TO INVERT OF OUTLET PIPE A. JE1.I IUIN E1-0 PLAN METHOD OF TREATMENT IN MANHOLES 7ECFICATION REFERENCE STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 06.08 CG-9e WI TH F CENTRANCE g I :0, I g LRAITS OF PED. ACCESS ROUTE ® o LMITS OF PED. ACCESS ROUTE UNPAVED $PACE NON-TRAVERSAB E = UNPAVED SPACE MIT ENTRANCE _ LMITS OF PED. o LIMITS OF PED. CESS ROUTE ® NO-TRAVERSMLE = ACCESS ROUTE PEDESTRIAN ACCESS ROUTE DETAIL WITH & WITHOUT UNPAVED SPACE ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS OF PEDESTRIAN ACCESS ROUTE M EXTEND BEYOND 0„ EXISTING OR PROPOSED VDOT RIGHT -OF WAY. I ' ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS �' ' °' ' �' UNOBSTRUCTED, STABLE, FIRM AND 5LP RESISTANT , �e PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A b�:o9 o9e FACILITY THAT CAN BE APPROACHED. ENTERED /ND USED BY PEDESTRIANS IF ACCESS ROUTE IS ADJACENT TO BAD( OF CURS,MNIMUM WIDTH SHOULD BE 6'. SECTION F_F- C HALF PLAN 4H IF PEDESTRIAN ACCESS ROUTES I ARE ACCESSROUTES 2•-0•1 , LE WIDTH PROVIDED, A Nd 4' WIDTH .I•^II 15 REQUIRED WITH A MAX. 2.. CROSS SLOPE. WHEN USED IN CONJUNCTION WITH STANDARD . p, • n. -6. PARABOLIC CG-3 OR CC-7. THE CURB FACE ON THIS ' CURVE $TMDMD IS R BE ADJUSTED T. MATCH THE MOUNTABLE LURE CONFIGURATION. �o:o �•c no4e NORMAL GUTTER I - ® ®-_-- - ® ";K SECTION E-E • 1:. • e. . 1:. - e. • n.� ' . e. • d. • u. • n. bbd?eY o93- iP OX TO qX CHANGE 1' _ Y. eb q4P e4 CLASS A3 (H.E.S]CONC. fill AGGR. BASE TYPE I SIZE 218 • t:. 5'-0" '-0'• A PONT OF GRADE CHANGE - 1:, • e. n 12X MAX. SLOPE , FOR CURB AND GUTTER ONLY + - •1i. • 1:. - t. W K RBUILT a x 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM IQ INTERVALS 4,e, - CONCVRRENTLY Ye �o4.9'?e SECTION C-C x x x 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVALAND 8 % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM TO' INTERVALS SECTION D-D SPECIFICATION VDOT REFERENCE STANDARD ENTRANCE GUTTER ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF 1RMSPORIATION 07/15 20302 DETAIL 1 SECTION B-B TYPE OF OUTLET PROTECTION MATERIAL MAXIMUM TY LET (FOR DESIGN STORM) MINIMUM "ill IINf HEST CLASS Al CLASS Al DRY RIPRAR 8 to. IS'. CLASS I CLASS I DRY RPRM 14 Ips 24 CLASS I CLASS I DRY RPRM 19 fps 36 DETAIL 2 SECTION A -A PLAN VIEW 0a[aIEll 111 PIC11111110111111]i0114aII 1D]\ TABLE OF QUANTITIES DI-3A. 3B. 3C TYPE L AREA OF SLOT REINFORCING STEEL Concrete BARS A 8ARS B BARS C BARS D BARS E BARS F BARS G WEIGHT Ft. SqNFt C. Yds. No, Lin. FL • No. Lin. FL • No. Lin. Ft. OF No. Lin. F No. Lin. FI. No. Lin. FL* No. Lin. FLNH lbs. 01-3A -8" 1.15 6 _ _ _ 1 V-7" 3 3•-2" - _ _ _ 6 ._22 4' 1.83 2.59 5 1'-B' 2 6'- " to W-10" 3 5'-7• 3 3'-2" 4 T-6'• 3 V-6" 4 1'- 64 ' 2.75 3.02 5 NJ" 6 6'-7" to W-10" 3 5'-7" 3 3'-2'• 4 3 1'-6" 4 11 .67 3.46 5'-6" 10 '-7" 3 3•-2" 4 3 1'-6" 4 1 B 10' 4. 5 T-6" 4 6'-7' to 6'-10"-7" 3 3'-2" 4 3 I'-6•' 4 12- 0 4� 4 5 g_6" 18 6'-7" to _ '-7" 3 3._2„ 4 9'-6" 11_6„ 4 ,_ 1/' 6.62 4.78 5 11'-6ll 22 V - 3 5'-7" 3 3'-21' 4 Il'-fill 3 1-6..4 6• 7.33 5.22 5 13•-g„ 26 .- „1. .- .. 3 5'-7" 3 3._2„ i3._6" 3 1�_g., 4 ._ .� 4 18' 8.25 5,66 5 15'-61, 30 '- " '- " 3 5'-7" 3 3•-2" 4 1 '-6" 3 1'-6" 4 •- •' 391 0' 9.I7 6.09 5 O'-6" 34 '- " '- " '- 3 3'-2" 4 17'-6" 3 V-6•' 4 1'- 438 6' 2.75 3.01 10 1•_9" 4 6'-7' to 6'-10" 5 T-7" 3 3'-2" 8 V-9'• 6 11 2 P-0'• 111 8' 3,67 3.45 10 2'-9" 8 6'-7" to V-10" 5 5'-7" 3 3'-2" 8 2'-9" 6 1'-fill 2 1'- " 158 10. 4. 10 3--g" 12 6'-7' to 6'-IO" '-7' 3 3'-2" '- " 6 1'-6•' 2 12- 0 4.3 10 d•_g,• IS '- „ '- " '-7" 3 3•.2•• 4'-9" 6 V-6" DI-3L 14' 6.62 6.7 10 5'-9'• 20 6'-7" to 6'-10••-7" 3 3'-2•' .-9" 6 I' -fill 2 16' 7.33 5.21 10 6'-g" 24 '- '- " 5 5'-7" 3 3'-2" a 6'-9" 6 1'-61, 2 - 4 t8' 8.25 5.6 10 7•-9" 28 6'- " to 6'-10" 5 5'- 3 3'-2" 7'-9" 6-fill 2 21. 9.17 6.09 10 8'-9„ 12 .. „ ,_ .. 5 5'-7„ 3 3._2,. .-g„ 6 P_6„ ._ . NOTES 1. DEPTH OF INLET IN) TO BE SHOWN ON PLANS. 7. k 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 15. THIS AREA MAY BE EARTHEN N WHICH CASE 12" C-C TO BE PLACED IN ALL AREAS ADJACENT THE EXPANSION JOINTS WILL APPLY ONLY TO 2. THE 'N" 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 OUTFALL 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH PIPE TO THE TOP OF THE STRUCTURE. 8. 3" DIAMETER WEEP HOLE TO BE LOCATED TO (H) OF 5'-2" WITHOUT PPES. THE AMOUNT PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY DRAIN SUBBASE MATERIAL. WEEP HOLE WITH DISPLACED BY PIPES MUST BE DEDUCTED TO FOR ESTMATNG PURPOSES AND THE ACTUAL 12"MI PLASTIC HARDWARE CLOTH I/4' MESH OBTAIN TRUE OUANTRIES. FOR INLETS OF DIMENSIONS SHALL BE DETERMINED BY THE OR GALVANIZED STEEL WNE,MINWUIM WIRE DIFFERENT DEPTHS ADD OR SUBTRACT 0.32 FROM CONDITIONS. CONTRACTOR OM FIELD CONO 0 5 T R! HARDWARE DIAMETER NVMBE MESH D ARE F FOR H FOOT CUBIC YARDS 0 CONCRETE 0 EACH 00 CHORE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF DEPTH. 3. WHEN SPECIFIED ON THE PLANS THE INVERT 6 OF THE STRUCTURE. TO BE SHAPED N ACCORDANCE WITH STANDARD 17, LENGTH OF ANGLE IRON SHOWN ON SHEET 1 IS-LMAT THE COST OF FURNISHING AND PLACING ALL LAC 9. ALL REINFORCING STEEL SHALL HAVE A MN. T OF 2 IS TO BE L+16" AT d_IO CBS./FT.. MATERIALS INCIDENTALT TM HMIN T E ALS O E SHAPING 5 0 BE V R COVER Of 2" I IN PRICE FOR T STRUCTURE. INCLUDED E BID CE 0 HE S UC URE 18. TR DENOTES LENGTH (1) AR. DE 0 ES LEG OF ONE 8 W. ALL STEEL TO BE CUT CLEAN OF IN THE EVENT THE INVERT OF THE OUTFALL OPENINGS B ALL OPENINGS BY 2". 19. ALL REINFORCING BARS TO BENS. 4. PIPE HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE 11. CAST-N PLACE CONCRETE TO CLASS AT 20. WHEN INLET IS USED MEDIAN, BACK OF SHALL MORTAR T SHAPED WITH CEMENT MORTAR TO R (3000 PSI). PRECAST CONCRETE IS TO BE E TO INLET IS TO BE SHAPED TO CONFORM TO T PREVENT STATURE OR PCNDNG WATER 6000 PSI. PROPOSED CURB, IN THE THE COST OF FURNISHING C:NG ALURF. AND PLACING L MATERIALS INCIDENTAL TO 12, LENGTH OF SLOT (L) WILL. WILL,EVERY CASE, BE THE SHAPING IS TO BE INCLUDED N THE BD SHOWN ON PLANS. PRICE FOR THE STRUCTURE. 13. P INLET IS CONSTRUCTED MEDIAN OR 5. STEPS ARE TO BE PROVIDED WHEN H IS WITH E CURB. CUTTER IS TO BE BE OR GREATER. FOR DETAILS SEE STANDARD ST-1. ST- ED (SEAL OM6TTED (SEE DETAIL). 6. THIS ITEM MAY BE PRECAST OR CAST -IN -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 233 12" - 30" PIPE: MAXIMUM DEPTH (H) - 81 REVISION DATE SHEET 2 OF 2 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.10 NOTES 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 9. ALL REINFORCING STEEL SHALL HAVE A MIN. COVER MAXIMUM DEPTH (H) TO BE 20'. FOR DEPTHS OF 2". LESS THAN 9' USE STANDARD DI-2A, 2B OR 2C. 10. ALL REINFORCING STEEL TO BE CUT CLEAN OF ALL 2. THE "H" DIMENSION SHOWN ON THE STANDARDS OPENINGS BY 2". PAID SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT THE PIPE TO THE 11. CAST -IN- PLACE CONCRETE IS TO BE CLASS A3 TOP OF THE STRUCTURE, PLAN LAN TITM DIMENSIONS ` (3000 PSI). PRECAST CONCRETE IS TO BE 4000 P51. PRE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS SHALL 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE BE DETERMINED BY THE CONTRACTOR FROM FIELD SHOWN ON PLANS. CONDITIONS. 13. THIS STANDARD IS INTENDED FOR USE IN CURB 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO AND GUTTER SITUATIONS ONLY. BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL 14. IF OPTIONAL CONSTRUCTION JOINT IS USED IT IS MATERIALS INCIDENTAL TO THE SHAPING IS TO BE TO BE KEYED. ALL SPLICES IN BARS V TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. A MINIMUM OF 40 DIAMETERS (20"). 15. FOR PLAN VIEW OF INLET SEE STANDARD DI-2A, 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE 2B,2C. IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED 16. FOR DESCRIPTION AND LOCATION OF DIMENSION L WITH CEMENT MORTAR TO PREVENT STANDING OR SEE SHEET 104.03. PONDING OF WATER IN THE STRUCTURE THE COST OF FURNISHING AND PLACING ALL MATERIALS 17. FOR NUMBER OF BARS A REQUIRED AND LENGTHS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED SEE SHEET 104.04, IN THE BID PRICE FOR THE STRUCTURE. 18, QUANTITIES SHOWN ARE FOR MINIMUM INLETS OF 5. STEPS PRE TO BE PROVIDED. FOR DETAILS SEE EACH TYPE. FOR INLETS OF GREATER DEPTHS STANDARD ST-1 (H) OR LONGER SLOTS (U INCREMENTS SHOWN 6. THIS ITEM MAY BE PRECAST OR CAST PER FOOT MUST BE ADDED. THE MOUNT OF -IN -PLACE. CONCRETE AND STEEL DISPLACED BY PIPES MUST 7. 94 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" BE DEDUCTED TO OBTAIN TRUE QUANTITIES. C-C TO BE PLACED IN ALL AREAS ADJACENT TO 19. FOR DETAILS AND DIMENSIONS OF CURB, SLOT, BEAM, ABUTTING CONCRETE TO PREVENT SETTLEMENT. COLLAR MD GRATE, DROPPED GUTTER LINE, AND IN LIEU OF DOWELS A 2" X 4" NOTCH MAY BE REINFORCING AND STRUCTURAL STEEL NOT PROVIDED. SEE STANDARD T-DI-3, 4 FOR DETAILED SEE STANDARD DI-2A. ALTERNATE DESIGN. 8. 3" DIAMETER WEEP HOLE IS TO BE LOCATED TO DRAIN SUBBASE MATERIAL. WEEP HOLE WITH 12" X 12" PLASTIC HARDWARE CLOTH /4" MESH OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03", NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. APPROXIMATE QUANTITIES FOR MINIMUM 9' DEPTH INLET TYPE DIMENSION L SEE NOTE 16 REINFORCING STEEL CONCRETE DI- Lin. FL Lbs. Cu. Yds. 2AA 2'-2" 609 2.77 2BB 4'-0" 647 3.06 2CC 6'-0" 685 3.35 INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FEET OF DEPTH (H) AND, OR SLOT LENGTH (U H L Cu. Yds. Conc. Lbs. Steel Cu. Yds. Cones Lbs. Steel 0.28 64 - 0.28 64 0.16 17 0.28 64 0.16 17 SCHEDULE OF REINFORCING STEEL SEE NOTE 17 BARS H BARS H1 BMS V NO REQ'D. LENGTH NO REDO LENGTH NO REQ'0. LENGTH 4(15H+D+8 3'-2" 40.511+148 3'-3" 36 STANDARD CURB DROP INLET SPECIFICATION REFERENCE 12" - 24" PIPES DEPTH (H) = 9' to 20' 233 k11411 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 EC -I NOTES: I. FOR MULTIPLE LINE INSTALLATIONS, DIMENSION 5 6 TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH M). 2. ON MY INSTALLATION RECURRING CULVERT OUTLET PROTECTION WHERE NO ENDWALL OR ENDSECTION IS SPECIFIED ON THE PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. 3. GEOTEXTILE FABRIC TO BE NSTALLED UNDER CLASS At ,I, AND II MATERIALS IN ACCORDANCE WITH THE SPECIFICATIONS. 4. S _ DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCH CULVERT. H DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX, ELLIPTICAL OR ARCH CULVERT. a 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 Ni SH IFICATION ERENCE 204 CULVERT OUTLET PROTECTION 245 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 414 XVDOT ROAD AND BRIDGE STMDAROS REVISION DATE SREET 1 OF 1 113.01 IC -2 LETTERING OPTION& 1" STAMPED LETTERS ze^ 01a 22" DIA SEE 201/y" DIA I DETAIL A yl INLET COVER II_ -mac w-If r 1 SECTION CL INLET FRAME NONSKID &UMINUM OXIDE IMPREGNATED PLATE ell THICK NEOPRENE FOAM BOND NOTES; 7T�-STEEL STEEL PLATE %" THICK STRUCTURAL COMPONENTS SHALL CONFORM MATERIAL PASHTO M222FRAME TO AASHTO M222. CI COVER SHALL HAVE A CONTINUOUS %"xY" HR FLAT BAR (WELDED TO FLASH I COVER ONLY) DETAIL A SHEET 2 OF 3 MG M STANDARD INLET AND FRAME COVER` VIRGINIA DEPARTMENT OF TRANSPORTATION 302 k1OS.o2 SHAPE TO BEVELED r WITH MORTAR z I DO NO BEVEL INVERT I L NOTES: 1. "H" MAY BE REDUCED UNTIL "X" REACHES A MINIMUM OF 4" WHERE ENDWALL WOULD PROTRUDE ABOVE SHOULDER LINE. IN NO CASE SHALL TOP OF ENDWALL PROJECT MOVE FILL SLOPE, DITCH SLOPE, OR SHOULDER. 2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 3. ALL CAST IN PLACE CONCRETE TO BE CLASS /3. FOR PRECAST SEE SHEET 101.02. 4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND ALL SKEWS(0•TO 45.1. 5. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT. EW-1 ENDWALL FOR CIRCULAR PIPE DIAMETER OF PIPE CULVERT II is" 11 21" OR 24" 27" OR 30' 33" OR 36" A 0'-6.1 0'-8•' 0'-9•• 0'-1V V-0" T-0" B 0._I,, 1'-r, r_3„ r_8.. r_9„ 2._0-- C 1,_4„ 1,_7" 1._g,. 2,-2" 2._6„ 2._g„ D r-w T.3.. r-8. 2,_0" 2,_6„ 3,_0. F 0'-6" V-8" 0'-8" O'-9" 0'-9" 0'-9. H 2._3,. 2--11" 3'_2" 3,-91, 4,-3" 4._q„ L 4._0.. 5,_0.� g._0. 8,_0., 10.-0.. 12._0„ 0 O'-11/i' 0'-11'i„ 0�_2.. 0,-2'/i' O'-3'Ii' 0'-33•i" b 0'-l" O-r/i' 0'-11/," p._2" O'-2'/i' 0-3.. CUBIC YARDS OF CONCRETE GONG. PIPE 0.241 0,492 0.697 1,319 2.067 2,947 C.M. PIPE 0.257 0,521 0.739 1.398 2,198 3.145 EW-LTA BE FLOW F 1I C 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. S. ON SHALLOW FILLS. WHERE ENDWALLS ME 1' OR LESS BELOW SHOULDER LINE. THE TOP OF THE ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE GRADE OF THE ROAD. 9. CHANTER MAY BE PROVIDED ON ALL EDGES AT MMIFACTURER'S OPTION. EW-IA ENOWALL FOR ELLIPTICAL PIPE SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE) 23"x%'" 30"09" 34"x22^ 38"x24" 42"x27-, 45"x29" 49"x32" 53N34" A 0'-8" 0'-9.1 0'-10.. 0'-it" 0'-11" 1--0" T-0" ,'-0" 8 11 1'-5" T-6" V-8•' V-9•' T-loll r-11" 1'-lr• C 1'-8" T-1r' 2•_l„ 2'-4" 2'-5" 2'-7" 2'-8" 7-9" 0 11 11-7. 1'-M.. 2'-0" 2--3" 2'-5" 2'-8" 2'-10" F 0•_g.. D'-8" 0,-9" 0._g„ 0._g.. 0._g„ 0- 0. 1., H 2'_10„ y_3" 3._7" 3._g„ 4._0., 4._2" 4._51. 4._7" L 5'-5" 7'-P' 8'-6" 91 10'-2" 10--11" IT-1" 12'-11„ S 1_lr� 2- _5 2._1p„ 3. 3._61. 3�_q., 4,_p. 4._5., d 0•-21/t' 0'-3'/(' 0'-3%1" 0'-4" D'-4%1" 0'-43'j' 0'-5" 0'-5'/2„ b 0'-2•• 0-21/, 0'-2i'i' 0'-3" 0'-3'/i' 0'-3i'i 0•.4. 0'-ayz" CUBIC YARDS OF CONCRETE CONC.PPE 0.502 0.855 1.236 1.500 1.811 2,101 2,512 2.801 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 I OF 1 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 04/19 01.01 zU o F-� m W H 7 GO O Z Q N � O 0 (0 0 rn Q LLI = �1�W �=m z a �N O U a W � Z U ~a: 0 O 0 Z UU-1 Q W UQ Jam¢ JZ COU ZO 0 Ir Up a I�1 � w LL Z_ o> N d W N N �W`EJI' a > In GO J N > O T% > n On on 4 AOA�// �O� I--6� U IU,_j W (n Tn OC z _�= a an C) D_ Z O F_ Oc U W 0 a 0 z 0 z Z 0 r F- H F- Z Z Z d W W W 2 2 2 2 2 2 0 0 0 0 Z Z Z > > > O O 0 ry n ry F N N O C3 N N l0 � N O N O O O Z N M �O$��PyT/HAf/O'p Jimmy L. Taggart Lic. No. 22841 W4 A�O��OS/25/2021 �1�w BgrONAL E� Z (5 101 W J Cc W � W Q T_ Q LU ILL IZ = U 0 NO w A Q w ( U Q 1Z LU 2 L.L J a Uj F In cQ L DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JLT DATE: 04-17-2020 SCALE: NA JOB: 8438 SDP: 2020-00036 SHEET: 22 OF 24 ATTACH 42" SAFETY RAIL TO TOP COURSE OF FINISHED WALL BLOCK BY APPROVED STRUCTURAL METHOD -� CAP BLOCK CI_ O N 0 O N FENCE OR RAILING (DESIGNED BY OTHERS) - SLEEVE AND NON -SHRINK GROUT AROUND POST SLEEVE INSTALLED DURING WALL CONSTRUCTION TYPICAL RETAINING WALL WITH FENCE CROSS SECTION PROPOSED WOODEN SCREENING FENCE N.T.S. NOTE: OR APPROVED EQUAL BY COUNTY OF ALBEMARLE NOTE: SEE RETAINING WALL PLANS UNDER SEPARATE COVER 5' 4" 3000 PSI CONCRETE -III III III -III a ` III III IIIII I_II II n11 III 1 III -I II 1 4 VDOT 21A III III III III STONE BASE TYPICAL SIDEWALK SECTION N.T.S. MULCH MAINTAIN POSITIVE DRAINAGE c S TYPICAL TRAIL SECTION CLASS B. TYPE 1 N.T.S. OPTION: WWF (4X4 OR 3X4) CAN BE ADDED BETWEEN POST AND FENCE BOARDS IF ANIMALS ARE BEING CONTAINED PER OWNER'S REQUEST. W O.C.; TYP. PLAN 4 X G X G POST; I" WASH ON TOP. SET P05T A MIN. OF 3' IN GROUND. SECURE P05T WITH QUICK DRYING CEMENT (OR EQUAL). G" HALF -ROUND OR 4 X 4 P05T CAN BE 5UB51TUTED FOR THE 4XG P05T SHOWN AT OWNER'S REQUEST. FENCING TO BE CENTERED ON COLUMN EXISTING GRADE END -SECTION 12" - 60" PIPE HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION µ - - E �I CONCRETE TO BE LLL JJJ 4000 PSI MINIMUM PLAN\\ tifi9�[tlB�0/ DIAMETER OF PIPE FA E END VIEW END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12" 4" 2'-O" T-O" 4'-0" 2'-0" 15" 6" T-Y T_g 4P_0` 2_V 18, g.. 2._3" 1._1.. 4'_0" 3-O" 21" 91 " T-11" 2'-1" 5'-O" 3'-6" 24" "A'. T-T' 2'_6" 61_11, 4'_0' 27'' 10N.. 4'-0" T-V 6'-1" 4'-6" 30" 1'-0" 4'-6" 1'-7" 6'-1 " 5'-0" 33" V-P/a' 4'-10Y2' T-31/4" 7-1Y4" 5_6 36" T-3" 5'-3" 2'1D " 8'-1 " 6'-C" 42" 1'-1" T-3" T_Iv 8'-2" 6'-6" 48" 2 6' -0" 2'-2" 8'-T' T-0" 54" 2�_3�� 5:_5�; 2�_g1 .. V-21 7_V 60.11 T-11" 1 5'-0" 1 N-3" 8'-3" 8'-0" ALTERNATE END -SECTION 12" - 60" PIPE ES-1 HUB END ON OUTLET END -SECTIONS SPIGOT END CA INLET END -SECTION CONCRETE TO BE LLL E JJJ 4000 PSI MINIMUM PLAN C B APPc FABRIC A D - PAY LINE - SECTION X-X END VIEW END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12" 4" 2'-0" 4'-V W-V 2'-0" 15" 6" 2'-3" T 10" V-1" Y6" 18" 9" 2'-3" T-10" 6'-1.. 3'-0" 21" 9" 2'-11" 3'-2" 6'-1" 3'-6" 24" 10" 3'-7" T-8" 6'-3" 4'-0" 27" 101/z" 4'-0" T-1%2" 6'-T 4'-6" 30. 1'-0" 4'-6" V-7Y'4" 6'-1 " 5' -0" 33" 1'1%2" V-1011 3'-31/4" 8'-%" 5'-6" 36" T-3" 5'-3" 2'-11 8'-1 " 6'-O" 42" 1'-9" 5'-3" T-11" 8'-2" 48" 2'-0" 6'-0" 2'-2" 8'-2" T-0' 54 2'-3" 5'-5'' T-11" 8'-4" 7'-6" 60"1 T-6" 1 5'-0" 1 3'-3" 1 B'-Y' 1 8'-0" LENGTH OF PIPE ��� PAY LINE SHOULDER Ce 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 CULVERT - THE DIFFERENCE IN DIMENSION "0". SLOPE DETAIL SPECIFICATION REFERE"ALE FLARED END -SECTION FOR 12'I-6011 CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 7/01 02.01 BARS 0 8" C-C TYP. STRUCTURE SIZE AND WALL THICKNESS VARIES PLAN :5_7 CLASS A3 CONCRETE CLASS A3 CONCRETE SECTION A -A SECTION B-B NOTES I. STANDARD SL-1, MANHOLE SAFETY SLAB, IS 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 SHALL BE 8' TO 12' WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW PINY INLET PIPE OF 30'' DIAMETER OR GREATER. 2. THE COST OF THE SL-1 IS INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST IN PLACE DRAWINGS FOR FURTHER DETAILS 3. ACCESS OPENINGS ME TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ME TO BE STAGGERED ACCORDINGLY. g�� # 5 BARS 0 8" C-C TYP. 4. SAFETY SLAB MAY BE CAST -IN -PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE 15 TO BE A4 (4000 PSI). REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31. 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG). TYPICAL PRECAST UNIT SPECIFICATIONTYPICAL CONCRETE SAFETY SLAB REFFERENCEERENCE 302 FOR DROP INLETS, MANHOLES AND JUNCTION BOXES REV. 7/11 VIRGINIA DEPARTMENT OF TRANSPORTATION 106.14 CD -2 LIMITS OF PAY FOR t0 OUTLET PIPE TOP OF CUT CO`Nf. - SUBGRADL' TOE OF FILL COMBINATION N• FILL UNDERDRNN DITCH ITYPICALI�" TT SHOULDER ENE LINE lL EDGE OF PAVEMENT CROSSDRAIN CD-2 ON FILLS I 1-I-�90. TRAVEL LANES CENTER LINE SECTION ---,---4---T` -y---------4----- (WITH TYPE 1 SELECT MATERIAL) I1.41 EDGE OF PAVEMENT TRENCH PLACEMENT TF SHOULDER LINE YNCIALI444 TOE OF FILL PAVEMENT SURFACE & BASE / 0 0 0 0 0 0 0 o SUBBASE 0 0 0 0 0 0 0 0 0 o LIMITS OF PAY FOR OUTLET PIPE e.o. o.o•e.e.ei. o•o.4i•ei•e. o-o •o •o•o-o-o-o-o-o- o o -SELECT MATERIAL TYPEIORIE PLAN VIEW SHOWING PLACEMENT OF = CD-2 CROSSDRAIN = 057 AGGREGATE. 08 AGGREGATE OR CRUSHED GEOTE%TILE GLASS MEETING #8 GRADATION REQUIREMENTS. DRAINAGE FABRIC NON -PERFORATED OUTLET PIPE OR w-PAVEMENT SURFACE & BASE TYPE OF PIPE CRUSHING STRENGTH *W,T „NC*1 DIMETER INW.T. 6" NOM.DIAMETER SMOOTH WALL PVC .103 0.153 SMOOTH WALL PE 70 PSI XXX 70 P51 *N'M 0 0 0 0 0 0 0 o SUBBASE OR CEMENT STABILIZED SUBBASE 7GE0TEXT!ILE . o •- SELECT MATERIAL TYPE) OR SWGRADE*WALL THICKNESS (MINI -ACHES o o (CEMENT OR LIME STABLIZE01 *** TESTED ACCORDING TO ASTM D-2412 AT 5%DEFLECTION. #5] AGGREGATE. #8 AGGREGATE OR CRUSHED GLASS MEETING #8 GRADATION REQUREMENTS. I•-o'. GENERAL NOTES 1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLET PPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 % WN.(3% DESIRABLE) GRADE. BRIDGE SUBBASE 3. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE CO-2 OUTLETS FOR CROSSORANS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP CD-2 5'-0" INLETS OR MANHOLES. 5'-0" S12ERN0 218 6GATE EMIN MATERIAL DEPTH)TY� 4. ON SUPERELEVATED SECTIONS, TRENCH 6 TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. 5. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF V-0" MOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 CROSSDRAIN AT 6. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ME TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET WE, 7, OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. SPECIFICATION XVIDOT REFERENCE STANDARD CROSSDRAIN ROAD AND BRIDGE STANDARDS so (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE SHEET 1 °F 1 sot 701 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/16 10805 2016 ROAD & BRIDGE STANDARDS CD-1 CUT nA- PAVEMENT SUBBASE FILL UBGRPDE COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS CENTER LINE SECTION (WITH TYPE 1 SELECT MATERIAL) TRENCH PLACEMENT �- PAVEMENT SURFACE & BASE 0 0 0 0 0 0 0 0 o F SUBBASE -o-o-o-o-o-o-o-o-o-(i-o-o- FSELECT MATERIAL TYPEIORIE o-o-o-o-o-o-o-o-o-o-o-o 0 1-0' #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GLASS MEETING #8 GRADATION REQUIREMENTS LIMITS FOR ET PIPE TO WITH 45- W 1'-0" PLAN VIEW GEOTEXTILE DRAINAGE FABRIC (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR t PAVEMENT SURFACE & BASE 0 0 0 0 0 0 0 0 0� SUBBASE OR CEMENT STABILIZED SUBBASE MATERIAL TYPE I OR SUBGRADE "oi , ioeFSELECT :�: o1(CEMENT OR LIME STABILIZED) OEOTEXTILE ••• MGLA57 AGGREGATE, #8 AGGREGATE OR CRUSHED DRAINAGE SS MEETING #8 GRADATION REQUIREMENTS. GENERAL NOTES FABRIC p-p^ 1. UNLESS SPECIFICALLY INDICATED, COMBINATION UNDERDRAIN WILL NOT BE LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ARE STABILIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. 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 %MIN. (3 X DESIRABLE) GRADE. TYPE OF PIPE CRUSHING STRENGTH .T 4" NOM. DIMETER W.T. e" NOM. DIAMETER SMOOTH WALL PVC 1.103 1 10.153 SMOOTH WALL PE 1 1 70 PSI )6)()f 1 70 PSI *M* 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERORAINS, THEY ME TO BE LOCATED SO AS TO GRAIN INTO DROP INLETS OR MANHOLES. 5. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH CUTLET PIPE ON LOW SIDE ONLY. 6. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF 1•-0" 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. )00(TESTED ACCORDING TO ASTM D-2412 AT 5 % DEFLECTION. B. OUTLET PIPE TO BE SECURELY CONNECTED TO E(1(-$OR OTHER DRAINAGE STRUCTURE. STANDARD COMBINATION UNDERDRAIN I SPECIFICATION REFERENCE REV 8/07 (AT LOWER END OF CUTS) 5232 01 418.04 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 101 WP-2 (AS T EXISNG FIELD) 1 I (AS OF EXI N FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS - 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%z NCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) >; 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 N ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET MART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF ILA D AINCHES AREPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENNG SURFACE COURSE, UNLESS WAVED BY E ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE M 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. XVDOT ASPHALT PAVEMENT WIDENING SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF + REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 m� nn VIRGINIA DEPARTMENT OF TRANSPORTATION EW-12 A L SLOT DETAIL GUTTED FOR EASY I REMOVAL) A IC PLAN MIN%STEEL OR OB INCH MIN.RIVETS ALUMUNUM OR STEEL OR BOLTS ALUMINUM PLATE COMPATIBLE WITH POST MATERIAL PIPE COUPLER TO BE CAST INTO ENDWALL. COUPLER MUST BE FLUSH WITH OUTER SURFACE OF D EW-12 AND PROVIDE A POSITIVE CONNECTION FOR U-TYPE ROLLED THE OUTLET PPE (4" OR 6"L RAIL STEEL POST I ( AT 1.33 LBS./FT. OR elel I LI 6 Ik H - ALUMINUM Y 6B63- _ T6 GM W63- LBS T. MIN. J 1''0" UNDERDRAIN OUTLET i MARKER DETAIL SECTION A -A NOTES: I. TYPICAL ENDWALL TO BE PLACED AT THE ENDS OF ALL UNDERDRNN OUTLETS, BARRING LOCATIONS WHERE UNDERDRAIN IS TIED INTO OTHER DRAINAGE STRUCTURES. ENDWALL TO BE INSTALLED PERPENDICULAR TO ROADWAY AND FLUSH WITH THE SLOPE. PIPE I.D. SLOPE DIMENSIONS CLASS A3 CONCRETE CUBIC YARDS 2. OUTLET PIPES SHALL BE RIGID NONPERFORATED, SMOOTH -BORE PIPE, MEETING THE REQUIREMENTS OF 70 PSI TESTED ACCORDING TO ASTM 2412. 3, EXPANDED STEEL MESH (FLATTENED) SHALL HAVE OPENINGS OF APPROX. I/2" X 1" AND WEIGH APPROX. 0.82 LOS PER SO. FT. MESH SHALL BE GALVANIZED N ACCORDANCE WITH ASTM A-123-THE MESH SHALL EXTEND A MINMUM OF 1" ABOVE THE O.D. OF THE PIPE, AND IS A BARRIER FOR RODENTS, ETC. THE SLOT FOR THE STEEL MESH IS TO BE CONSTRUCTED SO THAT THE MESH CAN BE REMOVED FOR CLEAOUT PURPOSES. 1. THIS )TEN MAY BE PRECAST OR CAST IN PLACE. S. STEEL POSTS AND PLATES TO BE PANTED OR GALVANIZED IN ACCORDANCE WITHTHEROAD AND l H V' 2�1 2'-S 1'-2 0.19 4" 3:1 T-31 " T-1 0.25 4" 4:1 4'-5" 1'-P 0.30 6" 21 2'-+ 1'-5 0.20 8" 3:1 4'- " V-4 0.30 6" 411 5'-3•' T-3 .' 0.38 BRIDGE WHITE PAINT. v F. NTED I HE FHAL COAT SHALL BE 40. a . Urmin�I P. OR 6. MARKER TO BE PLACED AT ALL EW-12 UNDERDRAIN INSTALLATIONS. 7, MARKER WILL BE PAD FOR N ACCORDANCE WITH SECTION 501 OF THE ROAD AND BRIDGE SPECIFICATIONS. XvooT STANDARDORIGNAL ENDWALSIGNED DRAWING IS IN THE UNDERDRAIN SPECIFICATION ROAD AND BRIDGE STANDARDS SLEET 1 OF 1 REVISION DATE 233 101.32 01/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 7U o A E w GO �o U -° Z GO N � 0J5 r^ < T - f Cc IL ~ m Q O a W o 0 (D 0 ¢ UBE w oQ Z�Q J Z v U ZC O Fil W a Mf u-Z_ V) 0> N w N IIJ N -L�i`•fJ•11' Q C Ed NO H.: C?J > n C) GO CY 4 NO Z H- rl U C) 0 w 6) Ug EE Z = C, = O O_ M U D_ z 0 d OC U 0 H 0 Oz 1.4 0 H- z z z d_ W W W vi W000 V LJ U z z z 0 0 0 U V U N N N W N N N Q Q N O N 0 0 0 0 c N (YI z ��o���PLTH OF p/ "�7 Jimmy L. Taggart Lic. No. 4 A�22841 O.N�,O5/25/2021 �ti}�� SSIONAL E� Q z > W ' /� J Li / Q W ILL Z QQ _J< a U O E- w < Z Q W N 00 J ui c9 �_ H Q p Q z z LLI 2 J H Q LMLI 01 W 1- (7 Q 2 O 01 DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JLT DATE: 04-17-2020 SCALE: NA JOB: 8438 SDP: 2020-00038 SHEET: 2/3 OF 24 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. TOT LOT DETAILS NOT TO SCALE OPTION: WWP (4X4 OR 3X4) CAN BE ADDED BETWEEN POST AND FENCE o BOARDS IF ANIMALS ARE BEING CONTAINED PER OWNER'S REQUEST. � 8' O.C.; TYP. � r WIRED BACKED PLAN DROPOSED WOODEN RAIL TOT LOT FENCE 4 X G X G POST; I " WASH ON TOP. SET +TS POST A MIN. Of 3' IN GROUND. SECURE POST WITH QUICK DRYING CEMENT (OR EQUAL). G" HALF -ROUND OR 4 X 4 POST CAN BE SUBSITUTED FOR THE 4XG POST SHOWN AT OWNER'S REQUEST. PENCE COLOR: BLACK GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 2a" IN INITIAL BACKFILL za' IN a" e" a all MIN MIN. \ IN. MIN. 6" BEDDING * 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 a'MI INITIAL BACKFILL aMl UNSTABLE SOIL\ MIN. MIN. MIN MIN. g68 STONE RANULAR FILL AS �APPROVED BY ACSA -.•-•-<.;;.r.-' STA TICK 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" UFTS. 4.140 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 FIQ W-2 TD-2 FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA .' 1'-O" MAX 2 -p" RUBBER COATED STEEL MIN STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 1T. 14 IN "0* RING SEALS 6 16' MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" m 4'-O° FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE •' VARIES FILLETS CHANNEL TO BE ll 3/4 DIAMETER OF CONTRIBUTING SEWER, 12" A FILLETED INVERT OR A SM0!=MIM TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. .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 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 0.2' HIGHER THAN THE TOP CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO E MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL IS 2% (1/4" PER FOOT ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF MAIN LINE SERVICE LATERAL SECTION 46'0'O" IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTIES- VILLE THREADS WHICH IS THE LOCAL STANDARD. zs LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 18"-2Y 7 CU. FT. ALYE Box I68 STONE 42"MIN "' �• ,' 6" GATE •F VALVE . ' TEE S 2500 P.SI. CONCRETE +� ••L •'•�e:? I BABE ANO THRUST ° L • } •; `I"�''' BLOCK AGAINST \\V// UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURSE ORIL WHEN RESTRAINED JOINT FITTINGS 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 Z 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. S 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-5 PLACE W GALVANIZED ' WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT d. TO HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE c 11 r Y I ADJUSTABLE TRAFFIC RATED II II VALVE BOX W/ LID z u f a = N a --- M.J. GATE VALVE WATER UNE 1 2500 P.S.I. CONCRETE' 8 a 2'x 2' BEARING AREA. THRUST BLOCK ', G a, < A ra NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TO-9 I- w z 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN o t \\ V7 T BRANCH 12" L I �— Oe 4 2" A7 FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL IT_ BE CORED AND A FLEXIBLE CONNECTION " BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE — IN NTS FIG. S-I-B TD-27 MATERIAL ANY 8"MIN INTIAL BACKFILL^ EMBEDMENT (I LIFTS) N THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER H AUNCHING NO. 68 STONE _ _ BEDDING 6" max 4" min IREWIRED OUNOATION SHALL BE WH N SOIL CONDITIONS ARE UNSTABLE NOTE : 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. Z 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-INHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE' TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 P COMPRESSION " 3/4• MALE PIPE COUPLING OR APPROVED EQUAL TYPE PN• SOFT r COPPER FOR USE ON ATTACHED SINGLEFAMILY RESIDETDAL SERVINGSDUAL OR OVAL RESIDENTIALAND AND IRWCARON SEANCES. ft-A. TEE NE NO SWFA1Fp f111BNS � 2, DUAL SERVICE 1' CO1pEiSICN A 3/4' MAZE PPE Ca IMum, OR APPROWC MAL Y TYPE W SOFT COPPER M MS ON DVACHED SINGLE FAMILY RE�QIIUL 4RNLE NHERE AN IRRICAWCN raTFW W NR PROVIDED. SINGLE SERVICE NOW.. 1) SADDLES SHALL DE VmID ON EMS PPE. rcrsr WDx uD W91ED GRADE Ir-1 BALL METER am AM s al�N A YM. COFPERSETIFA 1/0 BDO MNII a-\ 1°S,- NEW ORAWON STOP •3?k^'{ 1-1at`1"i BRICK As �A�MrI •'C �i:.SK''y^: NECESSARY sAMD aR Dusr uuom A$T»"" ' ,:. '''�„` :✓* 4 OmEIEN qWN APE, IY 4"IIIYIALM�MItlONE55)2-INCH 1K1'It >![O YW u6 dl 1F TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 9t S E r N6 3 E 6 of E U C n z� 1 I z �4 `w A 0 NP 0 0 N pppp TYPICAL MANHOLE FRAME &_ COVER N.T.S FIG S-I-D TD-31 M) ,• ([��;; ) IOU xwa 11/p e°MGLrRa'X iE(am�.,.) a, a t/2' NA CNRIWLG 0 IBBBmm] t [memm] 20 T/1B• LN Damm1 II 11e"."1 o D II f 14mm1 26, 1]/tY [3BmIlIj FRAMEl♦ECTION DID—]] A wmcD uma r ® DB.I SP,C)1 qqr 3[Ts„/.sj [[II�]-i 2 1/B• 3 13/18' 11 a/e 0/18' O.D. OFCRT "B"pOWE CY BMT [14mm] SECTIONVIEW 1/4' (&nm) DA RE ARRMMY NEOPRENE GASKET MAIL rf (2) NSW ,/,S K S/B K , 1n WP91015 M MRm 18W' Nv 1 S�• EBBER NIX [3m 5 "DKIPns 1N00' [41mm PMf/ ..1 SO 11Yt t ss IIF- n 1 1/s' (9mm) DM BOSS Lamm 11�„ .N NW. BTAY1^S san. ROp IPi NSRR 5/8 10 Im OD as p(AN WEN I PAIR/ M051319 PICA®AR elEK3aua LKKE DETAIL NOW, KIRIIX a,L 3N M11f 1. ALL MANHOLES WTHIN ISO YEAR FLDODPLNN OR LOCATED IN AREAS SLBDOT TO FUDODNO SHALL NAME WMTFROWT FWM1E a LOMFA " / �812"' 2 ALTERNATIVE DESIGN FOR WATERIKNT COMERS WLL � W YW Nr'RM 5/8-11 M 7DERE➢. S COVERS SHALL BE FIXED TO FRAMES WIN LOOKING LLaS CR 9YIIAft A4a1BLY. EASIER WF51ae (2) IRM LOOK WG PICAL WATERTIGHT BHaRn PNW/ COLR35B MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S4-E TD-32 COVER LIFT NOTCH 14 1/2" 12 1/2" 12 3/8' WATER • M. CAST IRON LID 18" METER BOX 'V+1ry 4 ,Nk NI� M1A IS' •. „ : 6" EXTENSION 6" PIPE SLOT (2 PLACES) NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE UD FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 VARIES VALVE BOX 4" DIAMETER BRANCH AND VALVE J. PLUG VARIES WATER MAI RESTRAINED JOINT FITTINGS ON—LINE (TYPE "B") VARIES THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC b CAP T LUBRICATE ALL THREADS THRUST BLOCK 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. WITS TD-19 NISHED GRADE AIR RELEASE VALVE BRASS OR BRONZE PIPE �ARLONZE GATE PF PHOSSIBLERADE VEE I, BRICK SUPNORTS OR SOLID CENT NT BLACKS CRUSHED STONE COPPER" SOFT CORPORATION STOP NOTES 1 A PRECAST MANH OLE CONE AND COVER WITH WATER CAST S, FOR TRAFFIC AREAS, A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS ORR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER TH_V 12N 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 M-20 TD-35 CID n U o m W Ud-° Nv g O 0(D C) H 00)) ¢11S T T W Z > Qi 00 ¢w o 01 Ir Z C)� O Z w � 0 OQ JV¢ IQQjl, QZ 2 VIo 3: ZO O> W. x LLZ 04) O> N CL W N N Q > n W O W J O r ❑ U rn 0JOr F3/il U w W W co rn ¢ Z = CID OD = O a rn U a z 0 a s V 0 r z O z z 0 I- I- z z Cl- w w w z 2 2 2 u 2 2 2 0 0 0 0 z z Z 7 7 n 0 0 0 CD N CD O Q N N b 0 N o 1�1 C3 CD 0 0 c N M z rllgart D Lic. No. 22841 Al A�OA�05/25/2021 Oti}w aSIONAL E� Q_ Z 0 Q_ W LU LO (Y Lu � W Z ! ) m Q vi T JQ Q LU 0 = U 0 C/) LLI D- E— (1) crCV0 w A J ED (D F- Q 0 Q Z W 2 LL J Q o �yw Ir W LU 0 Q Q. DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JLT DATE: 04-17-2020 SCALE: NA JOB: 8438 SDP: 2020-00036 SHEET: 24 OF 24