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SUB201900170 Plan - Revision 2021-01-19
SITE DATA OWNER: BELVEDERE LAND HOLDINGS LLC PO BOX 7505 CHARLOT7ESWLE, VA 22906 DEVELOPER- NEW BELVEDERE, Inc. 610 WEST RIO RD CHARLOTTESWLE, VA 22901 PLAN PR£PARER: ROUDABUSH, GALE, & ASSOCIATES 914 MON77CELLO ROAD CHARLOTTESVILLE, VA. 22902 (434)-977-0205 TAX MAP PARCEL NO: 0 200-00-00- 1 6 0 6D0 PARCEL AREA: 15.00 ACRES ZONING.' R4 RESIDEN77AL (THIS PARCEL IS NOT PART OF THE BELVEDERE AMA-2004-0007) STEEP SLOPES - MANAGED STEEP SLOPES - PRESERVED CURRENT USE: VACANT R4 STANDARD DENSITY.- 4 DU/AC ALLOWABLE DENSITY: 4 DU/AC + 5% DENSITY BONUS CREDIT FOR MAINTENANCE OF EXIS77NG WOODED AREA (1.52 ACRES SEE LANDSCAPING PLAN) 4+(4*0.05)=4.2DU/AC PROPOSED USE., STANDARD LEVEL CLUSTER DEVELOPMENT 5 SINGLE FAMILY DETACHED + 38 SINGLE FAMILY ATTACHED = 43 TOTAL LOTS PROPOSED USE DENSITY 43 LOTS115 ACRES = 2.87 DU/AC MINIMUM LOT SIZE PERMITTED. N/A MAXMIMUM BUILDING HEIGHT- 35' REQUIRED OPEN SPACE (259).- 259 * 15 ACRES = J..75 ACRES FOR THE ENTIRE PARCEL OPENS SPACE PROVIDED: 380 ACRES (OPEN SPACE A, B, C) + 0.07 ACRES (TOT LOT) = 3.87 ACRES TOTAL PROVIDED > 3.75 ACRES REQUIRED OK (232 ACRES IN PRESERVED SLOPES = 60Z OF PROVIDED OPEN SPACE) m ...............I mm IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII I IVIII IIIIIIIOIIIIIIpII �IIIIOOI-II IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII ��I IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII I IIII. /IIIIIIIIIIIIIIIIIIIIIIIIII TMP PARCEL 16 ROAD & UTILITY PLAN SUB 2019 00170 RIO MAGISTERIAL DISTRICT, COUNTY OF ALBEMARLE, VA NON -/HELL SETBACKS 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 TABULATION 5 SFD LOTS 0.92 ACRES 38 SFA LOTS 239 ACRES RIGHT-OF-WAY* 1,48 ACRES TOT LOT** 0.07 ACRES OPEN SPACE PHASE 5A** 3.80 ACRES FUTURE PHASE 5B 6.34 ACRES TOTAL 15.00 ACRES MAGISTERIAL DISTRICT RIO MAG/S7ERIAL DISTRICT STORMWATER MANAGEMENT SEE VSMP SUBMITTED UNDER SEPARATE COVER. WA TERSHED: UPPER RIVANNA RIVER BOUNDARY SOURCE.' PLAT DIVISION OF DUNLORA0 PREPARED BY W. MORRIS FOSTER, LAND SURVEYOR, DA7ED NOVEMBER 1, 1965, 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 S17E VISIT AND DESIGN PROFESSIONAL'S OPINION, THE SURVEY IS S77LL ACCURATE TO THE EFFECT THAT THERE ARE NO EVIDENT VAR/A77ONS BENCHMARK: FIRE HYDRANT 455.10, RIGHT FRONT BONNET BOLT, AT CORNER OF FOWLER S7REET AND FARROW DRIVE DAR NM.' HORZ.: NAW 88,' VERT.: NAD83 FLOODPLAIN: THIS PROJECT IS LOCATED W7TH/N "ZONE X" AS SHOW ON FLOOD INSURANCE RATE MAP. COMMUNITY PANEL NUMBER 510003C 0279 A EFFEC77VE DA7E.-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 EXISTING ON -STREET PARKING SPACES REPLACED AT FOWLER STREET & FARROW DRIVE 1WERSECUON = 4 SPACES 100 PARKING SPACES REQUIRED (MINIMUM 14 ON-S7REET GUEST PARKING SPACES REQUIRED) PARKING PROVIDED: SM. 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 RECREA7ON SPACE REQUIRED' 200 SF PER UNIT 43 * 200 = 8,600 SF R£CREA77ON SPACE PROVIDED = 2,800 SF A077VE RECREATON SPACE 110,174 SF PASSIVE RECREA7ON SPACE (OPEN SPACE C W/ TRAIL) 112,974 SF TOTAL RECREA7ON SPACE PROVIDED RECREATION EQUIPMENT AND FACILITIES, INCLUDING THE TOT LOT SHALL BE MAINTAINED IN A SAFE COND/77ON AND REPLACED AS NECESSARY. MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE HOMEOONERS ASSOC/A770N. RECREA77ONAL FACIL177ES SHALL BE COMPLE7ED WHEN FIFTY PERCENT (50X) OF THE UNITS HAVE RECEIVED CER77RCA7E OF OCCUPANCY. LANDSCAPING: SEE LANDSCAPING PLAN SHEETS FOR MORE DETAILS LIGHT7NG.- ALL PROPOSED LIGH77NG WILL NOT EXCEED 3,000 LUMENS EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE IN177AL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDEN77AL DISTRICTS AND FROM ADJACENT ROADS ALL OU7DOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDEN77AL DISTRICTS AND AWAY FROM ADJACENT ROADS NO EVIDENCE OF A BURIAL SITE WAS FOUND ON SUBJECT PARCEL. NO STREAM BUFFERS) ARE PRESENT ON THE SUBJECT PARCEL. THE SUBJECT PROPERTY IS NOT LOCATED WTHIN AN AGRICUL77JRAL-FORESTAL DISTRICT. THIS SI7E IS NOT LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. L C 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 3.2. ROAD & UTILITY PLAN SUB-2019-00170 3.3. EASEMENT PLATS B-2 2 - 1 U 0 0 00 23 3.4. STORMWATER MANAGEMENT PLAN WPO-2020-00034 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 HEET 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 SHEET 10-------- ROAD PLAN & PROFILE - FOWLER STREET SHEET 11--------- ROAD PLAN & PROFILE - FOWLER CIRCLE SHEET 12--------- ROAD PLAN - TEMPORARY FIRE ROAD SHEET 13--------- ROAD PROFILE - TEMPORARY FIRE ROAD 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 LEGEND EXISTING INTERMEDIATE CONTOUR 332-- EXISTING INDEX CONTOUR - - - _a06 - PROPOSED CONTOUR 20 EXISTING EDGE OF PAVEMENT EX. EP PROPOSED EDGE OF PAVEMENT EP EXISTING CURB AND GUTTER EX. C&G PROPOSED CURB AND GUTTER CG-6 TRANSITION FROM CG-6 ROLL-TOP CG-6 ROLL-TOP EX. 15" RCP EXISTING STORM SEWER ®: ® 1: w7I - : I Im PROPOSED STORM SEWER 15" RCP I EXISTING SANITARY SEWER -• -• -. -. -. -. - PROPOSED SANITARY SEWER PROPERTY LINE EASEMENT LINE ----_-___-________-_--. CENTERLINE - - — - — -- LIMITS OF CLEARING AND/OR GRADING uomnnouuuuu000nomn EXISTING SPOT ELEVATION +12.0 PROPOSED SPOT ELEVATION +1Z0 L:36y1I? I:T#1 T12VNI EXISTING TREE r Y EX. 15' OAK PROPOSED TREE ` OAK EXISTING WATERLINE PROPOSED WATERLINE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING WATER VALVE PROPOSED WATER VALVE PROPOSED WATER METER 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) C 1,234 VPD T THIS HAND MARKED SET OF DRAWINGS HAS BEEN 'REDL/NED" 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 "CONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWN". NAME, TITLE FOR: DA7E TRACTOR) A m 6 1� FW- r ` cn o -rn z d C' lj �2 ~ rn < L C� T Qi OU a- z ¢c Z W 0U) zwo QZ Z 0> xw C7 LL 0> w Q > c J O � J h O W U O LU W �cl) cc Z am0 a z I I 0 a u 0 I W z O m z 0 N h N Nz> J 1= z z z z 4^ � LCC <cc c � d cLc 6 CGC 6 cGc G d a W w o O O O Z o u u V V a p Z Z Z z z z z o m � � � m z m ol000g� N N N N N F N N N N pN N N q q o z DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT 2, 9 6" C. Taggart Lic. No. 22841 �0 01/07/2021 Lati4� 4 &SIONAL EI- Z Q z 0 W ir Q (D m ��w/� VJ i JQ Ll! U O W -� W Er z w co a O Ing Ir N U W � F o QW Q I Ir J a W W m � 0 4 O Ir 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 op 00W av>i a w ❑ az_ _ 0 Zw0 Ir W OQ Jam¢ J Z v U Q- Z (3 OIr w (7 O > N aw W N W Q Q w - o O J J H - n n > n U rn O Joy m v U w 0 w a= Z O a rn U a z 0 a u w 0 0 O z 04 x z x In VI VI N W Q z z z z z > H Z Z Z Z d_ cWc cWc cWc cWc � p u L L L L S W 0 0 0 0 a W o 0 0 0? m z z z z N z z z z o 0 0 0 0 z co 0 0 0 o g N 0 0 0 0 0 N N N N N N W O O O G G O r N N N N N N N O 1 O Q 0 ,--I N M In LO z yTH of � 9 Jimmy L. Taggart Lic. 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A : --- FUTU R�\ \I / / / / / / ) I I\ I\ I • ON EAST SIDE OF FOWLER STREET TO ` \1. ,Lo'e . \I ---' / /' - -- I I i i I I �:>. \ \__-,'',�// / / , / )/ PHILLIPS, E L & ANN P / / 1 3'� / '/ '' / / / / / / I TMP 62-i6A , I / \ \ \ BE REMOVED *_ -,�' - - B E LV E D E R E I r \ _ � a- \ _w - / / / / / / / I I ( \ \ \ • \ - \ `\\ • . _ /, \�'' , / / / / / / / ZONING R4 i/ I - �, ••.. _,' -- - \ )" PHArSE 5B/' ;' / r \-',' ,-/ N` I • \ - \`_``\"sr` _ lam - • e , • • • _.w '� ____.aa____-j / _ ) I / I I 1 I\ \ib. _ , ' ' \ \ \ • • • - \ \ `• �\ \ _ . e a,�.�------''- \ci: / / `'' / \ I\ \` \ `"�------__._,z, - ' / rrr•r*Ym \ \ I• • \ \ \ ` 1 - ``--- , e ' ----------- ,%�Z / j /' / 1 \ \ \ `% _ i \ \ '-- • ' �`��` `_�` `--_ \ `�! I - ------------------ �� ' /' /' 1 \ \ -, \ \ \ ' \ -. ' J \ �\ PROPOSED TEMPORARY _ _ 1�; / / / / -----♦ / % , ` \ \ \ - �...:;; � 'SECONDARY ACCESS ---'' z7g �_ _ — — — "° --- ' - _ �Y / I/ ;';' - --,N- \\ / \ - \ \ — _ I . 1 LOCATION I - (SOILIYP� &W Rao "• \ i l / / / / \` \�\ / -- \ \ \ / __ 1\\ ••• --_0 1, •• ---- ` -- C''/ \\-// \ _" ---- '` \--- �\C_'I \\ I 1 I / I I / I r' - ��� \ \ \ / \ /---------------- t ; ( 1 II �r ) 1 I I I I I' I ; ; --- \` \ / , PROPOSED STREET & 'v • • • 1 / / / �r• • • • • • • • • • • • - ----------- --P / I, / // I 1 I I I l I I �� \ ter• / WATERLINE CONNECTION POINT y- ,' •. I I I / /'" \ — — ' • • _s'' \ \ ) 6`�f i I I t I 1 1 '-+ " l / — - - I \ \ \ / • / / • / / • • \• I 1 I �I \ /' • • \\\ \\ \ _ ,' • I ' - \ \ • ) / / •l / I I,/ \ \ TO BE REMOVED n BIr(V T.B.R 1 / f"�! I i • 1". _ i �I I \ \ \ ?`c'i?: / / si`_ \ \ \ \\\`--' '-- •i • / / / • / / / % /'- - `` - --- \ \ / I -Y- I I I I - 1 1 I I I 1 /. \ \ ALL EX. ASPHALT TO BE / BELVEDERE LAND ` / ; : / / / / — — — _ I I : I ; 1 11 PHILLIPS, E � L & � \ 60 *I " ` \ REMOVED UP TO DASHED LINE -.' HOLDINGS LLC • • / • / / ' / \ - ` \- --'--_ / . // / ' \ \`•0\ `', . . I /' • ,- •/ • • f // / I / --�_,, `-- ` 1 I I ANN P \\ \ •/// / \\'\ `\ \\ \, —,� TMP 62-16D // / , / / / \\ '`__ ----- -- I I I I I TMP 62-16A \\� / \ — OPEN SPACE --I- / / / I , / / \ _ ,, rr� � ...\ .. 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I I`, 1 1\ I I I I I i / / I' i \\ `\ \ \ \ \ \\ `\` •\ \ \ \ `\\\ \-C ig1�\ `pry \ \• " \ I I O . \ I I I \ II \ I l• \ \ I \ \1 1 1 I I�,I I ,11 I I I I I I I I I \ • \\ \\ \\\ \ \ \ `\ \\ ♦�• \ \ `\ \ \ \ \+Y 1 1 h/ I 1� I I 1 1 \ ♦ \ \ \ I I I �� I I I, I I I I I II \ \\ \ \ e\ \ \\ \ \ \ \ \ \ \`\ \`\� \`\ \ `\ \`\, , Ia \ \ 1 I 4� I I I V t I I 1 , \ \ \ \ \ `\ `\ \ I \ \ \ • \ \ \ `1 \ •\ \ \ I 1 1 \ I \ \ \ \ I ♦ I I \ o I ' 1° I I ' I \ \\ 11 1 1 \ \ \ \\ I. \\ \ ` \ \, \ \ `\ `\\ I I c i \ `,,I\ \ I '\\ \ \\ \ \ ` PROPOSED TEMPORARY \ \\ \ \ \\ \\ I ' I\ 1 \ \I\ ` ` \ \\ `\ \ I I SECONDARY ACCESS \ \\ \ r• \ � \ \ \ \ 1 \ \ \ \ \ \ \ \ \ \ 1 8 I I r --- N \ \• I, \ \\\ \ \ \\ \ ` \ \\ \\ \\ \ \\,`\\ `\ `, `\ \� \\ ; \\ 11 \ I I LOCATION CONNECTION 1\ �_, \\ \\• \ , \ \ \ \ I I POINT \ I \ \ \ \ / aY \ 1 1 \ \ 1 I 1 h \ \ \ 1 \ \ I ,o \ \ 1 \ y `\ \\ \\\\ \\ \ \\`\ \II I\II \, I \I Iof I i i l l / , 1 I I I �4e(:5- --_ \ j / / 1 " / / I I / / I y\\�\ \ / \ \ I 1\` 1 � 4 / / `\ \ I\ 1 , I � \I I ``\ 11 I / I •1 I 1 1 / / I 1 I I I IQb b `\ ,'/'/ // /,/,// I I / / I / / \ I I I I / 1 I / . / / I I 1 A / I / I / I I M / I , I ` 1 I I I 1 , .. �.:.. ;x �, / -. 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I I �...... 1 1 \ I I 1 • \ �� 1 1 _ \ e� h 9 ✓ \ STOP n \ \ I h \ \\ SI `WA DE LK ON WEST SIDE OF FOWLER \ \\\ ` TO BE REMOVED UP TO THIS POINT ; \ /l::' '':: ':: \ \ e\ \ \/ ' III / \ 1 1 / I \ I f .. . \ \ 1 \ r r, \ .ry k \ ♦ 1 \ 1 iv/ 11 / \ \ I / `f?V.. ^ w \ /�1 / \ \ .. \ -1 \/ /\ \ / / ,' / / \\ ` \ \ / ' / / l l l 1 , r - ♦\ ♦ \ \ ♦ \ -, \\ - _ _ _ � 1. / / / I l , , 1 1 I I I , / \ — — / / \ \ \ STORMWATER \ , -=e -----_ I if 1 ' .n"�,a \ ` \ ` , .\ \ \ • ` ' / / / / \ \ \ \ \ \ l I 1 I I 1 \ ♦ \ \ \ \ r / 1 �/ l I I ' I 1 1 1 ' \ p. 1 _DISCHARGE AREA , l l ♦ \ _____,Zs_ _ -�,,- I I 1 , \ / / / \ 1 1 I \ I 1 I / l \ 1 n / \ I \ I 1 / _ / I \ __ I I I / f - _- 1 - 1 1 1 / \ . 1I / I . _ \ 1 I I � I if \...",..'•' \ k' • \\ \\ I l t I \\• \ _ - ''/ / / / /'/ \ \ \ \ \ , / / / / / / I I I• I I /\ ♦ • - I. \.:. ).'':.r: \ .\`\u I '-/ i / / ,\ \ \ \ \\ \ / / / / i I / I I I I•I I I I / `♦\\\ - - - - , / I I I 1 I I I / I l 1, f f \ PROPOSED �I ___ \ ___ - . I I I I) I, / l w 2 ( \\ ;, w I - \ / / \ `\ `\ `\ \ _---- / ff 215'S l 0 1 1•T �.� \ \\ `\----•7 --- - _ \ — — / I I I , / .!. : >):. \ -' _1 --- / , / / l I �• 1 \ \ \ • �'B-__ _ - _ i , , I I llll, \\ _ ;% ..'r':8r: ;,:.''fl,',y. ..SANITARY 1 I �\ - ' .''/ -' ' / \ \ \ \ , / / . 1 11 ' I I \ \ \ \ `�--------•-- ''hem `-_ - / / l 1 I I , 1I l filll ul/ SEWER \-'---"�-, / ' /: `\ ` I `--BONDSTONE VENTURES LLC, _ _, , ` I ` `-- ' ' / / \ \ `\ `\\ IN / / / /e /' l i 1 / / `\ `\ `\ ` ` __- - - _, `""__` _---------' /I / i l l I I I ' / / 1 ii f/ I _... \ \ • ' \ \ `\ \ \\ `\\ TMP 62F1 D / / / / / ' / / / r` \`♦\ �� `--` _ __ _ \ \``` _ ```- - ' / / \A/ / l I / 1 I I IIII/ CONNECTION — — — ' _'' \ OPEN SPACE // - / • II // I / l % \` \ -------- -- -- - /\ / / I 1 / ' 1 i I I I I I;I \ \ \ \I . \\\ _ \ \ \ \ \_ r' / / I. / / / .. \ « ___- -� \ ` _/ / }� I 1 I I I II ...: ;POINT \ \ \P ♦ \\ M ZONING: R4 ' ' / t l / / \ ` _ `-------- \ \ \------' __ ..:. \ ♦ _ / / / •/ / / / \ \ \ \ - _ �co- ---- - � \` _ i / /` / % I I I 1 Ill I I I I I I \I\\\1\ \ ` _ \ 7.09 ACRES — - / r \ / \ ` \.:r,:::'`,:;::.: \ \{ \ � \\\\ \ \`�\\ \ \ \ \ v♦ : \ \ ''�<� . . --------- -------- ' -' : � e• �/ i / f \ / --------- - - - _ \ _ _ - ' / / / / / / ) / / I 1 \ \ \ \ \\\\ \ ♦\ \ ''/ •fir... r / — — — ---- --- / / / I I \ \ - _ _ _ / \ - -- _ _ _ / \ / _ - / \ / ., � t:::::.......:::? \ � I I _' - __ - ' ' I 1 . 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No. 22841 v4 A�oF 01 /07/2021 \4,w �S31ONAL E\yG Q F3 (7 > a Q J O Z � a E- Lj Q 'w^ (0 W o a vJ T Q Q Q J U O �3 a- ir r m J Q R-w Li- 0 � LL N 0 dSw �� z Q Ir 0 w O Q ° o � J Q U m N z Q � w 0 DATE: 10-22-2019 SCALE: 1 ":80' JOB: 8438 SUB: 2019-00170 SHEET: OF 24 3 DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JLT 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 1 6.34 TOTAL 653,400.00 115.00 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 ° E 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 1 IDS OPEN SPACE C SETBACcn co '0q It K , 0' MINIMU REAR 15 ETBACK T 20' fINIMUM REAR ' • I 5'�°�5 I ''� � •"- -' ---- SETB-20' M�JIMUM REAf� SETBACK ---111.., cTYPZ - i --- .tea ._.. --•_ ._. • • I I ----------- 5' GRAVEL SHOULDER MIN. 5' -MAX. 25' PACE ,_ I < Q FRONT SETBACK (TYP) OpI I -- A I U) .............................. ........................... I I I , < , 18' GARAGE 1 i `" V, N � I (TYP) � NI� I N I I i - a ----- s °. ` 15+00 c FOWLER STREET/ 8 ROW ---------___ R_2oo' 15 ' S20' 47' 21.61 "E 17+00 ^ CL 18+00 FOR BENCHMARK. SEE 1Sx00 oo - - : 6' PLANTING STRIP (TYP) EXISTING CONDITIONS SHEET 84 o R?5.0' - ro 4�- -� r R�SO 5 SI E ACK 7YP CONNECT TO EXISTING \ _b 2,860SF•�- e"- SCREENING FENCE. C ROAD. MILL & OVERLAY - - EN N - N - - - FENCE. SEE SHEET 24 SEE SHEET 23 LA.W VDOT WP-2 ,'' � \moo. . '�o- � - �-\ SCREENING FENCE. \ / / - • �-=112.46, 1�200.UU ALONG DASHED LINE. p ` o< < \ / \ / / 4=32-1304 1 • � .' o� �S. \ \ SEE SHEET 23 O•�i // �----------7-�---------1 \ \ \Nj� i 7 / l --- - CURB &GUTTER TO BE / `*`ff \ \ \ <cP \G�f (�`i \ / / I / SCREENING EENCE- / ` 6 I' P / / / SEE SHEET 23 1 18' GARAGE / CONSTRUCTED AS pp / x\o0 1 SHOWN Ox� \ \ \ FP \ SF �p�/ SETBACK (TYP) / 18' GARAGE j / �\ \ \ \� / y^� MIN. 5' - MAX. 25' I I \ \ /Q�� SETBACK (TYP) / \ \ \ FRONT SETBACK (TYP) 6 / \ / �/ // // `\ ` �� \ ' / I//0 SCREENING FENCE. / / \ \ \ '�\ M \ \ / / SEE SHEET 23 / / / / \ \`� \\ ° 6/ ` \� ` �� \ I I �, / Y•; /: / ; / /�F- �/ 11ko' mac' O \ `\\ \ !��\ O (\ x I I I 6'cn -�' /�• :e PR / / /I------------ SIDEWALK ,' MIN. 5' -MAX . 25' OPOSED a i \ FRONT SETBACK (TYP) EXISTING SIDEWALK \ / / \ 7 DO/ 7pp TO REMAIN \ NEB 62°JPIDD °/ LG \ \ %� 9 �� 4= 138 2470- 13+00 Ctt�-�' 0 n�P g6R . N� Z \ / / / / _ 24 px ,` c�oNlNc RJR \ " \ / / ; / / y�FO \ y/ / �` �=482.573, R=200.00 1 � \ / / 3 y �, \..,. \ ,<�103 5' MINIMUM SIDE p.16 , � \\ \ �G SETBACK (TYP) � / o-__---- I I � � ------ - / � \\ •. \ / \ \�FyP//ll o I III---+----- `N (MR6N� Gcao I N I`N I N \\ \ \\\ J10 1N' RES \ ZONG E PG 11NIMUM RE�4R SETP r'�TYPj - - - - - \\ \ \ \ \\ \ O c-0 -70 -a / \ \\ d \ \\ \\\ \ \\` 6 EG 0�51oo N �JPGN G'GRES \ \ ----- I L-- _j PROP. RET. WALL, GEOGRID & SAFETY RAILING BY OTHERS. - LINES DENOTE WALL & GEOGRID (TYPICAL WHERE SHOWN) j 'OPEN SPACE B OS DIVERSION OF \ RUNOFF TO SWM FACILITY \ r VDOT TEMPORARY ROAD BARRICADE A"DROWNING HAZARD" SIGN STORMWATER DIVERSION CONVEYS WATER TO THE PROPOSED STORMWATER FACILITY UNTIL THE FULL BUILD -OUT OPEN SPACE B "DROWNING �r HAZARD" SIGN \ \ I I 1 I 1 I I I I 1 PROP. STORMWATER MANAGEMENT FACILITY I I I 1 I 1 \ \ \ "DROWNING ---------''- HAZARD" SIGN BONDSTONE VENTURES LLC TMP 62FI -D OPEN SPACE ZONING: R4 7.09 ACRES VAeX\ w z J W !n x a N 23°51 '30" W 1069.24 0 30 60 90 U o m w cn o U ° Z UO N � O O(D J> e T/] H rn a w = ccW ��m UD 0O =w o EC Z U Ow ZWoo w OQ J�a aZ �vt=J z� O> w (7 LLZ cn cn O' N w N W N -Fl•`IJyI- aLu u ON J 9 � n �> n oW UOOJ w � ,n 1 z = O a rn U a z a U 0 w a 0 z 0 z F m x F- r z r z z z z d w w w w g 0 a w Z 0 0 0 0 0 U U U U d 0 N z z z z z z z z o g 0000 0 0 0 0 o0 z m g N N N ry O O O o c� 4 o 0 0 a -I N M V1 t0 �o$��PyTH Op `f�c Jimmy L./Taggart Lic. No. 22841 W Ado,+, 01 /07/2021 ti4w ESSIONAL F'�C' g z_ (7 Cl Q QW(0m a U) r a _ 0 ° J Q z a W D E' CV° o W �0 Q� � < W �E J Q W ¢ m Q °a DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JLT DATE: 10-22-2019 SCALE: 1 "=30' JOB: 8438 SUB: 2019-00170 SHEET: 5 OF 24 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: STANDARD DETAILS FOR INFRASTRUCTURE IMPROVEMENTS SUCH AS UTILITY MANHOLES, PIPE BEDDING, UNDERDRAINS, UTILITY CONNECTIONS AND STRUCTURES ARE SHOWN ON SHEETS 22, 23, AND 24. ING PNp CONS�RCj10N EASEMENT PRDP•_if0?-- RAD NOTE: LOT 1 - 14 TOWNHOUSE UNIT ROOF DRAINS AND FOOTER/FOUNDATION DRAINS TO CONNECT TO HEADER PIPE AS SHOWN PROP. V/W ACCESS & MAINTENANCE EASEMENT ^,) "n 5� -- 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 O� A� 9 �r-- I----- 1390 LP;OF 8" SCH 40 PVC II ® 1% MII I SLOPE EANOUT �I .WHERE I HOWN)— I I ~ II l•l II I II II I II II I I I I I I j I I I I I I I I I I I I I I l______JL___ —II \ ---- ---- PR " 40` 'PCCE55 f� — 8x6 FHA 8" DIP CL52 WATERLAN — — i j \ ASSEMBLY r ---� ,�-'�--- ---''� - OP• " lam' —•—•—._.—. .......::::................... LOT 34 WATERMETER I F-STREET ------------------------------------------- �✓' � W L E R STR E ET (58 � ROW) TEE; 3 GATE ..� ' VALVES & BOXES r N \i I !-;'------"`'"--_SQ_I_____ UNDERDRAIN -------------- _ SHOWNFHA_--- -- - - -------- (TYP WHERE ) - - �PJE- -- POTENTIAL LOCATION OF ELECTRICAL TRANSFORMER (TYPICAL) FINAL LOCATION TO BE DETERMINED BY POWER COMPANY 15 HDPE\ , r % 1 \ 11.25 BEND ,� �� �, �r� ` LOT 36 WATERMETER EXPECTED PRIMARY ELECTRICAL SERVICE % ' l i / , _ _ \ 8" DIP CL52 WATERMAN LOT 35 WATERMETER \\ SIGHT DISTANCE CONNECT TO EXISTING WATERLINE. % / sr >�.`. `� CONTRACTOR TO REMOVE EXISTING BLOW -OFF /^' % ��� O\,_ i i �� �� EASEMENT w�' '^ AT THE WATER CONNECTION POINT pYS' / 7 ' �~ ' \ / / \\ i ---- SIGHT \ \ �S < <\ DISTANCE BASEMENT ,'; ' ; \ \ pb it I CONNECT STORM'•,STRUCTURE I �li 1•� �// / �' 9 i / \`\\ �\\ \`.\ •'/sue' ' •-.- I \�\SQ��' //i i' \`\ \ `-.-`` •�.. \\t @a\ \\ " IO SGUP610 2 ��\P �p 6P o �� /ego \s'xy SANITARY SEWER & VW \ \ \\ \\ TRES\0\• RES /\bJJS� i ' ��\ EASEMENT. SEE SHEET 16 ; : ; / LOT 37 _ c \\ \ ON�6 PG Z 4 FOR PROFILES & MATERIAL j / // WATERMETER `/ �- \ \ \ % p 66 , \ems ;; ; / I \\\ \ PROP. TEMP. GRAqM F \ �� d. : i -� \s a `: ✓i /i i/ i CONSTRUCTION EA�jMlil I G LOT 4�\`Qt WATER \ ER ` W i L� 40 Ox WA METER ) �� oe 12 CD-1 \ LOT 38 & 39 WATERMETER ----- pr 0 R 0 \ I I rn \� \\`\\ \ ,'SPS j51 l� EZ 0�\P \\ \ti s l j N —...-�\ \\ \ \ /G PGPG'� 6E 0� \OEM �J \` �0 60-INCH MANHOLE / i WITH INTERNAL DROP \y\ . 12 LF OF 8" SCHD � \�� �' / ®/ % MIN SLOPE l� O \\ `\" Ep�R99 �O / \ dam•\ \ \\G. GRES %' / \��J \ PROP. 22' p o0 ZO�� P �db\ \ ACCESS & N a 0 %' \ \ NOTE: ALL SFD UNITS TO HAVE MAINTENANCE e� Y 1\\\ w s G a SPLASH BLOCKS AT FOUNDATION DRAIN & ROOF DOWNSPOUTS TO EASEMENT c�¢� ENSURE SHEET FLOW. THE YARD AREAS WILL BE \ y ° \ \\• Pw mP �R� 0� ENS O GRADED/SEEDED/LANDSCAPED AS 501 ZG E � m NECESSARY TO FULLY STABILIZE THE SITE TO PREVENT \NG'RES / \ CONCENTRATED FLOW LEAVING PROWALL, GEOGRID OTHERS. - Z01� PGSAFETY RAIL \ THE REAR OF ANY RESIDENTIAL LINES DENOTE WALL & GEOGRID 0 / \ LOT WITHIN THE BELVEDERE (TYPICAL WHERE SHOWN) PHASE 5 DEVELOPMENT. © ----i-- -,IER PIPE li ,II AT SAG' SEE ROW I 11 I I 11 l l I I i I PROFILE 1 II I I 11 1 II II II 1 II 1 j 11 1 1 1 II 11 li II �1 N 111 1� 11100 _�\� \ 4' r- ©I ------- — - �F - - M co 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 I 'yv)r _-___J _ 4� I I iQ i j j I I 0 I I ri I I la_wl I I II � II I �L______J L_J 1S L_ 9 OPEN SPACE C x88TTEE; 3 GATE 11.25 BEND VALVES & BOX j O�P`N / ` PRIVATE SEWER 9r LATERAL EASEMENT %lq "DROWNING HAZARD" SIGN BONDSTONE VENTURES LLC IMP 62F1-D OPEN SPACE ZONING: R4 7.09 ACRES �r 1 PHASE LINE VED�R� \E BOA & PLUG \ VDOT TEMPORARY BARRICADE �ZZARD N RUNOFF DIVERSION TO SWM FACILITY "DROWNING J HAZARD" SIGN I,' \ 1 r' 1 I ' 0 I � ' I I ' PROP. STORMWATER MANAGEMENT FACILITY i N 23°51 '30" W 1069.24' 30 0 30 60 90 SCALE: 1 "=30' U g m w V dN g O o V! 0 Hrnt0 J� aw = ar 3:Ir J Qi 00 aU) a " [L Z = w o 0 Qa 0 zo W_ o w oa J�a J Z v U ZD :3 w 0 rA 0 :�. N d � N I� 'yQ`Jyl' aLu ui J O O J �> n OZ� o� m U OOJ �c)M w z _at= O a a, U a Z 0 V t] O z r m x z x O F F H H Z I- z z z z d W W W W 0 0 0 0 0 o a 0 0 r-?�?� Z�5 z z z z `^ > > > > o M z m 0 o O o V LJ CJ V 15 ,n O O N e' N N w o 0 0 0 0 0 N N N N N N 0 7 N O y 4 0 z ry m a o DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT Jimmy L.Taggart Lie. No. `a 22841 44 p0,,01/07/2021 G\ SSIONAL " Q L L E Qw(� —I U) o J LLI L C J Q Fw D-� � c 06w °w 0 Q O> a`_ CE J ` E w m F R-0 SCALE: 1 "=30' JOB: 8438 SUB: 2019-00170 SHEET: 7 OF24 i 1 I I I I / I / I � ' I I / / I I I / / I I i I I ALL SLOPES WITHIN THE BELVEDERE PHASE 5 I I DEVELOPMENT WHICH ARE GREATER THAN 3:1 0 o MUST BE STABILIZED WITH LOW MAINTENANCE v VEGETATIVE GROUND COVER OTHER THAN GRASS I I I I ! r , / I I � 5 GRAVEL SHOULDER ' I ' I 1 I / / ;' ;' ;' // __- - // - -�// ✓i \ fig, /;; _; \' ------ ---- , . . LEGEND BELVEDERE LAND HOLDINGS LLi TMP 62A3-1 , %^ ✓ i / STEEP SLOPES (MANAGED) VACANT 5 ZONING: NED / r 90.78 5� El STEEP SLOPE (PRESERVED) S ' / -TP DENOTES TREE PROTECTION / / / \ / / FENCING. CRITICAL SLOPES TO BE FENCED / / t( /� 4\2 / r '/ FUTURE PHASE 5B / - 'r / /OFF PRIOR TO STARTING CONSTRUCTION. SEE DETAIL ON SHEET 21. ii i II I vv / ' d' '? {, �� "I" yh _"j,r E / _ - - —'— '\ " •/'/ �•y 420.�;,.. .. - i� ,< ✓ _ _erg ," 1.17ACRES ; 42 '- '! r • / ✓ "" �J - ''a. !%, y / TREE SAVE 16' ' <%. \ \ a PROe RET-WALL, GEOGRID-& \ =. -- -. -' (DECIDUOUS TREES) _ aILa r ✓ `\ _ '-SAFETY'RAILING.WALL DESIGN \ '-%` "" %f, i - UNDER`$EPARATE COVER B \` ---" -- BELVEDERE LAND HOLDINGS LLC \ \ \ 0 i \ \ 3 � OT�IE�RS — • �'' - \ �' � _ _ - TMP 62 16D `\ OPEN SPACE `FROP V W - -_ --- .- ZONING: R4 NOTE: \ '� ,, �. \--ACCESS,&' ,,\ __ __ ---- l " ' , 15.0 ACRES /��NSPACE C ♦ / S STANDARD DETAILS FOR INFRASTRUCTURE 4� �• — • _ ' ' ' ' ' ' — — — r r IMPROVEMENTS SUCH AS UTILITY MANHOLES, GL _ E74S€MENT ^� �, _ _ _ _ ✓ _,- • -' .. ... o / \ - 'o ' PIPE BEDDING UNDERDRAINS UTILITY \ \ ry.. - �, - _ _ _ ;;- • ♦ , / y o' . o ✓ CONNECTIONS AND STRUCTURES ARE SHOWN ON o- o / , ✓ __1' _. .��' yam, _ -co �.. SHEETS 22 AND 23. `�� _--_ Q0 1.. _ - _ Its y �,a :`.'Q�c-- Np `. - •-• •_• I ©MAX HEIR ;� - Z�' © a �♦ 77 DING A _ _ _ ' pR0 ' - - -- ---- --- ---- - i-----', I \ _ - --- _ - '-- �.--_ _- - ____ c___ __ __ _ --- -- ''LO i / - - _ OF < ^ v - n g v _ _ _ _ y, Rp,R ... - - ----- - - - ,.... - �� OT RARY - BARRICADED _ ( >� SEE INSET A. SHEET 9 , '. °° • , r y _ /----------t-- ----------- - -- -- - — — — — ✓ I; _ N _ - _ - — _ — SE INSET B. — _ TEMPORARY RUNOFF DIVERSION TO BHP E SHEET 9 �`t ' ' -�-� — - — _-'' \ SWM FACILITY. SEE WPO-2020-00034 J1 ROVI FOR MORE DETAILSco \ ON EASE r' ELECTRICAL ;> =4 ;, •' ° I �\— - — - 4— M g J 0 EN / TRANSFORMER _ (TYP) / IXV 1 ALL CURB SPOT ELEVATIONS ARE Q . ; \ i 46 o �^�i d - FLOW LINES UNLESS OTHERWISE NOTED '-�" X ' i R \ \ \ CONTRACTOR TO ; / `n ENSURE POSITIVE n A� \ DRAINAGE o� / CONTRACTOR / / �, - / ,,' •• a \ _ V� /i i > \ CTOR TO /�° r F t y-f♦}4 — _ ENSURE POSITIVE DRAINAGE III � , � ..�� ' / ,, \ QC �'\• . \ "� � /R � I_ �\ O �iP` � _, �\ / / / � `S � / / ,x, -. - ♦ ,\`\` ' II II I \ \ i X / ° ^ 1 / � \ \\,v -< ____ _ / � / / � s0 �EbNTR TO mg � � \� / 2 .e' yr g� , Z' � -. / / / ' �♦ �'�__ b!Slb I , '.II jl II \ �-, /' .o- ,' / /,✓ ,i // i' ,,✓ �`�\ \ �� F�F-`\ `\ \ ':o , __ ,'' _ _ , .°(� __ _ -8__ ''<,n i , i / , i i ' _ \ r � � \ , 01 ,, � - � - � C��NI�� '� '✓ -' ERA / \ I A / V vv�O v � � ,' i � - —ir A n ' ' r. .. � \P ✓ i / / O , _ 0 ��'/ - / \ \ \ , i ' O NG 0 L / \ 'x is \ — �.' // ,d 4 ,4 n/ \ \ \ n \ \ > / /' O�\Q • // i i —...�, \ ✓� \g� \i00 ol / 1 �\ \ — —✓ a \m m Rjp)1� �`�, � � \ `\ ♦� ,,- / m � `3 (Il N `� \ `\ \ � / / / / ��5. �- I / \ N 77 dd 40 / co 40" \N --------- \ --------- Rqi i \os 7- ,i'' G' QJ o / / \\ \` �'\ 0 \N\ P�R 11 / ` ` I ` \ \ ✓ SOP. 22 0 " ' ' `' "� N' \ ALL SLOPES WITHIN THE BELVEDERE PHASE 5 ,' / N/ 23'�51 3p Iry r 1 D69.24 \�\ \_— ACCESS,�f' ,-'ry'� ,/ ; �/'a`\`\ \a DEVELOPMENT WHICH ARE STEEPER THAN 3:1 \\ N� 0\ \ \\\�\ / �G �II ` I i `C --€A EASEMAINTENAMENT / ''/ ; ' / ¢ o� \\ o��\ \----43�---- VEGETATIVE MUST BE TGRIOUND OVER OTHERLIZED WITH LOW THAN MAINTENANCE GRASS / -c Q Q 24 - \ ` \ \\ \ \\ `' TURES LLCVENTURES i ( / a°0R------ BONDS w TMP 62FID\? N \"'--_--------CROP:RET. WALL 0RID & SAFETY R9lLGBY OTHRS' OPEN SPACE -----------RDNOTE WALLBGEOGRID PG• cS ZONING: R4 TYPICAL WHERESHOWN _.30 / 0 3 / /60 / 9 `426-----' /SCALE. 1"=,3/0' U g m W U cj � O Z � cl)°N J; °0 cl) � Oi Q LL= v^ Ir W �; m IL = w o Old W OQ z�a Z v U Q O Z raj v O n x LLZ Z 0- i CE IL N N Q Q W - W V1 J O O J V) i r r � W � U O OJ W W UUM Z r =ma = O x a rn U a DESIGNED BY:I UVN DRAWN BY: ARC 'CHECKED BY: JLT PyT/Hf/O'p `roc Jimmy L. Taggart Lie. No. A 22841 'v' for, 01 /07/2021 lbw ESSIONAL ♦�yG Q L zL [ Q W L J LL U [ J = L W c J L_L Q W 06 W � p a f if W � L O> Q`_ I� J W I— < m F �I DATE: 10-22-2019 SCALE: V=30' JOB: 8438 SUB: 2019-00170 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 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 2.087FOR 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 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. RAMPS MUST HAVE ADA HAND RAILS AND 1EVEL" 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. ° °4 .4'% 1 . \ \ \ I 7.91 \\48:1 MAX °s 7 \ 81 ----------- tv�PS 12:1 M X TRANSITION GUTTER PAN I ° SLOPE TO 20:1 MAX AT CROSSING (TYP) I I u 48. .'' 4 I Iu I I'° Icp 8 I I' I I I In A I I I III °C I I' I I II ,I T INSET A 47 x47.9 x47.7 /i, 44'' SQUARE LANDING AREA OUTSIDE OF Z TRAVELWAY SHALL BE PROVIDED FOR PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA 48.7 A _ ° EP 4 I �/ e 1 � I \ I I I I I I I I I I I I I I Y1 I I -- I I J I I L__J 1--- --i I-__-_------ I- _--_--_- I I I I I L______--_- I _ I L -'J ___ L ` _yJ L_ ___ r _ _ J _ L_ _ J / y-------------\Il J-. - _ 0 4' SQUARE LANDING AREA OUTSIDE OF - - - - - - - - - - - TRAVELWAY SHALL BE PROVIDED FOR PERPENDICULAR CROSSWALK WITHIN THE G\,N6g6 �6a MARKED CROSSWALK AREA (TYP) \ 0.6 T5 x p s k1b 45. 73�•� Gx' i - e- \ Gy 62 n ° v Q 83. N' v' 1 v -� 1 I D a a z a 5 7 12:1 MAX RAMP 45. 4 -� �v 4 48:1 LANDING I,SS� \1 ° /48:1 �AX LANDING 45. � � 12:1 MAX (RAMP / ' 0.g'L I// it � ✓',i `•�i r 1 1 20 40 41 IN IN IN IN IN 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.&" LONG �I PERMISSIBLE GENERAL NOTES! DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS _ AT 12" C•C CONSTRUCTION 5. MIN EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD MINT s5 DOWEL. 8" LONG 0 12" C-C - 5' MN. JOINT MAX 1. THE DETECTABLE WARNING SHALL BE PRODUCTS SHALL TRUNCATED DOMES. JONi 5' 12:1 BE SUMMARIZED FOR EACH CURB CUT RAMP, MN _�\ � 2. ALL DETECTABLE WARNING SURFACE IONS FOR G-12 MEET THE REQUIREMENTS SIDEWALK 111 uA[ OF SECTION WA IN THE SPECIFICATIONS FOR CSHAL DETECTABLE WARNING SURFACE. RAMP 12n MAx " 4 12:1 MAX '� -->� m a'MiN DETECTABLE WARNING SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS To B APPROVED PRODUCT LIST NUMBER 72. 121 MAX` To 3. SLOPING SIDES OF CURB RAMP MAY BE FIGURED MONOLITHICALLY WTH RAMP ].. FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4' 1 0:1 V 11 1 4. REWIRED BARS ARE TO BE N0.5 X 8" PLACED 1' CENTER TO CENTER ALONG -1t B L a J B WITH BUFFER STRIP BOTH SIDES COVER TH,/RAMP FLOOR. MD -DEPTH OF RAMP FLOOR. MINIMUM �.� 10+1 MAX y \ TYPICAL DESIGN / RAMP Raw 5. ROADWAY CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB 5' S' / T°�E) A ICE TEE) `TO 20;1 TN GUTTER PAN SLOPE RAMPS ARE INCLUDED N PAYMENT FOR CURB / CURB AND GUTTER. TYPE A C i0 20:1 THROUGH RAMP LENGTH 5' PERPENDICULAR TO 201 THROUGH GUTTER P/N SLOPE TRANSITION GUTTER PAR SLOPE 2:1 TO 2011 THROUGH RAMP LENGTH TO 20d THROUGH RAMP LENGTH GUTTER PAN MAXIMUM ROPE 20:1 i� 40 S. CURB RAMPS ARE REQUIRED FOR SIDEWALKS AND SHARED USE PATHS. THE WIDTH OF II11 MA%. THE CURB RAMP SHALL MATCH SIDEWALK WIDTH. WHEN CURB RAMPS ARE USED N A - - -� rf> 7 CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH TRANSITION GUTTER PIN SLOPE GUTTER PAN MAXIMUM SLOPE 20=1 4• 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 T {' S'-0" MN CURB RAMP LANDING FLOOR. j'% \ 8'-O" 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 CROSSWALKS a BACK OF CURB 48 AS OTSBEWN ON PLAINS LOCAT D BEHIND VEHICLEDIRECTED STOP LINES. LIGHTNPOLES,FFIRER HYDRANTS DROP BACK OF CURB PS SHOULD 171 NA%. 4B1MA%. 201 EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT INLETS, ETC. TYPE B 48 :I 20:1 9. RAMPS MAY E PG IS A RADIAL IN HE LIMITS FTHESECTIONS PROVIDED THAT PARALLEL TYPE A TIME CURB OPENING IS 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 lANN1Y eI.t MAY PERPENDICULAR TO THE CURB. r -+ V\1 M' � � ��y,, � SLM e6.1ua. 10. DETECTABLE WARNING SURFACE PANELS SHALL BE INSTALLED FLUSH WITH )' h"''-'L'•I SECTION A -A sLOFE THE BACK OF CURB. 1� 2r DETECTABLE WARNING SURFACE PERMISSIBLE a� 1211 MAX ; ALP CONSTRUCTION 11, WREST CURB RAMPS INTERSECT A RADIAL SECTION OF CURB AT HALL HAVE "MN OR STREET CONNECTIONS THE DETECTABLE WARNING SERFAGE THE HAVE 5'1AN '•r` *y' ERMISSWLE JOINT CROSSWALKi21 MM 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 � AT X . 2" HIGHER THIN - • - ". • - i EDGE OF PAVEMENT SECTION B-B AT.K* .SAME AS TOP OF CURB CONRETE NIB SECTION 8-8 NOTES ONE DIRECTION ONE DIRECTION TYPE C EXAMPLE INSTALLATION METHODS - L FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. WITHOUT BUFFER STRIP WITH BUFFER STRIP PARALLEL & PERPENDICULAR NOTES- SEE PLANS FOR LAYOUT SEE SHEET 1 OF 5. 2. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, TRUNCATD DOME m 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 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) PEOUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW G I 0 0 0 0 0 z CONSTRUCTION. 5C 4, DIAGONAL PLACEMENT IS NOT PERMITTED. L 0 0 0 O O O O O O O O O 1. CUTTER PAN SMALL BE A MAXIMUM SLOPE OF 20:1 AT THE RAMP OPENING. 5C 0 0 0 0 0 O O O O O 0 O -TF 4� DIAGONAL PLACEMENT IS NOT PERMITTED. _� 3 MY LANDING RAMP Mi OO OOOOO OOOOOOOO Ia N O + e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iv 0 0000000 00000000 .0C U 0 0 0 0 0 0 0 0 0 0. 0 0 0 0. O F BASE DIAMETER - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CROSS WA�K CROSSWALK I II -AT BACK OF WARNING c I TYPICAL PLACEMENT AT BACK OF CWB "-1.4" VARIABLE FULL WIDTH OF RAMP FLOOR SEE NOTE 11. BASE DIAMETER PAY LMTS 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 6" CURB 6" CURB 0 4 6 t 5 7 2 S a 3 6 9 4 H 2 s tD 1s & 1a is XVDOT A COPY OF THE ORIGNX SEXED AND SIGNED DRAWING IS ON FILE IN 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 REFERENCECG-12 DETECTABLE WARNING SURFACE IDS 504 soy 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 20{.Oi 20{.02 204.03 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 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 man) maximum and the reach depth shall be 25 inches (635 man) maximum. E E ryo N (a) (b) Figure 308.3.1 Unobstructed Side Reach E E N E E N 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 C LK CROSSI I CROSSWALK TWO DIRECTIONS SMALLER RADU WITHOUT BUFFER STRIP A COPY OF THE ORIGIN& SEXED AND SIGNED THE CENTRAL OFFI DRN G-12 DETECTABLE WARNING SURFACE TYPE 8 (PARALLEL) APPLICATION VIRGNIA DEPARTMENT OF TRANSPORTATION RAMP DOWN SIDEWALK RAMP DOWN 12" MIN. CONC. PAD 12" to 15" PER. USPS IBU .,4. MAI BOX N B.O.C. HANDICAP RAMP =.'I 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 sot 504 TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 2 f 1 2 5 2 s 5 3 s & 4 { 9 5 5 10 6 7 1{ 7 3 S a 5 5 406.4 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 HANDICAP curb ramp 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 zU o w U d-° Z N 0 O O ifl C) IV1 F0) aLu= vj W r j p� 0U = co w o 'V Q (0 CJ W OJ U 0 W OQ J�a ZO O> W wO �Z_ O > N d W N ED N u O W D N J O J H - n n CO CO U OOJ w n n OC Z _ = O a rn U a z a z lJ 0 a 0 _Oz W F m 2 0 N N V n W a I- I- I- I- z r z z z z d W W W W K d 1 w 2 2 2 2 Z a o0000d� UOLL H Z z z z o g 0 0 0 0 Z m O O O uo 3 N N N N N N W N N N O O N Q e^-I O O 0 6 d, Zc-I N M V In U, TH OF Df�0 Jimmy L. Taggart Lic. No. 4 AAD,D 01 /07/2021 \�ww �&8IONAL LNG Q Z Q W LID ir Q W W a < T a a = LL U O w Q rr w 70 � N o 15 06 W (D I Q a I w W U J Q �M�..� W W I C7 Q O DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JLT DATE: 10-22-2019 SCALE: 1 "=30' JOB: 8438 SUB: 2019-00170 SHEET: 9 OF 24 SCALE: 1"= 470 465 460 455 450 445 440 435 430 425 420 VDOT)CD-1 UNDERDRAIR (TVD Wuror CZWOWKI) J \ \ \\ \ ✓ y a14r � - i / \• � �\\ DERE---- "*. \ ' \ �• �� -.- __ rM LAND HOLD _ _--------- of AKI vl=XAi _ OPP 62-160 _______________ J ZaN/NG R4 t 430 T-�/vg ' AT SAG (SEE ROAD PROFILE) FOWLER STREET EXT PROFILE DESIGN SPEED: 25 MPH VPI STA - 1¢f,� SCALE: 1"=50" VERTICAL SCALE: 1"=10" VPI EL = 45 . 0 1 FIN = sn nn' --___ _-44&-----___-- m -------------- AL CURVE 3'04)$ VPI S A = 12+50.00 I EL i= 448.00 K = 20.59 M-IAAQg oED w J U - ¢ - N — w - --- �lffib GRADE __ DOX U I (A ----.M ---- Ln 0 4. M C)im M Q n o - 1-11 w co ¢ M00¢ H N N w W H J o _ x N Of N W cb 0') N LO O L- O m (M 1 LO Lf) O L- O N O LO Lf) O (0 O (M T- OD V) It O 00 O co O - Ln C) 't O N (T; 06 V V 00 N M (O 00 N It LO O C) LO C) OD V It LO O O O C) W V a LO O M LO O W (M a LO LO (0 00 00 W lzt LO (M (9 N 00 On O '�t LO n 00 Ln 00 06 ICT (9 (.0 00 0') i� ai V V 7 M (0 r-� 0i �t V M (O V 00 (D 1- ' V N 00 r LO (O V �t O 0) O LO LO a �t 9+7510+00 11+00 12+00 13+00 14+00 15+00 16+00 MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: 1. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. 2. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. 3. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. 4. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. 5. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN. PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. 6. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. 7. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. 8. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. l 58' PUBLIC R-O-W TYPICAL SECTION FOWLER STREET (25 MPH DESIGN SPEED) N.T.S. 17+00 l --------------------- U� P SUM�o gP OPNPSE 5 NOTES: 470 1. MAINTAIN A MINIMUM OF 3.5' OF COVER OVER WATERLINE. 2. ALL FILL AREAS ARE TO BE PLACED AT 95% COMPACTION. 465 3. MAINTAIN V MINIMUM VERTICAL SEPARATION BETWEEN STORM AND WATERLINE. 4. MAINTAIN 1.5' MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE. 460 5. STANDARD CD-1 AND CD-2 UNDERDRAINS ARE TO BE PROVIDED AS SHOWN HEREON OR AS FIELD CONDITIONS DICTATE. 455 8• INTERSECTION SIGHT DISTANCE LINES ARE SHOWN USING A &V HEIGHT OF EYE AND A 3.5' HEIGHT OF OBJECT. 450 440 NOTE TO CONTRACTOR: 435 ** SPECIAL ATTENTION ** ANY UNDER -DRAINS OR CROSS -DRAINS INSTALLED MUST BE VIDEO INSPECTED SIMILAR TO THAT REQUIRED FOR VDOT 430 ACCEPTANCE OF STORM SEWER. CONTRACTOR IS RESPONSIBLE FOR ACCEPTABLE CONDITION AT ALL TIMES UNTIL STREET ACCEPTANCE. 425 420 TRIP GENERATION PROPOSED ITE CODE DESIGN SPEED DU PEAK PERIOD RATE %PM VPD/ PER DAILY VPD PM PEAK TRIPS PM IN PM OUT IN OUT SFD 210 25 mph 23 9.44 637 377 0.99 23 217 137 80 SPA 230 25 mph 38 5.81 677 337 0.52 20 221 148 73 PROPOSED TOTAL 43 438 285 158 5' 3000 PSI CONCRETE 4 VDOT 21A STONE BASE TYPICAL SIDEWALK SECTION N.T.S. A 7U m W H CO CO o U Z N 0 O 010 J> ° V] Hrn ¢L = T cc W Z j m D- O = w o EC z 0 FD (5 Ir 250 U Q J Q > U � ZO OIr W wa LLZ 0> " Q w N 10 U) N / l U) J p J n i p U w O Joy W C)w OJ a_ z _ = O a rn U a z 0 a ac w 0 0 z oz m x r r r r z F z z z z 1 W W W W C a a w z a 0 0 0 0 - 0 V V V V d p z z z z N H z z z z o g 0 0 0 0 Z co 0 0 0 o g N N N O O O N F N N O O O N o 1� 4 o S C5a -I N M V N UJ D `f�cJiggartW4021 l%l��G Q Z_ C7 > F' w Q w w J z LO Q QW CO00 w a a U) T -1 = w O w J Q z FW D_: clq o dS W a 0 Q� W � Q z O� Q° w a m �_ O C7 � Q O DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JLT DATE: 10-22-2019 SCALE: 1 ":50' JOB: 8438 SUB: 2019-00170 SHEET: 10 OF 24 DATE: 10-22-2019 SCALE: 1 ":50' JOB: 8438 SUB: 2019-00170 SHEET: 10 OF 24 II TMP 62-l6D i j430�0" OPEN SPACE / ZONING: R4 15.0 ACRES - _09 N1§PE C /- / n $-71 aao,a74 sf _435' ihp� h�sry -- ------ - Aff-- ---44�'- / {'rl / i / l l I I r+i9�\ "•--------•-- -------------------- --------- -------- i ....::.:; / CC,, er. ... r.., J' � �. 1. ' ., _ G .....:... ....:...... /....... PRY < _ - i::r:::::.......... TES - - -- 0 os J I • 8�ROWs2o 5) - - -�- - _ BM A Rlgl w� BOB NOTES: 1. MAINTAIN A MINIMUM OF 3.6 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. STANDARD CD-1 AND CD-2 UNDERDRAINS ARE TO BE PROVIDED AS SHOWN HEREON OR AS FIELD CONDITIONS DICTATE. 6. INTERSECTION SIGHT DISTANCE LINES ARE SHOWN USING A 3.6 HEIGHT OF EYE AND A 3.5' HEIGHT OF OBJECT. NOTE TO CONTRACTOR: ** SPECIAL ATTENTION ** ANY UNDER -DRAINS OR CROSS -DRAINS INSTALLED MUST BE VIDEO INSPECTED SIMILAR TO THAT REQUIRED FOR VDOT ACCEPTANCE OF STORM SEWER. CONTRACTOR IS RESPONSIBLE FOR ACCEPTABLE CONDITION AT ALL TIMES UNTIL STREET ACCEPTANCE. 4" 3000 PSI VDOT ST'D 3:1 CONCRETE CG-6 3 1 4" VDOT 21A STONE BASE 6" VDOT 21A STONE BASE 1' 5' 6' 2' CONCRETE PLANTING SIDEWALK STRIP 0.5' CF:11■111:i�N1CII1D41 POINT OF FINISHED GRADE 3" 1.5" SM-9.5 ,/, 114": 1' -� SUBBASE (21A) TRAVEL LANE TRAVEL LANE PLUS PARKING 24.5' 24.5' TYPICAL SECTION ROAD A (25 MPH DESIGN SPEED) V.T.S. PLAN VIEW • YYYYR�7 -- YYY�13�Y!iiL. �ZTi�---��YY�III'J.7.�YYYYYYI ��■'.c�a "Cl6a'�-- YYY�ni�ifii�---�•/��ati:=r>r>•�� YYYYFi��L-iih'-- YYY�:B•7z1F.7,----YYY�I7�7�iT.�YYYYYYI YYYR9YYYYYYYI1iiIWr�-- ���'--�,•`�•"rL'L'�YYYYYYI YYYYYYIYYYYYYYI'w�IHI/Ll.�F1•--1�--YYYYYYYIYYYY�--�irT:iYYYYYYI • YYYY0���7--1 YYYYYYI--1 �--YYYYYYYI --YYYYY�YYYY�--YYYYY�YYiiiiiYl�YYYYYYI YYYYI� YYYYYYI YYYYYYIYYYYY■ YYYY�--YY� ���� �YYYYYYI ' �"• YYYYYYI YYYYYYIYYYYYYI YYYYYYI--1---YYYYY� YYYY�--YY� �YY� �YYYYYYI • I YYYYr.7YYYYYYIYYYYYYIYYYYYYIYYYYYYI--1---YYYYY�YYYY�--YY��YY��YYYYYYI YYYYYa YYYYYYI YYYYYYIYYYYYYI YYYYYYIYYr�-1---YYYYY� YYYY�--YY� �YY� �YYYYYYI YYYYidi YYYYYYI YYYYYYIYYYYYYI YYYYYYI�-1---YYYYY� YYYY�--YY� �YY� �YYYYYYI YYYYR�J YYYYYYI YYYYYYIYYYYYYI YYYYY■YYL�-1---YYYYYY■ YYYY�--YY� �YY� �YYYYYYI , YYYYL'■■YYYYYYIYYYYYYIYYYYYYIYYYYY■YY�a�-1---YYYYYY■YYYY�--YY��YY��YYYYYYI YYYY�J YYYY� YYYYYYIYYYYY■ YYYYYYI�T • .•TSiTYi'CYYYY�1 �YYYI-YYI-YYYIYY�YYYY�- �YY� �YYYYYYI YYYY[L7YJSYYYY�YYYYY■YYYYY■i��liMt-�YiYY1�1�YYY1� rF. �YYYIYYYIYYYY��YYrJall711►llilaiL.7111L1 e1,'C{.19a�YY��YYYYYYI YYYYO YYYYY� Yii� YY��11:G11J��1 ���-M_7-YYYI �� YYYYYI-I-YY� �YY� �YYYYYYI YYYYYYI YYYYY■ YYYYY■YYYYY■ YYYYY■ii�\YYYYYY��I �h..��M�YYYI R.7 YYYY��/-YY� �YY� �YYYYYYI YYYYY■YYYYY■ YYYYY■YYii^.���I �[��[��YYYI C� YYYY��-YY� �YY� �YYYYYYI i' - � � :.�70'lITi CWXY■ AYYYYYYIYYYYY■YYYYYYIYYR�YYYYa��I�©-©-YYYI©YYYY�-JYYIQ�YY��YY��YYYYYYI '-�":: �`�:lYYYYY■ YYYYY■Y���SY�1 ���wO-YYYI fli YYYY��I�-YY� �� �YYYYYYI ' Ta��:��YY!lI�YA-�IYYYYYYYiYY��Y9-YYYi,YYYY��-YY��YYI�T'_'�YYYYYYI ����"�-�irwc'Y�-�1��11���11y-YIi11� YYYYIL�-YY��YYC!:'L'r;i_�YYYYYYI YYYYYi��YYYYY■YYYYYYIY�� -�.: �II�YYYI-YYIYYY■YYYYYYYYIYYYIYYYE'1���"'� f�YY�YYI"�YYYYYYI YYYYYYIYYYYY■Y � ��Y��-1�� �����1-"�-�YI.YYCEt1.11f�YY�Y��YYYYYYI YYYYY�YYYYY■YYYYYYIYYYYY■Y ��-I�f/%///////ii�l�Y�if/fiif////////% ��-YYIIiYr�IY.V�91+\PIiY'711"iYiY���YYYYYYI YYYYYYIYYYYY■YYYYYYIYYYYY■YYYYYYIYYi-� -1YYYYYY��Y/////////////////,%////U////////I�YYYYYY�YYYYYI-i�1�.�� ��f��YYYYYYI ' ' YYYYYYIYYYYY■YYYYYYIY.�YYYYYYIYYYI� �I�s�C�/////////////.'s/////'/////.f1�YYYY�Y������YY�YYYIIT>•YYYYYYI � YYYYYYIYYYYYYIYYYYYYIYIIYYYYIYYYYYYI--�YYY�����i%fiisfi'i,iSi:��l•�-YYYYYIYYYYYY�YY��YYYYYY��YYYYYYI �� ��� �--IYYYYYY�Y7Y��iiiGilr YYYYYYYYIYY�Y� YYYY��YYY�YYYYYY�YY��YY�YY�III�YYYYYYI �� ��YYYYI ��-1 YYYYYYYY.Yii��IllYIY YYYYYYYYIYL•if 1• YYlY�YY�YYYYYYIYYIYYY�YYYYYY�YY��YY�YY�@�YYYY� YYYYY�YYYYY� YYYYYYI�YYYYI YYYYY■--1 YYYYYY�YY��-LilQi�7 YYYYYYI�YYitaYYt�YY�YYYYYYI�YYY��YY��YY� YYYY11•�'�YYYYYYI YYYYY�YYYYF=I YYYYYYIL�YYYAY�Y�-��YYYIIYYYY��YY��-YYYYI -�YY�Y�YYYII�lYRL7�"'YYIYYY�IIYYYYYYYIYY��YY�YYY�IT�YYYYYYI YYYYYYIYYYYRSYYYYYYlJYYY-_�Y�[:.7-��IYYL"JYYYY��YY��-YYYYIYYYL7'L7�YY�Y�YYYLJIYYFI �YYIYYY��YY��YY�YYY�w1YYYYYYI YYYYY�Y�.fl l .>��YYYr4 YYYI©��YYYYYYIEIIIZMtl YYYYE"��YY��-YYYYI YYY7��YY�YL::7YYY(=71YYFJYYYYY'i1YYlYYYYYI�aYY��YYC7 YYYYYIV'w7YYYYYYI ���� iriYiYYYjI R�©�=i�YYYYYYYL�ICI�'i 1�3R7YY��A�7YY..11�titi�YY�YMdYYYf�l1YY�YYYYY�YYIYYY�[�YY4�J�YYL':1 YYYYYIf�JYYYYYYI YYYYf�� Li�YYY� CJYA����IF�� �ilC7YY��1'r'��YI� t���YYY!�YNG7�JI�YYYYl9�YY�f��YYlid�YYl'f] IIYYYYFaYYY� �Flrr�!_JYYY�[�11�7��1��lYYC.O[��FJYY��II�YYIJG'�Ia�YLJY�C�ILIYYYYY���C�YYWCSYYI:�IG:�:aYYYY� • YYYYO�n\IJYYY�Ci�7�J��I��CS�J�YY��©YiiWZ'1�1�Yl�YC.7I^>rllYriIYYYYYwYYIYYY��YYI�C:�Y./�lFit•YYYYYYI YYYYrr.�EYYYY1f11�►.7YYYmrr�!��SiIG�I�\IIG�YY���YY{W F�iI�YYf.IYGC�IIYl9YYYYY�YYIYYY�s!aYYL*r7�YYt��'��■YYYYYYI YYYi:�•"�. • YYYYY�LIYYYYI at•DJ����IG■IIY}�l" �YY��l�'iYYYI �195�YY©YYII�falY�7YYYYfi7�YYY�FT.�YYOG�YYY1lI �=�YYYY� YYYY©'7T.1 fnfiGrYY�i YYYIO��YYYYYYYL�JIl�3YYYYQhJYY�!`]I����11IIY�7!7�YYG9YW Y1�lilYY©YYYYYif1YYlYYYYYIYYYYYY�YYY11\YYYYYY�YYW Y}YYYYYYrYYYYYYI , YYYYIZ_���'�YYYsir♦•L7��-�YYYYYYY(aIF3s�rYYf_i7©YY�L�]��IYY�YM�]��YYFJYCi�IYY!•YYYYEa�YYY�■" YY�YI�YYGiYi�YYYY� ��L'"<iJ0_ �7�f1Y�■!!-N��ri71[:i1111Yi(11.1��-IIIIYA�r!lIYYYYtT.7Y{�rYIL4JIYYDYYYYYNYYIYYY�FiYY�I��.a�!•YYYYYYI �F��1��YY471iC����I�7C+FYI:iIYY��yY[ti7�.-7�YY�YIi1�1-YYY�.. YYfs1rYYYYY YYI'i1LYYYYY•• YYYYYYI YYYY©F•��YY<�l'�i�J�YYYYYYYI�'71i�3'-'7L•' �YY��]Y!�L�YYE:IY47li-YYY�YYYYYY�YY��YYI»YYYYYYI YYYYL��i����■«+YY�!'7 Y Vl GYYYYY��IL-0L'i-YYY�eYYYY�Ys!� C•�t � [•�YYYY� , �JmL•�---�YY��Y�iYYF�Yfi�-�©L�Lsi��� • • 1 11 11 11 11 � 11 11 * 11 VDOT ST'D 4" 3000 PSI CG-6 CONCRETE �-- 114": V I 4" VDOT 21A STONE BASE F16" VDOT 21A STONE BASE 2' 6' 5' PLANTING CONCRETE 0.5' STRIP SIDEWALK 1' 3 11 1 1 1 50 100 150 Design ADT Average Daily Traffic, or VPD: 470 Present Year: Design Year: 465 Growth Rate (%): Design ADT at Design Year: 460 Percent Trucks: Design Traffic Volume: 455 450 Design Pavement Index: 445 438 2019 2020 0 Soil Support Measured CBR Results: 00 Measured CBR Average: 4 J Design CBR: 4 Resiliency Factor 1 Soil Support Value 4 11.9 Total Proposed Thickness Index: 12.3 438 0 438 440 Surface Asphalt Concrete (SM-2A,B, orC) (Superpave SM-9.5A) Prime & Double Seal or Blotted Seal Surface 435 Intermediate Asphalt Concrete (lMV 1A or 1 B)(Superpave IM-19.0A) 430 Basel Asphalt Concrete (BM-2 or BM-3)(Superpave BM-25.0) Full Depth Asphalt Concrete (BM-2 or BM-3) over Surface 425 Untreated Aggregate (21A or 21 B) Cement Treated Aggregate 420 Cement Treated Select Material, Type II, min. CBR=20 Select Material Type I & II, non -plastic, min CBR = 30 Select Material Type II, non -plastic, min CBR = 20 Soil Cement Cement Treated Select Material, Type II Cement Treated Select Borrow Base 2 Untreated Aggregate (21A or 21 B) Cement Treated Aggregate Select Material Type I, non -plastic, min CBR = 30 Select Material Type I & II, non -plastic, min CBR = 20 Soil Cement Soil Lime Cement Treated Select Material, Type II Cement Treated Select Borrow Measured CBR Average: 4 J Design CBR: 4 Resiliency Factor 1 Soil Support Value 4 11.9 Total Proposed Thickness Index: 12.3 438 0 438 440 Surface Asphalt Concrete (SM-2A,B, orC) (Superpave SM-9.5A) Prime & Double Seal or Blotted Seal Surface 435 Intermediate Asphalt Concrete (lMV 1A or 1 B)(Superpave IM-19.0A) 430 Basel Asphalt Concrete (BM-2 or BM-3)(Superpave BM-25.0) Full Depth Asphalt Concrete (BM-2 or BM-3) over Surface 425 Untreated Aggregate (21A or 21 B) Cement Treated Aggregate 420 Cement Treated Select Material, Type II, min. CBR=20 Select Material Type I & II, non -plastic, min CBR = 30 Select Material Type II, non -plastic, min CBR = 20 Soil Cement Cement Treated Select Material, Type II Cement Treated Select Borrow Base 2 Untreated Aggregate (21A or 21 B) Cement Treated Aggregate Select Material Type I, non -plastic, min CBR = 30 Select Material Type I & II, non -plastic, min CBR = 20 Soil Cement Soil Lime Cement Treated Select Material, Type II Cement Treated Select Borrow OK Material Equivalency Min. Max. Thickness, (h) Value, (a) Inches Inches (a x h) 1.5 1.67 1.5 3 2.5 0 0.84 * 0.0 1.67 2 2 0.0 DO 3 0 0 0 0 0 0 0 0 0 1.67 3 5.0 1.60 6 0.0 1.00 6 F 4 0.0 1.67 6 F 4 0.0 1.50 6 4 0.0 0.84 6 4 0.0 0.60 6 4 0.0 1.00 6 F 4 0.0 1.17 6 F 4 0.0 1.00 6 F 4 0.0 0.60 4 8 4.8 8 0 1.33 4 8 0.0 0 0.50 4 8 0.0 0 0.40 4 8 0.0 0 1.00 6 8 0.0 0 0.92 6 8 0.0 0 1.17 6 8 0.0 0 1.00 6 8 0.0 Total Proposed Thickness Index: 12.3 /J rn U a m W H • U) U W O Z aN Q 0 Q 7j J fn 0C) =w o _y Z_ "o OW °Wo ° Is OQ z�a J Z_ Z O\ O / LL Z O> N (L N W N '4Qi1`•fJ•l1 a >Lu ¢l � J N J co > � r 0 W N U O O W P4 J fn Ca ¢ W Z _ = T O % a rn U a DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: 1,11 T Jimmy L. Taggart Lic. No. A •0 22841 E4 `o,p, 01 /07/2021 SSIONAL G14w L LO C 0. Q w ( L J L L U C __J L W ^T w C6 Uj CD Q i Q W 2 i O> Q`_ CE J ~ Uj W F a U 24 U a O I a O X a qa O JOB: 8438 SUB: 2019-00170 SHEET: 1 1 OF 24 m FIRE ROAD 20200716 PROFILE V DESIGN SPEED: 25 MPH '7 g HORIZ. SCALE: 1"=50" VERTICAL SCALE: 1"=10" VPI STA = 21+00.00 N U N 2 00.00 - 00 w N > o 510 - 510 505 - - 505 00 00 ~ rn � W U Q T � W ~ 5;a70 aU =w o Z � ¢� irCo 500 500 O c7 W J Q Q IE J Z v U 495 495 Z (7 'V O> 490 490 x w 0 O j N 485 485 a w N a > cwo ON 480 480 W pcf) w rn 475 475 < o o w 00 mow¢ z >-m< 0 x a rn U a 470 N 470 N 465 zz, ~ 465 O) F J cq 460 460 z 455 455 a s V 450 450 445 445 —PrOPOSED GRADE 440 440 0 r N w y 435 435 O z 430 430 co n 425 425 z z z a w w w wn 0 i 0 420 420 0 0 0 0 z z z 415 415 0 0 0 O O o N N N w O O O r N N N 410 410 a d � m 0 0 0 405 405 Z N M 400 400 O O co M N 00 N N I, cM 00 m M O 00 I� (M (M � Ln m - O I- Ln O O O O Ln m M m v m O U) - M O Ln (M 00 00 00 O V (0 Ln Ln 0) (M f� N Ln m V 00 L() (0 V Ln (0 O I-- N L, N O M O N N m L() m V m O M 00 V I- m (O N O m 0 m m N 06 co Ll N (O O co 06 N L6 O Ln O m m M (0 00 O 06 L6 I� O L6 O N N m 06 4 M (6 06 (6 (6 V (V Ln Lfi V LI) It V Lr) 7 L17 m Ln V Ln V V V 7 M N M LL) V L() Lo O (0 O N. n N" 00 00 00 00 m 00 00 00 W V V V V V 0) qt �PLTH Op. v 9+7510+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00//,o//�`� /// I�: U� J ! 9 Jimmy L. Taggart Lic. No. 22841 a �OFESSIONAL 06,+v Q 50 0 50 100 150 Z C7 SCALE: 1 "=50' ¢ QJ Ln Q Q w w r� POINT OF Q r Q FILL NLu GRAODE = 0 O U o — 1/4": 1' %1/4": 1' —� 0- [ a J W � � �' S• 5 1 8" VDOT 21A 2 S. ~ mm U E--� 1 2• STONE BASE N U 5' 10' 10' 5' w U I SHOULDER TRAVEL LANE SECTION ANE SHOULDER Q Q D: W � � GRAVEL FIRE ROAD O > Q o C) v.rs J � a a W F Q m W_ o NOTE: < a THIS EMERGENCY ACCESS ROAD PROPOSES TO CONSTRUCT A 20' 2 WIDE GRAVEL EMERGENCY ACCESS THAT WILL CONNECT FROM BELVEDERE PHASE 5A TO THE FUTURE EXTENSION OF FARROW DRIVE WITH BELVEDERE PHASE 3 SITE PLAN (SDP 2019-00079) DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JLT DATE: 10-22-2019 SCALE: 1 "=50' JOB: 8438 SUB: 2019-00170 SHEET: 13 OF 24 m U a m 460 460 � U d 455 455 Q 0 0 J 0 QO �� m 450 450 00 a U) a ID_ = w o ,� Z 0 445 445 W Q z a QZ Svc=) 440 440 0 fr 9+ -75 w w 0 SIGHT DISTANCE PROFILE VIEW - SD1 d w N W N 'F�i1`•fJ•l'' Q � W > Go O J O 460 460 0 U m O w v U � 0 w coEna- z 455 455 = = 0 a rn U a ____----------------- 450 450 ------------------- ------- 445 ----- ------- 445 z 0 4401 1 440 -- 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 P4 ~ BE PLANTED SO THAT THE MINIMUM HEIGHT OF THE LOWEST AUXILIARY z N a BUD IS 0FROM THE GROUND. r r r r z � z z z z a w w w w `3 0 3. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE u a TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET o 0 0 0 0 o ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND r- it: it: it: N ACCOMMODATE PEDESTRIANS. o 0 0 o g M OPEN SPgp `'-. ry ry ory ry ry ry EA w N N N N N N N C '•I N M V LA l0 J 1 Z J J o DESIGNED BY: UVN I DRAWN BY: AC `J m w O Y J J ' ^" (CHECKED BY: JLT % • r .. .,, 6^ STOM DIBiANCE R/GN/ 180' J DE 4 I Y I I1' \':. 5I0T Ol H 0 ��tCr EASEMENT 0 9 SIGHT DISTANCE -••\ /^�� ` �__,:�„ .,I I EASEMENT \ h ; '�' �'.' - Jimmy L. Taggart Lic. No. \ 2641 °� :1 //^ —, \ \ SD2 jm m A�o01/07 2021 614v \ if"i'v `fi �'� I �Y .. • .. •ENE INL GGN' 1OppFA.P K i \ co-oo 2 r� EEG \ is dl \,r/✓ i I\\ ERN Pow,. Y �\ \ 4 \ 1MPB ENtIAL p �� / N S ✓ <^ 9r �,.' Z ACRE f \ \ Fa > > W pE Vo pE ON NEW p°� \ \ \E 8r i `� J \ \\ \ \\ \\ \ Im. IG�RESIDEN �/ /�'� \\ \ \\ \ \ \ \\ VACAIN N SD V ® �- �o e. Y `• �.\ L1 J < Q `w^ w � \\ \\ \\ \\ \\\ \\\ o0N6 ACRE u' ..,,. ' �^ Q m a i < ^ G. VEDERE9 NC o��Q u ^� \ \yam LL Lu J LL O 50 0 50 100 i 150 \\ \\ \\ 04 NEW68G-Rc51DEN11A \ �'�z6 _ 0 p \ \ \ TMP N7 REfr \ \\ \\\ \0 VZp 7 ACR 5 / \ z aN " " " n \ \ U SCALE: 1"=50' \\ N� ° \ / \ , ' w : Z N `\ `\\ \ \ +, \\\ \\\ � 9 RN PROPyg1Y LEUUC \\ \ T�� m 1 1 1 WSJ U 0'- N41A �.L.LJ � iM CANT R NMp ^ \\ Q Q fr E-, Q w c�7 Q i Q 0 J a w Ir m c� a O I r�:1����el:unti�rae�ya.�a>II -F�.7:II�liU:111i9� 1b7:1tliili • •• •• •• •• •• •• DATE: 10-22-2019 SCALE: 1"=30' JOB: 8438 SUB: 2019-00170 SHEEP: 14 OF 24 465 460 455 450 445 440 435 430 425 420 415 410 9-1 ►VI 460 455 450 445 440 435 430 425 420 415 9+ STORM 12 -> 3 PROFILE HORIZ. SCALE: 1"=30' VERTICAL SCALE: 1"=10' 11 12 460 4( �1iaYi�r7"'� !� ��Wi-lL7Ltui -fir �-ir -�n�l!IE1• E 7II��� ��■ ����1•��lli7f! �o �n�i�n�ara �Itle�•- �©lid �©lid �lua �9r� � ' �lt�iJEit 75 Ott 00 Cal Q Q 4` 455 4: 450 4, 445 - 12" HDPE 0 4.78% 4, 440 4: 435 4: 430 4: 425 4: 420 4 415 4 STORM 13 -> 6 PROFILE HORIZ. SCALE: 1"=30' 460 455 450 445 440 2" HDPE 0 9.05% 435 430 425 420 415 410 STORM SEWER 1 -> 10 PROFILE HORIZ. SCALE: 1"=30' VERTICAL SCALE: 1"=10' Q O Q STORM SEWER 14 -> 5 PROFILE HORIZ. SCALE: 1"=30' 465 460 455 450 445 12HDPE0 7.27% 435 430 425 420 415 STROM SEWER 15 -> 4 PROFILE HORIZ. SCALE: 1"=30' VERTICAL SCALE "=10' q 15 455 455 Lq 450 450 ROPOSED an RADE 445 ~ 445 EXISTIN CRADF 440 41244 OHDPE ® 10.67% 435 435 430 Z 430 425 0 vv 425 rnm m as 420 II o 420 415 ~ z 415 9 75 10+00 (7 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 V MINIMUM VERTICAL SEPARATION BETWEEN STORM AND WATERLINE. 4. MAINTAIN 1.5' MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE. 5. MAINTAIN V MINIMUM VERTICAL SEPARATION BETWEEN STORM AND SANITARY SEWER. 6. 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, 6, 13, 14, 15. 8. VDOT STANDARD STA, SAFETY STEPS, ARE REQUIRED IN ALL STRUCTURES HAVING A DEPTH GREATER THAN 4% 8. VDOT STANDARD SLA, SAFETY SLABS, ARE REQUIRED IN ALL STRUCTURES HAVING A DEPTH OF 17 OR GREATER. 10 T �- J N N m N II II M r` w U o ID f- EXISTING GRADE - - - o 'ED // // T' AN FINIS' GRADEo Z FOR FASIFR ------------------------------- --- - - ° IF- -------- ---------------------- _ - w i� w � x LO �(a �n M. - M H O o - ae n 00 o a Ol ITIETE Of liPROTECTION �.... 00 v N.... - " cp N 00 (O Q7 O) r QO D7 (O 01 r` rn n n W in ,n ,n �n o 00+ 7 M n o IIto N Z H F m zz o__ o__ z - - - N - - H > > > > > H ZZZH H W --- - -- 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 (inlhr) Runoff Coeff (C) Incr Q (cfs) Q Carry (cfs) Q Capt (cfs) Q Byp (cfs) Inlet Eff (%) Curb Len (ft) Junct Type Gutter Slope (tuft) Gutter Width (ft) Cross SI, Sw (tuft) Cross SI, Sx (ft/ft) Gutter Depth (ft) Gutter Spread (ft) 1 1 0.00 00 0.00 0.00 000 ... MH _ .... .... 2 2 016 50 4.00 074 047 000 033 014 70 250 Curb 0 016 2.00 0 080 0.020 0.16 1 94 3 3 013 5 0 4.00 0.62 032 0 08 030 0 11 74 2.50 Curb 0 016 2.00 0 080 0.020 0, t 5 1 83 4 4 0 14 5.0 4 00 0.65 0-36 Oil 0.44 0-03 94 4.00 Curb 0.016 2.00 0 080 0.020 0.15 1 94 5 5 0 50 50 4,00 055 110 018 1 28 000 100 10.00 Curb Sag 2.00 0 080 0.020 0.24 594 6 6 026 50 4,00 070 073 004 061 015 80 4 00 Curb 0.021 2 00 0 080 0.020 018 2 82 7 7 0 10 50 4.00 0 77 0 31 000 027 004 87 2 50 Curb 0 010 2.00 0 080 0 020 0.14 1 80 8 8 000 00 000 0.00 000 .... MH .... .... .... 9 9 0 21 5 0 4.00 079 066 000 0,66 000 100 6.00 Curb Sag 2.00 0 080 0.020 022 483 10 10 048 50 4.00 0.67 1 29 000 1 29 000 100 600 Curb Sag 2.00 0 080 0.020 0,27 750 11 11 015 5 0 400 071 043 000 034 0-08 80 2-50 Curb 0-010 2.00 0 080 0.020 0,16 2.15 12 12 0.39 5.0 400 078 1 22 0-00 0.65 056 54 250 Curb 0 010 200 0 080 0 020 0,23 554 13 13 035 50 4.00 0.74 1 04 000 096 008 93 600 Curb 0 021 2.00 0 080 0 020 020 378 14 14 024 50 4,00 078 075 0 08 0.82 000 100 6 00 Curb Sag 2.00 0 080 0 020 0.23 558 15 15 017 5 0 4.00 079 054 014 0,68 000 100 6.00 Curb 0 016 2.00 0 080 0.020 0,18 286 VDOT 10-YR LD-229 STORM DRAIN DESIGN COMPUTATIONS Lino Inlet No. ID STR # DnStm Ln No Drng Area (ac) Inlet Time (min) Tc i Sys (min) (inthr) Flow Rate (cfs) Invert Dn (ft) Invert Up IN Line Length (ft) Line Line Slope Size (%) (in) Capac Full (cfs) Vel Dn (ft/s) Pipe Travel (min) 1 1 Outfall 000 0.0 8 1 581 13.37 417.00 426.59 59.990 15.99 24 97.97 4,96 024 2 1 0 16 5.0 77 591 13.61 42929 43401 109.496 4,31 24 5087 13.71 OA2 3 3 2 013 5.0 T6 594 1297 434 11 434.25 27.240 0.50 24 17.57 6.12 Oil 4 4 3 014 5.0 7 1 606 10.26 43435 43481 92.063 050 24 1732 524 047 5 5 4 050 5.0 6.9 612 898 43491 435.32 63.374 065 18 915 590 021 6 6 5 0.26 5.0 6.6 6.20 6.24 435.42 435,74 64.125 0.50 18 8.04 353 0.30 7 7 6 0 10 5.0 5.7 6.46 365 435.84 438,62 156.463 1 78 15 932 2.97 0.87 8 8 7 000 0.0 55 652 318 43872 43901 32.213 0.90 15 664 474 021 9 9 8 021 5.0 5.2 6,62 323 43911 441.16 48 570 4.23 15 1437 534 031 0 10 9 048 5.0 50 670 2.15 441.26 441.62 36.200 1.00 12 385 4.18 0.22 1 11 3 015 5.0 52 662 272 43435 437.14 72.816 383 15 1369 2.25 055 2 12 11 039 5.0 5.0 670 2.04 437.24 439.00 36 740 4.78 12 844 4.49 0.24 13 13 6 0 35 5.0 5.0 6 70 1 73 435.84 438.30 27 171 9 06 12 12.66 221 021 14 14 5 024 5.0 50 670 1 25 435.42 437.40 27.280 7.27. 12 10 39 1 60 028 15 15 4 017 5.0 5.0 6.70 0.90 434.91 438.04 29.317 10.67 12 151 27 1 15 0 � 3 465 460 455 00% 450 445 440 435 430 425 420 415 410 GUTTER SPREAD NOTE: FOWLER CIRCLE - TRAVEL LANE: 12 FEET - ALLOWABLE GUTTER SPREAD = 12 / 2 = 6 FEET - INLETS ALONG FOLWER CIRCLE GUTTER SPREAD < 6.0 FEET STRUCTURES: 2, 3, 4, 5, 6, 7,13, 14, 15 FOWLER STREET (EAST SIDE) -TRAVEL LANE: 21 FEET - ALLOWABLE GUTTER SPREAD = 21 / 2 =10.5 FEET - INLETS ALONG FOLWER STREET GUTTER SPREAD < 10.5 FEET STRUCTURES: 10, 12 FOWLER STREET (WEST SIDE) - TRAVEL LANE: 12 FEET -ALLOWABLE GUTTER SPREAD = 12 / 2 = 8.0 FEET -INLETS ALONG FOLWER STREET GUTTER SPREAD < 8.0 FEET STRUCTURES: 8, 11 VDOT 10-YR LD-347 HYDRAULIC GRADE LINE COMPUTATIONS Station Len Drng Area Rnoff coeff Area x C 7c Rain (I) Inlet Syst Total flow Cap full Vol Pipe Invert Elev HGL Elev Grnd! Rim Elev Line ID Line Incr Total Incr Total Size Slope Dn Up Dn Up On Up F PIPE (ft) (ac) (ac) (C) (min) (min) (inlhr) (cfs) (cfs) (ills) (in) (%) (k) (ft) (ft) (k) (ft) (ft) (DAME I End 59.990 0,00 3.28 000 0.00 2.30 00 8.1 5.8 13.37 97.97 5.53 24 15.99 417.00 426.59 418.60 427.91 41975 435.00 1-out 2 1 109-49 0,16 3 28 074 012 230 50 77 5.9 1361 50.87 993 24 431 429.29 434.01 430.00 435.34 435.00 44467 2-1 3 2 27240 0 13 3 12 062 008 2 78 50 76 5.9 1297 17.57 6.07 24 0.50 434 11 43425 435.39 435.54 444.67 44464 3-2 4 3 92 063 014 2 45 065 009 1 69 50 7 1 6.1 1026 17.32 538 24 050 43435 43481 435.54 435.96 44464 443.57 4-3 5 4 63 374 050 2 14 055 028 1 47 50 6.9 6.1 8-98 915 5.90 18 066 43491 435.32 43611 436.52 443.57 443.32 5-4 6 5 641250.26 140 070 018 1.01 5.0 6.6 6.2 624 8.04 3.53 18 050 43542 435.74 437.33 437.52 443.32 443.95 6-5 7 6 156-46 0.10 0 79 077 0-08 0-56 50 57 6.5 365 9.32 378 15 1 78 435.84 438.62 43781 439.39 443.95 44751 7-6 8 7 32.213 0.00 0.69 000 0.00 049 OA 55 6.5 3-18 664 455 15 0-90 43872 43901 439.39 439.73 44751 447 85 8-7 g g 48570 0 2 t 069 0 79 017 049 50 52 6.6 323 14.37 486 15 4.23 43911 aq 1.16 439.73 441.88 447.85 448.49 9-8 10 9 36.200 0.48 0.48 067 032 032 5.0 50 6.7 2.15 3.85 4.17 12 1.00 441.26 441.62 441.88 442.25 448.49 44831 10-9 11 3 72.816 0,15 0.54 071 Oil 041 5.0 52 6.6 2,72 13.69 3.19 15 383 434.35 437.14 435.54 437.80 444.64 446.81 11-3 12 11 36 740 0.39 0 39 078 030 030 50 50 67 2.04 8 44 4.28 12 4.78 437.24 439.00 43780 43961 44681 446.48 12-11 13 6 27 171 0.35 0 35 074 026 0.26 50 SA 67 1 73 12.66 302 12 905 435.84 438.30 43781 438.86 443.95 443.95 13-6 14 5 27.280 024 0 24 078 019 019 5.0 5.0 67 1 25 10.39 2.52 12 7.27 435.42 437.40 437.33 437.87 443.32 443.32 14-5 15 4 29.317 0 17 0 17 0 79 0 13 013 50 50 67 090 151 3 2.12 12 10.67 43491 438.04 435.96 43844 443.57 443.47 15-4 r zU o w n M U aN 2 QZ l0 Y a O O,n J> ° P/] H 0) a W = C"f) r a J � 00 Qa w o az 00) 0[wr0 0 w OQ Zia J ZO O� LL Z O> N d W N tt l N aW > ui o l7 J O J �> n o w U�OJ w M z _ = O a rn U a z O a z U w 0 F 0 tY] Oz F- m x z x O ,n ,n In ,n a Z Z Z Z > i- z z z z a w w w W g z z z z o 0 z m O O O O g N N N ry N N N w O O O O O O r N N N N N N Qfyi N O .�1 O 4 Z f��ono�D ra I 11 JirtW4Altiew Q Z (7 Ir > z J O� 0= F" Q LLJ w � a � T Q Q _j LL U = U O Q z D4 LJJ D- D q CV0 0 d LL J (0 a p 0 a P4 QLU �`� O J H Q LU 00 P4 CQ OE (7 Q O DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JLT DATE: 10-22-2019 SCALE: AS SHOWN JOB: 8438 SUB: 2019-00170 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 1 1 1 145 10 1 439.54 1 436.00 -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 12 176 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. 41 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 470 465 460 455 450 445 440 26 ®0.53% 435 430 425 420 415 410 405 400 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 = cnr 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 0 W LLZ Ir N (L N W N 'yQ`Jyl' Q � J N J � �> n p w rn Oz~ v W U OOJ w z = rn = 0 a rn U a- z 0 F- z U w 0 H 0 OZ r m 2 z X N N V V W Q r z z z Z F Z Z Z Z d W W W W wM a o- vU 0 0 0 0 Z a W O O O O z 0 0 0 U U d p u H Z Z Z Z 0 > > > > Z m 0 0 0 0 g N N N N N N N W N N N N N N Q � .�. ry o � o 0 Z DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JILT PLT/HO'F Jimmy L. Taggart Uc. No. 22841 44 A�0,j1/07/2021 alew S 10NAL Q Z 0 w ¢ a > pa J z a J Lu cfl m F Q T a Lu p J Q z P4 w Lu D_ o w N o 0 x Lu (D06 a Q Q x Lu fA (r J Q 0 W F x m F- H C7 O DATE: 10-22-2019 SCALE: AS SHOWN JOB: 8438 SUB: 2019-00170 SHEEP: 17 OF 24 I/ 1 1 \ ALBEMARLE COUNTY GIS MANAGED SLOPES \ PRE -DRAINAGE AREA TO POA#12: 2.88 CN=65 Ta 1001 sheet flow w/ A ELEV = V / & 4591 OF CONC. FLOW W/ A ELEV. _ Ta 9.9 min PRE - O 1 year = 1.80 cfs PRE - O 10 year = 7.63 cis \ I L -I --------- __ ------- - - ____ \ ----- -__-__- -�_----_ :- - - _ -r LEGEND LE STEEP SLOPES (MANAGED) STEEP SLOPES (PRESERVED) HP STORM TRENCH INSTALLATION DETAIL 1- MIN. COVER IU RIGID PAVEMENT, H 1 MIN. COVER TO FLEXIBLE PAVEMENT, H - FINAL BACKFILL SPRINOLINE --- - _- INITIAL BACKFILL HAUNCH BEDDING 4" FOR 17-24" PIPE 6' FOR 30*-W PIPE I µN TRENCH WIDTH �I SUITABLE Imo' NOTES: (SEE TABLE) FOUNDATION 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ABTM D2321, "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 N. 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 LIMITED 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 THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REOLARED TO PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS; CLASS I OR 1 MATERIAL COMPACTED TO 90% SPD AND CLASS 11 COMPACTED TO 95% SPD IS REQUIRED. FOR TRAFFIC APPLICATIONS. MINIMUM COVER, H. IS IT (300mm) UP TO 48- (1200mm) DIAMETER PIPE AND 24' (9)0mm) OF COVER FOR 60' (1500mm) DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. 7. FOR ADDITIONAL INFORMATION SEE TECHNICAL NOTE 2.04. L _ Al. .w w RE PLAN VIEW TABLE 1. RECOMMENDED MINIMUM TRENCH WIDTHS PIPE DIAM MIN. TRENCH WIDTH 17 3U' 300mm 762mm) 15" 34' 375mm 864mm 18' 39' 450mm 991mm 24" 487 60Omm 1218mm 6' SOmm 1422mm 36" 64' 900mm 1626mm 42" 77 i 05OMM 1829m " 80 120048nun 2032mm 60' 96' 1500mm 2438mm) TABLE 2, MINIMUM RECOMMENDED COVER BASED ON VEHICLE LOADING CONDITIONS SURFACE LIVE LOADING CONDITION HEAVY CONSTRUCTION HEAVY PIPE qAM. H-25 (75T AXLE LOAD)' 17-48' 17 48' 300mm-1200mm 305mm 1219mm 60' 24' i SOOmm 61Umm 11524.1 ' 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 PIPE DIA COMPACTED 95% 90% 85% 95% 1 90% 95% 12, 41 28 21 16 20 16 16 (300mm) (12.5m) (&5m) (6.4m) (4.9m) Alm) (4.9m) (4.9m) 15" 42 29 21 16 21 16 16 (375mm) (12.8m) (B..8m) (6Am) 14.9m) (6Am) (4.9m) (4.9m) 18" N 30 21 16 22 17 16 (450mm) MARI) (90m) MAm) (4.9m) (6.7m) (5.2m) (4.9m) 24' 37 26 18 14 19 14 14 (600mm) (11.3m) (7.9m) (5.5m) 4.3m) (5.8m) 4.3m) (4.3m 3P 39 27 19 14 19 15 14 Omm (>s 1 11.9m ( ) 8.2m ( ) AM is ) 4.3m ! ) 5.8m ( ) 4.fim 1 ) 4.3m 1 1 38' 28 I,.- ZO t4 10 14 11 10 (900mm) (6.5m) ART) (4.3m) 110m) (4.3m) (3.4m) (3.0m) A-- 30 21 14 10 15 11 10 (1050mm) (9.1m) (6ARI) (4.3m) (10m) (4.6m) 13Am) MORI) 48. 29 20 14 9 14 10 10 (1200mm) (8.8m) (6.1m) (4.3m) (2.7m) (4.3m) (3.0m) (3.0m) W29 20 14 9 14 10 9 (1500mm) (8.8m) (8.1m) (4.3m) (2.7m) (4.3m) (3.0m) (2.7m) FILL HEIGHT TABLE GENERATED USING AASHTO SECTION 12, LOAD RESISTANCE FACTOR DESIGN (LRFO) PROCEDURE WITH THE FOLLOWING ASSUMPTIONS: NO HYDROSTATIC PRESSURE UNIT WEIGHT OF SOIL (yS) a 120 PCF REV.AN%IMUMCOVERHUGHTS RWD Olnt/I] DESCRIPTION BY MMDO'YY CHN'D ) DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS WHASADSINDE3FNDENTLYVERIFIED THE INFORMATIONSUPPUED. THE INSTAUAHON DETAILS PNOVMED HEREH AAE GENERAL TRENCH INSTAUA710M IATKI AND ARE NOT SPECFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO IM IT IS THE DESIGN ENGINEERS RESPONSULRY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE DETAIL (BP STORM) NATIONAL STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS DRAWING NUMBER: $TD•101D 4N0 TRUEMAN BLVD HILLIARD.OHO4XI24 4: 4: 4' 4' 41 41 4: 4: 4 4 4( 4( 3� --- VDOT EW-1 END SECTION & OUTLET PROTECTION ----- INV OUT: 404.00 L� ALBEMARLE COUNTY --GIS CRITICAL SLOPES'' TREE PROTECTION / -REVERSE'SLOPE BENCH FIRE ROAD GRADING TO REDUCE THE SIZE OF THE EXISTING SEDIMENT TRAP �40' ACCESS E4SEMENT POST DEVELOPMENT DRAINAGE AREA TO BE % ROUTED VIA CULVERT: �\ V� 2.74 ac , oP OUTLET PROTECTION SPECIFICATIONS 15 Q1 = 0.772 cfs Q2 = 1.708 cfs Q10 = 5.308 cfs 7RUC77- \ \ - ,EA�ENr \\ y \ \ \ 7\\' 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 I I RAP n uj 4MIN. DEPTH Or;z /UNDERLYING dDr J U- STANDARD EC-1 CLASS 1 O REQUIRED TYPE A INSTALLATION OUTLET PROTECTION MIN DEPTH OF RIPRAP = 24" 94 A rn r Uz w CO o U D1 Z coN � O O( J> 00)) a w IE ,1 w Z > m aZ =cf)W a U0 o O Zw_j 0 O J2a a Z v U ZO OFD � xw a LL O> N d Ir N (D w N W O U w o n 0 U, rn O �0G U w OJ W co I Z _CIE o a_rnU a_ z 0 a z u lJ4 0 0 Z oz m o w a F- F- F- Z F- z z z z O W W W W aJ K 19 w 0 0 0 0 z a U U } U} u} d p F F H H Z Z Z Z 0 =) 7 =) => Z m 0 0 0 0 g N ry q � o 0 Zc-I N M Li 1 lD D vt�c nyJiigart0a1 ti4OG Q z_ 0 i Q W Q J W Cfl w T Q w Q J A = U C a _ a_ M LLI 0 N 0 dS LL! (D 0 Q 0 QW 2 w J � o w W W /U) V Q DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JLT DATE: 10-22-2019 SCALE: AS SHOWN JOB: 8438 SUB: 2019-00170 SHEET: 18 OF 24 I, 1 1 I 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) 1. OTHER DESIGN CONSIDERATIONS: TRAIL BREAKS TO PREVENT `\ I EROSION, WITH FOOT BRIDGES OVER MAJOR OBSTACLES.. PRIMITIVE TRAIL SHOULD CONNECT INTO THE EXISTING NATURAL TRAIL FROM BELVDERE BLOCK 10. i 1 \ I \ 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 LEGEND STEEP SLOPES (PRESERVED) SCARLET OAK IN 11157 \\\ \ � .\\ ' .,• • / i .. i '� .. / y y � ..,, ';�.;� a SHADEMASTER THORNLESS '`• ' l' I - ` 1 j °3� HONEYLOCUST r•7 /'"/.; �• -. �' __ ---- GREENSPIRE LITTLELEAF LINDEN Y \ \ \ \ \ \ \ a• \. IN \ \ \ 1 O ..I 1 / / ' i' ,-' _ ------ __ __ ---- VILLAGE GREEN ZELKOVA SEE SHEET 21 FOR ADDITIONAL -TP- DENOTES TREE PROTECTION NOTES &DETAILS ,, y __-- \ � / \ `,', FENCING AROUND TREE SAVE \\ , AREA. SEE DETAIL ON SHEET 21. y - ----------------- \ / \ ------------ 04, ' TP DENOTES TREE PROTECTION \ �' FENCING. SERVES TO ITICAL .\ \ \ \ �. ``�- \I `' \ i I\ \ \-'..'.'', '. \; 1 ' SLOPES. AREA TO BEDELNCEDTO OFF y' TO STARTING CONSTRUCTION. SEE DETAIL , \ ' I . 1. . \ M \ c5� 1 1 / ON SHEET 21. \ \ \ ----- ` � \ ! , .I 1 \\ . \. \\ :;\� .\�. .��.. .��' ).. •.!4'.� 1 V'•�1 .L'•'I'".V I `b- / \ ` /' / �� \�� `,\ \ I I I 1 I A \ I . ..`�• �•• v v '�`• 1'. 1�+ 1•'�I V'.� I � I A , A v A 1 X I / i I I � I I \ / 1 i � .. 4 � '�. ,� ,\ .. � :,.` \, � .'1. ,•�. � '.\ I ,�.' I. .I' , .\ I I I w \ \ / / �\ \t�6•.'•f. ;I �I �/ \ f .\ \ jm I I � ` \ .\ .\ `__ tl I II I �1 '.\ 1 I 1. -.; I''I /\/. ��•�'•�' �! '' ./-�/ (.�✓. %. '.1 �2 , I I \ \ 1 � � \ � \ \ \ \ � \ \. \ .• ' I l r Y ,( ,�I t. ,, / ' / , / ' , / / -TP- DENOTES TREE PROTECTION V A A •v� / r / / / FENCING AROUND TREE SAVE `v I AREA. SEE DETAIL ON SHEET 21. \ BELVEDERE LAND HOLDINGS LLC TMP 62A3-1 -- ' \ / l l VACANT ZONING: NMD 90.78 ACRES,` - � �. '\' �\\ '�\ .\ �, \ \.\ \•�" \ \� / + I ' I I , 7 i l l / :i'• � %� l ••i . ai l � � i i � � / \\ \ \ I i / / i i i LC \ ` \ TREE SAVE I /' \ \ \I 11 I 66,034 SF \. \ \ \ \I (DECIDUOUS TREES) i• '. I ; I bO Iy . 1 (''I. l ';•' II I I V `\. \V A 1 .1'1. \I . 'A V A A. 1 A I YI �\ 11 �`, A `V AA' .I• I t 1 I 1 + 1 I I I f I \ , I � V 1 i 1 1 \ e ' \ \ 1. `_ / \ \ \ . I . 1 I •' 1� I I I / I I , / , /' .' .' / / / / / / , it \I \\ \\\ \\ \\. VI I \\ \I \\ \I \ I1 7 .1 �I' / I ' / // /' / / % 0 111 11 I I .I 11 11� 'I .II "1 1 '\"\'\11\I \ \ � �''/ �I� �I t �'.� I.•I' / '���J I � 1. 'lO I I / \ ' / /' /' '' / / / % % / / i I I�I I I r I. I I 1 , / / \\ I �� I .I I' I � 1 . 11 11 ' \I \ \\ \I 1 1 \ / \ \ �q�- I , f / I ' .,I I .. I I I : � • l I ' I ' . I I II I `\\ � i / /' /'' /' / / / i i i / / i i \ \/ \ ✓� \� r I APPROX LOCATION II I I \. \\ \\. 11 \ II 11 \I 1 \, / , /• i II. I• :I ' ! f 4 : -� '. I I \I / j / /' /' /' / / , / / ' ' / 11\ ;'\ ('�yV�\ i i -;' I I I II i PRIMITIVE TRAIL 111 111 \\ '1 11 1' 1 \'' \ 11 \ / \ \ , / I, J r . l I I \ •' I O i 11 11 1 I 1 I I `t , / / i I j. I \I1I 1 1 III I 11 �1 \ \\ \I. y'' I•�.- ,, '. .I I�, I� I � �� ��� �il♦ � �—yI � � � � — � M Lo I I !�ill'I1vvvv`vaPr�-�, III ��II ;;ACI,�ILII�IE _--------- SHEET 1� .0 •0 ■■■■■ zU o w U aN 0p 0 � > Frn atL = Q T 3: J � �1 CEw �- m �4 IL =w 0 r OQ z�a -1 z_ � v 0 ZO O LL Z CE ojr > N d w N WLu N i co J NO _J U1 i � OZ ~ v U OOJ w a_ z _ = O a rn U a- z 0 a u u 0 W a 0 O z r m 2 z X o H F H H z j 1- z z z z d W W W W 5 0 U a a w Z Q 0 0 00 0 0 z s OW z z z z o 0 0 0 0 z m 0 0 0 0 v v u u W O O N N N N 0 PLTH op Jimmy L. Taggart 4 Lic. No. 22841 W A�o,,E01/07/2021 G14w ssIONAL E� Q Z a IE Q w a z a Ln W Q��L//u� (Dw r� VJ T Q LLI W J LL Q z o z �Lu D- D LLN0 dSw W F:a C) Q Y z Q Lu 2 � X 0 J H Q A Lu m Q 0 IE DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: DATE: 10-22-2019 SCALE: 1"=30' JOB: 8438 SUB: 2019-00170 SHEET: 20 OF 24 i DRIP LINE PROTECTIVE DEVICE MAXIMUM LIMITS OF CLEARING AND GRADING PROPOSED GRADING \ / / o. 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 COMMON NAME SIZE NOTE 10-YEAR TREE COVERAGE I 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 IL 0> N [L N W N ty`rJy1' Q ui o � w o W Or W v OO U J w Cam¢ z =m= or a M U a z O a a U 0 r 0 GA 0z m x w r z z z z z z z z a w w w w5 0 0 0 0 0 z a w 0 0 0 0 z p z z z z H H z z z z o g 0 > > =)z on0 0 0 o g N N N N N N Q ti N Q ^i O O 0 0 o ZN M u'1 UJ JILTo44$NA"T//Hop `roc U 9 Jimmy L. Taggart Lic. No. 22841 44 Ado,,01 /07/021 14 ESSIONAL ECG Q Z_ 0 0 Q W in L , Q z E- QW In COW Q J �a Ja ai W WO C!1 C) E- J Cr z o �W D-o N l6 W � z a Q Q I w Q W a x 0 J Q g z W Fr m 0 a 0 DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: DATE: 10-22-2019 SCALE: NA JOB: 8438 SUB: 2019-00170 SHEET: 21 OF 24 Buffer Space W= 5 ft. 3 ft min. 6 frFin. w/trees i 3 fr min_ Plant Ilse i 7 In. Mn texth7r li Ap curb 4 !n 01!7. elsewhere ; i r r . (CO17w19•d SIAwcallfl• if the L0W 5mce Is poved.construaton stuff be on a0( lvoia d subgrade and HIS th1Ck:'7ess srDll match M7t of the sldewalt.lE wever. the area will nor be wnsldered part of the minia m wldM rWulred fur s1dITW'elk. if Trees are plamd In paves pWowlOn ofws.ffW s471rbe ppv71,'ed in trW WBIiS tMtirl kde a pfdnilrJ2 grella oplvawed by The OistrlctadBVnistra!ar's Dlesignee. However. rte width dr sidewalk pDsshtg the tree welt shale be ut least 4 fmt In width FIGJRE 6 - DETAIL BACK OF CJRBS MATERIALS TO TRENCH SPOILS TO BE PLACED ON THE GROUND TO BE GRADED BE PLACED ON THE i/LOW SIDE OF TRENCH TO ORIGINAL CONTOURS HIGH SIDE OF TRENCH DURING CONSTRUCTION. AFTER BACKFILL. DURING CONSTRUCTION. 00 TOP OF GROUND �- SLOPE N N _ - COMPACTION PER COUNTY SPECIFICATION REMAINING BACKFILL SHALL NOT CONTAIN ROCK, CLOD, OR DEBRIS MATERIAL LARGER 36" MIN. .THAN 57 1 ANY DIMENSION, 24" MIN. MIN. INITIAL BACKFILL' (6" LIFTS) 'THOROWHLY COMPACTED BY HAND OR APP.RO.VED, MECHANICAL TAMPER. EMBEDMENT DIAMETER OF PIPE O '.SPRING .'LINE .OF'.PIPE HAUNCHINO ,BDDVNG: 6" MAX NO. 68 STONE ON4 MIN. FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS' ARE.'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 STANDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. STMOARD MH-1 NOTE' FRAME 1, COVER THE TOP OF MASONRY IS TO BE LEFT SUFFICIENTLY LOW TPERMIT PROPER ADJUSTMENT OF COVER AND FRAME TO GAS RADE S THE USE OF MORTAR OR BRICK DIRECTED BY THE ENGINEER. SHEET 1 OF 5 REV.7/01 006. 11 I� ST-1 J_ • DIAM •T R 44'-8".,I x WALL THI KN ) T N SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK T-DI-1 STANDARD DI-1 FRAME TOP ALTERNATE TOP I I gIIIIIT �IIIII��I��III I 4._10" i i 01111100100111 I uuuuU50500 �I �IIIIIDDIDDIII rl� Imo- 4'-10' DIAMETER 4'- DI-1, 1A PC RECOMMENDED MINIMUM HEIGHT CHART PPE H DIMENSION SE CONCRETE CORR. METAL 12" 2'-G" 2'-5" 15" 2--9 4' 2'-8" Is" 3-K„ 2'-11• 21" 1 Y-2" 24" 3'-7" 1 Y-5" s 8" DOWELS 12 M5 BARS (WITHB0DW 6RATE) •I • GROUT 5' LONG (63 LBS.) •I .•I. NOTES: I• 1 SEE GENERAL NOTES PRECAST FOR ADDITIONAL DETAILS. NOTES: 2. CONCRETE TO BE 4000 PSIMINIMUM. 3- REINFORCING STEEL IN ACCORDANCE W17H ASTM C-478, ASTM A-497 1. TONGUE AND GROOVE JOINT TO BE OF FABRICATOR'S DESIGN MEETING THE (WIRE FABRIC) AND ASTM A-615 (REINFORCING BANS). APPROVAL OF THE ENGINEER. JOINTS ARE TO BE SEALED WITH MORTAR, OR 0-RING GASKETS tB BUTYL RUBBER. < CONCRETE COVER AND GRATE ARE 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 ME MINIMUM. ACTUAL MM S MS MAY VARY WITH ALTERNATE JOINT DETAILS MANUFACTURER. SPECIFICATION STANDARD PRECAST TOP UNITS REFERENCE 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 233 003.03 302 HALF PLAN VIEW HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE 45• NOTES 1. QUANTITIES SHOWN ARE FOR MANHOLE 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 } 0.5 0.785 1.437 5 0.7 0.785 1.699 8 0.9 0.785 1.951 7 1.0 0.785 2.223 8 1.2 0.785 2.485 9 1.4 0.785 2.747 10 1.6 0.785 3.009 11 1 1.9 0.970 3.455 12 2.2 0.970 3.817 13 2.5 0.970 4.179 14 1 2.11 0.970 4.541 15 3.1 0.970 4S03 16 3.4 0.970 5.265 17 i 4.0 1.173 8.032 INCREMENT 1 0.45 0.582 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 MNIMUM THICKNESS OF SAME IS TO BE 5". OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. S 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 IN -SA, 3B, x EXPANSION KEYED FOR DETAILS OF INLET JOINT CONST. J E %PANSION JOINT 3'-O" FRAME M COVER m APPROACH SEE STANDARD IC-2. BACK OF SIDEWALK JOINT BA( G P fpUWARE BANS G 4" '• 2" w m� " QUTTEI� BARS i0 2" C 5„6,6, BARS B $ - BAR C2„ - SUBBASE ARS F I�I z - -_ - -_ HARDWARE CLOTH OI z i t AIRS F - WEEP HOLE. O ,IM„ o SEE NOTE e III i I 1 ,: N n x W STEPS'SE F AR A m` AR B II N ARS D FACE OF CURB B NOTE SB N CR K CONTROL JOINT GUTTER CRACK CONTROL JOINT 6 MN. PLAN SECTION A -A M IAA 10' MAX. KEYED COAST, JOINT L-VARIABLE - MAX. 20' WARPED g• 2._6•. �B g" S•.p'• 2,• •_7 f 11 CUTTER " APPROACH r j A GUTTER io P t BARS G J e BARS F BARS E 14r-B TN - Mo BANS E 1A3" DIAMETER WEEP HOLE FRONT ELEVATION BARS F g„ 1._g., g„ BARS e - - - - - (GUTTER REMOVED) }/ , Y-O" W. 5)C/�" BENT RATE - SECTION B-B It N /�' R TYPE A H T -7 I .•% 1 ••XI " Y E NOSE DETAIL SHALL BE USED WITH CC•3 • CG STANDARDS. L21/ 2/ /4 r GAL ANZ D TYPE 8 NOSE DETAIL SHALL BE USED WITH CG-2 & CC-6 STAND b!!! TYPE A (11 rypE 8 I/i' % 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO ANGLE IRON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH X 4" STUD SHEAR /2 NOSE DETAILS WELDED TO BENT PLATE AT 2-C-C. 2" PPPR.PAVEMENT DI-3Ai L 01-38 L DI-3C L •N� DUMPED PAVEMENT -7- x I iLOW FLOW I FLRW p.p.. (�'y� J (�y) I T - >!�L �L DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL \vDOT STANDARD CURB DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET I of 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) • 8' 233 IO4.09 08/10 VIRGINIA DEPARTMENT DF TRANSPORTATION 302 S-1 ---------- SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. I I I I I I SLOPE TO DRAIN TO INVERT OF OUTLET PIPE ECTION A -A IF TREATMENT IN DROP INLETS SLOPE TO DRAIN TO INVERT OF OUTLET PIPE a• 9 :!r a 4' SECTION S-E PLAN METHOD OF TREATMENT IN MANHOLES SPEDDCATKN REFERENCE STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 06.08 CG-9B `. I- ENTRANCE _ LIMITS OF BED. ACCESS RWTE IN o LIMITS OF BED. ACCESS ROUTE® UNPAVED SPACE NON -TRAVERSABLE 2 UNPAVED SPACE WIT F ENTRANCE _ 4: 3 LIMITS OF BED. o LIMITS OF BED. CCESS ROUTE ® NON-1RAVERSABLE ' ACCESS ROUTE PEDESTRIAN ACCESS ROUTE DETAIL WITH & WITHOUT UNPAVED SPACE ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND EXISTING OR PROPOSED MOOT RIGHT -OF WAY. 1 1 ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS ' >. • �, - I:' UNOBSTRUCTED, STABLE, FIRM AN SLIP RESISTANT c PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A ?o.�o4e4 e4o FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. IF ACCESS ROUTE IS ADJACENT TO BACK OF CURB,NNIMUM WIDTH SHOULD BE 6'. SECTION F-F O -.a-J HALF PLAN k F PEDESTRIAN ACCESS ROUTES 9A ARE BEING PROVIDED, A MWRAUM w RS LE WIDTH VIDED, A IS WITH A MM. 2t CROSS SLOPE. . 2/. • e. WHEN USED IN CONJUNCTION WITH STANDARD p, ' PARABOLIC CO-3 OR CG-7. THE CURB FACE ON THIS VE STANDARD IS BE ADJUSTED TO MATCH THE o ���_ MOUNTABLE CURB CONFIGURATION. R �0.604o4 o4e ® - - - NORMAL GUTTER ® -- SECTION E-E •t..� .p- s. •°• •°" •°• •°. -°• e. ebo444o: ee *0%TO 10%CHANGE P. e 4b4'4pe4 oY: o:$'d4O. O4e CLASS A3 IH.E.S.)CONC. e"e 44';eY I WONI 6" AGGR. BASE TYPE I SIZE 28 • �• 5'-0" ® PONT OF GRADE CHANGE �.'?- 12X MAX. SLOPE 5"0" .•p'• FOR CUR13 AND GUTTER ONLY A ••li. - I;. • n. R S r I x x 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS .,UTTEI4 BULT CONCURRENTLY ee �'4e4 o:4 • c SECTION C-C A x x 3 % MAX MUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND 8 % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D-D SPECIFICATION \VDOT REFERENCE STANDARD ENTRANCE GUTTER ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF iRANSPORTAT10N 07/15 20302 DETAIL 1 SECTION B-B DETAIL 2 TYPE OF OUTLET PROTECTION MATERIAL MAXIMUM CRY LET (FOR DESIGN STORM) UNNUM "T" INCHES) CLASS At CLASS At DRY RIPRAR 8 fps 18 CLASS I CLASS I DRY RIPRM 14 fps 24 CLASS I CLASS I DRY RIPRM 19 fps 36 SECTION A -A PLAN VIEW y xe an � r. I :cnid: � a � a7m (•� e TABLE OF QUANTITIES DI-3A, 3B, 3C TYPE L AREA OF SLOT REINFORCING STEEL Concrete BARS A BARS B BARS I BARS D BARS E BARS F I BANS G WEIGHT Ft. . FL Cu. Yds. No. Lin. Ft 41 No. Lin. FL • No. Lin F:. # No. Lin. FL No. Lin. FL• No. Lin. FUH No, Lin. FL Lb.. DI 2'-6" 1.15 2.26 - - - - 1 5'-7" 3 3'-2" - - - - 6 1'- 22 4' 1.83 2.59 5 V.6" 2 6'-7" to 6'-IO" 3 5'-7" 3 Y-2" 4 T_61' 3 1'-6" 4 1'-0" 64 .7 5 '-6" 6'-7" '- " '-7" 3 Y-2" 4 '- 3 1'-6" 4 1 ] .4 6 5 5'•6" 10 '•]" 3 3'-2" 4 3 1'-6" 4 01-39 5 7'-6" 14 6'-7" to 6'-10" 3 3'-2" 7'-6" 3 1'-6" 4 11,011, 1 4.34 5 9p_6" 18 to '.7. 3 3._2" 4 ._ .. 3 V-6" 4 1.-0., 14' 6.42 4.78 5 11'-8" 22 - - 3 5'-7" 3 3'-2" 4 il'-6" 3 1'-6" 4 - 1 ' 7. 5.22 5 I ,_ " 3 6 B '-7" 3 3•.2" 4 1 '- ., 3 1'- " 4 4 18' .25 5.66 5 15'-6" 30 6*-7" '- " 3 5'-7" 3 3'-2" 4 15'-61, 3 I'-6" 4 '- 1 20' 9,17 6.09 5 17'-6" 36 '-7" 6'-X)" 3 5,-7" 3 3'-2" 4 17'-6" .3 I'-6" 4 1'- "438 6' 2 75 3.01 10 V-9" 4 6--7" to 6'-O" 5 5'-7" 3 3•.2•' 8 T-9" 6 1'•6" 2 F- " 1" 8' 3.67 3.45 10 2'-9" 8 6'-7" to 6'-O" 5 5'-7" 3 3•.2•' 8 2'-9" 6 1'-6" 2 11- 158 10' 4. 10 3'-9" 12 6-7" to 6'-D" '-7" 3 3'-2" •- " 6 I'-6" 2 1 5.50 4.33 10 4'-9" 16-7" ,- ••-7" } 3'-2" 4'-9" 6 I'-6" 2 2 DI-3C 14' 42 4.77 IO 5'-9" 20 6'-7" to W-10" 5 5'-7" 3 3'-2" 5'-9" 16' 7.33 5.21 10 6'-9" 2{ '- " '- " 5 5'-7" 3 3'-2" 6--g" 6 I'-6" 2 - 4 18' 5 5.65 10 7--g.. 28 6'-7" to W-O" 5 5'-7" } }.-2" 8 ]•-9^ 6 I'-6" 2 NOTES 1. DEPTH OF INLET IN) TO BE SHOWN ON PLANS, T. #4 X 8" SMOOTH DOWELS AT APPROXIMATELY 15, THIS AREA MAY BE EARTHEN IN WHICH CASE 12" C-C TO BE PLACED N ALL AREAS ADJACENT THE EXPANSION JOINTS WILL APPLY ONLY TO 2. THE "H" DIMENSION SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENT CURB AND GUTTER. AND SPECIFIED ON THE PLANS WILL BE SETTLEMENT. MEASURED FROM THE INVERT OF THE OUTFALL 16. CONCRETE OUANTITES 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 PIPES. THE AMOUNT PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY DRAIN SUBBASE MATERIAL. WEEP HOC[ WITH DISPLACED BY PIPES MUST BE DEDUCTED TO FOR ESTIMATING PURPOSES AND THE ACTUAL 12"X12" PLASTIC HARDWARE CLOTH '/�' MESH OBTAIN TRUE QUANTITIES. FOR NLETS OF DIMENSIONS SHALL BE DETERMINED BY THE OR GALVANIZED STEEL WIRE MINNUM WIRE DIFFERENT DEPTHS ADD OR SUBTRACT 0.32 CONTRACTOR FROM FIELD CONDITIONS. DIAMETER ODY' NUMBER 4 MESH HARDWARE CUBIC YARDS OF CONCRETE FOR EACH FOOT CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF DEPTH. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS OF THE STRUCTURE. TO BE SHAPED IN ACCORDANCE WITH STANDARD 17. LENGTH OF ANGLE IRON AS SHOWN ON SHEET I IS-1. T COST OF FURNISHING PLACING HE F AND NG ALL 9. REINFORCING TE L SH L HAVE A WIN. ALLSTEEL AL F IS TO L+16" AT 4. L ./FT.. 0 2 BE O BS MATERIALS INCIDENTAL TO THE SHAPING R TO BE COVER OF 2". INCLUDED N THE BID PRICE FOR THE STRUCTURE. 18. +F DENOTES LENGTH OF ONE (Il BAR. 10, AIl REINFORCING STEEL TO BE CUT CLEAR OF IN THE EVENT THE INVERT OF THE OUii ALL OPENIN BY 2". ALL OPENINGS 19. ALL RENFORCNG BARS i0 SE*5. 4. PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE. THE INVERT OF THE STRUCTURE D. CAST-N PLACE CONCRETE IS TO BE CLASS A3 20. WHEN INLET IS USED IN 4'-0" MEDIAN, BACK OF SHALL BE SHAPED WITH CEMENT MORTAR TO (3000 PSI). PRECAST CONCRETE IS TO BE INLET IS TO BE SHAPED TO CONFORM TO PREVENT STARING OR BONDING OF WATER 4000 PSI. PROPOSED CURB. IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS NCDENTAL TO 12. LENGTH OF SLOT IU WILL, N EVERY CASE. BE THE SHAPING IS TO BE INCLUDED IN THE BD SHOWN ON PLANS. PRICE FOR THE STRUCTURE. 13. F INLET IS CONSTRUCTED MEDIA CURB OR 5, STEPS ME PROVIDED WHEN H WITH INTEGRAL CURB. GUTTER IS TO BE E OR GREATER. FOR DETAILS SEE STANDARD ST-1. . R A ST- TAIL EMITTED (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 DFMB. REFERENCE STANDARD CURB DROP INLET ROAD AND BRIDGE STANDARDS 233 12" 30" PIPE: MAXIMUM DEPTH (H) - 8' REVISION DATE SHEET 2 OF 2 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 0430 NOTES 1. DEPTH OF INLET DO TO BE SHOWN ON PLANS. 9- ALL REINFORCING STEEL SHALL HAVE A MIN. COVER MAXIMUM DEPTH DO TO BE 2a. FOR DEPTHS OF 2". LESS THAN 9' USE STANDARD DI-2A 20 OR 2C. 10 ALL REINFORCING STEEL TO BE CUT CLEM OF ALL 2. THE "H" DIMENSION SHOWN ON TIE STANDARDS OPENINGS BY 2"_ AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL PPE TO THE 11. CAST -IN- PLACE CONCRETE IS TO BE CLASS A3 TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. ME APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS SHALL 12. LENGTH OF SLOT (U WILL. IN EVERY CASE, BE BE DETERMINED BY THE CONTRACTOR FROM FELD SHOWN ON PLANS. CONDITIONS. 13. THIS STANDARD IS INTENDED FOR USE IN CURB 3. WHEN SPECIFIED ON THE PLANS THE NVERT IS TO AND CUTTER SITUATIONS ONLY. BE SHAPED INACCORDANCE WITH STANDARD II 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 RAN VIEW OF INLET SEE STANDARD DI-2A 4. IN THE EVENT THE INVERT OF THE OUTFN.L RIPE 2B, 2C. IS HIGHER THAN THE BOTTOM OF THE STRUCTURE THE INVERT OF THE STRUCTURE SHALL BE SHAPES 15. FOR DESCRIPTION AND LOCATION OF DIMENSION L WITH CEMENT MORTAR TO PREVENT STANDING OR SEE SHEET 104.03. PONDING OF WATER N THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS 17. FOR NUMBER OF BARS A-F REQUIRED AND LENGTHS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED SEE SHEET 104.04. IN THE BID PRICE FOR THE STRUCTURE. 5. STEPS ARE TO BE PROVIDED. FOR DETAILS SEE 18• QUANTITIES SHOWN ARE FOR MINIMUM INLETS OF EACH TYPE. FOR NLETS OF GREATER DEPTHS STANDARD ST-1. (H)OR LONGER SLOTS (U INCREMENTS SHOWN 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. PER FOOT MUST BE ADDED. THE AMOUNT OF CONCRETE CONCRETE AND STEEL DISPLACED BY PIPES MUST 7. 114 X B" SMOOTH DOWELS AT APPROXIMATELY 12" DEDUCTED TO OBTAIN TRUE QUANTITIES. C-C TO BE PLACED N ALL AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT SETTLEMENT. 19. FOR DETAILS AND DIMENSIONS OF CURB, SLOT, BEAM, IN LIEU OF DOWELS A 2" X 4" NOTCH MAY BE COLLAR AND GRATE DROPPED GUTTER LINE, MD REINFORCING AND SYRUCTURAL STEEL NOT PROVIDED. SEE STANDARD T-DI-3. 4 FOR DETAILED SEE STANDARD 01-2A ALTERNATE DESIGN. S. 3" DIAMETER WEEP HOLE IS TO BE LOCATED TO DRAIN SUBBASE MATERIAL. WEEP E WITH 12" X 12" PLASTIC HARDWARE CLOTH " MESH OR GALVANIZED STEEL WIRE MIMESH 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- In. FL Lips. Cu. Yds. 2AA 2'-2" AGO 2.77 288 4'-0" 647 3.05 2CC 6'-0" 6B5 3.38 INCREMENTS TO BE HOED FOR EACH ADDITIONAL FEET OF DEPTH <H) AND. OR SLOT LENGTH fU H L Cu. YIN. Cone Lbs. Steel Cu. YIN. Cane. Lbs. Steel 0.28 1 64 _ 0.28 64 0.16 17 0.28 1 64 0.18 17 SCHEDULE OF REINFORCING STEEL SEE NOTE 17 BARS H BARS N1 BARS V NO REO'0. LENGTH NO LENGTH REQ'D. NO REQ'D. LENGTH (1.SH+D+B 3'-2" 11.51+iM-e 3'-3" 36 STANDARD CURB DROP INLET SPECIFICATION REFERENCE 12" - 24" PIPES DEPTH (H) = 9' to 20' 233 k114.05 VIRGINIA DEPARTMENT OF TRMSFOI ATKXN 302 EC -I NOTES: 1, FOR MULTIPLE LINE INSTALLATIONS. DIMENSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (W), 2. ON MY INSTALLATION REOUIRING CULVERT OUTLET PROTECTION WHERE NO ENOWALL OR ENDSECTION IS SPECIFIED ON THE PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE WITH DETAIL 2 SHOWN MOVE. 3. GEOTEXTLE FABRIC TO BE INSTALLED UNDER CLASS At I, AND I 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.EWPTICAL OR ARCH CULVERT. • 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 lU TYPE A INSTALLATION 3H TYPE B NSTALLATION 5H SPECIFICATION `VDOT REFERENCE CULVERT OUTLET PROTECTION 2Ds ROAD AND BRIDGE STANDARDS 245 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 303 414 113.01 S D X SEE NOTE 1 F L C-2 LETTERING LETTERS 21yj DIA se• DIA 22' OIA DETAIL A • 01i1 qt INLET COVER SECTION rL NONSKO iM" O K e"RF.ONATm INLET FRAME STEEL PLATE THCK STEEL PLA NEOPRENE OM THKX ll RIDIPoICTUR/L COMPONENTS SHALL CONFORM MATERIAL A YY22 TO NLSIITO M2RR. IR FLAT BIR fWELOFO TO FLASH FAR COVER SHALL HAVE A CONTINUOUS DETAIL A ONLY) SHEET 2 OF 3 s CIFC.Tn" STANDARD INLET AND FRAME COVER " VIRGINIA DEP/lTI1QR OF TRAL9'tlNTATDK 302 105.02 SHAPE TO B BEVELED WITH MORTAR NOTES 1. 'YAP" 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 ABOVE 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 A3. FOR PRECAST SEE SHEET 101.02. 4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND ALL SKEWS(O•TO 45'). 5. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT. EW-1 ENDWALL FOR CIRCULAR PIPE DIAMETER OF PIPE CULVERT 12" is" 18" 21" OR 24'• 7" OR 30' 33" OR 36' A 0'-6" 0'-8.. 0'-9" 0'-11" T_O- B 0,_tl�� 1,_1.. T_3" T_6., 1_g„ 2._0" C 1'-4" T_7" T_9" 2,_2" 2._6, 2,_g,. D r-0" T_3" T-6" 2,_O. 2`-6" Y-0" F 0'-6. 0'-8" 0'-8" 0'-9" 0'-9. 0'-9" H 2'-3" V-it" 3'-2" 31-91. 4'-3" 1'-9" L-0" /0'-0" 1Y-0" 0'-lyi" p._2.. 0�.2'Ji 9-3'/i' 0'-3y'i' 0'-T/i" 0'-P/i' 0'-2- 0'-2Yi" 0,_}., CUBIC YARDS OF CONCRETE CONC. PIPE 0.241 0.492 0.697 L319 2.067 2.947 C.M. PIPE 0.257 0,521 0.739 T398 2.198 3,145 EW-I,IA E qFL60W -_---______ -C 6. BEVEL EDGE IS REOUNED ON THE HEADWALL AT THE INLET END OF THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT). ]. 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. Y!' CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. EWIA ENDWALL FOR ELLIPTICAL PIPE SIZE OF ELLIPTICAL PPE CULVERT (SPA x RISE) 23"04" 30"x19" 34"x22" 38'x24" 42"x27" 45"x29" 49"x32" 53"X34" A 0'-8" 0'-9" 0'-O"1'-0. B T-2" 1'-5" V-6" V-8" 1'-9" /'-D" T-11" r-11" C II V-11•1 2--l" 2'-4" 2'-5" 2'-7" 2'-8" 2'-9" 0 1'-2. V-7" I'-D" 2'-0" 2'-3" 2'-5" 2'-8" 2'-10" Fp._g.. p._g.. O._9.. 0._9.. 0._1.. 0._1.. p._g.. H 2._10.. 3,_3.. 3._p, 3._g.. 4._0" 4._2" 4._5" 4._7" L 5'-5" 7'-2" 8'-6" 9'-2" O'-2" O'-11" 12'-1" 12'-11" S 1._ll., 2._g�� 2._10 3..2., 3._6.. N.g., q,_p. 4'-5" a 0'-2%2" 0'4/4" 0'4ye• 1 0•_4" 0'-4'/2" 0'-0," 0•.5•. 0•-5'h" b 0'-2" 0'-2'/i. 0._2k" 1 0._3" 0'-3'/i' O'-3Y'4, 0'-4" 0'-4/i' CUBIC YARDS OF CONCRETE CONC.PPE 0.502 1 0.855 1 1.236 1 1.500 1 1,811 1 2,101 2,512 1 2.801 SPECIFICATION REFERENCE A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. `VDOT STANDARD ENDWALL FOR PIPE CULVERTS ROAD AND BRIDGE STANDARDS IDS 12" 36" CIRCULAR AND 23" X 14" - 53" X 34" ELLIPTICAL PIPES REVISION DATE I SHEET I of 1 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 04/19 01.01 (n vz o I--i w wPP.. O V �N Z IO//�� Q toX U rA Q . 3 cri 7 1% F CO W O rn Q U a m46 H OOl Y W Ol M U a c U z C7 °Cn s W W C7 w 001 C N Ow W N N Q > > N (F/1 W(A t` o z OA,�/ M.7 Fit Uwb w n on ¢ 0 0.� Q: Q. 0. rn U a z O I z V N 0 a 0 z 0 z W GO m 2 0 V) vt V) N UL Q r r z H z z z z CL W LUW W 0 d i W Z Q 0 0 0 0 0 V V U U d z O h H z z z z 0 2 > > z on 0 0 0 O g N 0 CD 0 0 0 N N N N N N IyJ N N N O O O ry o .^-1 0 0 a w S , N O CC,G . O c-I N DO Z O V M!1 lD DESIGNED BY:j UVN DRAWN BY: I ARC 'CHECKED BY: JLT PyTH Op Dr�� Jimmy L. Taggart Lic. No. 22841 4,, A�a.N l /07/2021 G�4w SSZONAL B� Q z_ Ix 5 QLO W Q <� LU (D w (1, T .4 J = LUU p [-- LU F N OU w �/ o2S Q Q 1 1 1 I j Q W Mr W W E- 'Q Q DATE: 10-22-2019 SCALE: NA JOB: 8438 SUB: 2019-00170 SHEET: 22 OF 24 ATTACH 42" SAFETY RAIL TO TOP COURSE OF FINISHED WALL BLOCK BY FENCE OR RAILING APPROVED STRUCTURAL METHOD (DESIGNED BY OTHERS) SLEEVE AND NON -SHRINK GROUT AROUND POST TOC SLEEVE INSTALLED DURING WALL CONSTRUCTION CAP BLOCK NOTE: SEE RETAINING WALL PLANS UNDER SEPARATE COVER TYPICAL RETAINING WALL WITH FENCE CROSS SECTION MULCH MAINTAIN POSITIVE DRAINAGE 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. 8' O.C.; TYP. PLAN PROPOSED WOODEN SCREENING FENCE N.T.S. NOTE: OR APPROVED EQUAL BY COUNTY OF ALBEMARLE 4 X 6 X 6 POST; 1" WASH ON TOP. SET POST A MIN. OF SIN GROUND. SECURE POST WITH QUICK DRYING CEMENT (OR EQUAL). 6" HALF -ROUND OR 4 X 4 POST CAN BE SUBSTTUTED FOR THE 4X6 POST SHOWN AT OWNER'S REQUEST. FENCING TO BE CENTERED ON COLUMN EXISTING GRADE END -SECTION 12" - 60" PIPE HUB END ON OUTLET END -SECTIONS 4S�G6�ENO ON INLET ENPSECTKN _ � x E CONCRETE TO BE JJJ 4000 P51 NNMUN PLAN 6701RgIPJPf:0:1 DIAMETER OF PIPE - E - END VIEW END SECTION DIMENSIONS PIPE DIAMETER A B C 0 E 12„ 4' T_0„ 2,_0„ 41_011 2,_0„ is.. 8„ 2,_y, T_9„ 4,_0„ T_8„ is.. 8„ 2,_y, T_9„ 4,_0„ 3_0„ 21„ BI „ 2'-11„ 2,_T, y,_0„ 3_6„ 24" „ 3_7„ 2,_6„ 8,_T, 4r_0' 27" „ 4,_0„ 2,_T, 6,_T, 4,_8„ 3D" T_0„ 4,_8„ T_7 8,_7 B.-O.. 33" 1'-1 , 2,_3 , 7,_1 , 35" p_3„ y_y, 2,_70 42" T_8. y,_y, 2_11" 8,_2' 4B„ 2,_0„ 2,_2" 8,_2' 7,_0' 54„ 2,_3„ 8,_y, 2,_ g,_21 „ 7,_g„ 80" 2'-W' S'-0" II ALTERNATE END -SECTION 12" - 60'' PIPE ES-1 HUB END ON OUTLET END -SECTIONS SPIGOT ENO ON INLET ENO -SECTION x_ _ X r - _ CONCRETE TO BE LLL E JJJ 4000 PSI MINIMUM PLAN SECTION X-X END VIEW END SECTION DIMENSIONS PPE DIAMETER A 8 C O E 12' V. 2'-0„ V_V 8,_1„ 2,_0„ 15. 8" 2'-3" 3.-10„ 8,_T, 2,_8„ 18' 0" 2'-3" 3'-10„ 8,_1„ 3,_0„ 21' 9" 2'-1T' y_2„ 8,_,„ 24" D„ 3,_7„ 2,_8„ 8,_3„ 4,_0„ W. „ „ 38" V-3' 5'-3" 2'-D 8'-1 ' 42" T-9" 5'-3" 2'-11" 8'-2" 8'-B481 54„ 2,_3. y,_y„ T_1P, 9,_4„ 7,_8„ LMWJIN UN HHL PAY LINE SHOULDER c-�(� a NOTES( PIPE LENGTHS SHOWN ON PLANS ARE BASSO ON END -SECTION DESIGN SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS TD USE THE ALTERNATE DESIGN SHOWN ON THE DIFFERENCE IN WILL BE REDUCED BY ULVERT - THE DIFFERENCE IN DIMENSION "D". SLOPE DETAIL SPECIFICATION REFERENCE FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS 302 VIRGINAL DEPARTMENT OF TRANSPORTATION REV. 7/01 02.01 BARS R 8" C-C TYP. �•. I I I I I I I I A )IIII EDIAW PLAN STRUCTURE SIZE AND WALL THICKNESS VARIES •f 1-CLASS A3 CONCRETE) SECTION A -A NOTES: 1, STANDARD SL-1, MANHOLE SAFETY SLAB. IS REOURED A4 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 WTO 12-WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW AIRY INLET PPE OF 30" DIAMETER OR GREATER. SECTION B-B #5 BARS R 8" C-C TYP. 2. THE COST OF THE SL4 B INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST IN PLACE DRAWINGS FOR FURTHER DETAILS 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. 9" # 5 BARS L 8" C-C TYP. 4. SAFETY SLAB MAY BE CAST -IN -PLACE OR PRECAST. CAST-N-PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSD. REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31. .... 5. ACCESS OPENNGS 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 S BEEF'NT'°" TYPICAL CONCRETE SAFETY SLAB REFERENCE 3D2 FOR DROP INLETS, MANHOLES AND JUNCTION BOXES 05 VIRGINIA DEPARTMENT OF TRANSPORTATION 106.14 CROSSDRAIN CD-2 ON FILLS CENTER LINE SECTION (WITH TYPE 1 SELECT MATERIAL) TRENCH PLACEMENT PAVEMENT SURFACE M BASE 0o000 000o.o 02- o SUBBASE e.6. o.6.6.8.6.6.6.6.'? e. -SELECT MATERIAL TYPEIORB •0•0-0-0-0.0.0- o 0 057 AGGREGATE. 08 AGGREGATE OR CRUSHED GEOTEXTILE GLASS MEETNG #8 GRADATION REQUIREMENTS. DRAINAGE T_p�. FABRIC OR w-PAVEMENT SURFACE 6 BASE 0 0 0 0 0 0 0 o SUBBASE OR CEMENT STABILIZED SUBBASE 10� TOP OF CUT CO`Nf. CD-2 FOR OE OF FILL EW-12 )TYPICAL) jj' SHOULDER LINE lL EDGE OF PAVEMENT I :F'990' TRAVEL LANES -r-- ---Ti-"--------�----' ' J EDGE OF PAVEMENT Tr T SHOULDER UE YPIOALI A TOE OF FILL / LIMITS OF PAY FOR OUTLET PPE PLAN VIEW SHOWING PLACEMENT OF CD-2 CROSSDRAIN NON -PERFORATED OUTLET PIPE TYPE OF PIPE CRUSHING STRENGTH MWT ,. NOM DAETERI NW.T. 6" NOM. DIAMETER SMOOTH WALL PVC .103 0.153 SMOOTH WALL PE 1 70 PSI XXX 70 PSI xxx 7GE0TEXT!E 6 o . 6 - 6 • 6 ?,'?1- SELECT MATERIAL TYPE) OR SUBGRADE )f WALL THICKNESS (MIN) -INCHES , . o•o.o.o o (CEMENT OR LIME STABLIZEDI )E)EM TESTED ACCORDING TO ASTM D-2412 AT 5%DEFLECTION. a5] AGGREGATE, #8 AGGREGATE OR CRUSHED GLASS MEETING #8 GRADATION REQUREMENTS. 1•-0'. 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 % W.(3% DESIRABLE) GRADE. BRIDGE SUBBASE 3. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE CO-2 OUTLETS FOR CROSSDRNNS,THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP CD-2 5'-0" INLETS OR MA HO ES. 5'-0" S12E"NO 218 6GATE EMIN �DEPTH)TYPO 4. ON SUPERELEVATED SECTIONS, TRENCH 6 TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. 5. INVERT ELEVATION AT OUTLET EOF OUTLET PIPE TO BE A MINIMUM OF V-O" ABOVE INVERT ELEVATION OF RECEIVING DND RAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 CROSSDRAIN AT 6. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE 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 `VDOT REFERENCE STANDARD CROSSDRAIN ROAD AND BRIDGE STANDARDS gas ET 50(AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE SHE1 OF 1 1 701 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/16 108.05 2016 ROAD & BRIDGE STANDARDS CD-1 cur R" PAVEMENT SUBBASE FILL UPGRADE COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS CENTER LINE SECTION (WITH TYPE 1 SELECT MATERIAL) TRENCH PLACEMENT E PAVEMENT SURFACE & BASE 0 0 0 o eo o e e o � SUBBASE •6.6. 6.6-6.6.6. 6. 6. 6.6•0• FSELECT MATERIAL TYPE IOR ID: 057 AGGREGATE, NB AGGREGATE OR CRUSHED �:::: GLASS MEETNG #8 GRADATION REQUIREMENTS. PLAN VIEW OEOTEXT LE DRAINAGE FABRIC (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR � PAVEMENT SURFACE 8 BASE e e o o e e e e o F SUBBASE OR CEMENT STABILIZED SUBBASE a • o • o • 6 • o • 6 • o • -SELECT MATERIAL TYPE Z OR SUBGRADE 1' :�:" (CEMENT OR LIME STABILIZED) �OTEXTILE "•••• #57 AGGREGATE, #e AGGREGATE OR CRUSHED DRNNACE GLASS MEETING #8 GRADATION REQUIREMENTS. GENERAL NOTES FABRIC 1. UNLESS SPECIFICALLY INDICATED y COMBINATION UNDERDRAIN WILL NOT BE LOCATED AT THIS POINT WHEN OOTH SUBBASE AND SUBGRADE ARE STABILIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. SE PLACEDONAELSHOULDER SLOPE %NON -PERFORATED OUTLET PIPE 3. SPISSHANATHEEDGOFTHETAEEPEEYE� DESIRABLE) GRADE. TYPE OF PIPE CRUSHING STRENGTH .T 4" NON. DIAMETER W.T. B" NOM. DIPMETE SMOOTH WALL PVC .103 0.153 SMOOTH WALL PE 170 PSI *ARM 70 PSI )E)f )E 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERDRAINS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP INLETS OR MANHOLES. 5. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET 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. M 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 X DEFLECTION. 8. OUTLET PIPE i0 BE SECURELY CONNECTED TO EY1-120R OTHER DRAINAGE STRUCTURE. STANDARD COMBINATION UNDERDRAIN SPECIFICATION REFERENCE REV 8/07 (AT LOWER END OF CUTS) So; 108.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 WP-2 EDGE OF Ela51NG PAVEMENT I EDGE CAS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT rEXISTNGASPH&TERS PROPOSED ASPHALT LAYERS UBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM I V1 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) z ANNUAL 12 NCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERM#ED BY CORES (SEE NOTE 3) NOTES: 1, ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VOOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 yq INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE. UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMTS 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 REQUREMENTS OF SECTION 315 OF THE SPECIFICATIONS. `VDOT SPECPICATION ROAD AND BRIDGE STANDARDS ASPHALT PAVEMENT WIDENING REFERENCE SHEET I OF I REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION EW-12 LA L H _ BEVEL SLOT DETAIL (PERMHTED FOR EASY FORM REMOVAL) E N T 0 C 2,_0" 16- C L 4"X MN. STEEL ALUMUNUM OR STEEL PLAN O6 NCH MIN. RIVIETS OR BOLTS ALUMINUM PLATE COMPATIBLE WITH POST MATERIAL -PIPE COUPLER TO BE CAST INTO ENDW&L. 17 COUPLER MUST BE FLUSH WITH OUTER SURFACE OF i EW-12 AND PROVIDE A POSITIVE CONNECTION FOR U-TYPE ROLLED THE OUTLET PIPE (4" OR 6"). RAIL STEEL POST SECTION A -A PPE I.D. SLOPE DIMENSIONS CLASS A3 CONCRETE CUBIC YARDS L H V' 2:1 1 2'-5' " 1 V-2 " 0.19 40• 3:1 N-S' " T-1 '• 0.25 4" 4:1 4'-5" 1'-1' 0.30 81' 2:1 2'-1 I' -5 0.20 8" 3:1 1 4•- " 1'-4 " DT XV uOAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 101.32 01115 C] AT 1.33 LBS./FT. OR - ALUMINUM ALLOY 6063-T6 @ .7B LBS /FT. UNDERDRAIN OUTLET MARKER DETAIL NOTES: t TYPICAL ENDWALL TO BE PLACED AT THE ENDS OF ALL UNDERDRAIN OUTLETS, BARRING LOCATIONS WHERE UNDERDRAIN IS TIED INTO OTHER DRAINAGE STRUCTURES. ENDWALL TO BE INSTALLED PERPENDICULAR TO ROADWAY AND FLUSH WITH THE SLOPE. 2. OUTLET PIPES SHALL BE RIGD MONPERFORATED. SMOOTH -BORE PPE. MEETING THE REQUIREMENTS OF 70 PSI TESTED ACCORDING TO ASTM 2412. 3. EXPANDED STEEL MESH (FLATTENED) SHALL HAVE OPENINGS OF APPROX.'A" X 1" AND WEIGH ARPRI 0.30 BUJ'{ o p'q W o U pGON 0 'Q rA Q W 3 � 7 r QR OU zana a. m of �WH g a w U � a Q c U 'QF�I z v 0 5 ZW W C7 w -` Q N TAvj N Q > ul H t` c W rn O U W W Go¢ O D�rnU 0. z 0 2 K V r z Qo] z W ~ m 2 0 Fn W Q r r r r z r z z z z d 3- W O O O O z V U y Uy U FLp z z z z N H z z z Z 0 0 0 :J M O O O O m V V U U a 1=i1 N N N N ON N W N N N N O O .i N o .V o 0 0 0 0 0 Ci a -I N (YI -zt In U , DESIGNED BY: UVN DRAWN BY: 11 ARC 'CHECKED BY: JLT �o�@�PyTH OF `f�� �9-71 Jimmy L. Taggart Uc. No. 22841 n A�O.N�,01/07/2021 c``�� SSTONAL BN Q z_ R.' 5 Q W R Q LO Lu w 0. Q T R M w O = Q (~ w N OU co c,? LU v H 0 Q o Q W z J LLI 04 41 W E- 0 �i DATE: 10-22-2019 SCALE: NA JOB: 8436 SUB: 2019-00170 SHEET: 23 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: WWF (4X4 OR 3X4) CAN BE ADDED BETWEEN POST AND FENCE o BOARDS IF ANIMALS ARE BEING CONTAINED PER OWNER'S REQUEST. U W O.C.; TYP. U T WIRED BACKED PLAN PROPOSED WOODEN RAIL TOT LOT FENCE 4 X 6 X 6 POST; I" WASH ON TOP. SET' N.T.S. POST A MIN. OF 3' IN GROUND. SECURE POST WITH QUICK DRYING CEMENT (OR EQUAL). 6" HALF -ROUND OR 4 X 4 POST CAN BE SUBSITUTED FOR THE 4X6 POST SHOWN AT OWNER'S REQUEST. FENCE COLOR: BLACK GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 8z4" IN e, INITIAL BACKFILL 6?a IN 8" MIN MIN. MIN. MIN. :. - 6" BEDDING '�'•.`-�'"'`." #513 STONE A 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 #88 STONE. IOUNDATION IN POOR SOIL UNDER -CUT CONDITION a I INITIAL BACKFILL 4 UNSTABLE SOIL,,,, MIN. MIN MIN #68 STONE .,<T. RANULAR FILL AS h, . •r APPROVED BY ACSA - �� ST CI(, STABLE SOIL OR ROCKa NOTE : 1.NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 8" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 FRAME & COVER (SEE FIG. S-1-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA _ 1'-0" MAX 2'-0' RUBBER COATED STEEL 3'-O" MIN STEPS CAST IN PLACE PRECAST REINFORCED � CONCRETE SECTIONS 12" MIN "0" RING SEALS 4 16' MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" - - FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW I C� * VARIES CHANNEL TO BE �Fl 3/4 DIAMETER OF CONTRIBUTING�*=--- SEWER. A FILLETED INVERT OR A SMn0TH 4.W'* . •,!': 12" TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 8" 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 THE 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 BE 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 4SUB- IN LINE WYE-TEE PLAN VARIES it SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES - VIDE THREADS WHICH IS THE LOCAL STANDARD. IFNGM OF BRANCH VARIES r LN r TD 1r (2 IS'-2r 7 CU. FT ALVE BOx #68 STONE 42 MIN �; : 6" GATE .',: _ . .� �.,• VALVE Xg^ BE 2500 P.S.I. CONCRETE .' •'•�'"'' BASE AND THRUST I. ,'�i BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS OR WHEN LOCATED IN A A HYDRANT IS LOCATED IN A FILL. IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 11r MN. COVER FROM THE MAN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE 15 AUAWFD IN SKXILDETR OR BEHIND THE DITCH. IT IS NOT ALLOWED N THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAII GROUNDWATER ELEVATION, IF REQUIRED TO BE N 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-B PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT V TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE O I ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID II a M z a M.J. GATE VALVE WATER LINE 2500 P.S.I. CONCRETE ••p A Yz 2' BEARING AREA, THRUST BLOCK •; A A e ,A, NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 H- J z 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : V MIN n i . 1` ff 1 BRANCH 12" „ �-- i p- ' 2" d . FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE — IN NTS FIG. S-I-B TD-27 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24' MI 8"MIN INITIAL BACKFILL* EMBEDMENT I LIFTS) * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER HAUNCHING NO. 68 STONE _ _ BEDDING 6' max 4" min OUNDATION SHALL BE REQUIRED VMS SOIL CONDITION ARE UNSTABLE NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE 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 �E E NE R w E E� _� L NU O Va N D n N ID Ste" ]&OS E 0 0 �SS a d �5 �a M00 o O _ 0 0 TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-HD TD-31 a°XCLi2r�(e3,„�"J Pu 9 1/2• DN U,m, G [,7�ax,T k a Ile O WDIA II �_ mTnrDM� [72 l D O O M— II (81Amm]— [BBpmm 1/G" 1 FRIJIE 8EC➢ON 13/1r -1eD [2Dmm) fIPLi1'U La 3L+ 7 t/r s 1s/1r -e zs 13/1eT' [N7DND) [5 BBy ro«N W i 3/r *[limn] []3,IeTD B/te' OM OF GICTT G0.0WB TN, [14mm1 SECTION VIEW 1/4' (6m pW B,E AaMVNr NEOP&E GASNET RIAU (n .. 1/15 a SA x , 1/2 S R w lapD• T RueNR PARrP DDN,ouR E w 1.) i5mm e/e BLT R x G axB D B „XE , ss 2400' [41mm O OOBN25p 1 ire• In—) CIA BOSS [&* 11�• .W OW SdWHS STm. ROD (2) WERR 5/3 ID IM OD SS PLAN VIEW [ PARTT CCas31e PIG EAR B LOCKLUG RULE DUAL NOTEW. M. KK 5/b '1 21! NYllt t. ALL MANHOUS NTHIN t W YEAR FLO.OPIAIH OR LOCATED N AREAS MINECT TO PIOWNG SHA L RAW MISIFF1GHT RAME k COVER �O OOM120W 2 ALIQRNATK DE9N1 PoR WAIERDcxT COVERS COAL CN1SIpERFA L9 NOT Hx 11M S/8-11 ZN S CO'RRB SXAL BE Fl%EO TO FMM6 'MTH LOQON6 LUGS OR 9W W .M$FYBLT. PARIR oOBBt2se TYPICAL WATERTIGHT MI., DR0 PNnp aLUO r n1A `T#K L, MANHOLE FRAME & COVER LOCK LUG ASSEMBLY NT.B FIOB4E TD32 COVER LIFT NOTCH to t/2" 12 3/8" 12 1/2" WATER �' CAST IRON LID � , •• 16" METER BOX 1`P` 4 a �Y 18" • • H : 6" EXTENSION ,,;• J �' G,•••. A, PIPE SLOT (2 PLACES) NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 V COMPRESSION x 31e MALE PRE CI MND OR APPROVED EQUAL 0 TYPE 1• -N' STIR COPPER FOR USE ON ATTACHED MOLEFAMILY TN 50RVIO OR OVAL RESIDENTIAL AND RN AND IRRICATON SERVIM CES. Ya1W TEE NOTE 0 NO RMCATEO n NOS DUAL SERVICE V I' COMPRESSION x 3/Y MALE PIPE COUPLING OR APPROVED EQUAL I- TYPE N. SOFT COPPER 0 FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WERE AN IRRIGATOR METER IS NOT PROMOET. SINGLE SERVICE IT SADDLES SHALL BE USED ON PVC PIPE. OAS! NNI M aNe ,YL•, LOCNWNC MIEg BALL BO% WTI b- MIN. COPPERSETIFA 1/0 BEND CWPUM y METER CWORATON S1GP ORION AS p NECESSARY , SAtlI Ni MST UNDERr'S'x` V;A • 4 NAMEIER DRAIN PIPE le SON AND SETTER (2-IN CM , ice' i LONG STONE MONET, MNT MIN" TNIOU430 ,+- _ - . A NEC. 2D.T. NO, 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG Ill TD-10 AIR RELEASE VARIES ALVE BOX 4" DIAMETER BRANCH AND VALVE M.J. PLUG VARIES M WATER MAIN RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") VARIES THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC b CAP i LUBRICATE ALL THREADS THRUST BLOCK °D METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF - GRADE ALLOWS VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-B W-19 GRADE BRASS OR BRONZE PIPE �� 'L \N,--VAI \ Z GATE BRICK SUPPORTS OR SOLID CEMENT BLOCKS COPPER SOFT STOP STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THgN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12 AND LARGER USE 2 A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (AR NITS FIG. W-9 TD-20 O g t; �j of u� S $ T < w / a ON Q w y 00 e j - o d w 0 ED .� W N LD 1WHb M w =c U 0 0 g Q of & < LD �=s a Z RR a}U_ p w tlNt,NR (d a RPS to Egg TD-35 ►��A U o �o . rn UO z O �N 0 Y Q H 'V O� OR cd U 00 Cn x W Z �1 :T. U5 H N 7 Lfi N 0 C W rn CO U 0 C W a G co m U G z O F- U U w 0 H a OZ m x z x O Ln ,n ,n ,n z a z z z z H Z Z Z Z > a w w w w 5 0 U a a w 0 0 0 0 Z 0 U U U U d p Z Z Z Z Z z z z o 0 > > > Z m 0 0 0 U g N 0 0 0 0 0 •+ N N N N N N w o 0 0 0 0 0 r N N N N N N ry r n Q 9 QD 9ei O 0 0 O .-H N In v ,n LID z 11 4�TH OF Dr G•� Jimmy L. Taggart Lic. No. 4 22841 W A ORNE01 /07/2021 SSTONAL EN Q z 0 LO Q a (Y Q W J w 0 W Cl: F a E-I W D- o E�-I N w F W A Q �1W 2F J Q Q W x m O Ix DATE: 10-22-2019 SCALE: NA JOB: 8438 SUB: 22011/■9-00170 SHEET: 24 OF24 Pti DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT