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HomeMy WebLinkAboutSUB201900170 Plan - Approved Road Plan and Comps. 2021-01-296- SITE DATA OWNER: BEL VEDERE LAND HOLDINGS LLC PO BOX 7505 CHARLOTTESVILLE, VA 22906 DEVELOPER.• NEW BELVEDERE, Inc. 610 WEST RIO RD CHARLOTTESVILLE, VA 22901 PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES 914 MONTICELLO ROAD CHARLOTTESVILLE, VA. 22902 (434)-977-0205 TAX MAP PARCEL No: 06200-00-00-016DO PARCEL AREA: 15.00 ACRES ZONING. R4 RESIDENTIAL (THIS PARCEL IS NOT PART OF THE BEL VEDERE ZMA-2004-0007) STEEP SLOPES - MANAGED STEEP SLOPES - PRESERVED CURRENT USE: VACANT R4 STANDARD DENSITY.- 4 DU/AC ALLOWABLE DENSITY.- 4 DU/AC -f 51 DENSITY BONUS CREDIT FOR MAINTENANCE OF EXISTING 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 = 4J TOTAL LOTS PROPOSED USE DENSITY. 4J LOTS115 ACRES = 2.87 DU/AC MINIMUM LOT SIZE PERMITTED: N/A MAAUNUM BUILDING HEIGHT • J5' REQUIRED OPEN SPACE (25X). 257. * 15 ACRES = J..75 ACRES FOR THE ENTIRE PARCEL OPENS SPACE PROVIDED: J.80 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 = 60%, OF PROVIDED OPEN SPACE) NON-INFILL 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 SEPARATION MINIMUM 10' UNLESS THE BUILDINGS SHARES A COMMON WALL MAXIMUM NONE REAR 20' MINIMUM, NO MAXIMUM LOT TABULATION 5 SFD LOTS 0.92 ACRES J8 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 MAGISTERIAL DISTRICT STORMWATER MANAGEMENT SEE VSMP SUBMITTED UNDER SEPARATE COVER, WA TERSHED: UPPER RI VANNA RI VER BOUNDARY SOURCE.- PLAT 'DIVISION OF DUNLORA" PREPARED BY WM. MORRIS FOSTER, LAND SURVEYOR,. DATED NOVEMBER 1, 1985, REVISED DECEMBER 20, 1985, RECORDED A T DB 875 PG J31. TOPOGRAPHY.- AERIAL TOPOGRAPHY FLOWN IN 2016 BY BELL LAND SURVEYS LLC. TOPOGRAPHY STILL UNCHANGED BASED ON A SITE VISIT AND DESIGN PROFESSIONAL'S OPINION, THE SURVEY IS STILL ACCURATE TO THE EFFECT THAT THERE ARE NO EVIDENT VARIATIONS BENCHMARK: FIRE HYDRANT 455.10, RIGHT FRONT BONNET BOLT, AT CORNER OF FOWLER STREET AAVD FARROW DRIVE DA TUNM.- HORZ.: NA VD 88; VERT.: NAD83 C FLOODPLAIN: THIS PROJECT IS LOCATED WITHIN "ZONE X" AS SHOWN ON FLOOD INSURANCE RATE MAP. COMMUNITY PANEL NUMBER 51000JC 0279 D. EFFECTIVE DA TE• FEBRUARY 4. 2005. Z 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 * J8 = 10 SPACES EXISTING ON -STREET PARKING SPACES REPLACED AT FOWLER STREET & FARROW DRIVE INTERSECTION = 4 SPACES 100 PARKING SPACES REQUIRED (MINIMUM 14 ON -STREET GUEST PARKING SPACES REQUIRED) PARKING PRO WDED: SFD: 2 DRIVEWAY SPACES + 2 GARAGE SPACES PER UNIT = 20 SPACES (SEE SHEET 5, LOT 30 FOR EXAMPLE) SFA: 1 DRI VEWA Y 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 RECREATION SPACE REQUIRED: 200 SF PER UNIT 4J * 200 = 8,600 SF RECREA TION SPACE PROVIDED = 2,800 SF ACTI VE RECREA TTON SPACE 110,174 SF PASSI VE RECREA TION SPACE (OPEN SPACE C W/ TRAIL) 112,974 SF TOTAL RECREATION SPACE PROVIDED 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 HOMEOWNERS ASSOCIATION. RECREATIONAL FACILITIES SHALL BE COMPLETED WHEN FIFTY PERCENT (50X) OF THE UNITS HAVE RECEIVED CERTIFICATE OF OCCUPANCY. LANDSCAPING: SEE LANDSCAPING PLAN SHEETS FOR MORE DETAILS LIGHTING: ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS. EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS J,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND FROM ADJACENT ROADS ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. NO EVIDENCE OF A BURIAL SITE WAS FOUND ON SUBJECT PARCEL. NO STREAM BUFFER(S) ARE PRESENT ON THE SUBJECT PARCEL. THE SUBJECT PROPERTY IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT THIS S11E IS NOT LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. c ,IIIII IIIpUI"pplIlP DUI IllllllllillllllllllllllfI I lIlliunl111 III _. imomumolll u11 L 1 I ( VICINITY MAP SCALE: 1 "=1000 FEET APPROVALS APPROVED by the Albemarle County DEPARTMENT OF COMMUNITY DEVELOPMENT ommunl y eve opment Department Dater( — Z -- DATE PLANNING / ZONING File tiri7 6 L- 0o L7 0----- 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 PLAT SUB-2020-00123 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 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 I Cr''CAjn EXISTING INTERMEDIATE CONTOUR --------- EXISTING INDEX CONTOUR - — -'- -36ro- — — — - 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 GG-6 ROLL-TOP CG-6 ROLL-TOP EX. 15" RCP EXISTING STORM SEWER I I I = I t s PROPOSED STORM SEWER 15" RCP I= I I g EXISTING SANITARY SEWER PROPOSED SANITARY SEWER PROPERTY LINE EASEMENT LINE _-------------------------------- CENTERLINE — - - -- LIMITS OF CLEARING AND/OR GRADING>tbm9�mt�ea��a®��yae�e'i®n�na�q EXISTING SPOT ELEVATION +12.0 PROPOSED SPOT ELEVATION +12.0 EXISTING TREE DRIP LINE EXISTING TREE F j 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) THIS HAND MARKED SET OF DRAWINGS HAS BEEN "REDLINED" TO PROVIDE AN ACCURATE DETAILED RECORD OF ANY SUBSTANTIVE 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, TI TLE FOR: DA TE CONTRACTOR) vi • 0) (D (D c•) Lu C/) o N v 0 z � U 0 0 _O F- < Lu _ Q T 3 cn OU QWoCO �z =W o W 0U) UQ io LU z 0 F � zz O Om > �j w C'3 LL 0> N CE n- N W N > LlJ cn J o N O J coco ® 0 C!J w !� o � z �M o _c= z 0 a V V) w 0 w 0 Co z W� m z L V w � 0 z z z z I— �- ►— F- z `� I=- a W L11 LLJ W g o a a w 0 0 0 0 z 0 0 0 V U n p U z z z z Z:) = _D Z o 0 0 00 z m U V V V O O O O O N — Lu O N O N O O N O Q O 0 0 0 .`ii -1 o cv c» _t Ln DESIGNED BY:j UVN DRAWN BY: ARC CHECKED BY: JLT ��ALT OF pr , iimy "L. Taggart Lic. No. 22841 v` ��*01 /07/2021 lir` ' TONAL ECG _Q z_ 0 W J 5 Qw01 m n.. � W U LL N w ---� cr <C z D W a- c\j D OU W cc 06 W (0 U o n Q H c 4W 2U) O>� c Q W W m � Q Ir DATE: 1 10-22-2019 SCALE: 1 ":1000' JOB: 8438 SUB: 2019-00170 SHEET: OF 24 r, 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. Y WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY 29 CFR PART 1926 . 6. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY I H C ( ) 7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST EDITION) AND THE VDOT ROAD AND BRIDGE SPECIFICATIONS (LATEST EDITION). 8. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERING DESIGN WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 9. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 10. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH OF THE MANHOLE COVER G FIXTURES I G FLOOD LEVEL RIMS ABOVE THE ELEVATIONR OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL H E FIXTURES. PLUMBING HAVING 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. I CONTRACTOR RESPONSIBILITIES REGARDING ADA COMPLIANCE 1. CONTRACTORS SHALL PERFORM WITH REQUIRED CARE AND PRECISION IN CONSTRUCTION OF ADA (ACCESSIBLE) COMPONENTS AND ACCESSIBLE ROUTES WITHIN THE SITE. THESE CONSTRUCTED PRODUCTS, AS THE CONTRACTOR LEAVES THEM, MUST COMPLY WITH ALL APPLICABLE STATE AND LOCAL ACCESSIBILITY LAWS AND REGULATIONS AND THE CURRENT ADA AND/OR STATE ARCHITECTURAL ACCESS BOARD STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, INCLUDING REVISIONS OR UPDATES. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE(S) FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE OR EXIT, MUST COMPLY WITH THESE ADA OR ACCESS BOARD CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: 1.1. HANDICAP PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4' PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. 1.2. RAMPS (CONCRETE OR OTHERWISE) - SLOPE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET. 1.3. LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. 1.4. ACCESSIBLE ROUTE PATH OF TRAVEL MUST PROVIDE A 36- INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (ENCROACHMENTS SUCH CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE U AS CAR OVERHANGS OR HANDRAILS) MST 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 2.08%) FOR CROSS L B GREATER THAN 1:20 5.0% RAMP C SLOPE. WHERE PATH OF TRAVEL WILL E AT R H N ( ), SPECIFICATIONS (ABOVE) MUST BE ADHERED T0. MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. RAMPS MUST HAVE ADA HAND RAILS AND "LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DIRECTION (1/4" PER FOOT OR NOMINALLY 2.08%) FOR POSITIVE DRAINAGE. 1.5. DOORWAYS ALONG ACCESSIBLE ROUTES - MUST HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.08%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICCANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY CODE.) 1.6. IF PROJECT INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF THAT WORK. IMPROVEMENTS PLACED BY THE CONTRACTOR MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS. 1.7. CONTRACTOR SHALL VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON -CONFORMING CONCRETE. 2. CONTRACTOR IS URGED TO REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE AFTER FORMS ARE SET AND PRIOR TO COMMENCEMENT OF CONSTRUCTION OR IMPROVEMENTS. 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 E Q L N O 0 R M TH 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, 1T 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) PFI o o co Cno z 0 N pLO _j> 0 Q0 �Lj cn coUQJ O�wz =oOWzw0o� w pQ J�Q Jz ��� Q0 z O> w C'3 cn 0- Cc CD w 0') w N Q� Llj Lq J_ C:) J Q � A vww c()Co z cy)_ �� CL 0) z 0 U V) w 0 w a 0 O z W�W m z w p p p p p z a E- z z z z g> a w w w w 0 u cc 2 2 2 2 °- a w z 0 0 0 0 _ U w u U o- p z z z z Q =) z co 0 0 00 000 0 w00 N N N N N N N CDIH O 9 .zt-i o z r-+ CV d m ' Ln lD DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT D o4%yJimmv�0,,�01`S Q _z w J Z � � Q Q W Q0 w -I Cl) m 0- Q co --� LL W = U o Jd. 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Jimmy L. Taggart Lic. No. '6 , ,p 22841 .A� 0 ,,01/07/2021 XG ,�$" "S"y I 0 N A L y"t ' I - - 11 ­11 < 'f () fr � > - w Z < _j 0 LO CE �-­i E-4 z 0 < �� � w (.0 , 0 rn �4 V j T- I w 0- < I < = �1: W 0 .-d 0 LL 0- cr � co _j 1� z -I I_ ­I F w 0- :D C) 0 co D T_ c\1 0 - od W w I.2 CO z q- C) (::) oc < M . w :5 F E_ (1) �-­i < C::� 0 z 0 �; _j 0 Cc < U w M w iz_� M l­- Z (/) �-­i 6 E--i < U) 2 �� P4 0 Cc ",��� �� � I __" DATE: 10-22-2019 SCALE: 1 ":80' JOB: 8438 SUB: 2019-00170 I`=SHEET 3 OF - 24 -10 __ rn Ln o o co w CO o � 1 V z - M N � 0 J Q 1— O Cc LL.i _ CO 0U QUS Q y D-Z zw o w OU) Q zw0 0 QCO= Z O> wZ > N iz a M W N Q > cf) L N O J p � rn ,a W Jam,, W�1 O V. Cr Z CLrnU a z O v Ln LU W 0 W f-- Q d z W� CL] a W J O p p Q F— I-- Z z h z z z 0 W O O O O z Cy7 U VV O }U F_- z z z z N Z m O 00 O g N ~ o 0 0 0 0 + 0 0 0 � N Q V l0 O Ol 1^ rf 4 N 4 CD Z1-1 N M d' Ln W DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT T H op br�� Jimmy L. Taggart Lic. No. rt d 22841 {vim 0,��01 /07/2021 SSIONAL Q z 0 < w J LO W w ® W r^ vJ T a �_ I LL W 0 w D� �° 06w <� Qw o j �° °� w co 0 0 rr DATE: 10-22-2019 SCALE: 1 "=50' JOB: 8438 SUB: 2019-00170 SHEET: OF 24 0, 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 , 95 5,,E _2 5-3 S_- 1926). NOTE: LOT 1 - 14 TOWNHOUSE UNIT ROOF DRAINS AND FOOTER/FOUNDATION DRAINS BELVEDERE LAND HOLDINGS LLC TO CONNECT TO HEADER PIPE AS SHOWN TMP 62— 1 6D PROP. RET. WALL, GEOGRID & OPEN SPACE PROP. V/W SAFETY RAILING. WALL DESIGN ZONING: R4 UNDER SEPARATE COVER BY 15.0 ACRES �1i•'r"�_'\1 "�A C NOTE ACCESS &MAINTENANCE OTHERS STANDARD DETAILS FOR INFRASTRUCTURE EASEMENT IMPROVEMENTS SUCH AS UTILITY MANHOLES, PIPE "' `� �) `O o BEDDING, UNDERDRAINS, UTILITY CONNECTIONS AND i/ ^� lb 1n STRUCTURES ARE SHOWN ON SHEETS 22, 23, AND 24. �'� I �� ` �' // ' �.L HEIGHT: HEMP • --- PROP_ - " - --------- _-' - - _----------- � II ------�----__- _ ,-- ,-I - lI II 1,i Ir r _rI -„ —_--__ -_TL�! I . ti r -� i- ----_ ----�_ ?-IIi i -IIf 7 I IIIi I r-III i r --,-�I•�_- -_ �_ _- _--__-_---�rI� iir i r _ - -�_ '_+ �vrIII , i .IIIi —-1 ` --_- � ,iI ,i-i -r --__-_ ---_- �III IIi I _._.;;.i,C�z-�- _17"=Iii =_I it -T''- --�-- ----_-; -- -"- -I I- , r-I ------_-_-_------ - _------------ - l-----__� ---- --------` W- L— ---�r�---------------- I Ir :f390 LPOF 8 SCE40 PVC .'' --------------- ----------1% MI SLOPE ':''':''..... LEANOUTHOWN--------------` ..i ) ... ....... .... 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EASEMENT�-- CONTRACTOR TO REMOVE EXISTING BLOW -OFF - /�%� \ ' ' '` a / C 9 \ \ -cam \ p 7 , / / / �\\ / \�\ \ AT THE WATER CONNECTION POINT . a \ _ \ \ / ' , / >\ _- _� \ .', \ \ \ ;2 �0 15 'HD\E ;a ,� i,' �� ` \ uu= \ \� \\ (n /Y ` / / `\ • \ \(✓� /(//may A ' \ \ \ $ \ \ / ,/ // \` ! ^ we u \ \\ \\ w > < LOT 43 BEM - /� ' , ��.� v v \ S�' // / ✓ �. Ar'' v WATERMET vv v , _ Z � PRIVATE 4 42 /A /ERAL EASEMENT `4 DISTANCE EASEMENT >------� / SIGHT t \ \ ffr\\40 0 i rre��e PHASE LINE -----_— +r �RUTURE `-,. BELV EDERE PHAS-E�5B`` --- -r ^\ ♦ BOA ~^� r ..PLUG ♦ VDOT TEMPORARY BARRICADE ♦r -- 8 6 FHA -- ASSEMBLY \ ^" r DROWNING -HAZARD 'SIGC�I r RUNOFF DIVERSION ~` TO SWM FACILITY ^ „\ \ WAT \ M\\E r TCER '\ � / r � ice,.•\ i ,� •��\ DROWNING n r. CD-1 / / O"� \� ` HAZARD" SIGN LOT 38 & 391 I,�,-\/,\,\,WATERMETE I I CONNECT CD-1 TO / / ,'� /\\ < ,> >' ©- ,\ �! I STORM ,STRUCTURE / ------ ,.. 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GRADNG ANDSTORMWATERCONSTRUCTIONEAgEMENT \\\\1P,G AT SAG SEE ROAD'' \\ \\ POFILE) MANAGEMENT \ 0- IP 60-INCH MANHOLE / I FACILITY I 0 D// LF OF VC Q 21 � 4iL0 WITH INTERNAL DROP �i , , % r/ MIN SLOPE �\ \\ \ \ \\�\ \\ \\ \ Z 1�j V r /� \ •,\ \ \ 2 '� / ".l L�1 ! I � ^. _=.-•-LL'__ --- � ` \I II �y'�_ ___-� �� // \\ I0. L DROWNING / 'gg'(IP� coo 51 \ \ \ GR % \\ \ PROP. 22 o 00 `\`\ \\\\ \� 7GO' 01 P \ \ NOTE: ALL SFD UNITS TO HAVE ACCESS & '�� / \ ��\ \ MAINTENANCE � r G \ \ SPLASH BLOCKS AT FOUNDATION EASEMENT DRAIN & ROOF DOWNSPOUTS TO \ \ \ • >� ENSURE SHEET FLOW. THE YARD \ ' �'- /' PRO�gS AREAS WILL BE x ' ` ` GRADED/SEEDED/LANDSCAPED AS ZG'O E��� \� �� \ NECESSARY TO FULLY STABILIZE \ /,' sue" _�__, \�\ \ w � 6 R 0 / J, • -- \ \\ \ \ \\ m r�,IP �a� ��P r / THE SITE TO PREVENT \ r \� \ ,, � \ 0 G. 5 '� PROP. RET. WALL, GEOGRID & � RE / °\ CONCENTRATED FLOW LEAVING SAFETY RAILING BY OTHERS. - ' THE REAR OF ANY RESIDENTIAL LINES DENOTE WALL & GEOGRID LOT WITHIN THE BELVEDERE (TYPICAL WHERE SHOWN) PHASE 5 DEVELOPMENT. ^�v � qa` Mry�ry m 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 l 1 A rR' • f r ! 1 BONDSTONE VENTURES LLC TMP 62F I —D OPEN SPACE ZONING: R4 7.09 ACRES N 2J'51 '30 " W 7 069.24' I ♦ ♦ 30 0 30 60 90 SCALE: 1 "=30' w u w �o dN ® z 0L100 0 ~� �< �w Q T � J J cn OU QU) Q W z =w 0 :5oU) 0Wo 0 W U J � Q ��c) � Qz z� O> WZ i N W N cW JO O J ® J 0z A � Lu U � U) cr w z CD 0 n m 0_ z 0 I•= a V Ln w 0 w Q © Z vs W5 m z J OppI` p'zAj I- zzzz o_ w w w w n 0 2 2 2 2 CL om 2 2 0 2 2 a 0 0 0 0 0 o z z z z o ZD Z m 0 0 O OO S N 0 0 o a o 0 l a'v N O 4 O 0 0 o 0-1 11 ZCV M ill CO DESIGNED BY: UVN DRAWN ARC -BY: CHECKD BY: JLT op Pr�� Jimmy L. Taggart Lic. 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IN 110 9.�?4'1T� , \ \ \ M, ALL SLOPES WITHIN THE BELVEDERE PHASE 5 / / 1 I I I \ \\ \ 1'• V_ DEVELOPMENT WHICH ARE STEEPER THAN 3:1 / / / /' /' /' j /' + , + I I I �• / / / / I / l I ( 1 I l \ \ // -� _ MUST BE STABILIZED WITH LOW MAINTENANCE / I I l I + \ \ Q a VEGETATIVE GROUND COVER OTHER THAN GRASS ' ,' / / / /' I I I I' ) I II/II 1 I, / , \\\ `\ - — _430-- — — -- - BONDSTONE VENTURES LLC / / I I o, � \\\ TMP 62F1—D / l I' I/ / \ \\\ OPEN SPACE .-'' ,'' ,'/ // ,'' ,' ,' ,/' I ,' / \ \\ \\ - - / / / / ' ' // / / i //' / ' `\\ \\ , \ _' ZONING: R4 - ' rr ' , ' , ' , ' , ' ! l ! / //' / / \\ \`\ \4228_" - 7,09 ACRES ,-- 30 / 0 / //' 30'� / ,/60 / ,/ 90 // \\26-- - _ - r /SCALE: 1" ;30, / ,' /'" / / / / / / 0) r U o o w 4 �_ U)0 U ON 2 O oLO _j cn Q T- 's _1 U Q� OU Qco Q yh IL = w 0 '�V p cn c5 1r o 0 Ir w UQ D�w Q <- �vU Z (9 (.1)o� W C'3 v_ V1CD O � N w N a W N Q cn > . CD o Y) >- 0 w �t 9 O 2 co LLJ Z CD Q =Mz o a_ M 0 a, z O F_ a- U N W 0 w r;� ® z F�1 T i i t/1 F_ ca Z W J oF_ �_ z� � z z z z Q_ w w w w 0 O Q a o C, F_ V) z z z z o Z m O O O 0:5 n WF- O CDO O N O Z DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JLT 1,p,LT % r U /v y Jimmy L. Taggart Lic. No. 911 "� 22841 1v �'o� 01 /07/2021 s�,� SSIONAL Q Z frt.:) W _l zLr)o< cc Jw (.0m D_Cd�,— i ` _j LL �j-17 W (� j� CIL cr f� J W 0- � �TCVo Q 06W W� �a- Frr}.� V 0 � Q <C W co o> ° � W cr m CO Q 2 cr 8 DATE: 10-22-2019 SCALE: 1 "=30' JOB: 8438 SUB: 2019-00170 SHEET: 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, 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 (8.3%) FOR A MAXIMUM OF SIX (6) FEET. 1.3. LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. 1.4, ACCESSIBLE ROUTE PATH OF TRAVEL - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (ENCROACHMENTS SUCH AS CAR OVERHANGS OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1: 20 (5.0%) FOLLOWING THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.08%) FOR CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.0%), RAMP SPECIFICATIONS (ABOVE) MUST BE ADHERED TO. MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. RAMPS MUST HAVE ADA HAND RAILS AND "LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DIRECTION (1/4" PER FOOT OR NOMINALLY 2.08%) FOR POSITIVE DRAINAGE, 1.5. DOORWAYS ALONG ACCESSIBLE ROUTES - MUST HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.08%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICCANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY CODE.) 1.6. IF PROJECT INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE US IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS CIRCUMSTANCES. THE CONTRACTOR MUST IMME Y NO E EA 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. U' i5 C7C ! dVUHKU s LV ! r) KVH . tk rilU J H CG-12 NOTErCOMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWINGr HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES; AREA IN SQUARE YARDS) 7EN4RAL NOTES. CURB WHEN REQUIRED 1CG-2 OR CC-3 IN LINEAR FEET) DETECTABLE WARNSrIG SURFACE CPREA`IN SRU?atE YARDS): L THE DETECTABLE WARNING SHALL BE'PROV1QEO BY TRUNCATED DOMES, EACH QF THE ABOVE ITEMS`IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP,, 2. ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL MEET THE REQUIREMENTS` OF SECTION 504. OF THE SPECIFICATIONS FOR CG-12 DETECTABLE WARNING- SURFACE. SIDEWALK RAM. 12,11 MAX 48'1 MA2( DETECTABLE WARNING SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS'. r AP 1� POD Li UMBER 72. APPROVED PRODUCT UST N, 1AAY WITH RAA, J- SLOPING SIDES OF CURB RAMP UE POURED MONOLITHICALLY FLOOi OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4_ F 'r X. A .. N R 0 LATER ALONG REQUIRED. B S ARE TO BE N4.5 S PLACED 1 E rE T CE REQ E AR a BOTF{.'SIDES'OF TFI€i RAAP'FLQOR,lAID -DEPTH OF RAMP FLOOR, MINIMUM �. 10rT MAX CONCRETE COVER t/2. S. 1 r ! R ROADWAY C JRB ,/ CURB M10 GUTTER SLOPE TRANSITIONS ADJACENT TO CUB T YPE A RAMPS , RE INCLUDED 111 PAYMENT FQR CURB / CURB AND GUTTER. PERPENDICULAR 8. CURB RAMPS ARE REQUIRED. FOR SIDE"WALKS AND SHARED USE PATHS. THE'WIDTH OF THE CURB RAMP SHALL MATCH SDEWALK WIDTH,, WHEN CURB RAMPS ARE USED IN \ COrtJUh1CT1ON-YfITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE'SHAREO USE PATH. - 5'.MIN 7 QETECTA6LE ARNINO$ SHALL EXT€ND THE FULL VtIDTH OF THE R. � ^ t�:t�- t� -' 1 IN CVRB ZAdP' LD r G FLOOR. 12+1 MAX � 8. CURB, RAPS WILL BE INSTALLED AND LOCATED WITHIN PEDESTRIAN CROSSWALKS T H ENGINEER. R AMPSHOULD, SHOWN S O DIRECTED B THE, E GIN CURB RAMPS AS � , tr ON Pt.AN R AS D D Y N . NOT BE: LOCATED BEHIND VEHICLE STOP LINES, LIGHT POLES, FIRE hYDRANTS, DROP' TYPE B 9. INL£TS.,ETC- RAMPS MAY BE PLACED ON` RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT PARALLEL k I. THE CR05S'NAL ID I LACED WITHIN, THE LhITS.OF E AP THE CURB OPENING s P HI K F r1C [ - uBOPErnG r LOP T HE 00 it ION O HE . C IS TH\t .THE S - A T E T R i" . N s " `. 7 TH R. PERPENDICULAR.0 E CU B v <! f 10. DETECTABLE WARNING SURFACE,PANELS SHALL BE INSTALLED FLUSH WITH THE BACK OF CURB y2'11AAX A PERMISSIBLE, CQM TRUCi10N; S, r45 DOWEL, W' U0140 4 12" C G t0,1 tOt) BLL M AX hfAX B 5 5 TRAdN.SITlON CUTTER PP,N, SLOPE: TQ `20FTTHROUGH,RAMP LENGTH A TRANStTIOWCUTTER P, $LOPE GUTTER' PAN MAXIMUtd SLOPE 201 TO 20'ITHROUGH RAMP LENGTH' _B •0„ Mitl_ i ^0„ MiA: F R 1 :1 MAX. 480 MAX. BACK0 CURB 9Q.1-. 2'1AIr1: SECTION A -A \ \ \ . \. :a D 'd ° n \ \ \ 48 x \ 47.9 x p , ° q8.7 x47.9 �'3 - x47.7 47.9 ( a� \ D . A %•b \ d' d d u d 1 D = 7.91 ~\\\48:1 MAX �' " v ----------- I \ MPS 1 M $'1 ". 2 :1 MX D � , 4$.3, . \TRANSITION I GUTTER PAN I SLOPE TO 20:1 MAX AT CROSSING (TYP) I I II I 48• °' }� 4 I1 I I fl D I 8 I I` I I I II I III I I I I III �1 ° I l INSET A CG-12 Y. I TYPICAL DESIGN TYPE A F STRIP I 8UF ER STR W TFi k 97 MAX _ T� RADIAL SECTION 0 CURB 'T ENTRANCES: i� 1 P. RT P INTERSECT A CT AL EC N F UR A ' >1 11._ 4HESTREEIRC RAMPS DETECTABLE WARNING SURFACE, HAVE 5'M1r1 ;jl R _ PERMISSIBLE F :I RY RADI S OR BF FIELD'MQDIFIaD AS. RECOMMENDED BY '.TARE MANUFACTURER TO MATCH'THE'BACK OF CUREI'SEE=CG-12-INS PAGES 204,08 - Jul"QNTTRUCTiQN METHODS F INSTALLING DETECTABLE WARNINGS ON A RADIUS. i \ AND zos.o7 FOR.o' MiN ATE .2" HIGHER THAN O1' EDGE OF,P.AVEMEflT AT �1 r.K 5AME AS TOP OF CURL , TYPE C SECTION 5l EXAMPLE INST ;P PARALLEL'& PERPENDICULAR NOTES::: SEE LA1 TRUNCATER DOME 1, FOR GENERAL NOTES ON THE DETECTABLE "WARNING SURFACE, SEE SHEET i OF S. r:<r .`'a. :T. S'D' 0 r .. :W SIDEWALK. LANDING �, - 2 W cSGGN i BE. USED FOR,.ONSTRUCTION THAT INCORPORATES (DER S WAtK (4'WIDE) REQUIRED AT `TOP OF CURB'RAMPi MINIMUM CURET RAMP LENQTH'B FEET FQR NEW 0<0, Q O:Q 0 z_ j ,_ caN,TRucTIQH L �l Q P Q 4 O Q O Q Q Q .0 O 3, 'GUTTER PANT SHALL BE A MAXIMUM; SLGPE OF 20%1 AT THE RAMP' OPENING: 1 Q Q f7 Q Q 0 Q 4 0 O D Q DIAGONAL " AL cEh " NOT PERMITTED. 4 AGON PLA 1 T IS O PER TT £N r J Q- Q Q 9 0 0 O 0..0 Q. - AiDING. RA.4P U Q ,O. 9 Q Q p L L c =�. aO Q O4O;Q QQOOO' BOA C3 -Q , p 0 0 0 0 0 0 0 0 0 cko 0 0',a0 �_7 / -5'G OF BASE DIAMETER �. IAM QQ0,Q0QO004Q0'OQQ DETECTABLE 'NARKINGAT BACK OF CURB "14"_VARlPBLE FULL 5'tIDTH OF RAAPSEE r10TE ttBASE DIAMETER PAY LlMdrs TYPICAL PLACEMENT DETECTABLE WARNING TRUNCATED DOME QETECTABLE WARNING INSTALLED ON A RADIUS DETAIL AT ;INTERSEC7tON DETAIL WITHIN CROSSWALK W L A N R` 1" CENTRAL OFFICE. . FIL T E R E COPY OF THE ORIGINAL S AL D ?Tt SIGNED -DRAWING JAG S O 1 FILE hL THE Er R 1 P f HE C I SEALED AND 1 tc DRAWING I Or E IN HE C N T AL.. Ff IG H l AL E E .. D S G N C 1 G A C0 Or T RVINAL EAL D aGr 0 DRA f_ a Q S C I : i Fi' SPEC K;A?ItNI . _ .. PE IF C to V OT' _ _ A IE._ D REFERENCE' REFERENCE - REF .. SURFACE 1 DETECTABLE WARNING SU FACE.. T R i . - RFAC CG 2 DE EC BLE W BRIG r DARD� �•+(� 1 DETECTABLE WA N NG SU E RQAp .AND . D c S AN . C G 2 D E _ ., 505: � ; t0a SFIEET iQF 5 REvlswrl DATE (GENERAL NOTES) TYPE A (PERPENDICULAR) APPLICATION 5b2 502 204.01 Q4/119 VIRGINIA OEPARTMENT OF TRANSPORTATION 504 504 VIRGNIA DEPARTMENT OF TRANSPORTATIOU (CLUSTER BOX UNIT (CBU) MAILBOX - ADA ACCESSIBLE 308.2 Forward Reach. 308.3 Side Reach. 308.2.1 Unobstructed. Where a forward reach is unobstructed, the high forward reach shall 308.3.1 Unobstructed. Where a clear floor or ground space allows a parallel approach to an element and be 48 inches (1220 mm) maximum and the low forward reach shall be 15 inches (380 the side reach is unobstructed, the high side reach shall be 48 inches (1220 mm) maximum and the low mm) minimum above the finish floor or ground. side reach shall be 15 inches (380 mm) minimum above the finish floor or ground. 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 floor space shall extend beneath the element for a distance not less than the required reach depth over the obstruction. The high forward reach shall be 48 inches (1220 mm) maximum where the reach depth is 20 inches (510 mm) maximum. Where the reach depth exceeds 20 inches (510 mm), the high forward reach shall be 44 inches (1120 mm) maximum and the reach depth shall be 25 inches (635 mm) maximum. 20" max >20"-25" max 510mm _,_ 510mm- 635mm °E Eo OO N (a) (b) Figure 308.3.1 Unobstructed Side Reach XE O N E i� 255 mm 308.3.2 Obstructed High Reach. Where a clear floor or ground space allows a parallel approach to an element and the high side reach is over an obstruction, the height of the obstruction shall be 34 inches (865 mm) 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 mm) maximum for a reach depth of 24 inches (610 mm) maximum. N E d N E =4cT E x , _ E.' Kq O N LO 2, - o ,sT d• co 4 x 10" max > 10"-24" max 255 mm 255 mm -610 mm (a) (b) Figure 308.3.2 Obstructed High Side Reach E 0 N METHODS - LAYOUT VD©T ROAD AND BRIDGE STANpAROS REVISION DATE I SHEET 2 Of: S .t 0. L19, I on1 n9 . D \ 4' SQUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA \ / / / r d � D - I , 1 d I R11\ _k - - Y1 i i -- I I ___ i t I l i-----------i I_ -- F I---___ -- i I - __-I- I I I I I rl 1 1 I L-----------i t L--------- f -- -�- I L I L----------i I �, I-- -� •,- L-_--__ __J ---- t ' -- I L. � , J lr - J I I i I -- , _Y p. V %�• p D Gi a D 12 4' aSQUARE LANDING AREA OUTSIDE OF ' _ - _ - _ _ - - - TRAVELWAY SHALL BE PROVIDED FOR \, _ PERPENDICULAR CROSSWALK WITHIN THE ` rk6-0b �6eN MARKED CROSSWALK AREA (TYP) `Z� i \\ y u� I O x 1p 46. 81 45.73 c A5.83 . na: L i ��: d - -,. - �5 � v' 12:1 MAX RAMP `blty�, 48:1 LANDING/48:1 PAX LANDING j / 45` 12:1 MAX iRAMP I i A5 9 /45. Z9 % 20 0 20 40 60 SCALE: 1 "=20' 2016 ROAD & BRIDGE;STANDAARDS --- CG-i2 A r. a5 D0 £LS 8 LONG PERMISSIBLE A Ar 12 cc carisTRucrtoN 5+ Murk. y 1n F1 --i �ar4T , , r AA 1� � � 15_-hh 12 1 MAX 12%1 tdA t, x 4, MIN z _ B y, `[. -on-1 120 =MAX o, j WITH BUFFER STRIP BU ER W RAMP AM? « �- R `�� (SEE TA9LE1 (SEE TAaLEr� ;, TRArIaIHON GUTTER PAN SLOPE A : 5 plrt THROUGH AM .� . t r G RAMP LENGTH T H L /� _ Q 2a Qu E G .G' uc• TR. Slitotb.GUTTER PAN; SLOPE �•1M ?N �4 TO '2011 THROUGH RAMP' LENGTH CUTTER PAP( MAXIMUM SLOPE 20€f 2 1 IAA C: of s SHAPE.10 A CH FACE WITHOUT BUFFER STRIP OF ROAI:11.1 CURB BACK AE CURB . 48 rYM 1 zat-, 48 etMAX;. 'EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT KING A6q ' N AAA, LOPE sEc'riaN: A -A L,�W g8�l, MAX - DETECTABLE WARNING'SQRFACE SLGPE PERMISSIBLE eutis - CONS'IRUCTION 5, n- JOINT .. ; u �:t tAAM1 WN CROSS'NALK: � •1 �,. p ,,,,,�-•�-'^ SECTION B-' cRARs"s NOTES; cariRErE CURB ONE DIRECTION 1. FOR GENERAL NOTES ON THE, DETECrABLE W ONE DIRECTION WITH BUFFER STRIP SEE SHEET LOF 5. ARr11NC; SURFACE: WITHOUT BUFFER STRIP 2. THE REQUIRED' LENGTH OF A,PA?ALLEL RAMP IS LIMITED To 15, FEET, REGARDLESS OF, THE SLOPE,. 3. GUTTER`PAN SHALi_.BE A MAXIMUM SLOPE OF 204 Ar"THE RAMP OPENING, 1Aq 1,. :? 4. D OP AL PLACEMENT il5 NOT PERMITTED. u TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP 1ENGTH' IN FEET 4" CURB 6" CURB 0 t B 1 5, 7, 2 5 8 3 6 '9 4 8 12 5 10 15. 6 14 15 3 OF ,5 RAMP DOWN SIDEWALK RAMP DOWN 12" MIN HANDICAP CONC, PAD MAI BOX RAMP 12" to 15" B.O.C. PER. USPS .. F.O.C. C&G E.O.P. CENTERLINE STREET SCENARIO I -REAR ACCESS TO CBU CROSSWALK ROSS C WALK CONCRETE- TWO. WITHOUT OBUFFER 'STRIPADiI TWO' COY ODRAWN Ott FILE it THPFTHE.O IGNAL SEALED.ANDSIGNED ,IS E NT 3AL,OFFI C CG 12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT' OF TRANSPORTATICH CONC. PAD 12" CBU MIN. MAILBOX RAMP DOWN SIDEWALK RAMP DOWN I 1► -=a HANDICAP RAMP C&G O.C. CENTERLINE STREET SCENARIO II -FRONT ACCESS TO CBU E RADII 31P 1 l ATIO FC N ERENCE 1Us 502; 504 CONST. TOR IS' ION CUTTER"PAt I SLO E Q P � i20=ITHROUCHRAMP LENGTHr TH A--E--I GUTTER PAT•1 MAXIMUM SLOPE; 2071 TANGENT PLAN SHAPE TO. MATCH FACE OF RO '-O" MI ADWAY CURB' B 0Mk ., S BACK OF CURB 12m 1 A1AX. r 4 i lAAX as t 8 9« AAIN AT ;IC,. 2" HIGHER` THAN TYP EDGE OF PAVEMENT AT ' SAME AS TOP F U .K�, S 0 0 CURB SECTION A -A. u TYPE C PARALLEL & PERPENDICULAR APPLICATION ROAOwA'f GRADEMINIMUM IN PERCENT RAMP LENGTH IN FEET 4" CURB s" CURB 0 2 1, 1 Z 5 2 3 5 3 3 6; 4 s 6 5 5 10 6 7 14 3 1 5 8 t5 Id5 CG-12 �I AT Ik. 2"'HIGHER DIAN EDCE 'OF PAVEMENT T` SAME P A i A5 T CURB YC. O Or C B 0 tip nn II ROSSWPLYt x`P E AM LE PLACEMENT. AT INTERSECTION WITH BUFFER STRIP T NO ES� i. FOR, GENERAL r0 TES ON THE DETECiArLE'NAR iNG SURFAC 5 E SHEET E,. E H I OF 2• THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE BUFFER STRIP MAY VARY TO MEET EX,IaTWG FIELD CoNOIrions AND ROADWAY GEOMETRICS PROVIDING THE DIMENSIONS eWp SLQPE5 ARE A53 NOTED_ 3. THIS COMBINER (PARALLEL & PERPENDICULAR) DESIGrI CAN BE USED WITH ADJOINING, BUFFER STRIP. LAiDlri� AT SHQRT PERPEttDICULAR BOTTOM OF TWO SLOPING SIDES WITH 5'X 5'MIN.DIM-rNSiONS. THE RUN TO THE STREET CAN, BE PROTECTED BY A LAlDSOAPEIT SETBACK QR CONNECTED TO THE SIDEWALK WITH A WFRPW 'SURFACE. 4. GUTTER PAN 5,HALL BE A MAAiMUM, SLOPE 4F 2a t AT THE RAMP OPENING, THE REQUIRED LENGTH OF A PARALLEL RAMP IS 5. DIAGONAL PLACEMENT IS NOT PERMITTED. LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. AT ON. r 1C I t A COPY F E 0 1 1SEALED, O TH R �thAL AND, SIGNED AN I a FILE S• E DRAWING NG S .N L tN RENGO CG-12 DETECTABLE ;WARNING 05TYPE C (PARALLEL & PERPENDICULAR < 502 VIRGINIA'DEPARTMERT OF TRANSPORTATION 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 12" CBU MIN. MAILBOX 36" min 915 mm I 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. 19 STAAIDARDS 4i ET 4 OF 5 �I 0) r UCID o W CO o U z 0N� O (D > 0 0 V1 t=rn QL _ Q,- �J to U Q � Q z = W o W rn CD >z U _ O 0 z w Q Q LO z� O> 1O CV W N 1 J to Q) J Q - I Cn tW CC Z T_ M T_ EL CD U o- z O d U In w 0 w a 0 O z H m S z w J O H H H z a H Z Z Z z o- w w w w g 0 a a Q N� z w U U U OV z O Q rr V u z F Z z z z N~ Z) 5 5 Z5 Z m O O O OO N LV O O O O O ON N N N N F- N N n N N a ri r; m r1 O O d' l0 Ql '-1 A chi O C) C:) rl .--1 CD e-i CV M d Ln O Z ��LTH of v �4 �,o r O � 7 G 9 Jimmy L. Taggart Lic. No. `6 22841 `sue �QF 01 /07/2021 �sslONAL fz_� V ,� j'� 1 J ZLO < Q W � TQ CO a = I-" o LL w U Q -�°-Qz� I-- W � CU U W 1" C\2 06 C) Q 0 D W Cc Uj ~ or 0 O CE 9 DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 10-22-2019 SCALE: 1 "=30' JOB: 8438 SUB: 2019-00170 SHEET: OF 24 24 1 - L I 1 - - 1 •. 46 I 1 / 1 � I - I e ; ..... .• .::::: .:.:::.:::.:...... / I / J / I / / I ! I / VDOT+CD-1 UNDERDRA(N -- - (TYP WHERE SHOWN) J, R/ghtFront.l0 Bolt �nnet _- won HYdrpntfib 9• 1�v q, cep I \ J -' S \\�,yo2c•' ��'� ic- 1 � 3'' ./ C l 6`L a/'Op.REP cRES / i \ � a 2 �\ �'� cN , �'/ ..m�'��•' I ' jo��, rC r , � �4 �aA,Ag2 'zy �' \ / ,' 01 •, \ s u �2 -0 �'`' / ) � ter' --• t� W AP iIA s. / X\ � 4\ /%'�• � � l �� G Pc�FIA"- 1 � \\ \ \ \ \\- 1 \\ � _./ � \\ \ � 5 �y,\t E.SL4-o�/ba<; \\\ sgLV� 2 0 L / 50 0 50 100 150 SCALE: 1 "=50' 470 465 460 455 450 445 440 435 430 425 420 40 . _ 410- _'" - -.-�-' ' �"� _'. - y --- -- -- 414 420 424 -- __--- - pp 6�-1ov �NGS PLC! - 420= _ - - - --- -- \ - - EiV S - _- Nib' _ -- - 50 VC. 430 \y1 lJ �I_ -- - --- - _ 436- _ -"'(-EC -- .ram- \ r R= O I I p �`'` \ .� -.'�.'_'-�._ _ 1`•�..'•--.,-•fit: -cr, - - _ - �pY' • _ ....� sf _ 438- \ t, - ,`.:i:i:.�. '7o''WX fif1G. __ --` __ _ /-_- - �4 h P? 4 \ � v cXr -442'" -- " \-- -�-_._\�ti \ .•'�: I 7"71 fp j, �93 co - _,._. l� J �-------440---------- ov'4 00 -__1,.•��'' --- -^�.., ���oo •`_'•= ^- l �`'-.. t_` J=17!--j--jr.--y� � �{--. _ -` my mco cy MEE- -�48_ jU MO--34301'tovv �p�-- ',�', Z.866, OPEN ^SS /O�� OF `\� y oY\ AL CURVE 6 00 �6 )9 \ - I " L PLAN VIEW AT SAG L V v`AG (SEE ROAD PROFILE) FOWLER STREET EXT PROFILE DESIGN SPEED: 25 MPH VPI STA =JW2' SCALE: 1 "=50" VERTICAL SCALE: 1 "=10" VPI EL = I nu - rn nn' VPI-EL = 448:00- - o. -- � ��- - VSD = 69A8 - _-------- ---- - - v----- - ___ I� - -- T - - -- rr,-- --- - - --LEN-=-r:00' 100 � _ - + o K-= 3q.33-CD- WIN- - - - ---- -- - -EL -- - - - -- -ckf ---- LEI I - cr a' _ - -� --- - ----- __ o - - _ CK- - - OR - �- - 2. 0% - -- o.-F- - �, u, �� --STfN_ - - o -- - - -- - --- -- - RO - &A F --- -}B- HDP -STORM-RfNG--r= o -nLO ----8 -E ASS-51�_ W- A E 1NE- -- - - �- --1- °O N �i- d' _y.-4- cri�� w-� pi-- �y wy J - - - - � - - -- _ -� - -- - o +Ln O -�+ --i--I� Q_- _�- I-`n -� �-� PO x -Oo_ L0 00 ¢ cn _ I _ N C� ---..---- -p�_ - - F-- d U a �r I-- F- -I- - -- - L_) 1 i - - a _ _ _ cn Ld z- o - - - ca -- cc.�- Imo- cnco w-z v) ��--- O e- N LC) qtl- O t- O O M - L0 LO �It O t-_ O r- N O LO U") Nt O C0 O M r- c6 L0 It It O 00 O 00 O C0 L0 •t It O `t O CV O c6 It It It It 00 N M C0 00 N It LO O O LO O M 4 d" L0 It O O O O 0) 4 t V) It Imo- O co LO O 0) M Nt Liz It L0 O 00 00 0) �- � L� It �� O C0 N 00 O O It Lid Nt t` O L0 00 06 6 `t Cf Nt �I- C0 C0 00 M t` Cfl �- It �It d' M c- C0 � 07 d' It ��- M CSC It 00 6 h- It I- `t` N 00 ti r 6 (0 It `4i `t O 0) O z- Ln 6 � t It It 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: BEFORE IT IS COVERED. Y ENCLOSED DRAINAGE SYSTEM 1 INSTALLATION OF AN E CL L 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. 58' PUBLIC R-O-W R%W POINT OF 4" 3000 PSI FINISHED 4" OT ST'D GRADE VDOT ST'D 3000 PSI 3 CONCRETE VDCONCRETE 1 \\ 1 CG-6 1.5" SM-9.5 CG-6 g ' 1�4•,: 1. _� 1� 1�4:,: 1 � 1�4 :,: 1 ' �� ( •..,E-• 4": 1 � ia• if \ 3 4" VDOT 21 V A 21A - 4' VOOT ' 1 STONE BASE 6.. VDOT 21A BASE 8" SUBBASE (21A)" 6" VDOT 21A STONE BASE STONE BASE 3" BM-25 STONE BASE 1' 5' 6' 219, 10, 2' 6' 5' 1' CONCRETE PLANTING TRAVEL LANE TRAVEL LANE PLANTING CONCRETE SIDEWALK STRIP 0.5' INCLUDING PARKING 0.5' STRIP SIDEWALK 33.5' 24.5' 17+00 18+00 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 T 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 6. INTERSECTION SIGHT DISTANCE LINES ARE SHOWN USING A 3.5' HEIGHT OF EYE AND A 3.5' HEIGHT OF OBJECT. 450 445 440 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 TYPICAL SECTION FOWLER STREET (25 MPH DESIGN SPEED) N.T.S. 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 63% 37% 0.99 23 217 137 80 SFA 230 25 mph 38 5.81 67% 33% 0.52 20 221 148 73 PROPOSED TOTAL 43 438 285 158 K OF • rn r u O o co L!J H i Cn c) U �N z > r/� �+/ �t _O L0 Q LLj � D OU ¢� co y 0 Z = LLI 0 O(j) zW0 W "Q JLoQ �z 0 Q- C7 Z O� V/ LL LL Z O > C) Cc N a W N Q } �1 ui Cf)W o cq co C) LLI (7) � 1�1 �oM = Z o 0- rn rJ Q Z _O a V 1n w 0 W Q Z Z Cl m Z 0 1= a Lu z w OO Z 0 z w O Z 0 z W 0 Z 0 z W 0Ov Z 0 x W g Z Ln Z g - o o m N L 0 0 0 0 0 0 9 Ql' N c1O' O 0 0 0 -1 a z ,-I r,4 cA cr i.n t0 DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT ALTH op Jimmy L. Taggart Lic. No. df 22841 .14� ML 0,�� 3 07/2021 "0S"q 10 N A L Q Z > - E, W J w �+ z `O ®� Q co T_m w 0- Q '_ Q = Lu U o w -1� Qz I P4_ W n f CV O O 06 W U Q W U) O Lr t-- Q a LLI W � O O cr DATE: 10-22-2019 SCALE: 1 ":50' JOB: 8438 SUB: 2019-00170 SHEET: 10 OF 24 'LR2\ ` • ._... - \ � •. ' � \ \ � \ / ./ AJ'G TUP 62-16D �i �Y 130 ✓ / / �r ✓/' /,/ / /I t ) II I I / / 1 1 I I I I \ \ 1 \ _ \ \ \ \ `\ 9h, - OPEN SPACE ZONING: R4 /' ✓ - I ` .4i0' // , / "-'' / 15.0 ACRES 9PEtaSPACE C / I / / l / ' / / / / , / ! l / 1 I I I l \ `-- 'v. `� •`\ _ _ "- -- -`" -_-- - _ - i 110,274Sf _4756cy - Pv* -v�' -- aao' / - ( 1 ! / � / / / , I I I ( ' •. -. r r- - � J ` -446- NE7GM1i 14.51' µ r _"- / 1 / - N - -_rn 1 / ' / - n ➢ ( 1 r / ' / I �r "rym eo ........... I 1 �_.- N m +n m O N m " ..J :.:........ . .:.......... / / ^f� - rn 1 � N n o 1 y r....... \ M H N' 1 O N N W H N 9\ I r/ r .J 3 I .I.. _L ,, N1P. - _ II I `J E / - --- , 7 I I 7 'I I a I i ................ .. � o �3 I 1 ....::::.................. F WLrE, �R - STREET- --_.- ---__-szo- 434 egr t , 'P 61 73 � I-_ \ \\ � , s-°`_ a°--L- 2,£36oSF•', ice- � _ _ �`, - r VD T CD-1 UNDERDRAIN `b a� --� / r // � 0 1 / �'*.. 1 I-260.00 -------------------- - i �, \ "gym. 1 r '''` \ L=112.46, R_ (TYP WHERE'SHOWN) / '' /0 / \ / ® A-32.1304 a, „ CONNECT PROP. 8 o� , �� ' - - \\ "/ %� /' ,/r / /` " _ \ \ \ Yam` EX. 8 �� - x- ,- / c, 1 ,.Ni STA. /11 +53 , �, // / i. ' ,,! \ QG \q �`f,/�\, 'iJ f �i'''r. A _ ..rs G. ��i �l _.,� . �/ ATERLINE ®` - - / \ f r-------- �\\•`ems .� ><s � / / --- t_, r -^�/ l.�'';�,+'-' _ BM ELEV.-= 455.10 I / boa , a;° </ / Right Front Bonnet J 4 _ /� / Sy1 ti�ti° ' `, i< �" \\�,t \ '' /°/ \�/ �'" / h _ - - - - - �� `X - - Bo on Hydrant " �IX,� _ tt _ -' rz / -____ � - , '-� 1y`\` �,\ 4 � - II I \,1, �. _ Y �, r / ' / \ \ .3 �`'�\\ \ \ ` � ��,, f f�/' , i`� " "� /\g• \ -\ ` `- ,�`'- ,/ \ /`�G�. cr `4 `I I I+I11 \ \ /• / / /' ' r 1 // `\ -� '1 \ \ \ \� '\�,.. �"--.. / /f ' - --i \, Q y'\ // r 012 `b`�'Q \ \ / o\ \ \ \ \ /' / ss // 1 1 ion'` G a /� /' , � I.! / \ I \ � \\� �y.. �,\ fie. ; e! ..,,,, / ,i- _•____ - Q� 1 C, - \/ ,\ \ _ �, / , to / \ \ 2R�01 J 1 \ P ,.yr0 x ` •.' ,I >�, --. .z Ia ` \ \ \, U c" , / \ / /' \� ¢H\\' \� \ v''�.�c'�P�� \c.�`L��-\ \ .r' /'I pi' \ 1 `�' \7©il I��U ��SIP� 0 / \\ \ \ \ \\ ` `'( �,/ J/�•``�' _ /"-- /�_�\�i• \\\ \�!� ysa OrP ,/r/ \<> \ \.O cs \ v> '\J' c.-\ yo.\ / / // \\ \ �� 10E'\ �Pl• , �\ \ \\ '- _-- ..\ �/ 4,\7T�-=- 2\\, S a\\ r✓ s d \- u \ / G� - \ \ l\ ��i A \ / \ \ NJ \4 oti f� A11 0r QG .� \ v o ,.Jp r,- `� c!v \ �' �• LG c��„ r /' /' I ,, i/ `P ��`°'� i- - Q \ \ \ '*� ' y` r,/' HORIZONTAL CURVE / �. :> ' / I /'/ / / \ \ \\ \ \ \ \ , / > n \ \ mac*.• \ S . /" ' / / \� p �/ I _ / \ \ l �\ F I� /' ' A = 138'14 49 F , 'L J, l <'vj `� • . U� 2r o c� \, , } / /� '`• ...r �\ 0�'R! 0 1 \ \ , Jai 2 q1P / 1 '/W` / L \ / r \e3' a?' �� / = x \ - �f �� T = 524.39 ` r51U / v1 ( \ �'\ \ ���., /' /' 4 vy R = 200.00 ,,( \`�. \ '( G� U. 5 1/ �F \ \ �. ~� J .' '4a �' N -� 7M 'I /� C 373.74 � r 1rr 3 1 �i CD = S36' 13 4 E ` OPENSPACE11 m =� � �• , - ` /'- PI STA = 16+15.16 49,4z 9 1, 1 ) P� ��-__--___ \E4\JE�1 �1111P / / \ �..y�`- � �`,- '-4'y}�,-c��x..�As \ /V Y v-s'o,,r��o / / / v /r /r ' I I v � v / v � v � v �, chyle vP�\� -I v I v I I � �. ..- �-� / / ,�, � v v\ M �• v / ._ / / v p / / � ..! \ 1 tr. fi - \ \ \ \` \ I I I� 0 \� ' \ \ :� - 432---- ,"h..� NOTES: 1. MAINTAIN A MINIMUM OF 3.5' OF COVER OVER WATERLINE. 2. ALL FILL AREAS ARE TO BE PLACED AT 95% COMPACTION. 3. MAINTAIN 1' MINIMUM VERTICAL SEPARATION BETWEEN STORM AND WATERLINE. 4. MAINTAIN 1.5' MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE. 5. 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 3.5' HEIGHT OF EYE AND A 3.5' HEIGHT OF OBJECT. ** 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. R%W a 49' PUBLIC R-O-W POINT OF FTNTgppn TYPICAL SECTION ROAD A (25 MPH DESIGN SPEED) N,T.S. 470 465 460 455 STA.=160( INV.=44E 445 44C 435 430 425 420 VPI STA = 10+50.00 VPI FI = 447 R..S PLAN VIEW FOWLER CIRCLE PROFILE DESIGN SPEED: 25 MPH HORIZ. SCALE: I "F§ " VE�+TE4 SCALE: 1 "=10" VPI EL = 442.50 \ /M n1 4 C, AA f. Pr T 00 r` \ 1 / l l ' 1 1 �\♦ \\ r' \ LEN-=-j50.00' K --3 7 7p --_ - - LEN--= 17 - K = 5: :00 - - _ --- - VPI -EL = LEN-- 50�00' -----._._..� 445:32 - - .-PR- �,- EXISTING -GRADE 1- - - - Q - --F� ----- 5- - -- 4-- - - - =�-� = cn (- - - can Q - -"��-- - - g CC52=DIP WET lL-INE--�- - - - - - 1 4' - - - - -- - - - - - ---� -- A O N- 1� F= - Z Z_ X - z°�° l� - r)k Z. --. 00 c d -Op ---x - -� I- - X ao °Ow -- - u7 w - - o O- _C), Z N - -- --I- H Q Q ' J _ Lr1 r- can _ K7 --If -F- d-- -IL_c�n can W - -(n N --,t Q Or_, 0 U r� W_ --- Q- - z--� 6!} SL2 S!1- --TI V) Lij- i0 r c6 LID It LO fl• W oo co c\i It LO It d Liz CO r- I` CV d' LO co C) In W co C) 'tU) I .t 0) IO C) LO r It I d �t N It C) d (0 d• r 't ,t �t 00 co t') co C6 C6 It co 't -ItItNzi- co co c- M (.6 It it N 00 N U) (6 (6 Nt Nt 'tNt co fl- r` 0 C6 co d Nt d- C) O co 0) 't d CO 0) 00 CO 4 cd It Nt N LO L6 It 9+7510+00 ims][11 13+00 14+00 15+00 16+00 \ .3 1 1 50 / 1 f- 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 0 438 44o Surface Asphalt Concrete (SM-2A,B, orC) (Superpave SM-9.5A) Prime & Double Seal or Blotted Seal Surface 435 Intermediate Asphalt Concrete (IM-1A or 16)(Superpave IM-19.OA) 430 Base 1 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 11 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 Soil Support Measured CBR Results: Measured CBR Average: 4 Design CBR: 4 Resiliency Factor 1 Soil Support Value 4 Total Proposed Thickness Index: C 12,3 OK Material Equivalency Min. Max. Thickness, h) Value, (a) Inches Inches (a x h) -- 15 1.67 1.5 3 2.5 0 0.84 0.0 0 ` 1.67 2 2 0.0 L 1.67 3 5.0 1.60 6 0.0 1.00 6 r 4 0.0 1.67 6 r 4 0.0 1.50 6 ' 4 0.0 0.84 6 " 4 0.0 0.60 6 ® 4 0'0 1.00 6 r 4 0.0 1.17 6 r 4 0.0 1.00 6 r 4 0.0 0.60 4 8 4.8 1.33 4 8 0.0 0.50 4 8 0.0 0.40 4 8 0.0 1.00 6 8 0.0 0.92 6 8 0.0 1.17 6 8 0.0 1.00 6 8 0.0 Total Proposed Thickness Index: 12.3 09 • r V ^� o O W + O ®/� frr�o Q 0 i J D OU co Co y LL Z Z W 0 � w � (n UQ w o Z w_j JLO< � � Q Z C0 v v Z �/ - - LL Z O > N (- WCD N Q U) Lu N O ��w o0 UwOJ w U)u)ca z z o 0) a_ 0) U a_ Z O a u V) W W a Z 5 m S Z O F- �•- tun 0 H Z W 0 Z ZD O H Z W 0 Z Z) O P Z W r 0 Z =) O F`-- Z W o Z :D O� W Z � Z z a N z Z Q � a o m N W O N O O O O Q 71 O N O O O 1' 1 -1 O .n'i 4 O zTI N M d• Ln l0 DESIGNED BY: UVN DRAWN BY: I ARC CHECKED BY: I JLT ��LTx of vr�� Jimmy L. Taggart Lic. No. "0, 01 /07/2021 y �5'.g10NAL 1;11 _Z O a J U ZG Q W W JU),.._m CL Q Q; J W u- O C:) w T I FJ W �-z D rr � OU 0 C6W U a ® < W < 0 U) z I W W in W C) Q O Iz DATE: 10-22-2019 SCALE: 1 ":50' JOB: 8438 SUB: 2019-00170 SHEET: OF 24 FIRE ROAD 20200716 PROFILE DESIGN SPEED: 25 MPH HORIZ. SCALE: 1 "=50" VERTICAL SCALE: 1 "=10" = VPI STA = 21+00.00 -49Q 99510 510 505 505 500 500 495 495 490 490 485 485 480 480 475 475 470 470 CDP 465 465 460 460 455 455 450 LO 450 445 445Lo- 440 7A 44-- ---- V) ui 435 435 430 430 425 425 420 415 420 415 410 410 405 405 400 400 9+7510+00 11+00 12+00 13+00 14+00 • 15+00 16+00 a 17+00 18+00 19+00 20+00 21+00 22+00 50 0 50 100 150 SCALE: 1 "=50' POINT OF 1 FINISHED GRADE E— 1/4": 1' 1/4": 1' -- `� S • 5 1 6" VDOT 21A �• S . 1 2 STONE BASE 1 5' 10, 10, 5' TRAVEL LANE SHOULDER SHOULDER TRAVEL TYPICAL 1 T PICAL SECTION GRAVEL FIRE ROAD N.T.S. NOTE: THIS EMERGENCY ACCESS ROAD PROPOSES TO CONSTRUCT A 20' 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) i=cy-= 375 00'-- — --------- —_ — —I:k.� = 21�(1�00� �— _ —, �P OPO�ED-0f7�D� =� e�— `� --�-- ---�=--- � _ -�- - — r---- — �-A�FIIJ` AAFi;EA b4EEEN�TeMPA6�I - — t"' �) N � O tt7 O O O to °�' CD C� Lf) O G)7 � `�' N T" t.n Gn O N d' � d• CO 'r'- (h i`•; 00 Cr) dr � di' d' N tI7 h N d' �i7 d• �' CO •r- d' � d' � O d: �' O d' �) d' CO 00 � (•7 O �t � (� C� c0 •ct N t.f) d' d' d' it � N � r � N d' �t It d' '�!' 00 h CO !�7 O IS9 d' c7 d• Wit' C'7 ('7 h O GA rt N d' e1' d• � N r- t� d• _-- d• 'd• O N t0 O� C'7 h d• N d• d• O h CO O CS7 CO d• Cn d' d' � O d; '�"' O W u7 d- d' d' CD O N N I.() h to tt7 d' ei' d� t�7 O� �1') O Ld7 co t� d' �i' O ('� O � CSJ N co h d• d• O "It O r N O h h � �' C� O � Cr) ©0 "cf' i� CO �1- d' t1') Cf7 00 'cf' M h co c0 d• °�i• C7 O CO CO co a) d- '�' L(� C7 �t Cfl LO c0 co d•`�" 00 'r- h w d• N 00 CYJ � r c0 d- rn r U o o co Lu COo U _ �, N ® z 00 c 0 I- rn ¢ ui = DU Qcn Q W z =w o p CE 0 UQ J�Q a"+ z 0 0> u-Z > N CD W N N u.i o o > r- ® ow z U)U� CD 0 M U o= z 0 a U cN w 0 w a 0 z z 0 �— z z z a w wLn w w o O 00 0 0 0 u u u ooa W o a o o ^ N o O) p q z I M DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JLT a TH OF Lr�� Jimmy L. Taggart Lic. No. df 22841 3 Z O N A L _Q Z C0 J O Z LO Cc W r) v � W 0] �-. Q Q W U ILL 0 J Q' Q z o a I_W °': OU w E-� 06W I ® ® �[- W ,� W o O � ,, .J Q a MW W W Q <C C0 � Q O Ir DATE: 10-22-2019 SCALE: 1 "=50' JOB: 8438 SUB: 2019-00170 SHEET: 13 OF 24 455 450 445 440 94 460 455 450 445 440 94 3.5-HT OF OBJECT!— -- __ -- — 5' =OE -EYE— - -- - -----. —� --- _ --=F_ --- — -- 3.5' HT-OF-OBJEC_F----- - -- - 77, ' — =j - — — EXISTING -GRADE - -- -Ea— - —BEZOP SEECRACQE -- -- 75 10+00 11+00 12+00 13+00 14+00 15+00 15 SIGHT DISTANCE PROFILE VIEW - SD1 460 455 450 445 440 75 2&4-StGEfEaS_LM_CElE 15�H1 OF OBJECT __ - _- - - -�- - __L[LS� -_ --- F_-- - = --- - 280z-SIGHT DIS-rAN-CE _- Rl-GH-T-- -- - - - - - m' -H-T -OFF OBJEC-T - ----- _ �_-----------_ - - - - - - -- - --- -- --------------- --------------- ---- - -_ -------------------T--- EXISTING GRADE- - �- 75 10+00 11 +00 12+00 13+00 14+00 15+00 15 4 : I U I>s I h I , I SIGHT DISTANCE PROFILE VIEW - SD2 opENSpgC,,A ry ! 4 M C -e���•.} -1 f SIGHT DISTANCE RIGHT 260' (1'l- .-_-' . =� + ,. �, �'-`'�-�� �^-� _ _ [ ' I " ► ` . • .:�'_ SI . TH DISTAN E EASEMENT SIGHT DISTANCE EASEMENT r SID .N NENOAL ER�I P�Z°1 ` ti•l\_ `\% o / �`<� /.+`' < Sr In `\\ \ REST°rlo / \\ \ \\ Z .1 AGRE to ER \\ \ \ \ \h \\ \\ NE"Pcu 6Z�,Kc81UEPdTII / JL N \ \ Z°16 AGRE \ \ \\\ \ \ \\ °. N ' \\ / \ \ \ IN o v o a- 50 0 50 100 \150 r, \ \ \\ TIdP6 NT RESIIpE m` y �a \O fZONiPJA�RFS SCALE: 1 "=50' \\ �\ 0ppo � 5oTN62GI- o�SiU�FNTIA! vv�'v v iv vv vv �IAOANtG 'NMU /v 1�1 I'- -1 1_ Ire 1 11 1--, 7 I l r+ i i i 1 / /28d ' SIGHT DISTANCE RIGFff LI[:'I$] 455 450 445 440 75 NOTES: 1. SIGHT LINES THAT CUT THROUGH LOTS, DECKS AND/OR FENCES MAY NOT BE BUILT AS THEY MAY CREATE SIGHT LINE OBSTRUCTIONS. 2. STREET TREES LOCATED IN THE SIGHT DISTANCE EASEMENT ARE TO BE PLANTED SO THAT THE MINIMUM HEIGHT OF THE LOWEST AUXILIARY BUD IS V FROM THE GROUND. 3. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. C J in o o c� W 0 u 0 Z N Cl� tom=( rn Q w = TA �l T .-I Cn OU Q� y a-Z =w o ED w UQ �LnQ -j Z C� 't U 's Z Z O> wZ O> N a� w cv Q > `n , O O -j O fx 0 UWO w w U)v)CE z a- cl)U n z 0 a V V) w w a 0 Z oz m z ,x 0 p- p p z a ►Z z z z z > o.- w w w w 0 can z 0 a 00 0 0 0 o zzzz"' E5 :5 S : O O O O z mg N O O O ON N N Lu O O O O O NO 0 N rq O e^-i OO O OO O .r-'-i .N-i O z c-I N co cY � �- Z DESIGNED BY:j UVN DRAWN BY: ARC CHECKED BY: JLT �,LTx of kr� Jimmy L. Taggart Lic. No. 22841 01 /07/2021 l��v �ss10NAL E��� z >Y W J LO cr- W �(❑q] W � W �UTm Q U 0LL cr- a --� Q Z W �-= W M ::) z D� c° 06 W Q Q Q W 5 o>° OC —j 1- Q w rr M W W U) a 0 cc DATE: 10-22-2019 SCALE: 1 "=30' JOB: 8438 SUB: 2019-00170 SHEET: OF 24 I I 1 1 / / / / r / / / r / / / / ,/ , , ,, / // I \ \ / / / / tQ / I I I I ' ' / / /' / / / / ,' , r / ,'-/- / ' ' / , ,r --_ / \ ') / / / /' / i / 1 1 I i ' /' /' / / - / - / - / / / // � / - �/ 30 0 30 60 90 1 I l /� / / / / , , - , / r \ \ / \ I / /' \ , / / , / / t� -- I I g // , ' / ,/ / , / ,' " - r' �\ \ - \\ \ \ \ 11 / ,i \ r // ,/ / /rr ,/ \ r� / - � - - -- - y- I I I l / / / / / / // / ) / I \ I / , r /' r r / Cid \ - '' '' ,' » , + I / / / ' r - - I ) / / - - / ,/ /, / � \\ -- _ - / / SCALE: 1 =30 // I j // / // l // / / // / // ,/ - - -- i, -- / / // / // /'- -- y, /r /r ,r /// I _k- \ -- , , -.. -, I I / / , - - -- / - / / / r 1 / � -- / 1 , / l l 1 /' // / / /' y' -- ' / / // /' /' -- 'y -, / -r / C ,/ 19 - / ,` y---,' � / I / l / / l + /I / / / ,' ,/ - - -` - - - - - '' 1-1 r/ /, / // / , ,y /y,rr /, / / ,1",� / / ,� ��$','/ -- /' I - - - / / ' I I / / / l 1 I /! / / /' / ,, , I / ,- - -- - -- -/ / / /' / -- - --- - 'yr'' / � \ I - ,,r ,r' -y N -- / oo- -, -- // , / /' / I / 1 / /' / / // /' ,' i r' ,/ '- -- / - ,/ ,/ // / - -•- -- --, / c I l , rr -' / NOT - --- / / 1 / / 1 / r / / , / / r , ,- - ..-' , / rr - -_- -- / I\� ! / , y / - NOg\-- - - / / / / � / I l I / / / / j/ / / /' / ''' /' ,' - / / - ' y,' r'' / , __ - - y,' \ I / --, r/ -- / - -- i, 1 ""N // 1 / � `/ I I i l /' / `x / /' /' / /, r' ,� ,' ,'' -- - - ,, / r, : ' --�- ,' \ I - -- -, ,- N " �' -- / / / $' / l /l l I / \ I ,' // � ,/ /r /' /' / ,r ,r' r' ,' /, -- / - - -/ ,,' / /,r -�- r--- I �- \\ I - --/ --' j / ,-' ,,'y - - 0 O i ' -- / / 1 / / I I / / r / / / / ,� / /' /,' / - - - y-- ,' i r ,!' +I j I - / , yy ---- -4\ "''' // / / / I / \ 1 , / / / // ,/ / / / , r' /' / ,' -- ' '' ,r ,' I j II r„_- -.-'' -' ,' ,' - .- -- --��2- -/-- / - / / / / / I \ I / / ' / 1 ' ' l /' ,' / / ,' r'- ,- ,'y / rr / 1 / I - /' - y ,y' --y / / --`" --- -- / -.-- / / I / /I 1 / I /' /' / / + / � / / g / I I / ,r ,r ,' / r' r/ /V I / /-'� -- / y y'y'y y- ' Q1A' " --- / ' / / I / \ / / / I / 1 r I , / l I ! 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THE YARD AREAS WILL r \ \ \ \ __ - f ,' / , / l , I I 1 1 I I \ /' \ / ,' •,- \\;\\\\ \ `\ \\ �\ �``'p \ \\\ \\ \ / \\ \ �'ts ' 1\ `J i J\-` BE GRADED/SEEDED/LANDSCAPED AS NECESSARY TO FULLY STABILIZE / \ \ \\\ \\\ \\ \ `\ - 432----- - --- � ,' '� / / lr i i / l II l II i / \/\ �// ' \ \ \ �,�\\ \\ \\ `f � \\ \ \ \ - \\ `,- \ \ �6 I'\ 'I i I \ THE SITE TO PREVENT CONCENTRATED FLOW LEAVING THE REAR OF ANY \ \ \ \ \ - — / /, ' I I r 1 I \ / // \ \ \ \ \ G �\ \ ( \ 11 I i \ \ ` NOTE LOT 1 - 14, 19 - 28: ALL TOWNHOUSE UNIT ROOF DRAINS SHALL TIE-IN TO '/ ' l 1 i i l i i i' I' / / / ,', ;r ,�' \\�� \ \ \� � rn `\ , ��\ \ \ ERA \, \ � � I � I I RESIDENTIAL LOT WITHIN THE BELVEDERE PHASE 5 DEVELOPMENT. \ \ / , / / ,/ , , / , , , �/ ' \ \ � P \ a I \ I I ' _ ______ \ \ \ THE PRIVATE STORM DRAINAGE PIPES. WHERE APPLICABLE ALL FOUNDATION DRAINS ' / I / I I + ,' / /' ' ' \\ \ \\ \ �%' �/` \ \ t o P� \ I - h' I I I I ,r ,/ \ \ \ ' r' / / ' / / / / l l / I / \ \ \ \ \\ `` `� `f' \\ \ . \ P2, 10 ��\N- / / / \\ \ �\ `. FROM THE ATTACHED UNITS SHALL TIE INTO THE PRIVATE STORM DRAINAGE PIPES AS _----------- ,' /' / /' ,/ ,' / / / I ,' �'\ / T r i \ \\\? \ \ \\\ \\ 'fie" I \\ V' \ / �� \\ \ v1) I I I \ - ,' / /' \ \ \ , , / / , , I l / I ! / \ / / /r r/ / \ \ \ - \ 7 P , \ c �0\ S\� \ \ /// I I I I-` \ ----------- -, / , \ \ WELL / /r / ,/ , , / i \ / ' --- A IA \ \ V A W �� - R v O \ V t.I' O V I I V '' r' \ V A V v - - / ✓ / / / / / / , / / / ' /' / -- � _ \ i \\\ \ \ \ �p 1 ��P \`\�\ \`1 , \ \ J \ \ \ ` ---- ---- ,' / ,/ \ \ \ \ \ - - -- --- 'r ' / / ' /' /' /' / l / / I ,i /r - /' \` \ 11 I \ \ \\ I �� \ QCC- lj \ \ \ \ \ `\ \ \-------- - - J - ,r \ \ \ \ \ \ \\ _ __ - "I, �/ / ' ' ,' / 1 / I / / / / I / -: -- \ \ a\ \> \ \ \ \ I �\ \ P \ , \ \ \ \ \ \ •- -- r \ \ \ \ \ - ---- --,' / / /' / / / / / / / I r I \ \ V A V A I A 1 \\ V A \ - _- - v A \ V A - >,1� / / f - - , A I A A I 1 V A \ \ A V ' \ \ v / / / / / / /<1, , \ \ � \ \ \ - \ / / / / / / ' \\ \ \ \�I, V6,\ � \1 \\\ \ \ \ \ 1c, \ \ \ \ \ -- -- , --- ­- -// 11 \ g \ \ \ \\\ \ \ \\ \ \ \ \ \ \ \ \i \ \ \ \ \ - \ \ \ \ - - / ' r / ' / r / / ' l I '�A\ ,a -) \ \ \1� L, LQ Uo o Co 4 H i CO CDU _ NN z O � C J > 0 r�rA �/ cn Q T" 3: Jrr co co Qi O U Q Cn a 0 0- z �U) = W D 0 w Oa ( cr0 z2� -J Q ��0 -iz Q z CE r� w O j�j 1 ; V cn `W O > N 11 IN W Q > L11 N CW J O 2 J 0 (1) 0) 0 -i 0 It Z �U)Qr S O = � a w U Z O 1= o- ER u V) LL, 0 H 0 1�F� 1L1 —TI—Tt Oz 1_- m = z x Z Q - cn cn cn v) CE vvi z Q w 0 0 0 O z 0 u u uu a- O r �: r F- U H z z z z LO M =) Z) :D Z m U U 0 U g L N 0 0 0 0 0 .-1 O O o a�i 1 N-1 1:D a-1 Z r-i INM ct• Ln I 1.0\ DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT e?"�"�'��,-""" OF C�;- 1�,�, U L l._. / U WII f a .Jimmy L. Taggart Lic. No. 22841 N �0 AliII, 01 /07/2021 S�� �SSIONAI, -�_ z cr W J z`�ocr < 0, Q W Q0 m � 0' Q w W ') _ = U z J d. rr Q z � �- W 0- � 1� D� �° E- w �� IL() � M Q W �L) PrIl > o 0 r QC- C/D w F, CO t- a 2 LE DATE: 10-22-2019 SCALE: 1 "=30' JOB: 8438 SUB: 1 2019-00170 SHEET: OF 24 465 460 455 450 445 440 435 430 425 420 415 410 94 We I 460 455 450 445 440 435 430 425 420 415 94 STORM 12 -> 3 PROFILE HORIZ. SCALE: 1"=30' VERTICAL SCALE: 1 "=I 0, 11 102 460 460 0- -0 IF (D F_ -GRADE L ---- — ----- >< Lt' N 7 rn r, 0 V C'I IN < > F7 _'I w —Z z [2 _c/) ff 75 10+00 11+00 rN O Q 455 455 450 450 445 445 - 12" HDPE @ 4.78% 440 440 435 435 430 430 425 425 420 420 415 415 410 91 STORM 13 -> 6 PROFILE HORIZ. SCALE: 1"=30' VERTICAL SCALE: I "=10' Q) 103 a- FS =---EXIS-Tl G-6RADE- -/--7PR0P-C SED-GRADE- rfi, 7- - _X_ 00 -L�- LO 00 00 -T Acx- F-_ 75 10+00 460 465 �::7, C, ,d rJJ 460 450 455 445 450 PROPO' 440 445 2" HDPE 9.05% 435 440 430 435 425 430 420 425 415 420 410 415 94 STORM SEWER I -> 10 PROFILE HORIZ. SCALE: I "=30' VERTICAL SCALE: 1"=10' O STORM SEWER 14 -> 5 PROFILE HORIZ. SCALE: 1"=30' VERTICAL SCALE.- I "=1 0, (D Q c-,I F6- -tr—Pri- LI CD ED-GRAD _� 7 - 7--' iq: � 7� _X_ 0 Ln _,_L0_L0_ n rq t,,i -F 7­�F_ (+ > Z 175 10+00 465 460 455 455 450 450 445 EXISTIN 445 440 44,0 435 12 HDPE @ 7.27% 435 430 430 425 425 420 420 415 94 415 STROM SEWER 15 -> 4 PROFILE HORIZ. SCALE: 1"=30' VERTICAL SCALE- "=10' C4) 15 455 450 )ROPOSED 3 3RADE 445 4 11OHDPE @ 10.67% 435 430 425 41-20 415 n GRADE _(_ U) __E[G 00--Ld (0 CO.- o 175 10+00 C7 C8) 30 0 30 60 90 SCALE: 1"=30' NOTES: 1. MAINTAIN A MINIMUM OF 350F COVER OVER WATERLINE. 2. ALL FILL AREAS ARE TO BE PLACED AT 95% COMPACTION. 3. MAINTAIN VMINIMUM VERTICAL SEPARATION BETWEEN STORM AND WATERLINE. 4. MAINTAIN 1.6 MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE. 5. MAINTAIN VMINIMUM VERTICAL SEPARATION BETWEEN STORM AND SANITARY SEWER. 6. VDOT STANDARD IS-1, INLET SHAPING, IS REQUIRED IN ALL STRUCTURES HAVING A * OR GREATER DROP. 7. INLET SHAPING IS REQUIRED AT ALL INTERSECTING MANHOLES: STRUCTURES 3,4,5,6, 13,14,15. S. VDOT STANDARD STA, SAFETY STEPS, ARE REQUIRED IN ALL STRUCTURES HAVING A DEPTH GREATER THAN 4'. 9. VDOT STANDARD SLA, SAFETY SLABS, ARE REQUIRED IN ALL STRUCTURES HAVING A DEPTH OF 12' OR GREATER. 09 (1-0 � < cr) CD 6 _nt r) ­t_ D- --- (D — IF -0 L1_ (E) Lij I C)- 6D_ EXIS-TING-GRADE-= CD- '(,'ff F)E_ A F XE-TIRG GR ADE- DRE30 -PRRAA_ w-Top-TO-BE-HIGHER -AN-A[4-FtWSHED-G-R-AD7 4 77=- FOR -EASIER -- MAIN-TEN-ANCE-ACCM Fri-- 'HDID017 8%— --HDPE- ---------- ------- ------ -- ------- :7- ---------------- _i 92-06 -------------- ----------- - ---- ----- --------------------------------------------- 39 91 15" HDRE (a 0 qoz_� P, ----------- --- -------- ------- ==� - — F_ T__ ------------ --- � - : = - X '1___ZT24 2_4­HDPE-94.50% LLJ --QL- L1j_ Ln _00 0 —(D— CD 0 0 __0 CO Ee) ff� N —N --ED,-e 0 Lr-- E­ < Lr- K) PRO-TECTION­ Uj + Q V-4 L(7) W) Lr) 0 00-- + + oo + :—z -TL In I Z Z Z IF -- I v CO3 -DO-Z-Z Z__ Z-2—:— I —ft_ — V� za_ 0 f =' z I F Z—ZU) cf) V-) —1 I 75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 1 VDOT 2-YR LD-204 STORMWATER INLET COMPUTATION One NQ­ Anlei- 10 STR # Oung -Area, 61o) Inlet Time 1.(M n I. Rwio'ff Inlet OQ0 00/hr), �(d) inc.f Q (cflO Q �Carry ('fs)' Q'�, Capt 0-5) Byp ulet I�ff' Nq Cwri� Len junct typo, utter- Owl) utter. Width (ft) Cross -5 Sw (fvh) Oross '�Sil,-SX Gibit Obit qr ; I er. Depth -Spread (ft I 0.00 0.00 2 2 '0A 6, 5.0 4,'00 0.74 04? bldo -3* '03' `0 A'4 7b 250 �Curb% 0" 16, '0 21-00 0.,080 '61-b 0 '!0,16: '1,94 3 k00 bt� 01Z 0 '0"Zo 1 74 25 Curb, 4 62Q -t 14 ),a�- 4 0,14 50 4.0 3,5 Q Q'b 0- �0* 4� .0-03 94 4,OQ ­q0rb" Q .016 0, 0 0,00 0 5, 6' "010 0 4.00 9,� 4 �f �0,. i. �,o l 1. Qor '00 0,0 ,�20, 9 Q,�4 6 2 oA �. .9,Q , , O' OS 4 c, -02 2�0 1 ,.020 2 286 -7 .7 o..1 Q Q AQ 0,77 0-31 0;,00" 0�04 87 2.5Q cijrb o,04 200 0.08 0 0 020: QA4 1 �8Q 8 0.06: 0. -0, 1,00 0100 .0_00,� —1. ... MH 9 0.2.1 50, 4-00 0,79 Q. 66. 0 1 0 0- "1 06 6' 00 f'v• u 6,00, Cur S aq Z' 0 0 01�00 02Q 0,22- 4A3 1.0 0148� -ad 4,W 0,6f 1'l29 0.0,01 1.29 ..q,pp 1,0.0 PX CLjrib -o��ag, Z% "o,00 .27 75 0' 11 �1 4 0,15, 4,00 0:7-1 0�Aa� QIQ,Q.: OiO8 80 Z-5a 0,010,� 2-'00,; 9 Q20, '0, -Oi,16' �.15 112 12 0 ,39 50 4.00 0.78 122- 0700, QZ5 01W, '54 '2,W Curl),` Z'QQ_ 0 Q�Q O,Q20 0,2�: 13 0.35 5,0 4,00 0i,74 1-04 0--00, 0�96 0_08 93 Cvr4 0.02-1 2,QO 0080 :0-020 0-20 3.7& 14 14, '6-,24 '510 4.00 0181 6,7,5�- 0.82, too :6.;00 Otjrb ,,8qg 2-.00: 0.080 b`kOl 15 ., I QJ7 I 15,�Q, 4,99 0,79 I 0-54, QJA 6'8: 1 "0, Q0 I � 1 'Ob '61 1 : 1 -.00 Car� Q� 2;8Q' VDOT 1 0-YR LD-229. STORM DRAIN DESIGN COMPUTATIONS 'Line N6_ ln!�qt ID STR # 0.4,stefi Ln'Nc� 0 njq Ara: ad), 1,61, i Tirr�,o� (Mln)� 16� (rrllo�, I S 0 (10r) IF Rate (cifs) :I Inv t 9, r Pin ift In , verf (ft) UhIb 41 '.Ld iq,; (fty, Lffile" lo i 6 Pq ic; Vol "Pe, TO 01 (on 1 1 066,11 .;01_.G0 G"01 8 �,l 5,81 v3 4t 7,90' 426.59 9 �5.07'90 97.97 0,24 2 2 G.- -1,6 5,0�: T7 5 .91 •0,61 9, 4'?, -29 43.0. Q .3" .3 .2 5�O 7'6 5�94� '43�4�1,11 '434,,Z5 '27 2_4G 0.50. 2-4 17 -, 57' -'% 12 0�,:l 1 4 4, 3 0:14 5,0, 7 "1 0,00 1 Q,.20 4.34-35, 434'-81 9 2.',0 �,.3 -�0,5Q 24 -17�3Z �5-:24 o�47 5 4 0"50 5,0 6�9 6.12 498 434,971 435,32 631a74 6,65: 1.8 9.15, 5.90 0121 6, 6 5 0 26 5� , 0 6 0,24 _4'��"5 42,, 4 . 35.74 64,125, O�5 1 0 1 1 a �8,0 4 1 '1 1 5 1 3• 0 :3 , 0 -7 7 ;,6 5_61 5,7 `4, aI !l �6 453 13,5, 15 ;3Z- 2-97 Q .8 .6 7 .0,-,,00 6.0- 55,5 '5 2 �"1 8 430,�� 4a9l'oi -32,�13: %9",W 1 _5 4.74 0,21 9 �9 8 Q 21 5,0 512: '6� 62 123 439. 111' 44116 48'SZO 4.2-3-- 15 44.�?" 51-34 0.31 10 10 9 GA8 5�0 5;Q 5,70 R.1 5 441-2131t 441`162 -36200 1.00 12 %M& AA 8 0.22, 1.1 3 015 5;�O 52 &i62r Z72 •<K�5 ►43T. 14 72-_-� 16R, 43 2,25 0.541 12 12 11 9 5. 0' 50, 6170. 21,64 437,�� 430,00 38.7,40. 4.78 . 1 2 , 8.44, 4.49 0.24 13 -13, -6 j:0 35 .5,0- 5-0, 6,7U: 'I 7� -4�' 84 �3ja,-�b ��7,!h .1,14 :14 .5 _60 �'j i 6 , 6.44 411,14.0 7. 2T ­2 i 0. 40 - i,bb 6 15 4 . P-17 5�O 5,P 6,70,, 0,,$_0 A �34_pj , 43�'..104 1 29.'3-17 10tQ7 1 -1 1,51,27, 1 t;1,5 465 460 455 00% 450 445 440 435 430 425 420 415 410 w 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 = 6.0 FEET - INLETS ALONG FOLWER STREET GUTTER SPREAD < 6.0 FEET STRUCTURES: 9,11 ff an .00 43 .4 435, .Z4.10 :0 .3 3 12- Q Q2: Q.0& 2,10- .10 7,6 5 9` 12,97, ]IT-57 :6'07 '24, 0.50 '43411 434-26 436:39 435.5A 444:,P7 444:64 :�- 0' 14 2 415 0,65 0,09 109 5.10 7, 1 6,1 IQ26 4 7 32 5,38 0-50 430 434-81 435«54 435:96 444.64 40, 34 91 435.32 4361 i 436 2 ryiy :3t5a-b35, 447.61 , . 0.49 5�0 `5,2 6..6' 123 K.37 xlil80 j5' 4.23 4Z Al 441,36 439 0.32. " Z;b 61 2,15 4.1.7 1 S. 41,26. 44-1162 441Ab44i, 16.- 448 814 .0'15 0,54 b.71 0_11 bAl 10 5.2' 6;6; 2.72 13,69. 319 15. 3.83 434,3 5, 437.14 43a 4k0 417«8043 .7 4 d5 IJ . ;d 1: r U (D co U) CD - M U 0 C) z U) LD (D _j 0 LO 0) < Ld .- ?: -j cn Cc 0 W <5; _j UD < z _r W 0 — r D 0 U) C9 Cc(_5 (D cOr z LJ _j 0 :-j Z 2 4 Z U) w CIO) LL Z 0-, w LLI Lq N C? U) ��; I,-- C) U) a) Ljj , j O 0 -jC/) Ir Z 0) < 0 0-) = a- 0) U a- z 0 U LIJ Z C5 0-04 z z 0 112 Z,j z z z Ui 0 0 0 0 U U U u 0 z z z z :D :D ' 00 00 U Ulu U. a CD CD CD .-q Ir, N 9 q n a I.D M A A A 0 CD C) �q -i a z r_1 N M d' Ln k.0 DESIGN:-:D BY: UVN DRAWN BY: ARC �111 op Jimmy L. Taggart Lic. No. 4� 2�2841 0,,�01 /07/2021 P 44 z > w c) < I LO Cc E­ z < 1 5 W Qc) .w Uj n U) I— _j < < _j L.L W 0 0— cc <� z CL -) N Fri U Pr, D c\1 C) ma�c) 06 W (0 1.Fii - Lj < W 75; U) 0 > 0 I �� _j ICE < W cr :V1 W F_ c:) CQ E­ cl) CQ DATE: 10-22-2019 SCALE: AS SHOWN JOB: 8438 SUB: 2019-00170 SHEET: 6 OF 24 VDOT 1 0-YR LD-347 HYDRAULIC GRADE LINE COMPUTATIONS r U (D co U) CD - M U 0 C) z U) LD (D _j 0 LO 0) < Ld .- ?: -j cn Cc 0 W <5; _j UD < z _r W 0 — r D 0 U) C9 Cc(_5 (D cOr z LJ _j 0 :-j Z 2 4 Z U) w CIO) LL Z 0-, w LLI Lq N C? U) ��; I,-- C) U) a) Ljj , j O 0 -jC/) Ir Z 0) < 0 0-) = a- 0) U a- z 0 U LIJ Z C5 0-04 z z 0 112 Z,j z z z Ui 0 0 0 0 U U U u 0 z z z z :D :D ' 00 00 U Ulu U. a CD CD CD .-q Ir, N 9 q n a I.D M A A A 0 CD C) �q -i a z r_1 N M d' Ln k.0 DESIGN:-:D BY: UVN DRAWN BY: ARC �111 op Jimmy L. Taggart Lic. No. 4� 2�2841 0,,�01 /07/2021 P 44 z > w c) < I LO Cc E­ z < 1 5 W Qc) .w Uj n U) I— _j < < _j L.L W 0 0— cc <� z CL -) N Fri U Pr, D c\1 C) ma�c) 06 W (0 1.Fii - Lj < W 75; U) 0 > 0 I �� _j ICE < W cr :V1 W F_ c:) CQ E­ cl) CQ DATE: 10-22-2019 SCALE: AS SHOWN JOB: 8438 SUB: 2019-00170 SHEET: 6 OF 24 VDOT 1 0-YR LD-347 HYDRAULIC GRADE LINE COMPUTATIONS CHECKED BY: JLT ., Station Lon DrnArea Rfioff Area x t ta Rafn vel Pipe, Invert ev, 'HGL,El otal ev M41 Ri q Qn�'Elev L1I pW D coe" (I) flow fult Line To In'cr Total, Incr Total, Inlet, Syst Siz 0 P 9 Dn Op Up Dn , Up 10 Line PIPE 00 04') 6cj'(c) (inin) rni.n) (in1hr) (cfs� 1(cfs) fk (ft) (4) NAME 4 15.99 41,00 426.59 418AO 427.91 4,19,76, 3U, A-0,' 1 .Erxl, 61�P,0 O, 00. 3`28 6�'qq,� 0,0 1;�V 97.97 ut 4_ I G 1 6,74 �A'2 2.30.' 5,0 7,7' �'O 13;8-1 80,t7 0,,!43 429,29' 04:01 00 90 4.44 67 2, fo 3:28 _�,A .. 1. 1, ­ ­ . 1 5,3 24 &31 3 .2, 27 2 4 392,063 : 57 4-3 5 4: '3 374 50 2.14 b 55 0.28 I -A! -500 619 6", 1 8,98 9.15 5.90 18 .0�,65 4 152. 443Z7 443,32 54 i 44, ''�5 1.0 0d6&156 �3lA �344`.706,46 ,-?4B04 z4337.3-43iO 44.' 443,95 65 0,5 1� 40,,�iO4, 41'662 4.r 439 16 PAQ Aqq q4r6.�04 .50 "$t'? 6,51 4� 44 �5 5�5 6.5: 8 664 4,65 15. OSQ 438.712 43 4393, 447 �85 8 7' 3?Iz130..0Q 0,,6_9 G=' Q Qql 0119 01.0 7 9.,Q1 9 0,93,a 447 51 87 9 48.570 Q_21 0,69 079' GA 7 173441 88, 44785 448,49. !9-8 2,- 1-0-0- 4 bG7 O'.�� A9448-31 1M 10 366 " 2 06 0' "O"A -8 O�I 11 '.3, _12., .54 43780. 444.,64 44681 1 12 11 36,I740,0�30( 0 39 0,7& 0`30 0,30 5-, , 0 5-.0 6.7 2.04 '6,44 .4,28 12 4.78 47,2.4 439 .9161 44a,81 44.0,-,48 12-11 'd 06,3b 43?-,M_ 44' .6, 27.171 b V35 T, 12,6 0� 13 :`­ 5 Q 6 e.7 1, 3,95 09.6 6 7, 14 '6* 27 80 9,;�4 914 618 019, :5 6 6;7 1.2$ 1 0,-, Z6� '0 4a7,-3., 9787 4433 %414�,, �2 -5! 15 �"l 7 017 O� 17 .0,79 0,13: .0, V3:. 51) `5'�O590 1Z 10.67 4 29.;,, 6.7 '0 15,1,3 .2-� 12 43.8,04 435-96 43%44 443,15.7 '443','47 154 SANITARY SEWER LATERAL SCHEDULE om m ®R BELEVEDERE SANITARY LATERAL SCHEDULE 02/19/2020 MINIMUM MAXIMUM A to B Invert In Percent of Pie Length From Str Lateral Length 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 1 51 1 10 1 434.53 437.00 1 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 1 440.21 446.00 4.79 29 145 10 439.64 436.00 -3.54 I I i I I I 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 10 438.30 445.00 6.70 C to D Invert In Percent of Pie Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 437.76 0.51% 27 32 10 438,30 445.00 6.70 26 53 10 439.82 445.00 5.18 39 58 49 446.50 4.85 25 76 10 439.94 445.00 5.06 40 91 53 1 445.50 4.59 24 105 10 440.08 1 446.00 4.92 D Invert In Percent of Pie Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 438.52 23 10 439.06 445.00 5.94 i i i I i i D to E Invert In Percent of Pie Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 438.52 1.93% 22 27 10 440.83 445.00 4.17 41 33 49 445.50 3.74 21 51 10 441.29 445.00 3.71 42 60 49 446.50 4.22 20 74 10 441.74 446.00 4.26 43 84 51 446.60 3.72 E Invert In Percent of Pie Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot# 440.70 19 10 441.24 446.00 4.76 E to F Invert In Percent of Pie Length From Str Lateral Length Lateral Invert 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 � I 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 47 56 440.02 448.00 7.98 33 63 10 439.16 439.00 -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 10 441.18 451.00 9.82 3 186 1 10 1 441.30 451.00 9.70 4 209 10 441.41 450.00 8.59 5 251 10 441.63 450.00 8.37 J Invert In Percent of Pie Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot# 440.05 6 10 440.59 449.00 8.41 I ! I 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 1 10 1442.28 449.00 6.72 10 130 10 442.50 448.00 5.50 11 153 10 442.62 448.00 5.38 12 176 10 442.74 447.00 4,26 K Invert In Percent of Pie Length From Str. Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot# 441.25 13 10 441.79 447.00 5.21 14 10 441.79 447.00 5.21 M 470 BLVD PH2 7-3 A 465 460 455 450 445 60-INCH MANHOLE WITH INTERNAL DROP 440 EXISTING GRADE TO BE RESTORED 435 430 NEW PIPE TO ENTER INTO EXISTING MANHOLE ABOVE BENCH WITH IS-1 INLET SHAPING 425 420 415 410 405 400 9+ SANITARY SEWER A-G OB n MDn OF 470 - -coQ, _,- -� -- - o Ln - - I _- CDG? - - o u>-- - � _CD �o IL - cn - --- - RADE- - - -EXISTIN --i- - --� - - - _.-..---- - - - ------ - _ �- r - �_ -- - - - - - -_ -- - - - - � - - � „ ---- � 10���8,•-SDR�6-C� 1-93%- _ --- -- -,'- - r- 1 6-.Z: -8'-DI -- DF _ oT2/ -p-p - -- - -- -- m p--- - --- LI) e aO LO Q o - W c � r- COn to N o-O� - o -o _ d cn .N. _o z Q II ¢ -- �. II I o z z -ff)- --- F-If-- - - - - k- - - - -- - -V) - _ -- -- --- - II v Xz--- I 75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SANITARY SEWER B-L B G H J 475 470 465 460 455 450 445 440 435 430 425 420 415 410 9 465 460 455 450 445 440 26 ® 0.53% 435 430 425 420 415 410 405 400 HORZ SCALE 1:50 VERT SCALE 1:10 n +75 _- �--- C� �+ -- -- -- - od---- -- - CD o -t - V) __.-� t2 uz cl- cn o -- €XISTING-GRAD€ - -- - PROP OSED-CR-ADE- - - -- - - ------------- - _ - 1 �-� - - r- - - - 0 -- --- - _- 6 -- SDR-26 fY51 , -- - -- 172.49 = 8' DIP- - - ---- �-- Z - o X- -- - - ----- - -- ---- - 0 -- - - - 0 0- -- '- -a- o - - - -LC - ce-•-�'- co rn - ICO rL .��i I ...._- --- --- Il- +If - to > >. - - -- - ` ----- --- - -- F - - O > _ z- 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 �k 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. * �k 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. NOTES: 1. MAINTAIN A MINIMUM OF V 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 ED r o o co w f- cn 0 U z dN C) Q LQ J j U F- 0) Q Q,- �U) Q; OU Q tl z = w o Oldpug (DM0 MO w OQ J�Q . QZ �(y)U z� _O > LLO O> CD N (1- N N Q QCf) LLJ o f -1 cn > W W O CE Z w= a- rn U a- Z 0 F- a cr- Ln W a W a 0 Oz W�W �G ~ m Z w �= z z z Z g o 0- W W W LU � o- W O O O O z" }U. U U U a- 0 Z Z Z Z N Z m 0Ulu U 0 0 0 g N 0 0 0 0 0 .-+ LLJ ON N O ON C:, O e^-1 O S� 0 o o-i rH o z �-+ N m -t Ln kD �ALTH Op Jimmy L. Taggart Lic. No. 22841 sv� 01 /07/2021 '*'31ONAL Vl�G z � w Q LO Cc W ® W W r / m E-i V,QJ T Q = v o -1Q' Qz W FW °-� w DI- �° o 06 W U as a ®® < W Q W J Q > W W I-- �; O 17 DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 10-22-2019 SCALE: AS SHOWN JOB: 8438 SUB: 2019-00170 SHEET: OF 24 FUBL C,DRAINRGE♦� \ \ \ \ \ \ t li \ \I \ � ` \♦ ♦ \l: � \ \`\ �,`� ��� \,\�� `•\ a`� Jy1AIN1EN NICE EASEMENT-,\\ I� \ \ I \ \ \ \ \ \ \I \ \ \ \ \ \ GR , \ \ \2' . I I \ \\ \ I � \ \ \\ \ \ \ \ \ \\ �\ � \\ \� �\ tea•. \ QRpP_�:' \ \ \ \ 1 1 I I i r ALBEMARLE COUNTY \ � - -- •-=--T- �- • ' GIS MANAGED SLOPES \\ \ PRE -DRAINAGE AREA TO POA#2' 2,68 a I \ ♦ I , .•: ;:::: A CN=65 Tc: 100' sheet flow w/ A El EV = 6' & 451Y OF CONIC. FLOW W/ A ELEV. = 60� I \ (I \\ ; \� `;.' ` r\ �•.: , To: 9.9 min ' 1,�! \\ ` PRE - Q 1year = 1.60 cfs j I \ I I ' _'••' I ; ;. P �` PRE - Q 10 year = 7.63 cfis J �y � \� I T:':•'' l i b I \ I I _ 7 - E, I \ I Q �' `\ � � III :� 1 L�.ai'•? ' , I' .' \ 1 0 --------- \j �( \ I- _ LEGEND STEEP SLOPES (MANAGED) STEEP SLOPES (PRESERVED) HP STORM'TRENCH INSTALLATION DETAI ' MIN, i':QVEA rG ♦ ♦ . ti tot Im. Covo 2 TO RIG O PAVEMENT, H ' ` ¢ FLEXIBLE Pt1VEM!Uf \✓� G `-� FINAL". BalCl<FJ! 1- HAlJNCH 4" FOR 30'-0' PIPE P0114 TRENCH WIDTH • 4Ul1'ABLE F'O NOAT16N NOTES: 2. MEASUftES;SHGULD BE YAItEN Tf}'PREVENT 1vtIGRATIf?N OF NATIVE FINBS`INTq 13ACKFILL Pr1ATERIAL; VyHEN RECtUIREID. 3. FOUNDATION: WHERE THE JRENCH BOTTOM 15 UNSTABLE. THE,coNiRAUrOR SHALL EXCAVATE rQA oEPrFt,REQynEp B'f ThIE ENCICIEER ANQ REPLA> E WITH SUITABL>m MiAT�RIAL As BPECIFIi6 BY THE ENGINEER: qS AN Ar.TERNATIVE AND fir THE DISCRETION OF -THE DESIGN ENGINEER, THE TRENCH BOTTOM hfAY 6E 4T46(uzEO USING A apurE;KTILE MATERb 4. G., 7. FO9`ADQITI(ONQL INFORhl� .NT101\1 SEE TEC,Hi ICAL NpTE ZO?I. L lI; I b I tit U WA NY rNIANtUlV t<t'gr.VNiAWILl1 T. IV trY. uK= I M Ut rwL'i rIWWIUM V rIgAtIN NI=C 13 UM C,W=GUI] a nt- 110HN . STATE,QR. LQC/\L REQ!JlR :MF4T$:AI110 TQ =NB4.RE THAT T11E DETAILS PROVIDED HEREIN ARE ACCEFTABLE FQRT11 a L F PLAN VIEW TABLE 1 RE PIPE D1Ahl. MIN. TRENCH WIDTH (300i,11-W (762.1) 15 34' f3t5ni1nf t864nun) Ell, 39' . (450trunl 1991mm)' 660mm) (1210nur1 75 mm 142 mm 90gtn n (1626mm (1ti5pnur)(1829nim) 120QriRn 2U32mni) 60" OW 0600ni1rt) (2438nun) TABLE 2, PAWIMUPrI RECOl41h1Ef IPED COVET; BASED ON VEHICLE LOADING COPIDirlONS SURFACE LIVE LOADING CONDITION I'li'E:Dlr fqf {.�5 HEAilY CONSTRUCTION' (75TAXLE LOAD) (304rtutt� t200rrini), f305rnnt (121-OnuTt) 60" (t6.04ci1m) 24" (610mm) 6(r (1524mm) 'VEHICLES IN EXCESS OF 75r MAY REUUIHEAUDITIONAL COVER TABLE ,1: MAXIMUM LOVER FOR ADS HP STORM PIPE. f1 cvAss I CLAS,s.11,, CLASS III CLASS Iv PIPE DIA COMPACTED 95%- 90% 8545 95-1. 90X 95% 12" 41 28 21 16 20 16 16' 300mm t2.5,ti Mro ' 6:4r 4.9m Alto) 4An 4.9m 16t' 42; 29 21 10 21 16 10" ,(375rnm) (12.8m) (8.8m) (6.4 1) (4.8m) (6,4rn) (4.9m) (4.9m) 1a' 44 30 21 6 22 . 17 16 '(460rnin) (13.4imy (gam) (6 4m) (4i.8nt) {¢ 7rii1 {5.2rtt) ' (+Lfhitl 24 37 '20 18 14 19 ' 14 111 (SOOnt1n) (ti,'.irn) (7,9m) (6.66) (4.3m) (18m) (4.3m) '(4.3m) 30' 39 27 10 i4 19 15 V59mrn) (IL%a) (82ni): (5.86) (41'3m) (5.8m) (4.6m) '(4.30 36' 28 20 14 '10 14 11 10 (9601i11i1) (8,5an) (0.1011) (4.36) (3.Oni) (4.3m) (34m) ;(3.0m). 42" 301 21 14 10 115.. 11 10. (1060ptm) (9,10 (0.4m) 0.3m) (3.0m) (4.6m) 0.4m) 0.0m) 49" 29. 20 14 9 14 10 10. 0i 0n11111 (S.Sgl) (6,160 (4.3m) (tam) (4.3cii) (3.0m) (3.01n) 69- 29 2() 14 9 W I0 : 9 - 0§09in)i1) (Q.Bm) I (6.In1) (4.3411) 1 (23m) (4.3nt) 0.01") (24m) NQ HYOROSTA'I UNIT WEIGHT 0 h4+:%1M.UhtG REV Desl.PRI T13ENc)i 1Ns7'ALLATWN DEfAt[, {[IP $TORM) if11S'� nW9' :0,1f11f1'. '� �640 7HUFAW] BILVD'. HILLIAR%01110A3029 e nt�:�nrui+yti,l=r4.' 7>:•APW?.In�. 455 450 445 440 435 430 425 420 415 410 405 400 395 94 /1 -- VDOT EW-1 END SECTION & OUTLET PROTECTION -- "-- INV OUT: 404.00 / ALBEMARLE COUNTY GIS CRITICAL SLOPES/ y, TREE PROTECTION 'REVERSE'SLOPE,BENCH H FIRE ROAD GRADING TO REDUCE THE SIZE / OF THE EXISTING SEDIMENT TRAP -�-40' ACCESS E SEMENT POST DEVELOPMENT I I 1 ! C 1 DRAINAGE AREA TO 131� / ROUTED VIA CULVERT:I Tic = 9.9 min, CN 69 \ \\ Nam'.'...:••:'�;•'':' �Y`'�� � _ _'- PR `\ \ \ \ \\ \ \� u� \ \ \' • :�,'` t,... � / `� OP' TEMP. "� \ \ , ;•t�.'•:i�!'.;•:•':.1:;:?. -__ URAOIN(; ANC \ \ `��e•''':�'�.-.:;�."":as::'' •:'.:;:;.'?:•:'`'•� �4fi"'--- -__ - - _ '^ ` `•--- �'- _BASEMENT \\ \;r \ \ ' Q fA \ _ A~„T Mpp 50 0 50 100 150 SCALE: 1 "=50' A 455 X -- `CD --PROPOSED-FIRE- -AGC�Ss-ROAD ----- -- - WITH -RE -VERSE - - --- �- ---�1--- LOPE -BENCH - - - --( _ �1• 7 -2 I_XIS-TINE-GRADE - --- - -HORIZON L C_ALE-1"=30"- - )- -- --VERTICAL-SC LlE l "=10' 75 10+00 11 +00 �� • OUTLET • ROTECTIO 15 Ql = 0.772 cfs Q2 = 1.708 cfs Q10 = 5.308 cfs STANDARI REQUIRED TYPE A INSTALLATION OUTLET PROTECTION 450 445 440 435 -- 48" RISER CREST ELEVATION AT 432.00 430 425 420 BASIN BOTTOM & STABILIZED FINISHED GRADE = 426.00. 415 RISER TO HAVE 12" LOW FLOW ORIFICE AT ELEVATION 426.1 WHICH SATISFIES THE ENERGY 410 BALANCE REQUIREMENTS. TRASH RACK TO BE INSTALLED OVER ORIFICE 405 �i• 395 12 00 OUTLET PROTECTION IS SIZE IN ACCORDANCE WITH PLATE 3.18-3 OF THE VIRGINIA EROSION CONTROL MANUAL, 3Do=15"*3=3.75' La = 8.5' MIN W = Do + La = 1.25 + 8.5 = 9.75' *DESIGN ENGINEER RECOMMENDS FULL CHANNEL WIDTH MIN 8.5' CL I RIPRAP MIN DEPTH OF RIPRAP = 24" 09 r r o co W W cn o U Z �N > 2 Q r^ _O L h Q 0 = vl - Q T J � _j J Cn � OU QU) CO Q a 0U) = W 0 O 0-0 0 �1 Q J � ��c5 Qz Z y O LLZ O > N cr- cc CD 0 (c\I N c') J C/) i O � Q w °~' U 0 0 W cir) Cl) W _cy)= Z O a rn U a Z 0 o_ U w 0 w rA 004 Z _m z z w J o z z z z > M w w w w 0 w 2 2 2 2 ozz a o y O. O O O o LL F- U F- Z Z Z Z c Z w O 00 oid u u id g N a O O O O N w 4 O O N N O Q .^-� N 4 a^-4i O O d• lD cn r1 N ri 0 0 0 -I .-i o z.-i IN "It Ln t0 DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT �,0ALTH OF Dr�� Jimmy L. Taggart Lic. No. 22841 w. I �`'0 ,�01 /07/2021 �ti49 SSIONAL ��_ Q z 0 w J z L JW 0 W m cor) IL < T J Q w = C.) LLQ O z F LLJ C 0 06 W ® < 75; o W Q 0- 0 w IIr _j> Q w W of U) Q O Ir DATE: 10-22-2019 SCALE: AS SHOWN JOB: 8438 SUB: 2019-00170 SHEET: OF 24 ul PRIMITIVE TRAILS STANDARDS PRIMITIVE TRAILS ARE TO BE CONSTRUCTED TO THE ALBEMARLE COUNTY DESIGN STANDARDS MANUAL CLASS B-TYPE 1, PRIMITIVE NATURE TRAILS STANDARDS. PRIMITIVE TRAIL SHOULD CONNECT INTO THE SURFACE: EARTH EXISTING NATURAL TRAIL ( i FROM BELVDERE BLOCK 10. MIN. WIDTH: ENOUGH TO MARK LOCATION ' �" 1 � \ �U DESIGN ALIGNMENT: 20� MAXIMUM GRADE (THIS IS A MINIMUM \\ \ , I IMPACT NATURE TRAIL) _��\\\ \\ \ \ \ \ t "',� \\ \ \\ \ I 1. OTHER DESIGN CONSIDERATIONS: TRAIL BREAKS TO PREVENT � \ \` \ \ ( I EROSION, WITH FOOT BRIDGES OVER MAJOR OBSTACLES.. \ `. 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 \ Q )\ \ 1 t t ,I� _. ., �. . �. zI. / .;../ /.- . - /.7. - /. - -/. .- -;7-z .' -Z/�. . . . �. -".. fll *"- . .' ,.'r / / '^ \\\G\ / - .. . ''.;_:_ . -' - ' .- .1.-' - . ,- . �- .- -. _>.-, . ' .--�- �. \ '/�• .i . \\ \ \ 1 \ \ \ . \ ./ // / // / / •,I' / r,, l . r' - . ' ' . /. ;� . ';l '�' . . '_1 .- * �_-­ ' __ - ' __ _,< _�. . ' * -_ ­ V ' \ / i ,' � \\\ \ \ _ \\I �l III /II \\ \ '\ •\ I •I - ,//1. /, .//✓ ' //. i' J i. ii/ice l,i /_ __// I � ,i.' ___ - - z- __' -"/ i"�./,,,� ••� � o � '� . . \ \ 1 I / / V / // 1. , .I I.,/. .1 / /r. f. .,� r. ." ,. �/. _ - "'�'2 - ,.-� Q /. lift \ j I 1 .I I F /. / i ./ -, i , �''�. _ ' \\ \ \\ \ II t I / / / / \ 1. •I / 1. 7 / / y r . ,! j , , '. i - _ --- -- \ \ \\ t 11 11 / I I . I • !l 1, ./ /' // ./ '// ,/. 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I. /. �- \\ `\ \ // r /. 7__ \ \ \ \\ \ \ t' ti / ! i '1 +! 1• I' I 7 `1' 1 + 1 J. 1 .l: 'i . �' /' �' ,' ' / -- \ / ' / \ \ \ \ (\ \ ' } ' I ./ / (\ 1 f ' I t 1 I ..1 I r I . l • f /. 7 ' 1 1 / ' , I / / - ----=_dC-:: __d `n-��� �/ \ \ f r ,/ \ 111*0119M STEEP SLOPES (PRESERVED) SCARLET OAK (3 SHADEMASTER THORNLESS HONEYLOCUST r7") GREENSPIRE LITTLELEAF LINDEN ��D 0 VILLAGE GREEN ZELKOVA SEE SHEET 21 FOR ADDITIONAL \ \ i \ \` , t , 1 7 .I • I • I .I `I I. I I' ( r 1 • l / .1l' 1 /. �• // / /i r, �_- a -- _� _ __ \ \ \\ `♦\ �,/ /`��_1 / L \I \\ \ \ 1 I I 1. 1- , / / -TP- DENOTES TREE PROTECTION -� - �_-, NOTES & DETAILS \\\ \ cV'r- \\ \ \ \ `\ r (I •�' 1 1, }, il. /. ../ I \ i' i . li i' i 1 1. I. i I. I. `i,' ! .,� / FENCING AROUND TREE SAVE /' - \ \ ---- � / / I I"•\ \ \ 0`7 � \\ \ \ I 1 11 \ t I I• I. / , I. I- I :I I• I�l. I. I• l .I •I'1 J /t /I / / / - -- \\ \ \\ /,/ / // I 11 \\ \ \\\ \ \ \ \ \ \ \ i \ i .\a 'I 1 I I I 1.1' r AREA. SEE DETAIL ON SHEET 21. - \\ \ \\ \\ � 1 \ \\ ///! (-\ t t II'\ :( I . 'I I f 1 .1 1 I i' .I 1'.I 1 I' �. • 1 / /' / // /' / /// �/ D'/ - \\ \ '\ U / / /r! \\ �'/ �� \\7� \ \` \ 1 I. I / / --- -- \ 1 / 3� \ 11 1� 1 1: I I 1 I \ _ I. I. I 1 � t I 1 . I I I / / 'r' - 1 , / \ - \ O , \ \ \ \ \ \ \1. / \ / \ \ \ \ \ \ CLl r' \ \T 1 \ \ . \ •1r' I •1 - I I \ \ \\, \ '\ \ 4► .1 • I I 1 ' I ! ' / \ \ \ \ \ "�' 1 , 1 \' \'' .`\ \, .1 •1. , . I I I 't t r 1 / ,>/ // ''' \ \\ 1 \ � / / \\ \ %� \\ \ \ u \ \ \ I' . • \, I. �s -TP- DENOTES TREE PROTECTION \ __ / / \ \ / \ \ \ \ \ \ \ \ � \ \, \ - I l h 1` \ \\ \ 1 \\ \\ \ \ \ t t I 1 C1.1 \ 1 /' / / \ \ \ \ \ \ , \ \ \ � \ \ \ . ' \ . 1 ' r .\ • ` 1 ��+ f .1 FENCING. SERVES TO DELINEATE CRITICAL \ ,' 1 \ r I t \ \ \ \ \ \ \ \ t \ \ \ \ \ t t •\ • '\ 1 . \ '\.\ \ � \, .1 - 1 .1 • \ 1 1 t ` 1 , / \ t It11 SLOPES. AREA TO BE FENCED OFF PRIOR \ ry t \ 1 \ C3,) _ \ o\ \ . \ \ . 8 ` 1 } \ 1 \ 1, , . \ 1 \ \ t I \ \ I / , ♦ , - / ' \ ~\ `\ ( \ \ \ \ \ tQ ; \\ \ I . .\ + is I. ( 1 , t • tt- ; . ` .t ,i 1 . \. . t \ t \ , TO STARTING CONSTRUCTION. SEE DETAIL \ \ ,t 3 \ / \ \ \ 1 \ \ \ =\� I \ \ ( ,. t \ \. 't I'. :I •I' I 1 \ C 1 \ I ' / \ \ \_ , / / \ / \ \*j \\ \ \ \ \ \ \ \ \ \ \ I \ \ ,( \ \ �,.yy\ I. � I 1 1 .1 1 I. I. , . t. 1. \. ' 1 . I • \ •I \ \ �\ \ \ \ \ t I r ON SHEET 21., \ \ \-------- / \ / \ - S` \ `" t t \ \ \ \ ` c 1 ' 1' . 1 • 1' 1 \ \ • r• - �l� \ t - / / \ , / \ _, \ \ \ , \ \ \ \ \ \ 1 . ✓ l . 1' I •I { ' \ .\ >. \ `\t' \ / - \ / r \ \ \ �7 3 q , \ \ 1 1 1 \ \ t \ \ \ .\ / .I •1 - I t I I. \ \. t. , . I. ( \, t \. \ \• \. \ \ \ \\ \ t t I I // / \ \ \ k ,,' \ `\ \ / `��\ \ \ \ \. - 7 1. \ I. 1 1 J •\- t, \ \ \ \ I , \ � , \ \ �J -le/ \ t. 1p- \ \ \ \ 1 1 \ _ , / / \ \, \ i 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ T 1. \ \ \ \: \ \ \ r\ \ \ \ 1 1 1 \ \ \ \ \ \ \ \ \ \ \ \. 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I' 1 , f f I _I - - - 1 / / / , r' , 1 1 1 61 91 ■ ■'■ ■ ■ 3 rl ­11 v 4 o co w F- W o -N Z N � ® ow �> o COD I-0) QLu z Q r• ?: _j cn 0U Qc Q y a. = w o w UQ J�¢ I zZ �d'U L 0 w O 11 w C7 o> N n- 0� N W N LO -i N co jI- (nW T nn W 1r/ J � co 1:4UOZ 1- -i W u, (/)Q Z ::E % (g) r = 0- rn U 0- z 0 a w V w 0 w Q 0 O z co S z 0 FN Fn - n Z'z" J F_Z 0 'Y o a cV) z z 4 W yO. }O.. yO-- �O-•. � o F- h- 1- F- N F_- Z Z Z Z 0 0 Z co0 0 0 O g N 0 0 0 0 0 .-+ N N N N N N JyJ O O O O N O 0 --, N 'e 'lf O 4 � lD Ql el N e--1 0 r , N cn CF Ln ID Z �' I I I I I u DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JILT o�of vr�'� o� I"� U , / r.�' Jimmy L. Taggart Lic. No. 22841 ADO,, 01 07/2021 �ti�'�' sSIONAL 0A z CE > C`, F� z `n Q Q W 0 W Q _jco L_ W = U E- FW 0-::) � � fr � 0 a Q cc Z W � U) Q, o>�ou � W � � co w (5C G 0 Ir 20 . ......... .. DATE: 10-22-2019 SCALE: 1 "=30' JOB: 8438 SUB: 2019-00170 SHEEP: OF 24 DRIP LINE PROTECTIVE DEVICE MAXIMUM LIMITS OF CLEARING AND GRADING PROPOSED GRADING / -'°`II iviiiv. ww�ltt WHERE DRIPLINE IS LESS THAN 5' CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES Source: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976 KTF*� TREE PROTECTION NO SCALE REINFORCED RUBBEF HOSE, ARBOR TAPE, NYLON WEBBING Plate 3.38-1 'RUNE DEAD OR DAMAGED MANCHES. DO NOT PRUNE 'ENTRAL 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 DECIDUOUS TREE PLANTING DETAIL NO SCALE 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) (incl. 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 AREA (SF) TOTAL (SF) Canopy Tree GT 16 Gleditsia triacanthos inermis "Shademaster" SHADEMASTER THORNLESS HONEYLOCUST 1.5" Cal. B&B 424 6784 QC 10 Quercus coccinea 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 1 452 5424 TOTAL 18,896 County of.t+►ll�erttrtrte Gonservaliou Phut Checklist -'I*u W tihteed tint L1ltttls atfe Plans (Handbook, pp 111-2841111-20 for"catitplcte;apecilicatWits) i. the following items shall be shown on the htnt Trees to ias: sa4ed � LtEniis ol'cleariog outside dripiina of trees tsi be saved); C� Locution and type of protes.tive f4ttu118; Ctrade changes requiring tree wells or wallsi Proposed trenching or tiann sling beyond the limlts of uleaiing,_ t�Gl Ali trees to be s:tvcid stall be inarkcd with print or ribbon at a Height clearly YWbIc to e:yi iprnent operators, No &radiitr shall i�cgin.utltll the iree`marklng has beea't inspectt d and approval kiy a C'aurpty lnspeator: 3; Pre-Constrnctioit Ctiuterence: 'rrce preservation. and ptaptt ctio�t uwasures.sliall be reviewed with the contractor on site. . Ct ui latent Operation and Stiira e: (lcavy.ettttlpmexit,;r ehicular tralfic:'atadstorage of catsstructtoa'mate riiils htctudlu soil shall not be permitted within the driplines of trees to be saved. Soit Erosion and Sforiawater Deteutton Devices: UJI Such'vav ces shal l not adversely tiMut trews to be s0ed. fr. tsires: �irasar�nof pGrtnttcu tYitiTin l00'feet'oithedrlpiini`orfreesasr besaved: `7 'Colic I4laferistls Toxic ivatcdais shall, not be stored within 100 feet of (lie driliko ortrees to be saved: 8: proteefiva Fen i : r� to by rcuiined within 40 feet or a proposed buildin& or Wading activity shall be protected by %ncix% Ed Fencing shall, be hi place and shall be inspet:tcd and approved by a Guunly b1spQctor prlor to 80ding or co �strucl an. , ). tree tiYells: When tlie. gruund;dovei mast be rr}isi ti tvitlairt ttte tiritiline of ia:tree. to be;sxtved, a.lreo wait shrill be provided and u eonsV, eiivn dctall submitted for approval. 1U. 'rree W:ill.s: tiuhen thv ground level must be lowered witi in the ddpitae a tree to be saved, a tree wall; shalt 6e'proyi ilv atld tt .unstru+ tiQtt detail; submitted for upprovai; II, 'rreitching and 'I'll nudin: A wilen ticnelling is required within the Ilmits.or cleuring, it sittlil'be, stone as t4r4way 44w. the trunks of ekes aS passible. 'funneling under a ,surge trctrsball be:conslde,rcd as an altcrnative when it is anticipated that «ecessary renching will. destroy r4adcr coals 12. Clcanu �r: t PrateWye fencing shall be the last items removed during (lie foal cleanup, 13. Dama�ed'rre tY1 Dwriaged trees shall be treated inimediatcly by pruning, fertilization or other mutliods recommended by a:tree Spey alist. N,0'rE.rr1STHE D.EV.E.LOFEWSItEWONSIBILUY'VOCONFERW1'111111L, CON rRfkCTORari'rREECONSE,RVArtON itKQUIII tLti1 ATS. - Le, 1LA C- OW[Y€RSIGNA'I'l1f G (DAT,G) CC7N'rlttiGTPU1W1:1A.S1-;1tSIGNXfW 5111d6, Page 14 1, O rn T Ln o co Uj cn o z aN O 0(0 �rn Qw = Qr- - �t Ir U -J D O Q c'n Q rr zw-i w UQ �Lo¢ QZ ��C) z0 0> LLZ 0> CD N Ir N N a � o r; p U rn O, J 0 V �t �� z 0)_ 0-�U a z 0 a U W W a 0 Z - O z m o pn r P w a z z z z g o a W w w W 2 2 2 2 a a vUi 2�E 2 2 2 1 a W 0 0 0 0 z 0 U }U U }}U O zzzzv) :D :D Z) D z m 0 0 0 0,5 N �,yt O O O O O N Qry N O -1 O O o z - �t ul tD DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JLT D Jimm0,,01`9 Q Z_ (D J-j LO a z < E- M Q U O H J � a z o F W EL::) z O Z D T- n1 06 W (0 a U a w W �L a o>°M -J �- Q Q mW W cc) U) 0 O DATE: 10-22-2019 SCALE: NA JOB: 8438 SUB: 2019-00170 SHEET: OF 24 Buffer SPOGO W- 5 ft. Tt rntn, - ft Mlrr.I/ /frePea I .J tt 1i71rj I 7 tr?. nVn, w;0 to roll top rllrO 4 In min. els&llhere ; a + R :� rdTfANJ1 r+, a- O a � � A T 'g t r d rr P .r r `. rV,sk s • ( v tr•• l ) �- df Urt GDrr �cl u`•Tr�+` rtdg rr rJ ads � d td Jd!>k � 5 erd �,�1's (7�cf � � .o dit3 f � l 5)GGIG fir) , ),fX7G � ,stall twt0 Tr.TTt of tfc 41dwalk. kweier. ffe erfw wldf ram,# jbd CcMldfured art If the rrintmrrrre Yriddh twulfcd for al twYolk, , r r r d rr ' fd l 'l if tr�1s are ld1'�rrr,� lrt �reTf �ed�.,�tr117n are�•�Ytl�nn� stx7dt d� �l(t1��d n the � ti�ar � Udl9 tT lilrlrrittr r}Pvt , i Yc sf! try try Gd ttl( .Adr#nl traky'.!� d. -sly )ee" rdiF.v ver.tt vifrlth adewulk pa.551rly tte tree ,veld stall be Irt lw4tF -1 fff:i In vrldth FIGURE 5 d- DETAIL BACK OF CURBS TRENCH SPOILS TO MATERIALS TO BE PLACED ON THE GROUND TO BE GRADED BE PLACED ON THE TO ORIGINAL CONTOURS HIGH SIDE OF TRENCH LOW SIDE OF TRENCH DURING CONSTRUCTION. AFTER BACKFILL DURING CONSTRUCTION. TOP OF GROUND SLE 0 P - - - - - N _- 1 COMPACTIONR COUNTY SPECIFICATION PER (REMAINING BACKFILL SHALL NOT CONTAIN 36" MIN. ROCK, CLOD, OR DEBRIS MATERIAL LARGER THAN 5" IN ANY DIMENSION. 24" MIN. 8 INITIAL BACKFILL* 6 LIFTS MIN. (" .. - ) k T ROUGHLY COMPACTED BY HAND It HO OR APP.ROVED.MECHAN[CAL TAMPER. EMBEDMENT DIAMETER OF PIPE •s-.SPRLN.G LINE. OFAPE HAUNCHING - BEDDING:. 6" .MAX.','.' 4" MIN.. . NO. 68 STONE ;;i 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. R BED EIPNICH SPOIL SEE STANDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. STANDARD MH-1 NOTE THE TOP OF MASONRY IS TO BE LEFT FRAME & COVER SUFFICIENTLY LOW TO PERMIT PROPER ADJUSTMENT OF COVER AND FRAME TO GRADE BY THE USE OF MORTAR OR BRICK AS DIRECTED BY THE ENGINEER. ou FO IQ r> w� - .6 "( FLAT SLAB "TOP AS DETAILE o v¢ iv `,. ON STANDARD T-MH72 MAY SUBSTITUTED FOR TAPERED o \a SEC TION WHEN APPROVED B THE ENGINEER. T-DI-1 TOP STANDARD DI-1 FRAME & GRATE 114 BARS Q 41' C-C I ffll 4,_ „ 10 4 DIAGONAL BAR D�H��n00n�(1��� BALL CORNERS TYPICAL _ U����jjnE 0 r t7' ALTERNATE TOP 4'-10" 41-1011 DIAMETER - DI-1, 1A PC r RECOMMENDED MINIMUM HEIGHT CHART PIPE H DIMENSION SIZE CONCRETE CORR. METAL 12" 2'-6" 2'-5" 15" 2'-9 4" 2' 8" 18" 3'-0 i' 2-11' 21" 3' 3 4" 3 -2" 24" 3'-7" 3 5" D. 8" DOWELS 12 {#5 BARS 1800 LEIS.°I GROUT 12 # 5 (WITHOUT GRATE) (63 LEIS.) NOTES- I ° 1• SEE GENERAL NOTES PRECAST FOR ADDITIONAL DETAILS. 2. NOTES: CONCRETE TO B )AUM. C E 4000 PSIMINI 3• REINFORCING STEEL IN ACCORDANCE WITH ASTM C-478, ASTM A-497 i. TONGUE AND GROOVE JOINT TO BE OF FABRICATOR'S DESIGN MEETING THE (WIRE FABRIC) AND ASTM A-615 (REINFORCING BARS). APPROVAL OF THE ENGINEER. JOINTS ARE TO BE SEALED WITH MORTAR, OR O-RING GASKETS OR BUTYL RUBBER. 4• CONCRETE COVER AND GRATE ARE TO BE FURNISHED AS A SINGLE UNIT. 5• SEE STANDARD DI-i, to FOR DETAILS OF FRAME AND GRATE. 2. ALTERNATE JOINT DETAILS APPLY TO ALL PRECAST UNITS. 6, DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH ALTERNATE JOINT DETAILS MANUFACTURER. SPECIFICATION STANDARD PRECAST TOP UNITS REFERENCE 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 233 103.03 302 HALF PLAN VIEW srD. sr-1 HALF SECTION A -A (WITH FRAME AND COVER REMOVED) A %2' 6 liYA BRICK CONCRETE ' NOTES; w �µ •8)� BEVEL 45° 1. QUANTITIES SHOWN ARE FOR MANHOLE o OJ WITHOUT PIPES. THE AMOUNT DISPLACED a - BY PIPES MUST BE DEDUCTED TO SHEET 1 OF 5 REV.7/01 106.01 TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.785 1.437 5 0.7 0,785 L699 6 0.9 0.785 1.961 7 1.0 0.735 2.223 8 1.2 0.785 2.485 9 1.4 0.785 2.747 10 1.6 1 0.785 3.009 11 1.9 0.970 3.455 12 2.2 0.970 3.81-1 13 2.5 0.970 4,179 14 2.8 0.970 4.541 15 3.1 0.970 4.903 16 3.4 0.970 5.265 17 4.0 1.173 s032 INCREMENT 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 MINIMUM THICKNESS OF SAME 15 TO BE 5". OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6. ALL CONCRETE TO BE CLASS A3. 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1, THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL 'TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. SPECIFICATION MANHOLE FOR 12'' 48'' PIPE CULVERTS REFERENCE VIRGINIA DEPARTMENT OF TRANSPORTATION 302 1 SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. II•warrrr>•�frrra•r�•w�I•1�.frw�fwrrw�frr�•. �•r•rr Yr,Ir YlYrrr r�llrb•tr1xY Y.11rr rr•I,rr•1.1- _- 7 -9 Ili■��r�ra�ur�I■rr�ra!!>r���s�■IIrrr�� �M.00011ice!®101 IY a III e0®�0®-No11 t1=Mww �1 A ®�®®(®iYri®ur•a..ui..aaa,srarars..rs.rr:r.r,s.>wa.r...rar..rr>s.®.�,,. Aso ,r.rrnr.rauwrarr,a,rrel.rrrrra,rrrrrrrrrrrrw,wt M"M/�I.YO�I�I- � ® ®si .. 90 0 11 II 1-BAR F �. BAR A LSrtPS.'sE BAR$ 0 J NOTE 5, ACE,FC B. , N , , C T T R' 8 , 8. E CR K. CONTROLNOWT CRACK:'COr TR L J0 ! 0 1N T , -011 T` l 2,;0„ PLAN S ECTI N A -A W MIN. MN 10' MAT(; �"' A KEYED CONST4 JOINT L-VARIABLE MAX, 2 0 2'-10WARPED 2' 0" $' 2+ 6" '51' 3•-q', 2„ GUTTER L d` 8 A APPROACH _ AR r _ S GUTTER �1 fv�N - t BARS a BARS F E •'.. B 1 1 43" DIAMETER -. • BARS E I WEEP HOLE BAtS.B F T ELEVATION _ FRONT ELEVA ON B f 1} a BARS F (CUTTER REMOVED) - - YOU. 3 D /4 1 5X 4 BErIT'WPLATE,,, SECTION 13 8 zz It ,: 1 .A TYPE E T l BE U WlT G&T J X A NOS 0£ L S ALL SED H G. 3 S Ah R Ds2 2 X H A? L ! /z .zG !f ETYPE'B NOS TAl U D W - G 'S ANVAr z DE DE L �HALL`B SE !TH GG 2& C 6 T DARDS, 1C TYPE ATYPE B V " X 4" STUD SHEAR CONNECTOR WELDED z «.rj. VC-r.. ` ALVAlIZ D P AT FO T' P T NT A! ` o E L E R f E A OBE BE, I QN AN, GLE OF 66 .T0 J4 :AttGl£ IRON AT ., ..,. COhlrlECTORS PAID IS TO BE ANCHORED WITH /Z X 4' STUD] SHEAR r o E T NOSE DETAILS VEL ED TO B N7 PLATE A 2 C G 2" APPR. PAVEMENT' L - L «r L 013A 1 '+'''" P DC 38 D 3,y , , , WPRPED PAVEMENT x z x I • :LOW FLOW' F W :'•D", j 1 DETAIL H DE L WHEN USED FOR USE ON GRADES ADJACENT TO CURB. FQR USE IN SAGS WITHOUT GUTTER BOTH SIDE$ To RE SYMMETRICAL \VDQT SPECIE) AAITOH R AD A)10 B�l0GE S.TAIDARQS- STANDARD CURB DROP INLET REFERENCE SHEET t OF 2 REVISION DATE 12" 30" PiPE: MAXIMUM DEPTH (H) - 8' 233 1g4.p9 t78/10„ VIRGINIA DEPARTMENT OF TRANSPORTAIION 302 SLOPE TO DRAIN TO INVERT OF OUTLET PIPE ECTION A -A )F TREATMENT IN DROP INLETS WHEN DIFFERENT SIZES OF PIPES J ARE ENCOUNTERED. SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH a THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED 1 , ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF / STRUCTURE. e MANHOLE OR DROP INLET iS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. ° a° THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C1,EXCEPT THAT 25/. OF COARSE AGGREGATE MAY BE // • """' UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK, THE SURFACE r1 ; SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. , DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES, SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES SPECIFICATION REFERENCE STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 106,08 CG 96 WIDTH OF C -10 r-1 ENTRANCE z _ ACCESS ROUTE[B Q ACCESS ROUTE, ( V� WIDTH OF ENTRANCE UNPAVED SPACE NON- TRAVERSABLE . UNPAYEQ SPACE - I EXISTING OR PROPOSED €XPANSION JpwT l-. SIDEWALK OR 516EWALK'SPACE r EN RAH�E �1 EXPANSION JOIN LA LIMITS 4F.PED- ACCESS fOVTE p NON-TRAVERS ABLE ' LIMITS OF PED. ACC€$S' RQUTE ' w 2 s i n --- C. La w u IF Q 4ENTRANCE CURB IrICLUQ€Q IN U 'i PEDESTRIAN ACCESS ROUTE DETAIL WITH & ut�a1 p GUTTER.; WITHOUT UNPAVED SPACE IL 4..,... \\ W ..•. . _. 0. Q ADDITIONAL'RICH 7 OF -WAY IS REOUIREO' JE, TITS z :OF PEOESTRIAN A-CE$S',ROUTE EX.TEN0,6£YOND. -OF a FLOW LINE EXISTING OR PROPOSED VOOT RIGHT Al'NY'. LL x OD EXPANSION JOINT ENTRANCE WIDTHDESIRABLEU1E MINIMUM 21 AFi50L1JT£ MINIMUM 12' PEDE^aTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS -(S r UNOBS TI;DriEU; STABLE, FIRM'AN0 SLIP RE515 TANT PATH CONNECTCNG ALL 'ACCESSIBLE ELEMENTS OF. A ago" o • + o + FACILITY' THAT CANBE APPROACHED. ENTERED AND EDGE OF PAVEMENT BY PEDESTRIANS. IF, ACCESS ROUTE 1S ADJACENT To TO BACK OF CURB MINIMUM WIDTH SHOULD BE 6', SECTION E-F HALF PLAN C *'IF PEDESTRIAN ACCESS ROUTES ® ARE "BEING IS REQUIRED MINIMUM A 4' TRAVERSABLE WIDTH IS REQUIRED WITH A htAX:2/. GROSS SLOPE. �----{ LI WHEN USED IN CONJUNCTION WITH STANDARD p e, PARABOLIC CO-3 OR,GG-7 THE CURB FACE OlT11S' STANDARD IS BE. ADJUSTED TO MATCH THE J ♦,^p. (��•wy1 SIDEWALK r� q• .---- SPACE L CURVE,. �0 Mo NTAB E; C R$ , Ch Fl RATIOCt. .. g F �,o + a a. o . a..- ".Os U:.•pY 0+ 0 : NORMAL GUTTER I A. _ 4�l S Ld, _ e - .,, ---------__,_ SECTION E-E �<X, .K C: OY TO tQy,-gHANGE 1 3". d b o I a:'� »o aa<s'a''� 4"a�o-• � � GLASS. A3 (t1.Es-) c4ric: o3a a.a.. 6 AGGR, BASE TYPE I SIZE218 ' e• S-=O,, .' MAX.SLOPE 27' � SLo�, POINT OF GRADE CHANGE , FOR GURB:AND GUTTER ONLY �E FOR SIDEWALK CURB -AANO' GUTTER :K AC 12 P MMIMU I INCREASE IN $LOPE AT MINIMUM RY INTERVALS: BUILT CONCUR-N.L. x ,K:;X 3 . LIAXIMUM DECREASE III, SLOPE FOR FIRST (0' INTERVAL AND SECTION -C 8 %. MAXIMUM OEcREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D-D SPECIFICATION REFERENCE° STANDARD ENTRANCE GUTTER wDOY ROAD AND BRIDGE ST,PCIDARDS 502 REVISION DATE SHEET 1-,4F 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/1,5 203.p2 DETAIL 1 SECTION A -A SECTION B-B T DETAJL, 2 TYPE OF OUTLETPROTECTION MATERIAL MAXIMUM OUTLET VELOCITY ' (FOR DESIGN STORM) ),NIMUM.`i't" (INICHES)' CLASS Ai' Cl:AS5 Al QRY RrPRAE? $ [p5 18 CLASS I CLASS :i DRY RIPRAP 14 fps 24 CLASS Y , .CLASS Ir DRY RIPRP?' 19 Tps 36 - DI-2AA,2B8,2CC OEM NOTES 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 9. ALL REINFORCING STEEL SHALL HAVE A MIN. COVER MAXIMUM DEPTH (H) TO BE 201. FOR DEPFHS OF 2". LESS THAN 9' USE STANDARD DI-2A, 28 OR 2C. 10 ALL REINFORCING STEEL TO BE CUT CLEAR OF ALL 2. THE "H" DIMENSION SHOWN ON THE STANDARDS OPENINGS BY 2". AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE NVERT OF THE OUTTFALL PIPE 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. ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS SHALL 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE BE DETERMINED BY THE CONTRACTOR FROM FIELD SHOWN ON PLANS. CONDITIONS. 13. THIS STANDARD 15 INTENDED FOR USE IN CURB 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO AND CUTTER SITUATIONS ONLY. BE SHAPED IN ACCORDANCE WITH STANDARD 15-1. THE COST OF FURNISHING AND PLACING ALL 14- IF OPTIONAL CONSTRUCTION JOINT IS USED, IT is MATERIALS INCIDENTAL TO THE SHAPING IS TO BE TO BE KEYED. ALL SPLICES IN BARS V TO BE NCLUDED IN THE BID PRICE FOR THE STRUCTURE. A MINIMUM OF 40 DIAMETERS (20"). 15. FOR PLAN VIEW OF INLET SEE STANDARD DI-2A, 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE 2B, 2C. S HIGHER THAN THE BOTTOM OF THE STRUCTURE, PLAN VIEW THE INVERT OF THE STRUCTURE SHALL BE SHAPED 16, FOR DESCRIPTION AND LOCATION OF DIMENSION L WITH CEMENT MORTAR TO PREVENT STANDING OR SEE SHEET 104.03. PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS 17. FOR NUMBER OF BARS A-F REQUIRED AND LENGTHS oy� INCIDENTAL TO THE SHAPING IS TO BE INCLUDED SEE SHEET 104.04. IN THE BID PRICE FOR THE STRUCTURE. • 18. QUANTITIES SHOWN ARE FOR MINIMUM INLETS OF 5. STEPS ARE TO BE PROVIDED. FOR DETALS SEE EACH TYPE. FOR INLETS OF GREATER DEPTHS _ Hordware Cloth STANDARD ST-1. (H) OR LONGER SLOTS (L) INCREMENTS SHOWN • T l Subbase PER FOOT MUST BE ADDED. THE AMOUNT OF 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. CONCRETE AND S'iEEL DISPLACED BY PIPES MUST Weep Hole. 7. il4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12"BE DEDUCTED TO OBTAIN TRUE QUANTITIES. See Note 8. C-C TO BE PLACED IN ALL AREAS ADJACENT TO 19. FOR DETAILS AND DIMENSIONS OF CURB, SLOT, BEAM, ABUTTING CONCRETE TO PREVENT SETTLEMENT. COLLAR AND GRATE, DROPPED GUTTER LINE, AND n IN LIEU OF DOWELS A 2" X 4" NOTCH MAY BE REINFORCING AND STRUCTURAL STEEL NOT PROVIDED. SEE STANDARD T-DI-3, 4 FOR DETAILED SEE STANDARD 0I-2A. ALTERNATE DESIGN. p ° 8. 3" DIAMETER WEEP HOLE IS TO BE LOCATED TO Steps. See DRAIN SUBBASE MATERIAL. WEEP HOLE WITH 1211 Note 5. X 12" PLASTIC HARDWARE CLOTH 1/4" MESH OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER "1. 0.03',NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE is wri STRUCTURE. TABLE OF QUANTITIES OI-SA, SB, 3C TYPE L AREA OF SLOT REINFORCING STEEL Concrete BARS A BARS B BARS C BAR5 0 BARS E BARS F BARS G WEIGHT Ft, 5 . Ft. Cu. Yds. No. Lin. Ft. No. Lin. Ft. IE No. tan. Ft, No. LIn. Ft' r1o. Lin. Ft.* No. Lin. Ft,* No. Lin. Ft,* Lies. 0I=3A 2'=5" 1.15 2.26 _ - ' _ 1 51.7,,: 3' 3 __211 - - - - 6' t^-D+' 22 4' t.83 2,59 5 !' 6" 2 6 -711to 6,-1011 3' 5'*7" 3' 3 w211- 4 t',611 3: t'-6'-1- 4' P-0'+ 64 - o' .7 - 5 3.02 5 3'-6° 6 6 7" 6 10" o 3' 5 -7" 3 3_ 1 4 a'-s' 1 • .' 0 1 1t 8' 3 6 7 .4 3 6 5 - 0'•6" 10 -" -t 3 5 -7 tl 3 3'-2 U 4 5'-6!* 3 QI-3B 10 4.58 3,94 5 7°='B„ ' 14 6 -7+' to fi -t0+, 3 51 _7,, 3 3'-2 I, 4 it T-fi. 3 V-6i1 4 - 204 t4' 6:42 4-78 5 tt'A' 22 7„ to 61-10" ,,7" 12 r_1 " 3.. 3, 5'-.7,,: 51:711 3..:. 3 3'-2" 31_21 4 4 .9..,6.,. Ii'-6._, .3. ,.3 177: _ 11.6,. 4: 4 t•-. ,± I, •0„ 51. 298 16' l-33 _ 0 _o� 5 )3 -6" 26 6 7' to 6 10 3 5 711 3 3 2' 4 IS-6,; 3� t 6 4 1-011 34 5 1J3 :S F5 5.56 5 k5'-fi n 30 7 6 I 3 6 r" � 3 2' . f5' 6 3r t 6'° 4 1-Q 1i 391 2D' 9.17 6.09 5 171-61• 34 6 7" to 6 10' 3 5' 7"' .3 3 2' 4 17' 6" 3' 1 T^ 4 1'-a'' 43B 2.75 3.01 la I-3' 4 6'-7" to fi'-10" 5 5 -7" 3' 3 1-9P 8 1--9" 6 P+ ° B 2 1-0 u 1i1 8' 3.67 3.45 14 I T-91.' B 61-71, to 6.-10" 5 5'-7'" 3 3'-2° 8 2--9" 61 1'-611 21 P-D., 158 IO •t.5$ 3.89 10 3 9 i2 6 -7 to 6 i0 - � 5--7-1 3 3 -2 8 3--9 6 t -6 • 2 V- 205 12' 5 -54 4.33' 10. 4'=9" !16 r 6 -7. to 6 -10 5' S -7 n 3 3 -2" 8 _n 4± 9 F: � 1 >5 2 .0" 7 4'' 252' 1-3 D C 14' '6.42 4.77 1 0 .5'-9'" 20 6 7" to 6 -10" 5 5 7" 3 3 -2" ' $ " ,. 5 9 S 1 6" 7 i-D° 298 7-33 5.21 04 7" a fi' 10" 5. 5 7 3 3 2" $ 6' 9" 5 1 6" 2 t _ " 345 IS° ^8.25 5.65 A0 7-'-9'" 28 6.-7-' to 6'-t0"' 5. - 5'=7'( 3- 3'-2" $ 7'-9" G- t 6"< Z I. 11 392. 20 9.17 6-09 la $ ,9 32 6 7 to 6 -t0. 5 5 3" T-2 8 8 -9' & f--6'' 2 P- '' 439. NOTES 1: DEPTH OF INLET (H) IQ BE SHOWN ON PLANS.. 7, # 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 15. THIS AREA MAY BE EARTHEN, IN WHICH CASE r 1 T PLACED 2 C-C 4 BE L Q IPI ALL .AREAS' ADJACENT .E C TH EXP SIOhI JOINTS WILL Y ONLY 7 E AN JO S L APPLY Q L 0 I 2 I HE "H' D MEN ION SHOWN ON 7H :STANDARDS E T.0 A !TIN GON T 1 ,BU CET 0 PREVENT T R E RE 1 r UR ODGUTTER, ', B ND SPECIFIED ON THE•PLANS WILL BE SET TLEi.1ENT MEASURED FROM THE INVERT OF THE T ALL 1. CO C ETE UAt ITN S •SH4V1N . R 6 N R Q r ,E ARE FOR DEPTH F I PIP P ~ sr E TO THE TO , OF THE RUCTJRE. E 8. d. F� G 3 DAh1ETER WEEP HOLE BE LOCATED D I f TO Q TO r „ .� ' I t OF 5 CP ' H) Yr1Tr1OJi P ES."THE AMOUNT PLAN "H" DIMENSIONS ARE APPROXIMATEONLY FORESTIMATING PURPOSES THE ACTUAL DRAIN UBBASE MA`TERIAL,WEEP HWITH 12„Ki2„.PLASTIC M£5t DISPLACEDBY PIPES MOST BE DEDUCTED.TO OBTAIN TRUE FOR . . DIMENSIONS SHALL BE' DETERMINE() BYTHE: ,S,;HARDWARE GLOTN.0" OR GALVAN ZED WIRE, MINIMUM WIRE QUANTITIES. INLETS'. DIFFERENT DEPTHSADDOR -SUBT ACT 0h32 CONTRACTOR FRDM FIELD,CONDiTIQNS, NTEEL DIAMETER Q.03'I,.UMBER 4 MESH HAODNARE CUBIC YARDS OF CONCRETE FOR EACH FOOT CLOTH ANCHORED FIRMLY THE U Sl E OF DEPTH, 3 WHEN SPECIFIED ON THE PLANS THE INVERT IS £ H P H F T STRUCTURE. p HE c rr I ACCORDANCE WITH TO H- .SHAPED N, ACCO DAP E I Ar Q ! c 7. LENGTH OF ANGLE IRON SHOWN t 1 A E h AS ON SHEET 1 F IS-r.'.TH_ COST OF FURNISHING,AhID PLACING ALL 9:' I \- ALL STEEL SHALL HAVE A MIN: .... I OF 2: J5 TO BE-L+16" AT 4:10.-BJlFT,: MATERIALS INCIDENTAL TO THE SHAPING IS T9-BE COVER, OF 211. INCLUDED iN rHE'BiD PRICE FOR THE STRUCTURE, ia. + DENOTES LENGTH OF GNE 11) BAR; 14 ALL REINFORCING. STEEL O BE OUT CLEAR F R G. r r Q IN THE EVENT THE INVERT OF THE LOUTFALL ALL OPENINOS BY 2". 19. ALL RE1NFgRCIrJG BARS TO BEDS. 4. PiPE 15' HIGHER THAN THE BOTTOM OF THE $TRUGTURE, THE,iNVERT OF THE STRUCTURE it., CAST-iN,PLACE CCNCRETE:)S TO BE CLAS$ A3 20., WHEN INLET IS USED IN 4'-0" MEDIAN ,BACK OF SHALL' BE'SHAPED': WITH CEMENT -MORTAR TO (3000 PSI). PRECAST CONCRETE:.Ia TO BE INLET 13'TO BE SHAPED TO CONFORM TO PREVENT STANDING OR PONDING'OF WATER 4000 PSI, PROPOSED, CURD. IN 'THE STRUCTURE. THE .COST OF FURNISHING AND PLACING,ALL MATERIALS'INCIDENTAL TO: 12. LENGTH, OF BLOT (L) WILL;, IN' EVERY CASE, BE THE SHAPING .IS TO BE INgLUDEI3 It! THE BID SHOWN, QM PLANS, PRICE FOR THE STRUCTURE. 13. IF INLET IS CONSTRUCTED IN MEDIAN CURB OR 5, STEPS ARE TO ° BE PROVIDED. WHEN H CS 4'-o,, WITH INTEGRAL- CURB, GUTTER IS TO BE OR GREATER, FOR DETAILS SEE STANDARD ST-L OMITTED (SEE DETAIL), 6:. THIS ITEM M ' BE PRECAST GAST•Ihl•PLACE. Ar' AS 14 C STAND D INLETS t Y B CWITH AR L dA E 4NSTRU..TER CONCRETE BLOCKS IN ACCORDANCE 'NITH THE OETAILS'SHOWN ON STANOARO;ORAWINIG' nl-MB. 'REREFFEREf1ERSGE STANDARD CURB:' DROP INLET 233 1211 _ 3011 PIPE: MAXIMUM DEPTH (H) 8' ROAD tiDATE STANDARDS, 302 REVISION DATE SHEET 2 OF 2 VIRGINIA,-DEPARTMENT OF T(tAMSPORTAEI60 tp4-tp Fi4 @ tl'' C-C JJA v I n I I Optional I Const. I NT 855�-i Bars H1,#5 U 12" c-c 12' c_c APPROXIMATE QUANTITIES FOR MINIMUM 9'DEPTH INLET TYPE DIMENSION L SEE NOTE 16 REINFORCING STEEL CONCRETE DI- Lin. Ft. Lbs. Cu. Yds. 2AA 2'-2" 609 2.77 2BB 4'-0" 647 3A6 2CC 6'-0.1 685 3.38 INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FEET OF DEPTH (H) AND, OR SLOT LENGTH (L> H L Cu. Yds. Conc. Lbs. Steel Cu. Yds- Co.c. Lbs. Steel 0.28 64 - - 0.28 64 0.16 17 0.28 64 0.16 17 SCHEDULE OF REINFORCING STEEL SEE NOTE 17 BARS H BARS H1 BARS V NO REQ'D. LENGTH NO REQ'D. LENGTH NO REQ'D. ILENGTH 4(1.5H+ t) i 8 3'-2" 40.5H -1- D+8 3'-3" 36 H-0'-4") SLC I IUN I HHOUGH LLt VA I IUN STANDARD CURB DROP INLET SPECIFICATION REFERENCE 12'' - 24'' PIPE: DEPTH (H) = 9' to 20' 233 104.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 EC-T SECTION A -A ' SECTION' A -A NOTES: L. FOR'MULTIPLE -LINE INSTALLATIONSDIMENSIDt( S IS TO GOVERN THE, PROTECTION OUTSIDE THE CHANNEL WIDTH AWL ON:. NY INSTALLATION E RWC L T U PROTECTION HERE. N EN 4 AL 2_ A R QU G/ R OUTLET T W 0 DY L i a EI E OR Eh DSEOTiON iS SPECIFIED ON THE P-DAIS,: CONSTRUCTION IS TO BENNN ACCORDANCE WITHDE TAIL frPJL 7 _ SHQWh1 ABOVE. 3. GEOTEXTILE FABRIC TO BE INSTALLED UNDER CLASS Ai ,i. AND II MATERIALS IN ACCORDANCE WITH THE SPECIFICATIONS. 4. SDIAMETER OF CIRCULAR CULVERT ORSPAN FOR BDX, ELLIPTICAL-OR.:ARCH'C V VERT, H + DIAMETER -0F CIRCULAR CULVERT CIR RISE/HEIGHTFOR BOX; ELLIPTICAL OR ARCH' CULVERT. A:U E TAf L SECTION SNDWNON PLANSF0 SI .SLGPE BOT OM WIDTH NDDEPTH , CHOF ELOR MATCH EXISTING DITCH OR tATURALROUND. OUTLET' PROTECTION MINUMUM LENGTH (0 T'CF?E A INSTALLATION 3H TYPE B INSTALLATION 5H SPE`CIFICAT10N vl r R REF£ ENGE CULVERT OUTLET PROTECTION -04 ROAD AND BRiDGEJSTANDARgS, 245 VIRGINIA DEPARTMENT Of TRANSPORTATION REVISION, PATE SHEET 1' OF`I 303 113.01 414 S X R SEE NOTE I ' _ I f L IF•7� SHEET 2 OF 3 SHAPE TO'BE BEVELED , WITH MORTAR DO NOT BEVEL iNVERC NOTES: I. H' MAY BE REDUCED UNTIL "X" REACHES A MINIMUM OF .4" WHERE ENDWALL WQUL0SPRQ'TRUD,E ABOVE, SHOULDER LINE, Ih!„NO :,CASE SHALL TQP OF ENDYtALt PR4JEGT PBO+'E;FILL SLOP, DtTCH:SLOPE, Qf SHOULDER, 2, THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 4, ALL OAST IH PLACE SHEET' 1a.02 CONCRETE TO BE•CLASS; A3sFOR PRECAST SEE SF 1 I . A. THIS STANDARD TO BE LitFO WITH STRAIGHT CROSSIN65 AND ALL SKEWS(04TO 45`), 6.HCA PALL TO BE. BEVELED IN ALL AREAS EXCEPT WHERE A CONEUCT' 'NITH INVER r. EW-I ENDWALL FOR CIRCULAR PIPE DIAMETER OF PIPE CULVERT 18" 211' OR- 24" 271- OR 30' 33 -6" OR 3 A 0'-6" `+8" a. a :1 )❑1 0'- t 1o"9" '- ' B 4'-i 1, l.; rl - i. t,� - 1,=&il ji o, 2,,aJ. C 1'-4" I '-7 1 9"' 21 2' - 2r 6,1 t=0 1-3' J'-B 2-Q 2`-6q0 3'•O" ,1 - (, .., H T-311 2"-11" 3'-2., 1.g„ 41_3", L 3`-D•' S'=4" 6'=0" 8'- D -, 10 4 11 12'-0" 0 0 -11AQ 0`•I�''q" Q -2!' 0'-2 jz' 0 -3/R 0'-3 f4 b Q'-V V-11A Q!-IV? 01.211; o•:;'y2 Q,- . CUBIQ YARDS OF CONCRETE' COt1G, PIPE 0;241 0,492 b 597 1.319 2.067 2.9r17, C:M: PiPE 0,237 0.521 a,739 0§0 1 2.10 : I3 3c 45 J_. VDOT.-_,I I ESTAMPEDL ETTERS 21Y4" DIA. 28" DIA 22" DIA SEE DETAIL A 20%2" OIA - INLET COVER SECTION CL INLET FRAME NONSKID ALUM) UM OXIDE IMPREGNATED �••--••••,--+-, STEEL PLATE 6" THICK NEOPR'cNE FOAM BOND NOTES; STEEL PLATE S/" THICK STRUCTURAL COMPONENTS SHALL CONFORM MATERIAL AASH0 M222 TO AASHTO M222. g BAR (WELDED TO COVER FRAME AND COVER SHALL HAVE A CONTINUOUS FLASH FIT. ONLY) DETAIL A STANDARD INLET AND FRAME COVER VIRGINIA DEPARTMENT OF TRANSPORTATION 6, BEVEL EDGE IS REQUIRED ON THE HEADWALL At. THE INLET END OF THE CULVERT (WHERE THE; FLOW ErTTERS THE: CULVERT). 7. HEADWALL AT. THE OUTLE LE END OF THE CULVERT MAY 8E EITFIER SQUARE EDGE OR BEVEL EDGE, S. ON SHALLOW FILLS. WHEREENOWhLLS ARE 1'OR LESS BELO'N SHOULDER LINE. THE TOP, OF THE ENDWALL SHALL BE CONSTRUCTED PARALLEL TO ' THE GRADE OF THE ROAD, 9, q° CHAMFER MAY BE PROVIDED ON ALL EDGE$ AT MANUFACTURER'SS gPTION EW'1A ENDWALL, FOR ELLIPTICAL PIPE SIZE OF ELLIPTICAL PIPE CULVERT (SPAN XRISE) 23"x14' 30"x19" 34"x22" '38"x24" 42"x27" 45!'x29"' 49'lx32" 63"x34'1; A, 01_ „ S O,-TJ 0'-10" ai' 1. 1 . 0 ,-i111 _ l- 4" 11- O 1 - i. O i'-&," 1-8" I_g; i'-1O" I`-11!• t-1ii" r 1-8i' 1'-ifi 2 t" 2`-7 1, 11 - 11 u 0'-8- 0`^9" O'-9" 0`• 0°-9. u O>��,1 0'-9'( H T-10" T-3-' 3'-7" 3' 9" 1' 0'( 4' 2" 4'-5" 4'-71, L 5` 5" 7'2•' 8'-6" 9•-2" 10` 2.' 10'11" 12�1" 12' iPY 2' $11 2" 10'r 3,-2u 3'.6,; 3r gjr 4:1" 4- 5i1, a 0'«2%z" O'-31/i" 0' 9/z` 0'-4" 6'-4Vz-' D+•44'' 0'-5" 3` S zN b CUBIC YARDS OF CONCRETE 433 CQNCPiP£' O,SQ2 0.8 _5 51.5gQ 1,811' 2,141 2:5t2 218Qt SPECIFICATION A COPYpF THE -.ORIGINAL SEALED AND;SEGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. VDDT REFERENCE' STANDARD ENDWALL FOR :PIPE CULVERTS RQAQ APND BRIDGE STANDARDS fps 12" - 36" CIRCULAR AND 23" x i4l' - 53" ,x 34" ELLIPTICAL PIPES REVISION DATE SHEET i OF I 3Q2 VIRGINIA DEPARTMENT CiF'TRANSPORTATIQ' 04119 101.01 SPECIFICAt✓CQ( ' REFERENCE 302 L0 U o O co w • U) CD U z �N ® 0( 0 i/1 ►= 0) Q w = J Q r J H - O w z cn Q Q U "V 0 fn 0 O 0 U Z '�E ac W _ <C Q z :2 v v Q - Z T� O - V L- Z I Z > N � W 0) � N Q Q Lfj W O (n J N O ' J , f� O z w I ® O c� U 0 U J w W - IZ z mmmmff rn = 0 = S 0- 0) C z O I- 0. U (n IL W Q FF�• f� O z CD z x 2 Lrl HN V] Cn W J F- - H P Z 1- z z z z CL W W W LLI 2 2 2 2 °- ncz V)Lij Z Q o }- O O yU O � o F� t- U - z z z z 0 I- = z co 0 0 0 0 v=i O O O O N N LU O O O O N Q Q c^-i N O V O O 0 0 0 rl ai C) Zci N Cr') d• LTl CO TH op Jimmy L. Taggart Lic. No. 22841 `t+� A�°.��Q1 /07/2021 SS1ONAL E� Q z Iz Ill J LO CC W (0W rn m 0- < .J LL LLI O U a O �-' Ll.l w D � N 06 W 1-- o U 12 Q rr U) 0 CC Q W mw F- U) Q 0 22 DESIGNED BY: UVN DRAWN BY: ARC • 'CHECKED BY: JLT DATE: DATE: 10-22-2019 SCALE: NA JOB: 8438 SUB: 2019-00170 SHEET: OF 24 12 ATTACH 42" SAFETY RAIL TO TOP COURSE OF FINISHED WALL BLOCK BY APPROVED STRUCTURAL METHOD TOC� CAP BLOCK TFW� u FENCE OR RAILING (DESIGNED BY OTHERS) - SLEEVE AND NOWSHRINK GROUT AROUND POST SLEEVE INSTALLED DURING WALL CONSTRUCTION TYPICAL RETAINING WALL WITH FENCE CROSS SECTION PROPOSED WOODEN SCREENING FENCE N.T.S. NOTE: OR APPROVED EQUAL BY COUNTY OF ALDEMARLE NOTE: SEE RETAINING WALL PLANS UNDER SEPARATE COVER 5' 4" 3000 PSI CONCRETE :;.�•�,:''::�::`�..•.:>a:...�`-:.� :' : � -III=III=1I - ..: 4.1=111=III=III- 4" VOOT 21A All= - STONE BASE TYPICAL SIDEWALK SECTION N.T.S. TYPICAL TRAIL SECTION CLASS B, TYPE I N.T.S. OPTION: WWF (4X4 OR 3X4) CAN DE ADDED BETWEEN POST AND FENCE BOARDS IF ANIMALS ARE BEING CONTAINED PER OWNER'S REQUEST. 8' O.C.; TYP. PLAN 4 X G X G POST; I" WASH ON TOP. SET POST A MIN. OF 3I N GROUND. SECURE POST WITH QUICK DRYING CEMENT (OR 6u EQUAL).HALF-ROUND OR 4 X 4 POST CAN BE SUBSITUTED FOR THE 4XG POST SHOWN AT OWNER'S REQUEST. FENCING TO DE CENTERED ON COLUMN EXISTING GRADE END -SECTION 12" - 60" PIPE HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION <PLAN X _X E CONCRETE TO BE JJJ 4000 PSI MINIMUM _ SECTION X-X DIAMETER OF PIPE ALTERNATE END -SECTION 12" - 60" PIPE ES-1 HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION X-- X L r 1 _ CONCRETE TO BE I� E JJJ 4000 PSI MINIMUM PLAN __C_ C r__ g ->� - DIAMETER OF PIPE LSTEEL FABRIC REINFORCEMI � 1 D E PAY LINE - END VIEW SECTION X-X END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12" 4" 2'_O" 2'-0" 4,_0," 2' 0" 15" 6" 2'-3" 1'-8" 4'_0" 2'-6" 18" 9" 2' 3" 1-v 4'-0" 3'-0" 21" 91/4 2'-11" 2'4" 5 -0" 3'-6" 24" 9/ " 3'-7" 2'-6' 6' I' 4'-0" 27" 10 a' 4'-0" 2'-1 6'_ " 1 4'-6" 30" 1'-0' 4'-6' V-7% 6'-IY4" 5"-O" 33" V-1/2" 4'-10'/2" 2'-31/ ' 7'-1 a„ 5,_6„ 36" 1' 3' 5 -3" 2 -10 8'-1" 6' 0" 42" 1'-9" 5'-3" 21-11" 8'-2" 6'-6" 48" 2--0" 6'-0" 2'_2" 8'-2" T-O" 54" 2'-3" 5'-5" T 9/a" 8'-21/a" 7'-6" 60" 2'-11" 5'-0" 3'-3" 8'-3" 8'-0" A f E j- END VIEW END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12" 4" 2' 0" 4'-l" 6'-V 2',0" 15" 6" 2' 3" 3'-10" 6' 1" V-6" 18" 9.. 2'-3" 3'-10" 6'-1" 3'-0" 21" 9" 2'-11' 3'-2" 6'-1" 3'-6" 24" 10" 3'-7" 2'_8" 6'-3" 4'-0" 27" 10° z' 4'-0" 2-4/2" 6'-11 " V-6" 30" I'-0' 4'-6" 1'-7 q" 6'-t-Ya" 5'-0" 33" 1' 1 z" 4'-10' 3'-3 a" 8'-11/, ' 5'-6" 36" 1'-3" 5'-3" 2710 a" 8' 1 6'-0" 42" 1'-9" 5-3" 2'-11" 8'-2" 6'•6" 48 2' 0" 6'-0" 2'_2" 82" P-0" ST:: 54" 2' 3" 5'-5" 2'-11" 8'-4" T-6" 60" 1 2'-6" 5'-0" 3'-3" 81-3" 8'-0" NOTES: PIPE LENGTHS SHOWN ON PLANS ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT, LENGTHS WILL BE REDUCED BY THE DIFFERENCE IN DIMENSION "ID". SLOPE DETAIL SPECIFICATION REFERENCE FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 7/Ol 102.01 A #5 BARS 0 8" C-C TYP. I I I ( I I I I I ( I ( I 30" DIAMETER • illll 177 - - - A SL-1 #5 BARS D 8" C-C TYP. B �.• I I I 30" DIAMETER IIf SIZE AND WALLCTURE THICKNESS VARIES PLAN SECTION A -A NOTES: 1. STANDARD SL-I,MANHOLE SAFETY SLAB, IS REQUIRED AS PART OF THE DRAINAGE DESIGN FOR MANHOLES, JUNCTION BOXES AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET. THE SPACING OF ADJACENT SAFETY SLABS SHALL BE 8' i0 12' WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PIPE OF 30" DIAMETER OR GREATER. 6" CLASS A3 CONCRETE ; SECTION B-B 2. THE COST OF THE 5L-1 IS 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. g�� # 5 BARS @ B" C-C TYP. 4. SAFETY SLAB MAY BE CAST -IN -PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE A3 CLASS (3000 PSI). PRECAST CONCRETE IS T 8 4 F 0 E A4 f 000 PSD. REINFORCING i STEEL TO BE ACCORDANCE WITH AASHi0 M31. -f;.. z.' -c ,--T 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG). TYPICAL PRECAST UNIT SPECIFICATION REFERENCE TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, MANHOLES AND JUNCTION BOXES 302 REV. 7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 106.14 CROSSDRAIN CD-2 ON FILLS CENTER LINE; SECTION (WITH TYPE 1 SELECT MATERIAL.) TRENCH PLACEMENT -PAVEMENT SURFACE & BASE ooa0000q®ooao4oPo.a SUBBASE' 6. 0. b0 O.O Q o O O 0.• -d-- 6•.o.oQo o a • o o •.o..• o • o . aS'6 SELECT.. MATERIAL "TYPE T _ CR A( #57 AGGREGATE, 98 AGGREGATE OR CRUSHED OEOTEXIILE � GLASS: MEEFINC #S GRADATION REQUIREMENTS. DRAINAGE FABRIC OR i PAVEMENT'S.URFACE & BASE CD-2 FOR OUTLETOPIPEY fOP' OF CUT OO4F�E� - - EW-12 � ;` TQ£'OF FILL DITCH I (rYPIGA.t) -n T SHOULDER LINE LINE11 i J1 _L 90QL OF PAVEMENT TRAVEL LANES - -It -- t-1-------- � --- I I') I: EDGE OF PAVEMENr I TT�j'�� - SHOOLOER LINE YPI12L)}• ' TOE OF FILL LIMITS OF PAY FOR QUTLET PIPE PLAN VIEW SHOWING PLACEMENT OF CD-2 CROSSORAIN NON -PERFORATED OUTLET PIPE. TYPE OF PIPE CRUSHING STRENGTH XWT.411 MOM- DIQAETER xW)T. I v MOM. DIAMETER SMOOTH WALL PVC .103 D.153 SMOOTH WALL PE 70 PSI Xxx 70 PSI 00 �000°a DODO g000 0 o SUBBASE OR CEMENT STABILIZE[) SUBBASE 'S SUBGRADE -�--SELECT MATERIAL TYPE OR WPLL THICKriE$S,. (LAIN) -INCHES 00 o p : = 4 vo a • o - a • (CEMENT OR LIME' STABILIZED) ';)jk TESTED ACCORDING TO ASTM 0-2412 AT S Xa DE,FLEQT(ON: I b.o•o . o o.o,oo 457 AGGREGATE, 8 AGGRECATE OR CRUSHED GEOTEXTILE. GLASS'ME0ING•08ORA0ATION REQUIREMENTS DRANAGE 1' 0" FaeRIC GENERAL NOTES 1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY''HAND TAMPED TO INSURE COMPACTNESS,: ( F APPROACH SLA16 r-PAVEMENT 2. QUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT- AND SHALL BE PLACED ON'A GRADE PARALLEL To THE SHOULDER SLOPE 2 MIN,(:% DESIRABLE) GRADE, BRIDGE SUBBASE 3. 'ON CURB AND GUTTER. SECTIONS, WHERE IT it IMPOSSIBLE TO QTHERWISE PROVIDE CQT2 OUTLErS.FOR .CROSSORA1NStTHEY ARE TO BE LOCATED SO AS TO DRAN:INTO,DROP CD-2 5'4" INLETS OR MANHOLES. GGREG TE`BASE MATE RI TYPE t AAL � .. � F . . ON: P AT .SE TIN T _ N I U ERELE! ED C 0 S, R HIS iTJ HE PAVEMENT AREA SlZE'N0.2.18 (1i MIN. DEPTH) . WITH CUTLET PIPE ON LOV! SIDE,ONLY, 5. INVERT ELEVATION! AT CUTLET END OF OUTLET PIPE TO BE A MINIMUM .OF 1'-0" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 CROSSDRAIN AT 6. ALL CONNECTIONS (ELBOWS, WYES, ETC.).VnTHIHI PAY LIMITS FOR OUTLET PIPE ARE TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 7. OUTLET. PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE, SREFERENCE" STANDARD CROSSDRAIN tvoGE S RQATT: AND BRIDGE STANDARDS 232 (AT GRADE SAGS, AND, BRIDGE APPROACHES) 50! REVISION DATE SHEET I OF 1 70 VIRGINIA, DEPARTMENT OF TRANSPORTATION 07/16' 108.05 2016 ROAD & BRIDGE_ STANDARDS 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERDRANS, THEY ARE TO BE LOCATED SO AS TO DRAM 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 P-O" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE, X 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. XXX TESTED ACCORDINGTO ASTM D-2412 AT 5X DEFLECTION. B. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE STRUCTURE. STANDARD COMBINATION UNDERDRAIN SPECIFICATION REFERENCE REV 8/07 (AT LOWER END OF CUTS) 20 108.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 'NP-2 ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 12'x EDGE OF EASING PAVEMENT (AS DETERMINED IN FIELD) TACK CQAT THE PROPOSED - CONSTRUCTI N JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS; - EXISTING SUBBASE ...... PROPOSED SU86ASE - - - - - COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXISTING' SUBBASE AND REPLACE WITH PROPOSE[) ASPHALT WIDENING LAYERS PROPOSED MINIMUM II/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) A MiNiMUM 12 INCHES. OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY 'CORES (SEE NOTE 3) NOTES: t, ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN AGCORDAICE WITH( CURRENT VDOT PROCEDURES _AMID BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESLGN,F69 ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS: OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE .OF THE 'EXISTINO.:AND PROPOSED' PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3 A MINIMUM OF THREETHESE COSHALL SHALL dE SPACED NO 6(CCERE NTER AOF THE E00 FADJACENT TRAVEL LANE TO DETERMINE THE TOE AND , THICKNESS OF EXISTING 4, THEADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11/z INCHES ANG 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 Aft ACCEPTABLE PAVEMENT CROSS-SLGPE ARID EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS, SHA.L.BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGittEER.. 7. FINAL.TRANSVERSE PAVEMENT TIE IIN,SHALL CONFORM TO THE. REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IH LOCATIONS SHALL BE TESTED USING A 10 FQQT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. ASPHALT PAVEMENT WIDENING ROAD AND BRIDGE STANDARDSREFERENCE SHEET I GF'i REV[sION DATE FOR WIDENING SUBJECT TO TRAFFIC' 315 303.02 VIRGINIA DEPARTMENT OF tRANSPORTArIGN EW-12 BEVEL SLOT DETAIL (PERMITTED FOR EASY FORA{ REMOVAL.) rt ALE IV� L- SECTION A -A - DIMEClSIbNS CLASS A3 PIPE LD: SLOPE CONCRETE - L H CUBIC C @ YARDS W.'', 4" '30 3'-5 1'-1 0.25 , 61 2: 4',5" 1'-1f" 0:30 6"' 2�1 2'-10 �" 1"-5 a'"-- 420 6'1 3:1 4 a" 1'-4 4'' 1 0.30 6" CD-1 CUT " S-- FTOP OF CUT R E PAVEMENT PAY ELIM LIM T SUBBASE OUTLET UBGRADE BEGIN W FILL DITCH LINE ELBOW SHOULDER IN COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS EDGE OF PAVEMENT CENTER LINE SECTION TRAVEL LANES (WITH TYPE 1 SELECT MATERIAL) TRENCH PLACEMENT EDGE OF PAVEMENT SHOULDER LINE .e- PAVEMENT SURFACE & BASE I EW-12 I� (TYPICAL) u'4-, / PAY LIMITS FOR OUTLET PIPE TO BEGIN WITH 45, ELBOW 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 ..E- SUBBASE P OF TOE OF FILL 6. 6. 6. 6.6. 6.6. 6. 6 . 6 . 6 •0 • .� -SELECT MATERIAL TYPE I OR ]Q ?�O� EW (TYPICAL) 1-O �• " '^ #57 AGGREGATE, #8 AGGREGATE OR CRUSHED ' _ GLASS MEETING #8 GRADATION REQUIREMENTS. 1'-0., I E c€oTExnLE DRAINAGE FABRIC PLAN VIEW' (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR .E- PAVEMENT SURFACE & BASE 0000000 0 0 0 0 0 0 -4- SUBBASE OR CEMENT STABILIZED SUBBASE 6. 6. 6 o 69060.0 • • o • o • "* - SELECT MATERIAL TYPE II OR SUBGRADE 1' "6•0•0 . o •: • o (CEMENT OR LIME STABILIZED) ••• #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GEOTEDRANAG ILE GLASS MEETING #8 GRADATION REQUIREMENTS. GENERAL NOTES FABRIC p-0" 1. UNLESS SPECIFICALLY INDICATED, COMBINATION UNDERDRAIN WILL NOT BE LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ARE STABILIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 % MIN, (3 L DESIRABLE) GRADE. TYPE OF PIPE CRUSHING STRENGTH .T.4" MOM. DIAMETER W.T. 6" NOM. DIAMETER SMOOTH WALL PVC .103 1 10.1- SMOOTH WALL PE 1 70 PSI XXX 70 PSI XXX MIN. 5 EEL OR ALUMUNUM OR >STEEL OS INCH MIN, RNIETS' OR BOLTS ALUMIr1U,l1 PLATE MAT1PAT LE WITH POST ENDWALL. 3UTER:SURFACE OF ,QNNECGIIQN FOR U-TYPE ROLLED RAIL STEEL POST AT 1,33 LBS,/FT, OR ALUMINUM ALLOY Q 6063-T6 Q .78 LBS,7FT. UNDERDRAIN OUTLET MARKER DETAIL NOTES: L TYPICAL ENDWALL TO BE PLACED AT THE ENDS. OF ALL UNDERDRAN OUTLETS, BARRING. LOCATIONS WHERE UNOERDRA)N' IS TIED INTO OTHER DRAINAGE STRUCTURES, ENDWALL TO BE INSTALLED` PERPENDICULAR TO ROADWAY AND FLUSH WITH THE SLOPE., 2, OUTLET S 1 I PIPE SI A L BE RI D PJPERF RAT b M TH I L NQ 0 E ., S 04 1 BORE P E MEEllhJO T R l M GG P . HE EOU RE RENTS OF 70. PSI TESTED ,ACCORDING TO ASTM 2412: 3. EXPAlOED STEEL. M SH (FLATTENED) SHALL HA/E QPENINC5 OF APPROX. //2. X 1" AND WEIGH APPrzOX, 0,82 LBS; PER, FT_ MESH .SHALL BE GALVANIZED IN ACCORDANCE VtTTH-ASTM,(. A 123: THE MdESH SHALL EXTEND MINI A MI 6 OF I" ABOVE THEO.D. OF H PIE AN 5 THE P D I A BARRIER'FOR ROOENTS;'ETC. THE SI:O'T FOR THE STEEL MESH IS rQ,BE CONSTRUCTED SD THAT THE MESH CAN BE REMOVED FOR CLEAtOUT PURPOSES, 4. THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 1 @. STEEL POSTS MD. PATES TO. 8E PApi7E0 OR GALVANIZEE! IN ACGORDPPICE, 14ATN THE ROAND BRIDGE SPECIFICATIONS, IF PAJNTEO THE FINAL COAT SHALL BE NO.'13 ALUMINUM PAINT GRAD. NO. I1 WHITE PANT. 6. MARKER TO BE PLACED AT ALL.E'W-12 UNDERDRAIN INSTALLATIONS. 7, MARKER "WILL BE PAID FOR IN ACCORDANCE WITH. _SECTION :.501OF THE RQAA AID=BRIDGE SPECIFICATIONS. XVDOT A COPY OF THE ORIGINA-,SEALEO AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE, SPECIFICAral ROAD AND BRIDGE STANDARDS STANDARD ENDWALL FOR PIPE UNDERDRAIN REFERENCE SHEET 1 OF I; REVISION DATE 33 101.32 .01/15 VIRGINIA_ DEPARTMENT OF TRANSPORTATION 302 501 IC a V co w H i (n CD ]� \ - CD v z N 0 p(D J< ° Cn Q r- � _j U) 11 Wyy UZ �Qo CO EL wopcn zL wUQ -JL,)Q -J�0 Z� O cl n w N W N No ❑ rnW Li < (-) 00 W C() � CC Z Q O D_rnU a- Z O 1= O_ w N w w Q Q Q OZ H 00 Z��(n�W� 0 z > 1= z z z z o o- w w w w 2 2 2 2 a vvi 2 2 2 w z a L)o O O O O- m a u v u _ o �: �: �: z z z z v) =) =) Z:) Z Z m OO OO OO O cf N O O O O 0 N LL1 O N O N O O 0 rf (V O .'1-i Q O V W 01 11 N 1H C) CD 0 1-1 1-1 o za --I fV M Cj' Ln ID ALTH OF `4p ntll 7 y Jimmy L. Taggart Lic. No. 22841 sv� ��oAlo of /07/2021 11 s'S'70NAL Q Z W J LO W Cfl w „_j vJ m ❑" Q _J Q a = U N A LL. < Z Q I-W o Ad � (� CV Ij cn W U H o- n <� o w W Q � O 121 Q LL mW ■ O 23 DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JLT DATE: 10-22-2019 SCALE: NA JOB: 8438 SUB: 2019-00170 SHEET: OF 24 NOTE: TOT LOT EQUIPMENT TO BE BURKE OR EQUIVALENT. CONTRACTOR SHALL PROVIDE SUBMITTAL TO OWNER PRIOR TO ORDERING TOT LOT EQUIPMENT. D 4 D �l D 4 1 SWING a 1 SLIDE a 2 CLIMBERS p b a 1 BUCKABOUT o D g a 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 F05T AND FENCE BOARDS IF ANIMALS ARE BEING rb CONTAINED PER OWNER'S REQUEST. W O.C.; TYP. e WIRED BACKED PLAN PROPOSED WOODEN RAIL TOT LOT FENCE 4 X G X G P05T; I" WASH ON TOP. 5ET N.T.S. P05T A MIN. OF 3' IN GROUND. SECURE P05T WITH QUICK DRYING CEMENT (OR EQUAL). G" HALF -ROUND OR 4 X 4 F05T CAN BE 5UD51TIUTED FOR THE 4XG P05T SHOWN AT OWNEK5 REQUEST. FENCE COLOR: BLACK FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA -� _-;3ae•: y T1 1'-O" MAX 2' 0" RUBBER COATED STEEL 3 -0" MIN STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 12"' MI N -- 0" RING SEALS —_ \ 4 16" MAX r, f MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" 5• FROM INLET TO OUTLET SHALL BE 0.20 FEET. VARIES DEPTH OF FLOW CONCRETE FILLETS CHANNEL TO BE 3/4 DIAMETER OF J CONTRIBUTING - - ` - ,. a SEWER. i 4 t' n A. 12„ A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE --IN N.T.S FIG. S-I-A TD-25 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 CCNNECTED 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". S. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF MAIN LINE SECTION SERVICE LATERAL 45'0'0° —IN LINE WYE-TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES ( z7D•) MIN 2' TO IO' 7 cu, Fr. 18"-22 VALVE BOX #68 STON£ 42"MIIN : VALVE7E .. TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. N OTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. w-4 TD-8 R 12" ! L 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN BRANCH 2" FLEXIBLE CONNECTION --/ NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT o INSTALLED it 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' INTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRANG LINE BY HAND OR APPROVED MECHANICAL TAMPER OF PIPE O HAUNCHING NO. 68 STONE — _ BEDDING 5" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) 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 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 'ol AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE Ave I ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID Z z M.J. GATE VALVE WATER LINE •'P I 2500 P.S.I. .� CONCRETE c 2'x 2' BEARING AREA. THRUST BLOCK 4 A V 4 a •• a NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 1" COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL Q I" TYPE "K" --- SOFT COPPER FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SER`ACES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES I"x1'xt' TEE NOTE: NO SNEATEO FITTINGS 2, DUAL SERVICE R i" COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL I" TYPE .K. SOFI'COPPER FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIOED. SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC. PIPE. FCAST WON LID Ill FfliiSHEO GRADE 38- MIN. - COPPERSERER 1/e BEND COUPLING �s- METER CORPORATION STOP `1 2Nty( h y try NECESSARY YL SAND OR DUST UNDER BOX AND SETTER (2-INCH f"5'i ':',:•, �; �' !I;:(=;1y• ., ;r; -/S(r? 1 e DIAMEIER ORAN PIPE, t2- ;:: 1;=' LONG STONE POCKET, VDOT •C:% MINIMUM THICKNESS) SPEC 203, N0. 57 ACCflECATE :%1';L�.A•:.ii.�F`['': •:�� ", ;a TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 E E m �E P1G yNj " m Ut !a 86 la EQ 'I I Sa E IV'/E vP N ' Q -� gESY nE AE0 p E W s 6 o Q E L E � 6 E E �Er rt E T MJ E y am -L° 0 0 z OE 17 AT El AEDj U �I N N 2 LL 0 0 TYPICAL MANHOLE FRAME & COMER N.T.S FIG S-I-D TD-31 14 1/2" 12 1/2" 0 tit 18„ 6" PIPE SLOT (2 PLACES) [COVER LIFT NOTCH 12 3/8' WATER CAST IRON LID 18" METER BOX rip 6" EXTENSION NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUGH READ METERS. TYPICAL METER BOXES - (5/8"-1" METERS) NTS FIG. W-7 TD-13 (a) Y (z5mm) 1A Notts T2 a +• (83M"m) PIA 2 1/2' [38mm] 4 26 1/4" m 7' (667mm] �� (176mm] I [606mm] -'1 1 28 7/16" OLA 8/6• O O 36" D14 8 28' [914mm] [660mm FRAMESECTION 13/16 ['f -3 2' (51mm) LErFEAS GIELESSEP RUSH) 71�2 (791rt/im8] 1/8' 3 13/16" 0 22 13[97mm] 635m0 [� ��� [35mm] 8/16" O.D. OF GKT CAR BOLT [14mm] SECTION VIEW 1/4" (6mm) DIA SEES UGLY r NEOPRENE GASKET (2) WSHR 1/16 X 5/0 X t I/Z 18G0" Ru86ER PARfI 00981046 [ 1 5/8` (2) @LT kEX 5/6-1tXJ t/z 55 SEW pCNB� 5mm 2400 [4Tmm PART# Q0951250 1 1/6" (29mm) DW BOSS [6mm]-" 13mm .63 DIA. STAINLESS STEEL ROD (2) WS1R 5/e ID L50 OD 5S PLAN VIEW [ PARTI 00951318 PICKBAR i4 LOCKLUG HOLE DETAIL NOTES 2) NUi HX 5/6-11 ZN NYLK 7�23 ARl0 OM1284 t. ALL MANHOLES WITHIN 100 YEAR IGHT COVERS OR LOCATED SI AREAS SUB,ffCT TO FLOODING SHALL HAVE WATERTIGHT FRAME 6, COVER.) NUT 14X wtM 5/8-11 ZN 2. ALTERNATIVE L BE F FOR WATERTIGHT COVERS WILL O CONSIDERED. RfI 00981225 3. COVERS SHALL BE FIXED TO FRAMES SWATH LOCiCNG LOGS OR SIMIUAR ASSEMBLY. TYPICAL WATERTIGHT 5R LOOK LUG STioRq eARFI 00I235e5 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.8 FIG S•I-E TD-32 VARIES LVE BOX 4" DIAMETER BRANCH AND VALVEM.J. PLUG LVARIES ' WATER MAIN RESTRAINED JOINT FITTINGS ON --LINE (TYPE „B") VARIES THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP j LUBRICATE ALL THREADS THRUST BLOCK 1O METER BOX (SEE FIG. W--7) VALVE NO. 57 STONE M.J, FITTING 2" PIPE SLOPED TO DRAIN IF T - GRADE ALLOWS VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG, W-8 TD-19 FINISHED GRADE /-� AIR RELEASE VALVE BRASS OR BRONZE PIPE VALVE E GATE DRAIN TO GRADE IF POSSIBLE I h. BRICK SUPPORTS OR SOLID CEMENT BLOCKS rv� CRUSHED STONE TYPE "K" SOFT COPPER CORPORATION STOP 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 THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-20 TD=35 ,I r U CD Lu co Lu • (n CD 0 z O ( dN J < 0 W T V1 Q f J Jrr Cn � OU Q� Q y D- Z = Lu n O(A C7Ir W0 MO W � a < LO -jZ ��v ZO _O > x LLLL Z OCE > CD Cc LU N Q > Llj ui J 9 n U) UJ co Ocr Lu U) z zo=0 a. M U a- DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT of Dr�� o� f� Jimmy L. Taggart Lie. No. �22841 `vim �°.��01 SSIONAL E� Q !Z� V Cc W J LO cc z CC ® G tw� ( m VJ T Q -I LL U o J1n. az cq �-, W 0- D Ir N (.6 rW' 1� W 0- n < cc Q C cc W G F- O J W Ir VJ CQ G 0 DATE: 10-22-2019 SCALE: NA. - '. JOB: 8488 ' SUB: 2019-00170 SHEET: OF 24