Loading...
HomeMy WebLinkAboutSUB201900170 Plan - Revision 2020-11-30r 7S:I�TED�ATA�� OWNER.- BELVEDERE LAND HOLDINGS LLC PO BOX 7505 CHARLOTMSIILLE, VA 22906 DEVELOPER. • NEW BELVEDERE, Inc. 610 WEST RIO RD CHARLOTTESWLE, VA 22901 PLAN PREPARER. ROUDABUSH, GALE, & ASSOCIA7FS 914 MON77CELLO ROAD CHARLORESWLE, VA. 22902 (434)-977-0205 TAX MAP PARCEL No: 06200-00-00-016DO PARCEL AREA: 15.00 ACRES ZONING: R4 RESIDENTIAL (THIS PARCEL IS NOT PART OF THE BELVEDERE ZMA-2004-0007) STEEP SLOPES - MANAGED STEEP SLOPES - PRESERVED CURRENT USE VACANT R4 STANDARD DENSITY 4 DU/AC CREDIT FOR MAINTENANCE OF EXISTING WOODED AREA (1.52 ACRES SEE LANDSCAPING PLAN) ALLOWABLE DENSITY 4 DU/AC + 5% DENSITY BONUS 4+(4*0.05)=4.2DU/AC PROPOSED USE. STANDARD LEVEL CLUSTER DEVELOPMENT. 5 SINGLE FAMILY DETACHED + 38 SINGLE FAMILY ATTACHED = 43 TOTAL LOTS PROPOSED USE DENSITY- 43 LOTS/15 ACRES = 2.87 DU/AC MINIMUM LOT SIZE PERMITTED: N/A MAXMIMUM BUILDING HEIGHT 35' REQUIRED OPEN SPACE (25%). 25X * 15 ACRES = 3.75 ACRES FOR THE ENTIRE PARCEL OPENS SPACE PROVIDED: 3.80 ACRES (OPEN SPACE A, B, C) + 0.07 ACRES (TOT LOT) = J..87 ACRES TOTAL PROVIDED > 3.75 ACRES REQUIRED OK (2.32 ACRES IN PRESERVED SLOPES = 607 OF PROVIDED OPEN SPACE) NON-INRU SETBACKS BELVEDERE undnnenol @ I i awninunlllp i IIII :.��I uuuunwulni1°I )III IIIuII:IInlINInId lIIII IIIIII�II IIlIluNpoIlL:lnxIIuoN!uNIllIllI.lI.u:I.ryIIIIIlA/IIIIl: l IIInmnudmu0913 nI0I11111 TMP 62 PAR ROAD & UTILI �nNla111aa innnu1o1111i 1pnnll uvIXi :rnul11111 ........... dn... INIn:a IIIIIIIOIIIIIUIp1: flnlllll IIIIIIIII: I I I 9 I II non:al III I I 'I-°�! :IIIp °IIIII III III until ll IIIII I II. I I 4 ry IIIIII � IIII IIIIIIIIIIIIP61nll Nnnn:uunlll • ill l ry �I � In!d!undr �I Illlnumin!1 i 991 I I 17j1aill IIilllxn1111 rIIII 'IIII IIINIIAIIAanIN^ � IINNlllllllplllll I IIIIIINI��I %IIIIINIIIIIYIIIIItlrI � �II§II:IIIN I II Innmoll0 II IIIIWa III III lllllluprl � IIII IIIIIanlNll RIO MAGISTERIAL DISTRICT, COUNTY OF ALBEMARLE, VA FRONT SETBACK 5' MINIMUM FROM ROW (25' MAXIMUM FROM ROW) SIDE SETBACK 5' MINIMUM UNLESS THE BUILDINGS SHARE A COMMON WALL (NO MAXIMUM) GARAGE FRONT LOADING GARAGE 18' MINIMUM FROM THE ROW (NO MAXIMUM) SIDE LOADING GARAGE 5' MINIMUM FROM THE ROW (NO MAXIMUM) BUILDING SEPARA77ON MINIMUM 10' UNLESS THE BUILDINGS SHARES A COMMON WALL MAXIMUM NONE REAR 20' MINIMUM, NO MAXIMUM LOT TABULA77ON 5 SFD L07S 0.92 ACRES 38 SFA LOTS 239 ACRES RIGHT 01 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 MAGI57ERIAL DISTRICT STORMWA7ER MANAGEMENT SEE VSMP SU8MIT7ED UNDER SEPARATE COVER. WATERSHED: UPPER RIVANNA RIVER BOUNDARY SOURCE. PLAT DIVISION OF DUMORA" PREPARED BY W.MORRIS FOSTER, LAND SURVEYOR, DATED NOVEMBER 1, 1985' REVISED DECEMBER 20, 1985, RECORDED AT DO 875 PG 331. TOPOGRAPHY- AERIAL TOPOGRAPHY FLOWN IN 2016 BY BELL LAND SURVEYS LLC. TOPOGRAPHY S77LL UNCHANGED BASED ON A SI7E VISIT AND DESIGN PROFESSIONAL'S OPINION, THE SURVEY IS S77LL ACCURATE TO THE EFFECT THAT THERE ARE NO EVIDENT VARIATIONS BENCHMARK- FIRE HYDRANT 455.10, RIGHT FRONT BONNET BOLT, AT CORNER OF FOWLER STREET AND FARROW DRIVE DATUNM.• HORZ.: NAVD 88; VERT.: NAD83 FLOODPLAIM THIS PROJECT IS LOCATED WITHIN ZONE X" AS SHOWN ON FLOOD INSURANCE RA7E MAP. COMMUNITY PANEL NUMBER 510003C 0279 D. EFFEC77VE DA7E•FEBRUARY 4. 2005. PARKING REQUIRED.• TWO (2) PARKING SPACES FOR SFD = 2 * 5 = 10 SPACES TWO (2) PARKING SPACES FOR SFA = 2 * 38 = 76 SPACES ONE GUEST PARKING SPACE PER EVERY 4 ATTACHED SINGLE FAMILY LOT = 0.25 * 38 = 10 SPACES EXIS77NO ON S7REET PARKING SPACES REPLACED AT FOWLER STREET & FARROW DRIVE INIERSECTTON = 4 SPACES 100 PARKING SPACES REQUIRED (MINIMUM 14 ON -STREET GUEST PARKING SPACES REQUIRED) PARKING PROVIDED: SFD: 2 DRIVEWAY SPACES + 2 GARAGE SPACES PER UNIT = 20 SPACES (SEE SHEET 5, LOT 30 FOR EXAMPLE) SFA: 1 DRIVEWAY SPACE + 1 GARAGE SPACE = 76 SPACES (SEE SHEET 5, LOT 14 FOR EXAMPLE) 19 Chili GUEST PARKING SPACES PROVIDED ALONG FOWLER STREET 115 TOTAL PARKING SPACES PROVIDED RECREA77ON SPACE REQUIRED: 20D SF PER UNIT 43 * 200 = 8,600 SF RECREA770N SPACE PROVIDED = 2,800 SF AC77VE RECREA77ON SPACE 110,174 SF PASSIVE RECREA77ON SPACE (OPEN SPACE C W/ TRAIL) 112,974 SF TOTAL RECREA77ON SPACE PROVIDED RECREA7701V EQUIPMENT AND FACIUTIES, INCLUDING THE TOT LOT, SHALL BE MAINTAINED IN A SAFE CONDI77ON AND REPLACED AS NECESSARY. MAIN7ENANICE SHALL BE THE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIA77ON. RECREA77ONAL FACIL177ES SHALL BE COMPLE7ED WHEN FIFTY PERCENT (50X) OF THE UNITS HAVE RECEIVED CER77RCA7E OF OCCUPANCY. LANDSCAPING: SEE LANDSCAPING PLAN SHEETS FOR MORE DETAILS LIGHTING: ALL PROPOSED LIGH77NG KILL NOT EXCEED 3,000 LUMENS EACH OU7DOOR LUMINARIES EQUIPPED IWH A LAMP THAT EMITS 3,000 OR MORE IN177AL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDEN77AL DISTRICTS AND FROM ADJACENT ROADS ALL OUTDOOR LIGH77NG SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDEN77AL DISTRICTS AND AWAY FROM ADJACENT ROADS. NO EVIDENCE OF A BURIAL 517E WAS FOUND ON SUBJECT PARCEL. NO STREAM BUFFER(S) ARE PRESENT ON THE SUBJECT PARCEL THE SUBJECT PROPERTY IS NOT LOCA7ED WITHIN AN AGRICUL7URAL-FORESTAL DISTRICT THIS SI7E IS NOT LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. VICINITY MAP SCALE: 1 "=1000 FEET APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT DATE PLANNING / ZONING ENGINEERING INSPECTIONS DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VA. DEPARTMENT OF TRANSPORTATION NOTE.• 1. APPROVAL OF ROAD PLANS IS ONLY FOR THE ELEMENTS WITHIN THE RIGHT-OF-WAY. APPROVAL OF ROAD PLANS DOES NOT GRANT APPROVAL OF THE FINAL SITE PLAN, OR ITEMS OUTSIDE OF THE RIGHT-OF-WAY, SUCH AS PARCEL BOUNDARIES, OPEN SPACE LOCATIONS, ETC. 2. PUBLIC STREET RIGHT-OF-WAY SHALL BE DEDICATED TO ALBEMARLE COUNTY PUBLIC USE IN ACCORDANCE WITH ALL APPLICABLE SECTIONS OF THE ALBEMARLE COUNTY CODE. 3. ASSOCIATED PLANS WITH THIS PARCEL: 3.1. FINAL SITE PLAN SDP-2020-00036 3.2. ROAD & UTILITY PLAN SUB-2019-00170 3.3. EASEMENT 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 WTH RECORDATION OF THE FINAL SUBDIVISION PLAT "OPEN SPACE%TOT LOT TO BE DEDICATED & MAINTAINED BY THE HOA SHEET INDEX SHEET 1---------- COVER SHEET SHEET 2 _______ STANDARD NOTES SHEET 3 - -- EXISTING CONDITIONS & DEMOLITION PLAN SHEET 4 ---- OVERVIEW SHEET 5 ----- LAYOUT PLAN SHEET 6--------- SITE PLAN SHEET 7---------- UTILITY PLAN SHEET 8-------- GRADING PLAN SHEET 9---------- CG-12 CURB DETAILS SHEET 10--------- ROAD PLAN & PROFILE - FOWLER STREET SHEET 11 -- --- ROAD PLAN & PROFILE - FOWLER CIRCLE SHEET 12 - ----- ROAD PLAN - TEMPORARY FIRE ROAD SHEET 13---- ----- ROAD PROFILE - TEMPORARY FIRE ROAD SHEET 14-------- SIGHT DISTANCE PROFILES SHEET 15--------- STORM INLET DRAINAGE MAP SHEET 16------ -- STORM SEWER PROFILES & CALCULATIONS SHEET 17--------- SANITARY SEWER PROFILES & LATERAL TABLE SHEET 18 - - FIRE ROAD CULVERT DESIGN SHEET 19--------- LANDSCAPE PLAN NOTES & DETAILS SHEET 20-------- LANDSCAPE PLAN NOTES & DETAILS SHEET 21---- ----- LANDSCAPE PLAN NOTES & DETAILS SHEET 22 _________ NOTES & DETAILS SHEET 23---- ---- NOTES & DETAILS SHEET 24------ -- NOTES & DETAILS LEGEND EXISTING INTERMEDIATE CONTOUR a32-------- EXISTING INDEX CONTOUR - -300- - PROPOSED CONTOUR 20 EXISTING EDGE OF PAVEMENT EX. EP PROPOSED EDGE OF PAVEMENT EP EX. C&G EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER OG-6 TRANSITION FROM CG-6 ROLL-TOP OG 6 ROLL-TOP EX. 15" RCP EXISTING STORM SEWER T 15" RCP PROPOSED STORM SEWER i 1 ! I • EXISTING SANITARY SEWER —_ —• —• —• —• —^ — PROPOSED SANITARY SEWER PROPERTY LINE EASEMENT LINE --- CENTERLINE — - — - — -- LIMITS OF CLEARING ANDIOR GRADING n�uauseeeemauwomns� EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION +12.0 EXISTING TREE DRIP LINE EXISTING TREE EX. 15' OAK PROPOSED TREE OAK EXISTING WATERLINE PROPOSED WATERLINE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING WATER VALVE - PROPOSED WATER VALVE — PROPOSED WATER METER EXISTING REDUCER —^ ^ PROPOSED REDUCER —• •--b -• HANDICAP RAMP (CG-12) DENOTES LOCATION OF STD. VDOT —� CG-12 AND/OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION PARKING INDICATOR 1z INDICATES THE NUMBER OF TYPICAL PARKING SPACES BENCHMARK SOILS BOUNDARY VEHICLES PER DAY COUNT 1,234 VPD PROPOSED STREET NAME SIGN + EXISTING SIGN —u PROPOSED SIGN —� SANITARY MANHOLE IDENTIFIER 1z STORM DRAIN STRUCTURE IDENTIFIER 18 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 SUBSTAN77VE CHANGES TO THE APPROVED DESIGN DRAWINGS ANY 17EMS NOT REDLINED" ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO BE "CONS7RUC7ED IN ACCORDANCE KWH THE DESIGN AS SHOWN" NAME, T17LE DA7F FOR: TRACTOR) A U m o UJI co 0 U O oL100 d N > o OU ¢CO a w C70 W o = o W 0(n °a J� ZO O> W LLO &&0 Z O > N W N Uj J Co>� 2 0 0 w UO LU W w _�= o awCJ a DESIGNED BY: WN DRAWN BY: I ARC CHECKED BY: 1 JLT D v.IC. No. Q. 22841 /17/2020 �ti0' 31ONAL S$ Q z_ 0 w J g W C.p W d Q a = J U UO E- w Q z W N U x W (0 1 0 C> U Q Q W Q W a:In �W V! 0 Q 2 O T DATE: 10-22-2019 SCALE: 1 "A OOU JOB: 8438 SUB: 2019-00170 SHEET: t OF ]24 IF GENERAL CONSTRUCTION NOTES PLAN NOTES 1. THE OWNER WILL DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE DURING THIS PROJECT. CONTRACTOR SHALL REPORT DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED. 2. THE DESIGNER HAS CONDUCTED NO STUDIES DESIGNED TO DISCOVER THE PRESENCE OF ANY HAZARDOUS SUBSTANCES ON THIS PROPERTY AND ASSUMES NO RESPONSIBILITY OR LIABILITY RESULTING FROM THE PRESENCE ON ANY SUCH SUBSTANCE. 3, THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES, THIS INCLUDES ALL NECESSARY PERMITS, INSPECTIONS, BONDS, AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH THESE PLANS AS WELL AS LOCAL, STATE, AND FEDERAL POLICIES. 4. PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE RESIDENT ENGINEER OR HIS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY THE CONTRACTOR. 6. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST EDITION) AND THE VDOT ROAD AND BRIDGE SPECIFICATIONS (LATEST EDITION). 8. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERING DESIGN. Q Q WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 9. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 10. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. EARTHWORK. DRAINAGE. & SITE CONDITIONS 1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR BE NO GREATER THAN 2:1. 2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THE FILL. 3. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. 4. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VDOT ROAD & BRIDGE STANDARDS (LATEST EDITION) UNLESS OTHERWISE STATED WITHIN THE PLANS.. 5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, AND IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS. 7. IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE PROJECT MANAGER AND ENGINEER BEFORE FINAL GRADING COMPLETION FOR ADVICE AND CONSENT. UTILITIES & DRAINAGE SYSTEMS UTILITIES 1. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT CONTRACTOR'S EXPENSE. 2. THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES. CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE NON-EXISTENCE OF UTILITIES. AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION, CONTRACTOR SHALL NOTIFY MISS UTILITY (1-800-552-7001) AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, POWER, PHONE AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES LOCATED, AND TO HAVE THEM REMOVED OR RELOCATED, OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE RESPECTIVE OWNER, IF THE METHOD OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE RESPECTIVE UTILITY'S RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES SHALL BE BORNE BY CONTRACTOR UNLESS INDICATED OTHERWISE. CONTRACTOR SHALL EXCAVATE TO LOCATE BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL AND OR VERTICAL ADJUSTMENTS TO ITS WORK AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH UTILITIES. 3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISIING 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. 116 CONTRACTOR RESPONSIBILITIES REGARDING ADA COMPLIANCE 1. CONTRACTORS SHALL PERFORM WITH REQUIRED CARE AND PRECISION IN CONSTRUCTION OF ADA (ACCESSIBLE) COMPONENTS AND ACCESSIBLE ROUTES WITHIN THE SITE. THESE CONSTRUCTED PRODUCTS, AS THE CONTRACTOR LEAVES THEM, MUST COMPLY WITH ALL APPLICABLE STATE AND LOCAL ACCESSIBILITY LAWS AND REGULATIONS AND THE CURRENT ADA AND/OR STATE ARCHITECTURAL ACCESS BOARD STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, INCLUDING REVISIONS OR UPDATES. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE(S) FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE OR EXIT, MUST COMPLY WITH THESE ADA OR ACCESS BOARD CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: 1.1. HANDICAP PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.07) IN ANY DIRECTION. 1.2. RAMPS (CONCRETE OR OTHERWISE) - SLOPE MUST NOT EXCEED 1:12 (8.37.) FOR A MAXIMUM OF SIX (6) FEET. 1.3. LANDINGS -MUST BE PROVIDED AT EACH END OF RAMPS MUST PROVIDE POSITIVE DRAINAGE AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) 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 2.087.) 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 8.37.FOR A MAXIMUM RISE OF 2.5 FEET MUST BE PROVIDED. RAMPS MUST HAVE ADA HAND RAILS AND 'LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DIRECTION (1/4" PER FOOT OR NOMINALLY 2.08%) FOR POSITIVE DRAINAGE. 1.5. DOORWAYS ALONG ACCESSIBLE ROUTES - MUST HAVE A 'LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.087.) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICCANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY CODE.) 1.6. IF PROJECT INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN, NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF THAT WORK. IMPROVEMENTS PLACED BY THE CONTRACTOR MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS. 1.7. CONTRACTOR SHALL VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON -CONFORMING CONCRETE. 2. CONTRACTOR IS URGED TO REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE AFTER FORMS ARE SET AND PRIOR TO COMMENCEMENT OF CONSTRUCTION OR IMPROVEMENTS. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN AN EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. B. UNLESS OTHERWISE NOTED ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE- CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TEST PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9 (A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION TO ANY EXISTING ROAD A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING GRADING OR OTHER CONSTRUCTION. 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY VDOT. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. THE CONTRACTOR SHALL FIELD VERIFY THE LENGTH OF ALL STORM DRAINAGE PIPE. 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A,B OR C). 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY. 12. A MINIMUM CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. ADDITIONAL CLEAR ZONE MAY BE REQUIRED DEPENDING ON THE CATEGORY OF ROAD DESIGN. 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. THE CROSS SLOPE SHALL BE MAINTAINED AS SHOWN ON THE PLANS. EXCEPTIONS WILL NOT BE ALLOWED. 14. ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGNS, ETC.) ARE TO BE FURNISHED AND INSTALLED BY THE DEVELOPER PRIOR TO ACCEPTANCE SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL" AND THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. THE LOCATIONS OF ALL SIGNS ARE SHOWN ON THE PLANS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE STATE SECONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE DETERMINED BY VDOT PRIOR TO ACCEPTANCE. THE SPEED LIMIT IS TO BE POSTED 5MPH BELOW THE DESIGN SPEED. 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS, 17. USE VDOT STANDARD CD-1 OR CD-2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS. 18. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT INSPECTIONS AND ARE TO BE ACCEPTED INTO VDOT'S MAINTENANCE PROGRAM AND OWNERSHIP. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT AND/OR COUNTY INSPECTOR PRESENT. IN ADDITION, IF HIGH -DENSITY POLYETHYLENE (HDPE) PIPE OR PIPE SYSTEM IS INSTALLED, THE CONTRACTOR AND A REPRESENTATIVE FROM THE PIPE MANUFACTURER SHOULD HOLD A PRE- CONSTRUCTION MEETING FOR INSTALLA1ON TRAINING. THE PIPE MANUFACTURER SHOULD SPEND A MINIMUM OF TWO HOURS ON THE JOB SITE DURING THE INITIAL PIPE INSTALLATION. CONTRACTOR'S RECORD DRAWING REQUIREMENTS CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ANY CHANGES SUBSTITUTIONS, ALTERATIONS, VARIATIONS OR UNUSUAL CONDITIONS ENCOUNTERED OR IMPLEMENTED WHILE ENGAGED ON THIS PROJECT. THESE RECORDS SHALL BE IN THE FORM OF REDLINES". 'REDLINES" SHALL REFER TO THE CONTRACTOR'S HAND ANNOTATIONS USING RED COLORED PEN/PENCIL TO DEPICT ACTUAL CHANGE, SUBSTITUTION, OR CONDITION. PRIOR TO CONTRACTOR REQUESTING PARTIAL OR FULL PAYMENT, CONTRACTOR SHALL PROVIDE THE OWNER WITH AN UP-TO-DATE CONTRACTOR'S RECORD DRAWING. SPECIFICALLY, THIS SET OF PLANS, ISSUED TO THE CONTRACTOR AS FINAL CONSTRUCTION DRAWINGS, SHALL BEAR THE REDLINE" MARKINGS LISTED BELOW AS WELL AS THE CONTRACTOR (AGENT OR SUPERINTENDENT) SIGNATURE AND CERTIFICATION BELOW: 1. REDLINES SHOULD ALWAYS BE ACCURATE NEAT, LEGIBLE, DATED AND REASONABLY SCALED. 2. ADD LARGE RED LETTERS TO TITLE SHEET WITH 'CONTRACTOR'S RECORD DRAWING' INCLUDING CONTRACTOR'S NAME, DATE, AND OTHER RELEVANT INFORMATION 3. CONTRACTOR'S REPRESENTATIVE OR SUPERINTENDENT SHALL INITIAL EACH SHEET. IF A SHEET HAS NOT BEEN CHANGED AT ALL OR NO MARK HAS BEEN ADDED, LABEL THE SHEET ONLY 'NO CHANGES' 4. IF A SHEET HAS BEEN CHANGED OR MODIFICATIONS HAVE BEEN ADDED, LABEL IT 'REVISED' 5. USE WRITTEN EXPLANATION TO DESCRIBE CHANGES. REFER TO SPECIFIC ACTIONS INSTEAD OF REFERENCING CHANGE ORDER NUMBERS OR RELATED DOCUMENTS 6. USE CLEAR LETTERING 7. NEVER REMOVE OLD VALUES OR DETAILS, JUST REDLINE OR "X" THROUGH THEM. IF THERE IS NO ROOM FOR THE NEW VALUE, YOU CAN GO TO THE SIDE AND REDLINE THE REPLACEMENT VALUE. 8. PROVIDE THE REDLINE DETAILS OF CHANGES OR ADDITIONAL INFORMATION INCLUDING BUT NOT LIMITED TO FABRICATION ERECTION INSTALLATION LOCATION SIZING MATERIAL DIMENSION ADDITIONS RELOCATIONS SUBSTITUTIONS ETC 9. BE SPECIFIC WHEN MAKING NOTES TO UNDERGROUND UTILITIES, SHOWING EXACT LOCATION, DEPTH, AND MATERIAL USED (EXAMPLE: SEWER LATERALS) 10. PROVIDE ALL NECESSARY INFORMATION OF CONTRACTOR'S DESIGNED SYSTEMS OR SUBSTITUTIONS 11. CROSS OUT ANY PLAN REFERENCE TO "APPROVED EQUAL" AND REPLACE WITH ANY SPECIFIC INFORMATION OF VARIANCE USED DURING THE CONSTRUCTION PROCESS 12. ANY CHANGES IN INVERT ELEVATIONS, GRADE MODIFICATIONS, SLOPES, AND RELATED INFORMATION ON PIPING UTILITIES, EARTHWORK, ETC. SHALL BE REDLINED. 13. RECORD ALL UNEXPECTED OBSTRUCTIONS, COMPLICATING FACTORS, UNSUITABLE CONDITIONS FOUND IN THE PROJECT AREA INCLUDING ROCK, UNUSUAL TOPSOIL CONDITIONS, BURIED DEBRIS, ETC. 14. ATTACH OR INCLUDE ANY SHOW DRAWINGS OR SUPPLEMENTAL INFORMATION TO THE CONTRACTOR'S RECORD DRAWING 15. CHANGES MADE AS A RESULT OF ANY REGULATORY OR OWNER INSPECTION PROCESS CERTIFICATION STATEMENT: THIS HAND -MARKED SET OF DRAWINGS HAS BEEN REDLINED" TO PROVIDE ACCURATE DETAILED RECORD OF ANY SUBSTANTIVE CHANGES TO THE APPROVED DESIGN DRAWINGS. ANY ITEM NOT REDLINED" ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO BE 'CONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWN". NAME, TITLE FOR: DATE (CONTRACTOR) A U z w I�1 � m o U Z oN. 0 O w �5> cn F- 6) <Ld C/) Q r J c Cc OO ¢ai a w o Cc C)0 0 M 0 Ir 0 W OQ JnQ QZ �a0 Z 0 001 CO xCO 0 LLZ 0 5 0 [L N W N Lu w N J C?co J n m> n U rn O w JO v U) 65 a' z = 0 o_ rnU a z 0 rA N 0 a 0 O z z LD z z z z � z z z z a w w w w u 0 0 0 0 0 0 0 0 0 r �: r �: z z z z 0 0 0 0 U u u V 0 0 0 0 N N N N w o 0 0 0 r N N fV 0 0 0 zti N m a DGfo~'"P iU99Jiartw��a��'�G Q z_ (7 0: Q w LSD Ir Q Q rW/� c9 m v J J Q V] = W v_ E--, O J Q z z F W D_ O� CV0 06 W U Q Q E, Q W co Ir_ Q W ir m Q O DESIGNED BY: UVN DRAWN BY: 'CHECKED BY: ARC JLT DATE: 10-22-2019 SCALE: NA JOB: 8438 SUB: 2019-00170 SHEET: 2 OF 24 1.1 M 0 an 0 `= 0 N O ll- Ir 80 0 80 160 240 , SCALE: 1 "=80' LFUTURE PHASE 5B nSTEEP SLOPES (MANAGED) 11 STEEP SLOPES (PRESERVED) 95 SOIL LINE TYPE (SOIL TYPE) BOUNDARY LINE INFORMATION LINE BEARING DISTANCE L 1 N 81'23'05" E 26.04' L2 S 29'18'35" E 27.36' L3 N 71'09'25" E 27.84' • 1 VAVA��v/�//////// /// Ir I ; ,1`,1\VI1111\\ \\\\\\\\�' /// // /// 1 '1 '\\I:\\, '� • (li4'}111".' II IIII\ \\\ \\ \\ �- % IIII// /// / I I I I I - .\I\II'I IIIIAAA VA VA VA/ ///// j// //// 11 r'; / / ; _ '4% // / . i III I 1�. ...... III\\VAAA\ \ / / // / / / / / / 0 t \11\ 1_( / / I / I / / / 1 . / / - / , / , / I I I , .. I I G / / A i / / / / / 1,I. •.,\ /)) I / I I I / J / 7 - / w 1 I / I / I •4/i r-'__ i / / / / Q JI6" a \ 11 � ) - \ �----as' I 1 1 I / / j , • • , / / -- - - i ,/ / / / .1a:'' I , • I I'II1 / / / j / - _ \ \ \ \ \ \ \ \ • I I 1 I / / A • ! i / /' / _____' _ ' STREAM a I II. PI I4, 1 1.' / // - _ \ \ \ \ \ 0 , � a I * :N/ A / / / // - - I .*. . . - . .. , I . . I .. S I I . ...... . . . ... . �' I . I , / / � NN. "", � - - - \ /. . . . ... \ / //// I Ir --- - - - - - . . . . . , . . . q , - . \� .... \ - - -Z - ° • • • • • • --' ---- - i ' l \ \\\::. /\ \ \ \ '' j I/ //. \/ y7 V \.. \ \\\ \ \ / / I '1 11 A -tea / 1 1 1 A 1 AV'.. I I -',lll/// ...A .� 1aA VA\\V / / / vv vv v A r •__ j ai___- / /; II 11 I r i ',' V A A\ \ l / / / li / /I A any I T—�� /! �, a�1. \ AVA\\VAS ( // / / // / i / 27C ,'' / ar III i / �.� V\\ \ / SOIL TYP • '1.® ( E' A /� 7/ /I vAAA\VA( / / / / ® •_ ' , \ \\\\\\ / / / l /'BELVEDERE LAND ,'/ ��* `, / /' � I I \VAy \ J/7 / / HOLDINGS LLC // ,\ .. �rpec n >� g \\ /1 / a / ,/ / III r �� . .. .SG• .. ` - ]ne . " . !J I ' \ `\ `� / / / 1 / \ 1 /: 1 i I 1 I I / / / / TMP 62A3-1 �--'' II ll�1 / , .. L. \. ////' /'... I I / / / VACANT = /% / 1 / ' /, / I / / 4 _-_ // eL fin I / / / I ( I I J / /� /' //'-- _-''/ ' ^' '� / Ill I i I i A V A / ZONING: NMD 1 I/ / • / 90.78 ACRES l v -- d 1 111\ l ` `\ 1 / l / I / // ',' 1/'/,/wes a7 • is/'i /./.. �'�• / /�'- --' '../''I ..•-*- .. •'a' �. 1.'�' 111 III\\\\\\\ I\I\I ( //I/ I I l / / ' //, - /,(j ffi� 1. I / / / I' /r / / / / : //_"1__l '' - / � -// / / / /-_ _ - I .. �` % r° % \ a lY 'I / / i ' / / l / / / I / � ` I 1 a 1 / / / //,' ,','--- - / / -- i � \\ .�:..1 • •0000,000 F \ 10 l / I l / / l / l l / / 1 I i / .- / '' -' 1'° �/i I I l / I / I I / . / , I, / + ' ''/ r--',-;-'--" .', d $ -.'. ,.o' 'A l / I I / I I / / / I l I \ ,//%II I11 ) r;I/i f I I I / , , , / Ei = ' j ' s �°•a -_�_� .,. "\`� ,/ii�/� /� I/ l I I i I( ! IfI i I i I ;ALL EX SIDEWALK, CURB &CUTTER \ � 1.'•a• / / ------- \ - '/i / ' %/'/I l / 7/ I I i i I • ON EAST SIDE OF FOWLER STREET TOI.r - - - ��� \:., \ \--- ; _'' / , / J I l \ / I I I I I • BE REMOVED .. Y '` BELVEDERE , \ \ l l I , I I I I • _ t \,a, _ /// '� ° \ aMLLItMP 62- 6A NN P / 1 / I \ f J I 1 I I • - "`i\ t \� - i S° a • \I zo✓'1°NG R% . I 1 I \\ \ I I I _ - °a•� \\� PHASE 5B ;', ,', '\ _ _ - r / / / '' • EXISTING i I — _ � - - _ / \\\/ 1 / / • / I I i •a0 �\ -- e_a-'•- �'____ - - _------ \ --JT� i-\ \ \\ • 1 \ •1 i 1 \ \\O \ ` \ \\� `.\ \` .. \\\\\j1' I I , .• OUTFACE/ / I ••(SOILTYPo -_� `� - 0• — ----------------- \�\ -' / • � \ _ \ \r I . 1 l y a \ \ -- \ \ Ar `_-_/ \ \ I 1 \ . \ \ \ \ \ ` \ e ° ` , \ : \\ —1 — 1 • • SECONDARY ACCESS �. I / / \ \ ,a _ \\\ y_ PROPOSED TEMPORARY \ \ \ \ \I. • / — 1 •• t L \ \ 1 \ • \ \ \ \ \ \\ \\ \\ \ \ \ , Ya ➢� \ \ \ \ 1 / - I I I a I I / , , — _- - -' I a T/ 'l-_ W / / // `\ \\� \ .1. . - � _l � / * -4 - - - - I \� o __, \ ` \ ` \ _ �� � DASHED LINE / - ••• ••a ��\ \ '/ _ / ,_ I i i I I �\ \ \ \ __ \ \ \ \\ \ \ . \4s \. . I I / / ' \ _ \ • \ \ \\ \ \ \ - NE INDICATES - _ " - \ \ 4' i - - _ • \ \ RG� ' 't .:" MILL & OVERLAY LA.W i I /' a . • \ '.\ I i 1 I I I / - - \ \ % \ \ \ \ \•. \ \ \ \ \ _ _'\ \\ Ir 1 I / - I ��— • • \ / / \ I �I I I l I I I I \ \ \ it \ \\ \` `\ \•. \ - \- \ - � - VDOT WP-2 DETAIL I I T / •• \ % , \ --- �'f I i i I l + i I /' \ \. `._ : \ \ \ \ \\ \ - G ij / ,� /IJ/ / / / I,+ // .' -v ��� r� / / PROPOSED STREET & a 0' • i , A • • • • • • • • • • • I 1 \�� ---- _ \ i, \ •�`. `\ -,� PCi 1 / - WATERLINE CONNECTION POINT •'' / I / \ _ _ •.• M I I I y_ I / \ \ \ _ \ \ \ \ ,. \ \ \ . _ 1 /a/i, l 1 ' / ,, r,-r \ X • I / ' • / / ••••aa• a•aaaaa ai'{a•-aaaaao••e sas '�1 I I \\ \ `\\\`�-- - �, \ \ I \ \\\ ` `\ ` `. �\ \ ,1�1IG '�< NEW -C -1-='%%JrS; ; ; / / r, - • a a '\ '� \ ,'. . l / /: O. / . J, a ®®a ®° • ®� ,�y �� I r \ll ------- \` \ \ I 0 \ \ \\ \ C �1 ' `. _ _ ,SLY' % \� _ / fx \�: , • • \\ \\ ", --''- i ' • - • / / •r ' /' \ IUOVED -° ° s .�,- i I _ 1 \ n `\ \ P i \ ' •� \o \ \ G \ 'BELVEDERE lNC eMeav-�mto s1� �/ ..r:. a:_ _ • •a / i / • •/ / / /' - \'- I I' \ \ \ \ 1� \\� \ R \ %PEd.PiaRlprlal // ALL EX. ASPHALT TO BE 0 BELVEDERE LAND / a / / /' �I ` \ \ . ! \ \\ �F. TMP 62G-07E \=s_' mlPonFly3af f ' - — t:, I / / /' / PHILLIPS, E L &. \ \ -/ � _ / / • , Cam_ :. . \ \ 1 1 .5, \ \`. \\ \\ .a\ \`\ \\ �` \ �. `. ` \\ ,— _ _ I; t , /� ...fry � , \\a• \REMOVED UP TO DASHED LINE HOLDINGS LLC • o s i a a� • i I i .' - � _ - _ - - \\ \ \% - - ANN P - o e \ \ ' Ey VACANT _ 41 , 1 ���;, /, / \ .. \ _ — — — � TMP 62-16D / \ TMP 62— 16A \ .. Via.. .`.. ; \ `I I ' _ - - -- a Q - _ �\• \ , \ \ \ " ZONING: NMD /, / _ ' / , n1 1! 8 § Y \ / / / / \� \ \• N \` Y Via;' :,I N ¢ _+ ,^ '/ ;� --- a ' OPEN SPACE -"'" / r' / \''- ` \ •i 1 I I f 1-Y l `. ` `l \ \ `, `\ \ \ 2. 18 ACRES •.1 ,q r i r:4� ,,Y, \ I , \\ \\ \\ \` - ,, �,' . , / / / , / / / / �\.` 'ay. \ �.� ,..IIII, - --\ \,& •, a — \ '\ /. \. \ �', ( .\ \ ' / / / / , , / . , \' RESIDENTIAL • I I �m�. , a \ \ N , \ ,' - \, � 0 �, ZONING: R4 \ \ \ ,_ " I a - : , r • - ZONING R4 /% IN o --- .;_` \ \ v' 1 I I Ia I I b I I /\ `\ \\ \`.\ f. \ \. \\ `\ `\\\ \\ `\ `\ \ \0e '�°' :\\ \`V' j� • `,p"i '\�\ \ \a \ \ `_- ' . ' / / / / / / // i/ `\\. \-------u•____-_ ^r^-'Y�^ rr , I I I 1 '• , / 15.0 ACRES / , / / / / , _ ti\ , III ` _ y \ `\ \ \art h I I l I I l l � _` j� '\ \ \\ \ \ \ \ .r E0 'P \. / ,i ��//a \\ \• \ , '-''' \ \ \ \ / / / / / I / / /,///� `\ A� \\\ -als-_ ,'' _ I I I I I 11 \ \ \ r �' I a \ \\ \\ \\ ` \ \\ `\ i= :,."' \ / " ° .\w „. \ S ` -- / , , - \ \\ \ \\ ... ' I / , , ' - \ `. \ _ I 1 I I I I I I I� \ '< \.k • _ / -' \ ♦ \ / IIII/ /. \\\\ ` / f I 1 IIIIII \\ ma y\\p\4 �,,4i 0'1 I I l l al I 1 / \ ti \ \ ,\ \ • �,9�` a \ - - / r -'-\ \ \ . PROPOSED % / l 11 / -' \ \ \ \ \ \ -. - - _ / / I 1 I '�,\ \ 1, I I 101 I 1 I I l I I f \ NN `\ \ \ \ \ ' &'� ��,.. \ "�x+ ".I 0 . \ \\ - / /- - / / ' \\ \\ \ \ / / / / I / r__ \ \` ` \ \ \ \ \\` - _ �.ne� 't. l � l I / l I I \ \ \ • a\ -.ea- _ \ \ i ( / I I �� I I P, I' I I ' I I / ' + Ij I \ \\ \ \ _ \�`. \ \ \: ' \ 4'�, 2,''O \ . •• �,Ro , \ .L �46\ ; _ _ i ' , ' •` \ STORMWATER , I % / I 1 I , \ \\ \ \\ \ __ - I ' ' I 1 ` \ I I I!\ II 1 1 1 I I 1 1 / I / 1 \ ♦ \ \ \ \ \`_\ \\\•�\\ \\ \\ \\ \\ \ o, C>,-_li 3ea� \ v \ -... • ate° \ cs^�p \ y '!' 'at \ \\ -' -' i ,' \ \ \ / l I I l \ \ \ \ \ `-\ "- _ -- 1 / , l I I I 1 I , I I \ \ \ I I I I l � -ke `\ \ • \ \ \ n y \ \ \ / cos \ ' \ / \ • _ /- ' '/ // / \ ♦\ \ \ \\ \ ... / II / I 1 � \ \ - ¢e - -_ /� ' / S 11 1 I I II 1 1 1 11 I tit % I 111 I I II I 1 \ \ `\ \\ \ \ \\a \ \ \ \•a+°'. \.!� \ %` \/ e' \\ \\ \ ` \ - - ' -- , , \ \ \ . DISCHARGE AREA 1 I I 1 / a \ \ \ \ _ _ -,'. - _ --.ra ,' , I + I I ! I I I I I 1 I 1 /\\ 1 I 12 \,i I, 1 I I I I I 1 I I \ �\ \ \ ', \ \ \\ \\ NO \\ \ \ \\ \ \ .``, \ \ \ • \ / ea • '� 1 \ \\ \ \\ •\ -- - \ \ \ t I / 1 I / \ - _ _ __ I 1 \ 1 I�I'y. I It I I I \ \ \ \ \ \ \ _ \ \ \ \ \ \\ \\ . • �'.,R'ri \ • \ / ',I \/ \ \ _- \ \ \ � __- . / I I I ' / I 1 I I 1 N , I I \ \ \" \ \ \ \ \ \'K \ \ \ Q p4- 1, • \ \ ` \ - \ \ \•,a na / I f I I I / I I I PPP\\\ I 1 \ .��\ \ \ \ \ \ 1 \ `,a . ----- '// / / I / I IIII I I \ \ \ • -- -'."---------/ I 1 / / l I I � I 1 I I I \ \ \ \ ♦ \a ♦ `t \ \ \\ • ` \ \ \ \ e:` \ \\ \.-" x\\ \ i / / / /\ \ \ \ / / / / / f / I I I \ < I z �\ ' I I I \ \.\ SIDEWALK ON WEST SIDE OF FOWLER \ \\ <"'•/ I I - r' .' \ \ \ \ \ .' f 1 al I `I\ `. . r \ \ _ •�'--- `- _ I I I l I i I ' ' \ 1 I 4 I I I 1 \ ` `. \ I \ \ \ \ a \ \ \ • ` \ '/ `=------ I 1, \ \ • - - - 'y��� • I l l b� 1 \ \ \ \ ` `t` `\ \ a \ \ `\ \ ` TO BE REMOVED UP TO THIS POINT • \ \ `, \ ' g 1 1 \ _ - /-'/ / -' / /' \ \\ . _ _ _-'' ' /' / / i l I I I I• I I I , \\ \\ \ \ air _ — _ _� / i I I 1 I l I l i 101° I 11 I ��t \ t\\I 11 'I ' \ \\ \ \` \\�`�\ _\ I \ \ \\ \ \ \\ \\ \\ •4\ \ \\ il".4 .r `._)Al i • ..\ •I \\ d`,\1q 1 \ ' / , \ - - I 1 I I f I I I I , l IlI 1 'I ?t 1 1 I ',\ \ 1 '\ \ \\ `, a `, \ \ \, PROPOSED TEMPORARY \ \ \\ o \ \ \ \ \\ '!,\ \\ \\ . IIII/,.... , . \ . \ \ ' PROPOSED ., 1\' 1 ;_� � . _+�q--- - / , ,W 1069:24' `, \ \ '+------ — _ _ / / , I 1 I 1 1 I 1 I / Iu/I j� '1 \ \ \ \ \ � \ l \ \\\ f \ \ \ \ \ If d : • \ i > \ %l 1 ---___ • , \ _ _ I \ \ \ \ • ___ / / 1 I f I ll /, / , \ \\ \\ \\ \ \` _ / N 23'S-1'30,' • _ a ` - �- _ _ / I I Il I lul \ �\ \ \ \ \ \ . \ I \ . \ \ \ \ !i .:.�. SANITARY' 11_ / / \ \ \ \ \ / , 1 I I I I I \. \ \ --- _____--_---- '' / / li l i I I l I i i i ilii'lI 1 \ \ 1 \ \ \ \ \ \ //' \ • \ \ \\ \ -1 \ \ \ \ \,\ \\ \\ \\ \ ) \ `\ I LOCATION CONNECTION - \ / v�. � � SEWER _ ___ _ _ — ; a ` \ \ \ \ .. .' ' \ \ •I e A' 11 � -- - '' / ' \\ \ \ \ \(.S°01L TYP TMP 62F1-D / / , ,., \ \\ \\ \ —„� _ ` I l I 1 1 I I 1 m f/ I \ \ \ \ \ \ \ \ \ ♦ \ \ \ I \ 1 , , ,�- x \a \ \ > /. \ /a / / \ CONNECTION '0ti- \\.\. - - --'' / '' \ \ ` / / / / 7 / / I / 'I / `\ \ \ `, ' ------ -was_-` --- --_ ; / / / 1 I 1 1 1 1 I 111j \ \ \ \ \ \ \• \`, 1 1 POINT �`\\ _ \✓,�' I I \ a > 1 ?' — ' \ \ \ \ `. OPEN SPACE / ' __ _ I I I \ �\ \ \ \ \ \ \ \ \\ \ \ \ a I I I I I I q , : , \ .\ _ \ ,\ \. \ \ \\ \ N. / ,, '*vl 1 \ . 'A'' "` - ---' \ \ \ `\ \ Its-' - / : ' / % % \\ '------ +_ - ``` __ ` ---' / / / 1 1 I 1 I I IIII 1 \ \ \ I / / •a \ .,. ?�./ I \ 0 \ POINT - h / ! ---- _ -- -- I \ \ '\ I I / \ . ZONING: R4 • , . • / - ._ ✓ I I 1 I \ \ \ \ \ \\ ♦ \ \ \ \ \ al I 1 / / / 1 I / V Ah `� \\ /\\ ) //,/.,,'' ',: ,.',(F:%' ' \\ \\ \ \ % \ ` \ \� \ \ 1\\ �`\\ r-� - \ -- 'i /' /' / / / _ -_ ______-__- \ //' ��// I I I \ \i \ ,� \\ _ 1.tY' \ ---- i � / ,, / __ "°_ ___``` `_ '/ !\ I II \ \ \ \ \ \ \ \ I I I I I / MI \ ...:. r \ \` \ I I / \ \ \ \ \ \ \ \ ' \ ` "a _ . / •/ ' / / , /'` , ,/ \ _� - _ - / // -------------- _ — /\ \ \ ` \ \`', '. `\ \ I 1 al I 1 / l i f r 1 ( I 1 �. ` ,. / /..i..\ \ \ \ \\ \ ' - ---------- - - • - / / _ / / / / / / 1 I 1 1 I \\' 1 / cY- i .. �. __-a' . , i ..,i... x' \ \ \ \ 1 I:. \\ \ -. _. \ \\\ \ f .- __ :".4:. s., � -/,.i / r\\` / / / / 1 I I I II\\ \ \ I \ \ „ ,\ I I a1 1 I 1 / I 1 I 1� Qa \ , // . / 1I /- . \ \ \ `\\ / ,-, \\ \ ._ \ \\\\ \ \ �_. \ V �. - _--'----�-' / / / `-"`----------------- �`\ _ ---- _- ' ' / i / \ \ I I ,. ,�\ 1 I / I / 1 1 I I IQ o. \ / / ' ----' �S-. , F?'.'. ;,',:; 1):k'; �cf/ I \ \ \ \ \ \ - y :': n;'Y \ i \\\ \\\ ^ \\� \ �h\ \ \ ++e_ "• ��� _ _____ _ ______ - /-' '1 �:.%. / ____ _______________-_ -\ _ _ _ 7 09 ACRES - i .k.. I \ •I .:✓ •-_\ \ ' \\\ \\ \ \ t\ ' � l� t < - _ - i,. /,/ / I -aee _ _ -- \ _ '' /' // / I / I I 11 \ I \ \ 1 I I ',:,J I '\ \ 1 1 al 1 I I 1 I I I I 3�� ` \--/'/i'// -%/ :: i. ..... \ I- .. /,• \ \ \\ � \' \\ �\`� ���•_. .. - - - //- , i / \�-` ---- \\�� _ / \ \ I I I 1 I I 1 I I / I '-I T - , ✓ i..... ':.Giil 1 \ \ ♦ / \ \ \ \ \ - _ - . rr.:Y � - _ - / / ' / / / I 6 / I I 1 I - /i - ' .. \\ y \ :, :... \ \ .:. \ lll- \ \ \ ,\\ \ \ - - -- / / i ._------- \ _ _ / / \ I 1 I I \\ I ``) I I 1 I I I _ ^II - !:r ` - \ ----- '- e- _--------- _ _ -----' / l I 1 I \I I I I I r / lot II I 1 1 I I I O 0" --.- . - ... !:(tl \ \ ":'.. \ \ \ \ \ ., \ �. \\^ _--- % -------- - _ ' 1 I \ 1 ' I ' I . 0 - - - / / / I ..... . ,:.-`sf''. h \ \ \ \ •`✓ \ • `. . \ \ \ \ C' ` - _, •..-. / ��� _ \ _ __ / / / / / / / I I I I 1 I 1 I 1 I 1 \ \ - / 1 {` -I... ' :.../ x. 1 I is \ \ \ ) ,�,'„ / ;\ , I I ,P` - -- •v.` yy...A%.r, - y-.. �, ---- ___--- - \� - . / / / I I I I ` I ( / • I I I I " - - - - G::::j.11..:. N LS .Y • :: i / I q ..\\. _ _ _ -- - �.1.. c _---- - _ - - / I / / / 1 - . /...... ._ ................ : I _ - 1 1 I !� I 1, 1 I I 1 I / - - ... .:...... • \.... s \ .. \ \ 1 ,.:.<_/�/ r / / / ... .. -_`.._ - - - - _-----' - __`_ _ _ - / I I 1 I 1 V ' I 1 I I I 1 v - /- - . --... .-C /. _._; !'n,...... . �. �. � � /`e\ 1 \ ..::: .. '` ✓------ 9 ... ....-. _ ,-.�....:-'� ./..- ../ - / _ \ �-��_ _��� ____------- / i �T;� \ 1 1 I , I I I 1 1 `5 \ -/-' - - �1�- ,.n../ :. ::/ �: 1 :. \ M I ,Y � ::/ \ • \ / / -� �... \ I __ , , - "`-- f. ..:4 -:.C': ,..- --____ _ \\ / / ,11 �` , \ I I I I 1 1 I I, I 1 I' 1 I I 1 \ ,. -- -- f �''.�... ::: 3� I h:: \ 1 *j` -:>,'. ,:::. _11 _Y .. ' - '%' ' ^ --- ---- ' ---_ - - ` _ �\------- /\ ' • / - I I I ,I I I I 1 \ - -'/ 1-. .'.. ,.. :. ,':! ... ' • .. .. L' /?:, \ . \\ 1 /. y /. � \ Y---'`--1 -- ✓� _-- - ----- _-- ---\ `\ �`' -----� / / / / I �. I 1 I I I 11.1 I 1• 1 1 L-------- �'-'cty" 44'(�'id?".y' c..,_.,. '1p, \\a 1\ I::': :a.. ,j" -,I 1 , - _ '/ --•----_ - - -- --- ------ \ 1 .`.\. �� ------ _' ' , 1 \ 1 1 I t \ L - - -.. ,..... -� ..,.. ..:, a :. :. /R 1. \ / 1 / / ,....1,1L. "i \..... .' - • I - \ - - - \\ \ �\ ___ c - - , - - - ---- - - - - _ I , ., \ / / \ - - - - - �� - - - c ,:. \ \ \ \ 1 I 1 I I \I I,, 1 \ a l \ \ \ �,-- - .'! . !.; � / � -- / \t ..; \tp♦ .,- • \ \ :,^ .�+, „ ::��/ \\ • . 1 / /. / , r'\. ...��„ J' .. \ \' \ \ _ ., .. _ \-. � \ I , - --'// - -- � � _ �� �� �� ��� �_ . \ \ .. \ � _ � _ ----- - -- 6 zU f--1 w ° 5 U o U -m O Nv 0 O rn o � J> ° �m aw = V) V/ Q ,-- �j J =0, CE - 5 m W d = w cl CtdDin z EE w c�wo °Q zna I J Z v U Z0 O o> W W w0 O N M aM wN Q � ,a co _1O �-> �w m U 0 UW J W ) 0 z = rn= = a_rn U z 0 F- ez V 0 1 w 0 z _ _ i_ 0z W z o ,n ,n � v1 H �-H H a z z z z w w w w w 0 0 0 0 0 V V V V z zF z z 0 0 0 0 U U U U w 0 0 0 0 o 0 0 0 Q Q 1� N N ti N N O O O O Z.-I N M 7 DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT OF *�PyTH `f�or2, �O� //� o . U 7 9 9 Jimmy L. Taggart Lic No. 2• 22841 �0F�1,1/1o 7/2020 G\:k &SIONAL '0 Q z z (5 121 I > a III J O ��/Q Z- " Q I --I w w CD nQ a_ T Q Q Q J LL = U 0 � _�a_ ir v� J o � LL N O v) dSwc�� z Li Q Fr O Qw�Q x ° z ir J ¢ u m � z Q co 2 g DATE: 10-22-2019 SCALE: 1 ":80' JOB: 8438 SUB: 2019-00170 SHEET: 3 OF 24 I I, FUTURE BELVEDERE PHASE 3 SDP 2019-00079 M HOLDINGS LLC IMP 1 1 '•\ VACANT ZONING NMD 90.78 ACRES I 1 H V1 \ Ln 1 \ FUTURE PERMANENT % ALIGNMENT OF GRAVEL FIRE / ACCESS ROAD. LOCATION / PROPOSED ON BELVEDERE PHASE 3 SITE PLAN Ln 5 41•2535 _ _ __ % BELVEDERE LAND HOLDINGS LLC TMP 62-16D j' OPEN SPACE ZONING: R4 15.0 ACRES g y?o T-7 I , OPEN SPACE I I I I 7,7777�7 N It PROP. RET. WALL BY OTHERS. LINES DENOTE WALL & GEOGRID (TYPICAL WHERE SHOWN) OPEN SPACE os o Irt I� I^ I ti FOWLER --S-----___ — STREET(g' RpW) .1• O� ��26o SF IOP N SFACE C �-� �_- ._- j � w ,. \, � dam, ,."•, ; 1', . / - / / � �� � \- —_ I --f L,Rj - \ \\ zl or A E f� TO 6 /� p \ \ ♦ 'N \\ \\ \ `\ \\ \\ ,a6� 6qG/RRS, G 0 pNt NM / v \ �j _ \ �`\ \`Niovll PIG 4. RCS sr PROP. ' STORMWATER MANAGEMENT FACILITY I / " OPEN os PROP. RET. WALL BY OTHERS BONDSTONE VENTURES LLC TMP 62Fi-D OPEN SPACE ZONING: R4 7.09 ACRES LIO w h v � VDOT TEMPORARY � � ROAD BARRICADE \ ♦ ♦ ♦ ♦ 1 � 1 I � I I N 2J'51'JO" W 1069.24' STREAM - FUTURE BELVEDERE PHASE 5B PHILLIPS, E L & ANN P TMP 62-76A RESIDENTIAL ZONING: R4 \ 50 0 50 100 \ 150 SCALE: 1"=50' m U 7 m p w � � U Z ON g Qa 0 Ow �> U Frn w VJ r J 2 ED OU ¢cC.n a-Z IE o Z w J °a Qom= U � ZO xwa 1L o> N aW N Q ui w � � W 00 O J r 0 w U O 0 w Ell Q Z _ o a rn U a Z 0 a U N 0 w Q z 0 H z z z z d w w w w w 0 0 0 0 0 0 0 0 0 z z z z 0 0 0 0 U U U U 0 0 0 0 N N N N w o 0 0 0 r N N N N Z PyT/H op Jimmy Jimmy L. Taggart Lic. No. 22 41 �n "9SIONAL S* a z 0 J Q J w m Q _< J0 W J w Q Z W F w 70 06wCOU o o QCE w � OJ x° °C �w'� CE W � 0 Q Ir DESIGNED BY: UVN DRAWN BY: ARC JILT 'CHECKED BY: DATE: 10-22-2019 SCALE: 1 "=50' JOB: 8438 SUB: 2019-00170 SHEET: 4 OF 24 LEGEND FUTURE PHASE 56 STEEP SLOPES (MANAGED) STEEP SLOPES (PRESERVED) BTL: BUILD -TO -LINE OS: OPEN SPACE FOWLER STREET 58' PUBLIC ROW 33' FC TO FC 6' PLANTING STRIP 5' SIDEWALK FOWLER CIRCLE 49' PUBLIC ROW 24' FC TO FC 6' PLANTING STRIP 5' SIDEWALK BOUNDARYLINE INFORMATION LINE BEARING DISTANCE L 1 N 81 `23'05" E 26.04' L2 S 29'18'35" E 27.36' L3 N 71 °09 25" E 27.84' LOTTABULATIONS SF AC SFD LOTS 39,874.59 0.92 SFA LOTS 104,131.37 2.39 ROW 64, 645.41 1.48 TOTLOT 2,860.00 0.07 OS -A 6,051.49 0.14 OS_B 49,421.00 1.13 OS-C 110,174.00 2.53 FUTURE 276,242.13 6.34 TOTAL 653,400.00 15.00 FOR BENCHMARK. SEE EXISTING CONDITIONS SHEET CONNECT TO EXISTING ROAD. MILL & OVERLAY I.A.W VDOT WP-2 ALONG DASHED LINE. CURB & GUTTER TO BE CONSTRUCTED AS SHOWN S0�/0 ALIGNMENT CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing C12 112.46' 200.00' 3213'04" 57.76' 110.99' N 36.53'53" W C13 126.74' 200.00' 3618'27" 65.58' 124.63' N 38.56'35" W C11 482.57' 200.00' 13814'49" 524.39' 373.74' S 3613'14" E LEGEND: SFA = SINGLE-FAMILY ATTACHED UNIT SFD = SINGLE-FAMILY DETACHED UNIT 5' GRAVEL SHOULDER NOTES: 1. ALL STREET DIMENSIONS ARE GIVEN TO FACE -OF -CURB (FLOW LINE) UNLESS OTHERWISE NOTED. 2. THE PROPOSED ROAD CENTERLINE ALIGNMENT FOR THE PREVIOUSLY APPROVED SECTION OF FOWLER STREET EAST OF FARROW DRIVE (SUB 2016-213) TO BE DEMOLISHED IN ACCORDANCE WITH WHAT IS SHOWN ON SHEET 2. 3. ALL RETAINING WALLS OVER 4 FEET WILL BE DESIGNED AND SUBMITTED UNDER SEPARATE COVER. 4. ALL RETAINING WALLS OVER 30 INCHES IN HEIGHT WILL HAVE SAFETY RAILING. 5. OPEN SPACE HEREBY DEDICATED TO THE HOA 6. PUBLIC STREET RIGHT-OF-WAYS SHALL BE DEDICATED TO ALBEMARLE COUNTY PUBLIC USE IN ACCORDANCE WITH ALL APPLICABLE SECTIONS OF THE ALBEMARLE COUNTY CODE. 7. ALL CURB & CUTTER ARE TO BE CG-6 UNLESS OTHERWISE SPECIFIED 8. ALL RESIDENTIAL ENTRANCES AND EMERGENCY FIRE ROAD ENTRANCE TO BE CG-96. SEE DETAIL SHEET 22 9. RECREATION EQUIPMENT AND FACILITIES, INCLUDING THE TOT LOT, SHALL BE MAINTAINED IN A SAFE CONDITION AND REPLACED AS NECESSARY. MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER IF RENTAL UNITS OR A HOMEOWNERS ASSOCIATION IF SALE UNITS. 4 S_ BELVEDERE LAND HOLDINGS LLC TMP 62A3-1 VACANT ZONING: NMD 90.78 ACRES PROP. RET. WALL, GEOGRID & SAFETY RAILING. WALL DESIGN UNDER SEPARATE COVER BY OTHERS REAR � -- ---- S 5, BELVEDERE LAND HOLDINGS LLC TMP 62-16D OPEN SPACE ZONING: R4 15.0 ACRES - - -I-� - -I- - 20 gINIMUM REAR 1 FUTURE BELVEDERE OPEN SPACE C ♦♦ P HAS E C Q • � /�V J V OS - 20' MINIMUM REAf� SETBACK kTYP) 1 I i I I I I I MIN. 5' - MAX. 25' I I I I a I FRONT SETBACK (TYP) OPE PACE A I v``, N I I ¢ 18' GARAGE I I o I� I I P I I N y I I SETBACK (TYP) � I I I I l a 55 RO I I I 1¢ I I I i.OD N I I cn N w a I E PCCE BOLLARDS vwi I ,i N r F\R r--------------- - - - ` r - - , ---- I~ (REMOVABLE) \\ i----___ao �- - - - I------- --------- ----- -' -- J- --_ --_- --- 14+00- R=20� - -I- - - - 15+00 343.01, 16+00 a R_200' FOWLER STREET (58' ROW) s2o° 47, z1.sr'E�--__ 17+00 U 18+oD 6' PLANTING STRIP (TYP) ��� s 5.' SI E ACK YP T LO OPEN'SPACE/ \ _ d 2,86o SF FENCE / FENCE. SEE SHEET 24 SCREENING FEN 7 - - - - - - - - - - � • SEE SHEET 23 - �-112 46, R=200.ob \� - V SCREENING FENCE. / �� v \ SEE SHEET 23 d=32.1304 - p\ \ 7 7 / / /--------- - 1 SCI \ \\ �C�� F� // i ! SEE SHEET 3� / \ 18' GARAGE / / ° �., i / \- SF Psi \ SETBACK X cAff / 18' GARAGE) \ /' / b^ MIN. 5' -MAX. 25' /QQ / / / SETBACK (TYP) j \ \\' �9 \ \ FRONT SETBACK (TYP) W / s 94 R25 0 0 t 99 CD DIVERSION OF \ RUNOFF TO SWM FACILITY \ Ilk VDOT TEMPORARY ROAD BARRICADE r - "DROWNING HAZARD" SIGN r r r r r r r / / YS OPEN SPACE B \ SCREENING FENCE. / /, // *\ \ 'A\� �.l �FP �r /' SEE SHEET 23\�.. ` `' I J / Y•' �/ / /Q� " \ / / / / \/\ \ / \ , - I _ / ° l ! \` / �4 DROWNING \� SFO \ ` \ F° �( - r - `�-_--~ \V\/ /.. .� ���: f 6y3 \/J� HAZARD" SIGN / 2 _ 071 � F / 'EWALK \ / ! MIN. 5' -MAX. 25' SID- FRONT SETBACK TYP /x \ > e JG C�-� / \\ / 4 1 EXISTING SIDEWALK \ / /V0 NE• B Q6E2����9 N6 P, R1 P°R,6s TO REMAIN pgpe' \1+JPo , Cites L_48 �oE SU --- J5' MINIMUM SIDE 1G0 SETBACK (TYP)-- PROP. l //// L-- b_ STORMWATER 1kII Q \ /\> MANAGEMEN T 000 \E 2FACILITYg0L01 N N<// ; 0 J J/J J 20 NMIUM R R SETBAC4 YP A - - - -- L- - OPF;N/SPACE 6"DROWNING \ \\ \ \ �'------- c9tkcC OEN��t,� g�01 / - -- - i AMP6 G RENM� i/ JPGP`�G RES \ 10- v �00- S1D _ \ as \ \\\ 5 0962G1 \\,�, a SJPGP NG.. RES SON PG PROP. RET. WALL, GEOGRID & SAFETY RAILING BY OTHERS. - LINES DENOTE WALL & GEOGRID (TYPICAL WHERE SHOWN) OS HAZARD SIGN BONDSTONE VENTURES LLC TMP 62F1-D OPEN SPACE ZONING: R4 7.09 ACRES STORMWATER DIVERSION CONVEYS 'WATER TO THE PROPOSED STORMWATER FACILITY UNTIL THE FULL BUILD -OUT N 23"51 '30" W 7069.24 I�® r r 0 30 60 90 I U m U ° � N � Or^ Z O ;o Je Cc) v/ V] a) < J Q w _ 0 � > = w m ao 48 Z_ 7 W Oco oa 0[wr0 J�Q Ir I fa0 3: aZ za 05 wO Gn u O5 N dCc w Wco N N IJ -0U ' O W a U O O w mm-M =rn= z o d rn U d DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT PLT/H 0p `tic /7 Jimmy L Taggart Lic No. 4 0 11/1772020 ES-10NAL 8�G Q L z 0• a.c�� Q J = LU J Q E j CE cV 06 LU a Q w /F ` O> J01, Q`_ W m F L O DATE: 10-22-2019 SCALE: 1 "=30' JOB: 8438 SUB: 2619-00170 SHEET: 5 OF 24 Q o w LEGEND FUTURE PHASE 513 STEEP SLOPES (MANAGED) STEEP SLOPES (PRESERVED) BTL: BUILD -TO -LINE OS: OPEN SPACE FOWLER CIRCLE 49' PUBLIC ROW 24' FC TO FC 6' PLANTING STRIP 5' SIDEWALK FOWLER STREET 58' PUBLIC ROW 33' FC TO FC 6' PLANTING STRIP 5' SIDEWALK TYPICAL DIMENSIONS: TOWNHOUSE DRIVEWAYS WIDTH: 10' SFD DRIVEWAY WIDTH: 20' DRIVEWAY LENGTH: 18' MINIMUM BEHIND R-O-W TOWNHOUSE PORCH: 16' x 10' TOWNHOUSE UNIT DIMENSIONS: 40' x 22' LEGEND: SFA = SINGLE-FAMILY ATTACHED UNIT SFD = SINGLE-FAMILY DETACHED UNIT ---- I I - - cn_ IiI,:_- � I Ir iI II Ir -N-- ---I Ir , r--- -- I � i - r--- IM ulCOI iOP ONCE M OI 6,051 S I `�C II N if M aii¢� l rn co I WM N (n M� I N I II I I- I N tD i I I I 1 O0 Ij MQ M °i ~N Ll N N Q Q I I I F _ L____ _ LI ET� I L_J L L _J - Y L I IL .. _ -a1 5 �25' TL J F - J I L L J CG-96.. PROP. 5' CONCL . SIDE ---------- - \v _ - — - — - ELECTRICAL TRANSFORMER (TYP). FINAL PLACEMENT TO BE DETERMINED BY DOMINION POWER POSSIBLE LOCATION OF CBU, FINAL —� LOCATION TO BE DETERMINED BY POSTMASTER IN ACCORDANCE WITH ALBEMARLE COUNTY DESIGN STANDARDS III II I I � I, /-�- FH (TYP) FOWLER STREET SANITARY MANHOLE (TYP) /� - (S8' ROW)STORM INLET -------____- - NO -PARKING r \ `_PR_5' C C. S D TYP) — - O - SIGN- \, — - - - FH O 12 TOT LO lT PEN SPACE savoy CG-12 \� CGOQ 5'-25'BTL ^ \ ' _z�86oSF- TOTLOT & FENCE. ROAUNGN / r CG 12 PROP. 5' CONC _ S l \ - - - - : - { - _> I j -\ \ II d DETAILS SHEET 24 — E� \ 5 DECK ^ \ >-. DECK\i TOPSIGN .�� / �-- "°' \ \ \ 'i �> r.` �> \�O• I I \mot., \� / �' \ n 7 —i— — _z r ///i��` L}J \', it/ �\ / < ..v \ r / '• rr r 2''S �� ° cs cp ✓< ry P rr r I \ \\ \ scl.�S b r NO -PARKING Wb SIGN �\\\ %d /'' �` \ �\ \ i i I 6 \" O� f \ / / \`\ may' '� \\ \\ \ '�/\ � `.`: r ' I `� \ 6° F` `✓' � / ° ° : , .{S I I I \\ \\�,f 3y S�S� \����\` \ \ \ �\ \<`.i✓� '-�I Lr `\ // � �.i �\ \y/ 8l ii Qom' xb I III 1 1 •i' // i' ,�O \\\\ \\ � � - � - I I I _--_-j � � i / / \ i r �O 18' GARAGE ; SdTBACKJ i i I IV 31;fY NO-PARKING7, _SIGNS \nycb5 FH P / O .1NERN01 �Z �5� �a / �0 5�/ : a� o- ro s �E51 G'• DES 11 x \r 0Q� s r \Q�� /Q ck (" `\\�\`..' / /j % %� l llj y l,� I I ` II -- II — III II II \ 1' \ `.\ ' \ \ \ \ \\ U EACH SFD HAS TWO rr l H l i I I \ \ \F_ c� DRIVEWAY PARKING /'i i r l h I I I0 it _ iI III ^ I I \ \ \ \ \�' > V 0- SP(6 S & TWO GARAGE < /r / / l% 1 �co`re I I I I o i' " r` It \ \�''' OESIDE� rj �o\PARKING SPOTSf//: Jy I PGrING `/ — — — — — — L------ \\� PGE l'.\ w\\ \ \ ZG \ / a \ 01 CONNECT TO EXISTING ROAD. MILL & OVERLAY I.A.W VDOT WP-2 LnQ V1 d- o '�r1 I II I�Q ill m_¢ 111i10 '¢-. N cl N j, I QlW 11 r N I IN , I I W r,j U7 11 N 11 J V/ it I I L 1 I L_-__J ------ 20 REAR SETBACK I I I OPEN SPACE B � Q, w cotico,,� " I Q p Q p Q �'� � m m PROP. RET. WALL, GEOGRID & SAFETY RAINING BY OTHERS. - LINES DENOTE WALL & GEOGRID (TYPICAL WHERE SHOWN) 49,421 sf OS "DROWNING HAZARD" SIGN BONDSTONE VENTURES LLC TMP 62F1—D OPEN SPACE ZONING: R4 7.09 ACRES EACH SFA HAS ONE DRIVEWAY PARKING SPOT & ONE GARAGE PARKING SPOT VDOT TEMPORARY BARRICADE DIVERSION OF RUNOFF TO SWM FACILITY "DROWNING HAZARD" SIGN OPEN SPACE B "DROWNING �T HAZARD" SIGN 0 PROP. STORMWATER MANAGEMENT FACILITY ELECTRICAL TRANSFORMER (TYP). FINAL PLACEMENT TO BE DETERMINED BY DOMINION POWER I � 1 • I •� ` \ I � I N 23"51 '30" W 1069.24' 1 1 30 61 91 1 i 1 1 1 1 1 1 1 1 1 0 U g w V Z aN O o ;0 Y j ° p01 4w = C/1 Cc W Z 5; 0- Z a: o W OQ Zg_ J a _j ZO O55 CE W wO IL o> N d w co N Q > N U w o J_ n i n o w cp O Q 0 O m 04 U W J w n< z a 0 a rn U a z 0 d CC u cl a 0 Z cj oz z on n v n 0 z z z z d w w w w u 0 0 0 0 w 0 0 00 o u u u u z z z z 0 0 0 0 u u u u 0 0 0 0 w o 0 0 0 a 0 0 0 0 N M V z Jimmy L.Taggart UC. No. 22841 W4 �oF11/22020 E3SrONAL Eta Q Z 0 _j Lo J w (D m ILL Cn r a Q J 11 LLI O J Q z a w O- � D Er N UU Ew 06 W M Q� Q W J w Ir m co 0 lr DESIGNED BY: UVN DRAWN BY: CHECKED BY: ARC JLT DATE: 10-22-2019 SCALE: 1 "=30' JOB: 8438 SUB: 2019-00170 SHEET: 6 OF 24 ACSA GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENT OF THE PERMIT SHALL GOVERN. VDOT MUST BE CONTACTED AT LEAST 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY ATTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR CONSTRUCTION INDUSTRY (29 CFR PART 1926). NOTE: LOT 1 - 14 TOWNHOUSE UNIT ROOF DRAINS AND FOOTER/FOUNDATION DRAINS TO CONNECT TO HEADER PIPE AS SHOWN PROP. V/W ACCESS & NOTE: MAINTENANCE STANDARD DETAILS FOR INFRASTRUCTURE EASEMENT ^� �v IMPROVEMENTS SUCH AS UTILITY MANHOLES, PIPE BEDDING, UNDERDRAINS, UTILITY CONNECTIONS AND gg STRUCTURES ARE SHOWN ON SHEETS 22, 23, AND 24. PROP: TEMP GwII CO_ = - I ejee -------- -----5 9517 •25,35 S q1- BELVEDERE LAND HOLDINGS LLC TMP 62-16D PROP. RET. WALL, GEOGRID & OPEN SPACE SAFETY RAILING. WALL DESIGN ZONING: R4 UNDER SEPARATE COVER BY 15.0 ACRES OTHERS --------------- - ` - ® 1% LOPE } 390 MP�OF 8" SCE{ 40 PVC ---- ---------------- ANOU P WHERE 5' GRAVEL O P� -- - SHOULDER T rGSS EPSEUE PCCESS R r- BOLLARDS --------_- �` II II it ii hzl II II r I R� iL_J 6 5+ �S3• ,+ E GJ �� i A- __-f CCE OP Y �< "1 40/� ASSEMBLY � 8" DIP CL52 WATERMAN —'—' - - - - - - �- - -- - -- - -----_ — ~�~ -----------~- � /' _ � LOT 34 � —•—• WATERMETER i I — ~- 8x8 TEE; 3 GATE .---- _ = / VALVES &BOXES _ — — -- --- � - — _8x8 TEE; 3 GATE - N EASEMENT /' / \' VALVES & BOX i ' VDOT CD-1 UNDERDRAIN d — — - — 11.25 BEND - (TYP WHERE SHOWN)", FHA- -'" ° - J--D�LLIT�QP_Dl1ISP9C,t�. l -- O \ - POTENTIAL LOCATION OF ELECTRICAL TRANSFORMER (TYPICAL) ti oA 15 HDPE n s r FINAL LOCATION TO BE DETERMINED BY POWER COMPANY / `.- 4` _ � ' ^ ' `� / ter\ � LOT 36 WATERMETER - - y-�- EXPECTED PRIMARY ELECTRICAL SERVICE 11.25 BEND11 \ / i - ° \8" DIP CL52 WATERMAN % `:`. > �r LOT 35 WATERMETER T /i ' err r ti SIGHT DISTANCE CONNECT TO EXISTING WATERLINE. s� `r CONTRACTOR TO REMOVE EXISTING BLOW OFF \EASEMENT AT THE WATER CONNECTION POINT f 0 ; /*' s/. �r��r\� _ 0 15 % / �r u"�w %�� \ \ / \DPE / i% \— w—ter \\/ \\ 3 N / F \4\ J \ <•. /i / 21 w 5 R WATERME \PRIVATE SEWER \\ > ` J c 1\ ' SIGHT a � < ' ; � `.`. / '�� \ 4 \ Qt 42 � ��'�� � �� 2# ,'; � LATERAL EASEMENT ---- �s, LOT \ / / '\< DISTANCE ,' ii \ WATERM \ R / % �'� BASEMENT�v� J \ \ L 40 I WA \ METER \\\ ��/ /. ♦$� 6/ "LOT 38 & 3' CD-1 III I, I CONNECT CD-1 © WATERMETERJI I II', I STORM'\STRUCTURE / F �^ i� ! , / .'gE��1RD PR p1DPGR�S/ �\ \% \\.. \6@\ \\\\ /�'y� '\• i i i ��� - •�• O �\ _--- - '/� /'/ \�\�\AP& s�gF, �S \ �OS•`0\� d 2 \\ \y 0V� /" / ' ` `� ' 1 - " - - i '/ `� �\ \�� 0�� P\� \\ \ d o NI / 0 \ \ Gn PR 01 � >6 �` v �'13 -- `�+ - � , 15 . , '\O��`OP�\oS�O� \\�✓.'��I �i \ \ ,�V- u, / \ S 62 �1P 0 J wK SANITARY SEWER & VW / t _ _ o o�E RQ \ ✓r s/ P EN NM 6 Os \\ ; ; / LOT 37 ��E 10U. E Jv r�\ EASEMENT. SEE SHEET 16 j > CD-1 \Zs R ONIN PGR r� FOR PROFILES &MATERIAL / WATERMETER / �,`\- ' - - \ Al� \\ 16 \ •O� 66, r a �`� i i / / i i r -- _ -1 - --� _ ---, �P �G \ \ > I •,js \�� ,�' \ i'i' i / I r ��, / r -1 -' __-, - --__, I I 1 � � G� �. ✓'/ PROP. TEMP. GRADING AND O• \\ / / i -_- __--, __-=--, i - CD-2 OI ER PIPE \� \ 4r / / Ir rr _ , `\ CONSTRUCTION EASEMENT NG r i r r i AT SAG SEE ROADIi 1 / Q �\ \� /� / I I I l III j l II II II 1 I I I \ 00 r( r\0 r / / i 11 i i PROFILE 1 i \ j' w r \ S4 2 P < rr RNT 60-INCH MANHOLE 6LG RESI p of WITH INTERNAL DROP `\r .-�- I'i i i ill it a\W I /i 1� m r\ / L \ y{/{�/ t LF OF 8" SCHD 4VC 0 y1 I L------ G•' Pw� \IP NIN GRE Date \\ \ \\ / ®r % MIN SLOPE L'=--- J \\ 0 c_ --- . L----- - \0. \ \ \\ \ 2 1rp V •\ \\\y / ram"°\ iL, I r IL - ---' - ---i 11 \1 II ` �_ J y / "DROWNING A`\ ` \\` \ /\ G \ o / % J -- r-- - --- - y HAZARD SIGN IN` �� ��SZ N F---- --- ---- ----- ---- -- Ci----- ------- ------- --------- - - - - - \ZGee01 ,\ �s \ PROP. 22' oo co� co oa \�\ o In 41 i \ ,'' a dy \ ACCESS `\�� • r O 0• / \ r� \ \ NOTE: ALL SFD UNITS TO HAVE MAINTENANCE C , \\ \ s G �b '� SPLASH BLOCKS AT FOUNDATION Q o \ \ \ `\\ wn6 0 �� \ 6- 9 DRAIN & ROOF DOWNSPOUTS TO EASEMENT a Qo oQ�Q >\R v ENSURE SHEET FLOW. THE YARD �3� Q0? L bo AREAS WILL BE m m m BONDSTONE VENTURES LLC \ / y'� \\ `\�•\ wc7mP SRN ��'1 RN�1P \\ GRADED/SEEDED/LANDSCAPED AS 501 62 \RRs O /\ �\ NECESSARY TO FULLY STABILIZE y N THE SITE TO PREVENT CONCENTRATED FLOW LEAVING PROP. RET. WALL, GEOGRID & ON PG SAFETY RAILING BY OTHERS. - ,Ile- \ \ \ 2 THE REAR OF ANY RESIDENTIAL LOT WITHIN THE BELVEDERE LINES DENOTE WALL & GEOGRID PHASE 5 DEVELOPMENT. (TYPICAL WHERE SHOWN) 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 TMP 62F I -D OPEN SPACE ZONING: R4 7.09 ACRES O PHASE LINE ,\ FUTURE BELVEDERE PHASE 50 BOA & PLUG = VDOT TEMPORARY BARRICADE _ 8x6 FHA � \\ ASSEMBLY "DROWNING HAZARD" SIGN RUNOFF DIVERSION r TO SWM FACILITY DROWNING ♦ . � ��� HAZARD" SIGN �♦ - j,C I II ♦ r PROP. STORMWATER ' MANAGEMENT ; FACILITY 1 , i i i , ' 1 i C , i 1 s 1 N 23»51 '30" W 1069.24' 1 1 30 61 91 1 U s m w CO CO V ZQ UN 0 O o go) a)< J * LL = V/ Q J � 0U aU) a 0-Z O� =w 0 w oa Zw� Q Ir J v U Z Z0 O> rn x w0 0 > N d I W N /y1 N "FQi`Jli' a >� Lu W N F- ri) w O U O w n U) Q = Z o o rn U a_ z 0 a 5 0 w Q O z LLLL- CG F- 1- F- �u 0 0 0 0 0 0 0 0 z z z z z z z z 0 0 0 0 V V V V Q 7 N O a 0 0 0 z N m d z DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT�Ej Jimmy L.Taggart LLC. NO. 22 0 W4 � � 11 /17�241020 lbw :11370NAL E�yG Q L z � C < 0 ` Q W L J ILL U) < o J L LLI a- :D c 06 Lu C Q C W G O> a` Jfr i— < a uj W F eM, DATE: 10-22-2019 SCALE: VI JOB: 8438 SUB: 2019-00170 SHEET: 7 OF 24 � I ALL SLOPES WITHIN THE BELVEDERE PHASE 5 DEVELOPMENT WHICH ARE GREATER THAN 3:1 MUST BE STABILIZED WITH LOW MAINTENANCE VEGETATIVE GROUND COVER OTHER THAN GRASS 5' GRAVEL SHOULDER - -- - BELVEDERE LAND HOLDINGS LLC " 1a36 LEGEND --- TMP 62AJ-1 f / i STEEP SLOPES (MANAGED) VACANT ' - - - 90.78 �96 a ZONING: NMD A / E% .. ACRES i - S 55 �9 --- - Opp - � STEEP SLOPES (PRESERVED) i kk — 408. . TP- DENOTES TREE PROTECTION � - � 0 4\p ; FENCING. CRITICAL SLOPES TO BE FENCED a ti 412 OFF PRIOR TO STARTING CONSTRUCTION. FUTURE PHASE 5B R SEE DETAIL ON SHEET 21. g5.��+ 41418 v \ 4- n E . . 420 �, s do d o Al.o , �, ° ZJ 1.17 ACRES CTREE SAVE 6 Y•; rp\ - (DECIDUOUS TREES) 4 PROP. R_ET.-WALL GEOGRID & atia . _ _. \ SAFETY RAILING. �1ALL DESIGN S. .. UNDER SEPARATE COVER BY __ LVEDERE LAND HOLDINv OTHERS _ _ 4.. .' . \\ TMP E I - � 2 ED OPEN SPACE � � _ i ♦ -�� FUTURE - ZONING: R4 PRO V W - .. / 43_ + P. / ' ACCESS & I5.0 ACRES i ' / �♦ �� PHASE 5B • - MAINTENANCE ♦. BELVEDERE Q EASEMENT ; . . �O�`I 6� 9 0 - -' R I N EASEMEN ems. `3m I -- ♦ - - CONS1RDGj10 HEIGHT - - ---" - --- -- • \ Y3 m � q4 4 ND o -• MAX HL• - " /•- I a s� TEMP. = ------ " pRGp --- -- - --- - ---- - - --- - - - - " -- _ — ---- ' ' _ - — - ♦ ------ --------------- -- -" _- �-- \�' `,,_ ' ,_!' _- ,moo ♦�\ i ILI - 5 i O:0~,•\ �4 HP F DETAILS 0-2020-00034 SHEET 9 � SWIM FACILITY. SEE WP � - _ _ ; OR MORE cfl cN ELECTRICAL 4 - - \ \ A co TRANSFORMER ---- - n (TYP) _ o , ALL CURB SPOT ELEVATIONS ARE ° To FLOW LINES UNLESS OTHERWISE NOTED \e �_,..\ \ Ln I \ ENSURE POSITIVE CONTRACTOR TO n ENZ j, \DRAINAGECONTRA9 • \ TOR TO ENSURE / �� tir♦; \ ' \\\ = - / \ F DRAINAGE . I e' 4: , 0 I , /i ,'� �� �•.` ENSUR PO T1VE _ - - 2 ♦♦ TO i 73 i , ' f9 1 QR001 _ — — — ' 444 �\ c \ n 1 \/6 \ - � x uo ul �JNGr�cy. ��S / d1er�/ --- \j, —440 v2 0 wy 1�G v ��� v ' oy� �, QP xt i CA `\ \ \\ \\ `\ \ `\\ \\\ , `\ /\ �\ \ PIG % \ O\� O\ ��� ... 36 _ 38 \ � \ \\ \ \ \ �----" / \ \ ' ,I{. 1`bg IP•1. , �" (SIC-. ' _� '1----''-- ---- — - -- �� 1 \ \ �\ 0 IUD {' I / aPGP I G' ¢E5 a �� COo \ \ / 1 PROP. 22 0 \ ALL SLOPES WITHIN THE BELVEDERE PHASE 5 N 23°51 '30" W I0E9.24' ;I 1 0 P `\ \ i I \` - ACCESS & -'� a N' DEVELOPMENT WHICH ARE STEEPER THAN 3:1 0. "\ \ Do o ` \ \ / �\ _ MAINTENANCE - // i" ° ---- MUST BE STABILIZED WITH LOW MAINTENANCE Q o VEGETATIVE GROUND COVER OTHER THAN GRASS EASEMENT CQ�R — ----__." 3 / /��}�\ \ \ ,\�� \ — — - - Sao- - - - BONDSTONE VENTURES LLC \ TMP 62FI -D \ \ v \ v iQ 510 r, ---- -- PROP. RET. WALL GEOGRID & SAFETY RAILING -BY OTHERS. \ {INES DENOTE WALL&"GEOGRID \ ZONING.'SPACE R4 IQ \\ \ TYPICAL WHERE SHOWN "7.09 ACRES_ 30 0 30 60 90 \ \ q.a----- - SCALE' 1" 3 a, U F- m w U) o U ° d N 2i O Z o� J> ° rn T a 1L _ � CE W ~ 5;m y (L �Z = w 0K o `V O� zwo 0 J�a 12 vIE a ZO O� x LLZ O> N a °C co co N '`tl`•fJ•l'' Q Lu Lu ON U) O J Cn i � ow 04 <50 w M M: T z O a_ rn U O_ z 0 a z 0 w 4 z O z Z���� o r- a F- z w F z w z w z w w � 0 o c..1 z 0 0 u z 0 0 u z 0 0 v z =>>> 0 U 0 u 0 V 0 U y,l 0 N O N 0 N o N 0 N 0 N 0 0 a Q rl 7 0 N N 0 O o ti ti z DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JLT Jimmy L. Taggart LIc. No. a 22841 to PO.1,1 17/2020 rl S6101VAL E� Q L z LO C Q w L J LL c J = W L J_ � Q FW °-( LL N C6 W Q Q F Q W � C O> a` W i m F e1� DATE: 10-22-2019 SCALE: 1 "=30' JOB: 8438 SUB: 2019-00170 SHEET: 8 OF 24 CONTRACTOR RESPONSIBILITIES REGARDING ADA COMPLIANCE 1. CONTRACTORS SHALL PERFORM WITH REQUIRED CARE AND PRECISION IN CONSTRUCTION OF ADA (ACCESSIBLE) COMPONENTS AND ACCESSIBLE ROUTES WITHIN THE SITE. THESE CONSTRUCTED PRODUCTS, AS THE CONTRACTOR LEAVES THEM, MUST COMPLY WITH ALL APPLICABLE STATE AND LOCAL ACCESSIBILITY LAWS AND REGULATIONS AND THE CURRENT ADA AND/OR STATE ARCHITECTURAL ACCESS BOARD STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, INCLUDING REVISIONS OR UPDATES. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE(S) FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE OR EXIT, MUST COMPLY WITH THESE ADA OR ACCESS BOARD CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: 1.1. HANDICAP PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.07.) IN ANY DIRECTION. 1.2. RAMPS (CONCRETE OR OTHERWISE) - SLOPE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET. 1.3. LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.07) IN ANY DIRECTION. 1.4. ACCESSIBLE ROUTE PATH OF TRAVEL - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (ENCROACHMENTS SUCH AS CAR OVERHANGS OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 5.0% FOLLOWING THE DIRECTION OF TRAVEL AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.087FOR CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.0%)) RAMP SPECIFICATIONS (ABOVE) MUST BE ADHERED TO. MAXIMUM SLOPE OF 1:12 (8.37), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. RAMPS MUST HAVE ADA HAND RAILS AND 'LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DIRECTION (1/4" PER FOOT OR NOMINALLY 2.08%) FOR POSITIVE DRAINAGE. 1.5. DOORWAYS ALONG ACCESSIBLE ROUTES - MUST HAVE A 'LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.087) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICCANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY CODE.) 1.6. IF PROJECT INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF THAT WORK. IMPROVEMENTS PLACED BY THE CONTRACTOR MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS. 1.7. CONTRACTOR SHALL VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE IS OBSERVED OR EXISTS CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON -CONFORMING CONCRETE. 2. CONTRACTOR IS URGED TO REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE AFTER FORMS ARE SET AND PRIOR TO COMMENCEMENT OF CONSTRUCTION OR IMPROVEMENTS. \ \ \ \ \ \ \ 1 1 1 1 1 eti \ �t7.91 8 OA ,148:1 MAX -------- AMPS 12:1 A <-------1 I I ) 1 ` I I I 1 �',l• \\ I I I 148? I I I I TRANSITION GUTTER PAN SLOPE TO 20:1 MAX AT ° I CROSSING (TYP) 48. I II I I ° 8 If If I In 1 I III 1 I I II 1 I I P I i INSET A 4' SQUARE LANDING AREA OUTSIDE OF \ TRAVELWAY SHALL BE PROVIDED FOR / PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA \ 47 x47.9 co as x47.7 .9 � I I j I I I I I I I I _j_______ I Y1 1 1 -.--------_---I I+I _ IL ___ �___--____-_ _J1 __ _JIl --------- -__ PM / _ 1 0 4' SQUARE LANDING AREA OUTSIDE OF / - - - - - - - - - - - _-TRAVELWAY SHALL BE PROVIDED FOR - %PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA (TYP) CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: CG-12 ,(G--12 A HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SOUARE YARDS) A CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) PERMISSIBLE •5 DOWELS. 8" LONG �--I PERMISSIBLE GENERAL NOTES DETECTABLE WMNING SURFACE (AREA IN SQUARE YARDS) AT 12" C-C CONSTRUCTION 5'MN EACH OF THE MOVE ITEMS IS A SEPMATE PAY ITEM AND SHOULD CONSTRUCTION U5 DOWEL. B" LONG 6 12•' C-C S' MIN. JOINT 1. THE DETECTIBLE WARNING SHALL BE PROVWEO BY TRUNCATED DOMES. JOINT 5' \ 121 MP% y BE SUMMARIZED FOR EACH CURB CUT RAMP. MIN 2. ALL DETECTABLE 504 WARNING SURFACE PRODUCTS SHALL ETET THE REQUIREMENTS SIDEWALK \ I I N-ax » a'wH OF SECTION WA IN THE SPECIFICATIONS FOR CO-12 SHAL DETECTABLE WARNING SURFACE. RAMP 121 MAX a '" 4 /2`i MAX '� \ 'a� {8�1 MAX _ 12:1 MAX yy DETECTABLE WARNING SUFACE PRODUCTS USED SHALL 8E FROM THE MATERIALS .* APPROVED PRODUCT LIST NUMBER 72. _ u1 }1 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP '✓IS 8 J FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REOUIRED BARS. a' 0:1 11 10-1 1 4. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED TCENTER TO CENTER ALONG a B AX M J 8 WITH BUFFER STRIP BOTH SIDES OF TH& RAMP FLOOR. HAD -DEPTH OF RAMP FLOOR. MINIMUM �.� TYPICAL DESIGN RAMP RAMP CONCRETE COVER 1/2" 10'1 MAX y Tv \ 5. ROADWAY CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB 5' S' (SEE TABLE) A (SEE TABLET \_TRANSITION CUTTER PM SLOPE RAMPS ME INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE A ! TO 20H THROUGH RAMP LENGTH 5'MN PERPENDICULAR TO 201 THROUGH GUTTER PAN ELOPE TRANSITION GUTTER PAN SLOPE 2:1 6. CURB RAMPS PRE REQUNED FOR SIDEWALKS AND SHINED USE PATHS. THE WIDTH OF TO 20:1 THROUGH RAMP LENGTH TO 20:1 TK20lNY1 RAMP LENGTH GUTTER PM MAXIMUM SLOPE 20:1 Y11 M� THE CURB RAMP SHALL MATCH SIDEWALK WIDTH. WHEN CURB RAMPS ME USED IN A COWUI TION SHARED SHARED USE PATH. THE MINIMUM WIDTH SHALL BE THE WIDTH TOM2011TMi0UGH RAMP LENGTH GUTTER PAN MAXIMUM SLOPE 20:1 kIIWT* OF 5. NN7. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE + 12:1 MAX T S'-0" MICVRB RAMP LANDING FLOOR. % � \ W-W Min. {'-D" Mo. SHPETO MATCHWITHOUT BUFFER STRIP e. CURB RAMPS WILL BE WSTALLED AND LOCATED WITHIN PEDESTRIAN CROSSWALK$ .1 M OF ROADWAY CURB AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. CURB RAMPS SHOULD BACK OF CURB 48 NOT BE LOCATED BEHIND VEHICLE STOP LINES.UGHT POLES.FIRE HYDRANTS,DROP BACK OF CURB 171 MAX. 48:/MAX. 20:1 ♦8 :1 EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT INLETS, ETC. TYPE B 20:1 9. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT PARALLEL TYPE A THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND v THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS WITH BUFFER STRIP 2'MIN. aroE '"I""`' PERPENDICULAR TO THE CURB. pS�A?Hid A SECTION A -A LPra.w as,IMAY 10. TDEHE BWCK OF C6 SURFACE PANELS SHALL BE INSTALLED FLUSH WITH 4,,', 12;I MAX 2' SECTION A -A aaPE 11. WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF CURB AT ENTRANCES 12'1 MAX �.m �l DETECTABLE WARNINf, SURFACE PERMISSIBLE CURB OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE 5•� ** *� CONSTRUCTION 5,� JOINTS 12, MPX A FACTORY RADIUS OR BE FIELD -MODIFIED AS RECOMMENDED BY THE RNSS�E CROSSWALK �Ntn �� MANUFACTURER TO MATCH THE BACK OF CURB. SEE CO-12-INS PAGES 201.06 JOINTTRUCTION AND 20407 FOR METHODS OF INSTALLING DETECTABLE WARNINGS ON A RADIUS. 4�- AT 2" HIGHER THAN - .- "..' •- . . .". � \\ EDGE OF PAVEMENT SECTION B_B GRAMASS AT ** , SAME AS TOP OF CURB CWgiTE CURB SECTION B-B NOTES ONE DIRECTION TYPE C EXAMPLE INSTALLATION METHODS - 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ONE DIRECTION WITH BUFFER STRIP PARALLEL & PERPENDICULAR NOTES: SEE PLANS FOR LAYOUT SEE SHEET 1 OF 5. ONE BUFFER STRIP 2. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, TRUNCATED DOME ,n 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF S. REGARDLESS OF THE SLOPE. 2. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING 3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 20:1 AT THE RAMP OPENING. O O O O O z (4' WIDE) REOU6tED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW nv�CONSTRUCTION4. DIAGONAL PLACEMENT I$ NOT PERMITTED. �- m O O O O 0000 O O O 3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 201 AT THE RAMP OPENING. of 0 0 0 0 o O O O O O O O 77 1� DIAGONAL PLACEMENT IS NOT PERMITTED. o ; LANDING RAMP 6 0000000 0000000 a Io 31. NO + a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 g, �0 `:A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -U V _.-. (P o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 nn�� x. x F IAM T R 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CROSSWAK -DETECTABLE WARMHG a CROSSWALK I I It AT BACK OF CURB "-1.4"ul�t VARIABLE FULL WIDTH OF RAMP FLOOR _ I I) TYPICAL PLACEMENT SEE NOTE 11. 80.5E DIAMETER PAY LINTS TYPICAL PLACEMENT AT INTERSECTION DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL AT INTERSECTION WITHIN CROSSWALK DETAIL WITHIN CROSSWALK (WITH BUFFER STRIP) TYPE 8 PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 8" CURB 0 4 1 6 1 5 7 2 5 8 3 6 9 4 B 12 5 0 5 6 f4 I5 `VDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION SPECIFICATION A COPY OF THE ORIGINAL SEALED MD SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. `VD= XVDOT CG-12 DETECTABLE WARNING SURFACE REFERENCE REFERENCE -12 DETECTABLE WARNINGU 502 504 WS tca ROAD AND BRIDGE STANDARDS (GENERAL NOTES) VIRGINIA DEPARTMENT OF TRANSPORTATION TYPE A (PERPENDICULAR) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS SHEET 1 OF 5 REVISION DATE 04/19 REVISION DATE 04/19 SHEET 2 OF 5 SHIEET 3 OF 5 REVISION DATE 04/19 204.01 204.02 20♦.03 CLUSTER BOX UNIT (CBU) MAILBOX - ADA ACCESSIBLE 308.2 Forward Reach. 308.3 Side Reach. 308.2.1 Unobstructed. Where a forward reach is unobstructed, the high forward reach shall 308.3.1 Unobstructed. Where a clear floor or ground space allows a parallel approach to an element and be 48 inches (1220 mm) maximum and the low forward reach shall be 15 inches (380 the side reach is unobstructed, the high side reach shall be 48 inches (1220 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 N 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 man), the high forward reach shall be 44 inches (1120 mm) maximum and the reach depth shall be 25 inches (635 mm) maximum. (a) (b) Figure 308.5.1 Unobstructed Side Reach E E N 255 mm 308.3.2 Obstructed High Reach. Where a clear floor or ground space allows a parallel approach to an element and the high side reach is over an obstruction, the height of the obstruction shall be 34 inches (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. E 255 mm 255 mm-610 mm (a) (b) Figure 308.3.2 Obstructed High Side Reach E E 0 C \ LK CROSSI 1 11 n CROSSWALK TWO DIRECTIONS SMALLER RADII WITHOUT BUFFER STRIP A COPY OF THE ORIGINAL SEXED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFI CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION RAMP DOWN SIDEWALK RAMP DOWN 12" MIN. CONC. PAD 12" to 15° PER. USPS B.O.C. HANDICAP RAMP " F.O.C. C&G E.O.P. CENTERLINE STREET SCENARIO I -REAR ACCESS TO CBU 12" CONIC. PAD CBU MIN. MAILBOX RAMP DOWN SIDEWALK RAMP DOWN HANDICAP RAMP C&G CENTERLINE STREET SCENARIO II -FRONT ACCESS TO CBU CE. SPECIFICATION REFERENCE 105 502 504 48: \ � X'. \ _ ♦ ♦Y - _1 3 a \ _ MAX �6' tip' / OB \ gs . 63 .'�43 06 1 2' / 48: 1' MAX 12:1 MAX /6..612 1 MAX 1 N, vi X r� TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 2 4 1 2 5 2 3 5 3 3 6 ♦ 4 a 5 5 10 6 7 14 7 13 15 8 15 15 406.4 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 feast as wide as the handicap ramp, excluding flared sides, leading to the landing. CONC. PAD 2" CBU MIN. .. MAILBOX 36" min-� 915 mm I I at least as wide as HANDICAP curb ramp RAMP B.O.C. .,...>,,.... C&G F.O.C. E.D.P. CENTERLINE STREET Figure 406.4 Landings at the Top of Ramps CENARIO III -FRONT ACCESS TO CBU WITHOUT SIDEWALK NOTE: REFER TO REACH DETAILS FOR CORRECT LOCATION OF CBU INSTALLATION. INSET B U o �J m q W I_ m o C0 N O O E o tO cD < LL I- VI r J C Qi 0U DO W 0 48D z = 'ON Zr�LJ2 Ir WU Q J ¢ > Q Z V U Z0 OCc w D Gn x J� o> N aud N M Q N N J N J O 0 w Dl a Z J C7 O 0 W U W dl W ��¢ z 0 = a, 0 arnCJ a z a U N a 0 OOz 1- 1- F- F- 1- z z z z d W W W W 2 � 2 W 0 0 0 0 U U 0 U H z z Z z 7 � D Z) O O O O U U U U ry o 0 0 F ry o 0 0 0 0 0 Z `1 N M V PyTH OF Jimmy L. Taggart LIC. No. 22841 4v A�O,D 11 /17/2020 low �9SIONAL END _Q 'Z V Q W LO W Q Z 02 Q W (D W a T a a = LL E, U O w Q w O � � cr N O U 06w�� 0 Q oC I w : U J ~ Q �LU W W CO i� Q 2 O DESIGNED 8Y: UVN DRAWN BY: ARC 'CHECKED BY: JLT DATE: 10-22-2019 SCALE: 1 JOB: 8438 SUB: 2019-00170 SHEET: 9 OF 24 FOWLER STREET HORIZONTAL CURVE 58' PUBLIC ROW A = 36018'27" 33' FC TO FC T = 65.58 6' PLANTING STRIP R = 200.00 5' SIDEWALK L = 126.74 C = 124.63 CD = S38' 56' 351 PI STA = 13+57.61 ao' TEMPORARY Gf VEL FIRE ACCESS ROAD y6 760 -VDOT CD-1 UNDERDRAIN---' (TYR WHERE SHOWN)- i �9ht Fre10 t - T/f, Qme z� `\ w�r � v is \ ��(- '•\ V\ uZ0 3doNo\w-rk�4 �Q\ .o Z \ y, \ Ho.\ri R rNo '�\SdtJ7N NMD �I 1 ad .i >'. l g. 53�oP N,,,,,11ggqqq11wwwww���P���,^IS RES 11NiNL/ iNa_11 DNMD 50 0 50 100 150 SCALE: 1 "=50' 470 465 460 455 450 445 440 435 430 425 420 _ - �/� _ BEC �EDfRE 422 CAND an P 62H6/LAGS 411 OPp _ - -- elV - SPACE _ _ w/vG: ,pn3o-- -- -- 15 0 4 ACRES - , 432 - - / \ J _ _ _-__ U^ `I 06 I m / 00 • 1 . �__ a H Mry � 00� zF WlE SIRE m „. ET 158' ROW7 343.01'16 0 �,_ ` V l S20. 4T 1 �'�• 21.81E W� ` )�+0p lJ PLAN VIEW r CD-2 OVER PIPE AT SAG (SEE ROAD PROFILE) FOWLER STREET EXT PROFILE DESIGN SPEED: 25 MPH HORIZ. SCALE: 1"=50" VERTICAL SCALE: 1"=10" SEA N SE 5 O �NOF V P �__�____/ 1 m to _ HORIZONTAL CURVE 0 = 32°13'04" T = 57.76 _ \ R = 200.00 ` L = 112.46 C = 110.99 CD = S36° 53' 531 PI STA = 18+19.03 VPI STA =J4+50:00 API EL = 450: _ 50.00, VRI--STA = 12+50� o = 20.59 VSD = 469.48 i 100.00' - K .33 IIo v w + N a - u- = N ,-Of ------------- L EXISTING -GRADE-- --- -- �_--- 2 DOX- U - -1.43X- - W IIP_05E� -- ------ 3 8" HDP STORM XING et TS5-7572-=WA7€RUNE - c� 3 X W M -W C h ZZ M M X O t �L] 00 Vl 0F H LJ - C) N N 7t of 3 ,2 J1 N ~ 4 F W--.W Ed V N n _ (n_ 0 n - _ W 0) -� O O (M LO � (3) 1: LO O O N LO v � O LO v O O T- LO v CO M N -IT v O O O LO v 00 00 (6 v't � O O 6 It �t N 06 NT v 00 (M 06 N (0 N u) O LID 06 v v O O V LO v O O 6 It It O O V u') v O co LO O a1 M -It LO It to 00 W It (0 00 Lc) 0) N 6 It (D 00 O LO n LID 06 It OD 00 6� v (0 00 It (0 C 6 v 7 M (0 6 v M V (6 It v (0 00 I� It v N I` LO 7 v 00 .- (6 NT v O O L6 V v 0) 6 It a 9+7510+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: 1. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. 2. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. 3. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. 4. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. 5. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN. PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. 6. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. 7. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. 8. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. 58' PUBLIC R-O-W R/W POINT OF H/W 4" 3000 PSI FINISHED 4" 3000 PSI 3 CONCRETE VDOT ST'D GRADE VDOT ST'0 CONCRETE 1 f CG-6 1.5" SM-9.5 CG-6 3 1 3 3 4' VDOT 21A 4' VDOT 21A 1 STONE BASE :6" VDOT 21A BASE B" SUBBASE (21A) 6" VDOT 21A STONE BASE STONE BASE 3" BM-2 1' 5 STONE BASE 5' 6' 2' 19' 10' 2' 6' 5' A V CONCRETE PLANTING TRAVEL LANE TRAVEL LANE PLANTING CONCRETE SIDEWALK STRIP 0.5' INCLUDING PARKING 0.5' STRIP SIDEWALK 33.5' 24.5' NOTES: 470 1. MAINTAIN A MINIMUM OF 3.6 OF COVER OVER WATERLINE. 2. ALL FILL AREAS ARE TO BE PLACED AT 95% COMPACTION. 465 3. MAINTAIN V MINIMUM VERTICAL SEPARATION BETWEEN STORM AND WATERLINE. 4. MAINTAIN 1.5' MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE. 460 5. STANDARD CD-1 AND CD-2 UNDERDRAINS ARE TO BE PROVIDED AS SHOWN HEREON OR AS FIELD CONDITIONS DICTATE. 455 6. INTERSECTION SIGHT DISTANCE LINES ARE SHOWN USING A 3.6 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) TRIP GENERATION PROPOSED ITE CODE DESIGN SPEED DU PEAK PERIOD RATE 7PM VPD/ PER DAILY VPD PM PEAK TRIPS PM IN PM OUT IN OUT SFD 210 25 mph 23 9.44 637 377 0.99 23 217 137 80 SEA 230 25 mph 38 5.81 677 337 0.52 20 221 148 73 PROPOSED TOTAL 43 438 285 158 5' 4" 3000 PSI CONCRETE ZMI 11=T I I I T I I I I1=1 I I I I1=I I W�_,III�,�IIIIIIII III III � III III III IIIIIIIIIIIIII, I, II, 4 VDOT 21A STONE BASE TYPICAL SIDEWALK SECTION N.T.S. U g w F- �o U -° Z � N � p� J5 C/� H rn a w = T cc w ~ 5;m OO aw o � Ir OOD w 0M0 0 z w J Q Q u Q � � v U ZO o> EO w x LLZ OIr N Cc (L W N /y� N �W�fJI' Q � ui Is U > o J r p w cp U O w � (a z = 0 a rn U a z 0 d u U w a 0 72 p4 z o r r F- z z z z d w w w w 0 0 0 0 0 0 0 0 z z z � z z z z 0 0 0 0 0 0 0 0 u u u u 0 0 0 0 N N N N w o 0 0 0 F N N N N 0 0 0 o ti C5 c N M V o$��PyT/H /O'F `f�c Un V 9 Jimmy L. Taggart Lic. No. 4 A�aae11�1772020 0ti44w SSIONAL E� Q z > F W Q _j W z LO Q QW COm a a T a a Luu o 2 L1 0 U I J Q z w W D- D a N ° o 06 W a 0 Q w � c~n 0> z w I a O � Q DESIGNED BY: WN DRAWN BY: ARC 'CHECKED BY: JILT DATE: 10-22-2019 SCALE: 1 ":50' JOB: 8438 SUB: 2019-00170 SHEET: 1 VO d24 �� I A I 1 II 7 I1 ; I I I I I I I I' It i VDOT CD-1 UNDERDRAIN (TYP WHERE SHOWN) CONNECT PROP. 8" WATERLINE TO EX. 8" WATERLINE @ STA. 11+53 --- BM ELEV.w Alft10 RV* Ronf Bonnet / Bolt' on L.rL.wi � I P �P V6 \UZ -i.� O poi`' \ ' 1' ✓i �J}VAh'd V O u>O Xir'rr Y0 NOTES: 1. MAINTAIN A MINIMUM OF 3.& 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 1.9 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. S. INTERSECTION SIGHT DISTANCE LINES ARE SHOWN USING A &V HEIGHT OF EYE AND A &V HEIGHT OF OBJECT. NOTE TO CONTRACTOR: ** SPECIAL ATTENTION ** ANY UNDER -DRAINS OR CROSS -DRAINS INSTALLED MUST BE VIDEO INSPECTED SIMILAR TO THAT REQUIRED FOR VDOT ACCEPTANCE OF STORM SEWER. CONTRACTOR IS RESPONSIBLE FOR ACCEPTABLE CONDITION AT ALL TIMES UNTIL STREET ACCEPTANCE. 49' PUBLIC R-O-W R/W POINT OF 1 4" 3000 PSI FINISHED 3 •1 CONCRETE VDOT ST'D GRADE CG-6 1.5" SM-9.5 114": 1' 114": 1' -� 3 1 4'"', ' VDOT 21A g" SUBBASE (21A) STONE BASE 6" VDOT 21A BASE STONE BASE 3" BM -25 1' 5' 6' 2 10' 10' CONCRETE PLANTING TRAVEL LANE TRAVEL LANE SIDEWALK STRIP 0.5' PLUS PARKING 24.5' 24.5' TYPICAL SECTION ROAD A (25 MPH DESIGN SPEED) Y VEV FtR� P`� V Zo TEMPO'N G 36 076 i 10 1 TMP 62-16D g3� _ OPEN SPACE ZONING: R4 75.0 ACRES 451' - r WILE 34 . r 1111++ STREET (58' ROW) SZ°' <r 1sl e I I I15+73 \•�oo ( k Elp.. -- AJ >4= 138.24 0 13+00 CD-2 HORIZONTAL CURVE = 138'14'49" -44 J 2 T = 524.39 -40 I R = 200.00 L = 482.57 o'k C = 373.74 n Z \`?s \- CD = S36' 13' 14"E 38 PI STA = 16+15.16 e- vv was r Aq 470 465 460 455 STA =1 6+b� INV.=448 445 440 435 430 425 420 PLAN VIEW FOWLER CIRCLE PROFILE DESIGN SPEED: 25 MPH HORIZ. SCALE: 1"=50" VERTICAL SCALE: 1"=10" _,pPENSPACE2 m L=112.46, R=200.00 Y .�=32.1304 VPI VPI STA = EL = 12+90.68 442.50 VPI STA = 15+40.68 __VPCSTA =10+50:0 VPI EL = 447r65 w K = 357.70 VSD = 7745.13 K = 53.57 LEN K = 0 00' 57.26 Of - - a o W---------- --__ ---- -0 M 4- - LNG G D 0 55 _ 07 _ _ o� U N U) L7 o� U N Q (n o� U a (n , ' ---- - _ -2.14% --- - -- 8" CL52 DIP WAT RUNE _ 1.4' ---' 1. 1.9' � Z D O Q 4ri C4 + z LOZ X o n �00 } N ^ X z_ X -CD - CD z_ X _z X I, �? C D X .z U co In _ OD C7 z_ X CD Z X O co a0 ^Cn z X ¢ z X Q X Q C7 X p0 �N L J O W W w II ¢ �J H II cn w W p �. II J z H. 4. z Q J Z Q I Z II J J 'o ¢ cn a N ¢ (n ^ II J V zz II cn cn X CD II 'V' II z ¢ cn z ¢ �' z ¢ N - O W -- +. LO - ILi II ~. -W J � II cc Lo W N (N W d- O LP) CD 06 v l CO I� It lt .: N L() 00 un CO V (D co O Ln LO LO V' O) O I� d- 'ct V Nr v N O CO V- NT 00 Lo M v (D CO 06 CO c0 c) r 0) M v It N N M It CO L!0 (O v M r� CM NT r-- 0) 06 v O O M 60 6 v CO 00 0) 00 06 v N In Ln v 9+7510+00 11+00 VDOT ST'D 4" 3000 PSI CG-6 CONCRETE 3 ,1 �- 1/4": 1' 4" VDOT 21A 1 STONE BASE 6" VDOT 21A STONE BASE 2' 6' 5' A 1' PLANTING CONCRETE 0.5' STRIP SIDEWALK 12+00 13+00 14+00 15+00 16+00 8 0 0 oP� pti5- S�Q 50 0 50 100 150 SCALE: 1 "=50' Design ADT Average Daily Traffic, or VPD: 438 470 Present Year: 2019 Design Year: 2020 Growth Rate (%): 0 465 Design ADT at Design Year: 438 460 Percent Trucks: 0 Design Traffic Volume: 438 455 450 Design Pavement Index: 11.9 445 Surface 440 Asphalt Concrete (SM-2A,B, orC) (Superpave SM-9.5A) Prime & Double Seal or Blotted Seal Surface 435 Intermediate Asphalt Concrete (IM-1A or 1 B)(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 BIV3) 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 & Il, non -plastic, min CBR = 30 Select Material Type Il, non -plastic, min CBR = 20 Soil Cement Cement Treated Select Material, Type II Cement Treated Select Borrow Base 2 Untreated Aggregate (21A or 21 B) Cement Treated Aggregate Select Material Type I, non -plastic, min CBR = 30 Select Material Type I & ll, non -plastic, min CBR = 20 Soil Cement Soil Lime Cement Treated Select Material, Type II Cement Treated Select Borrow Soil Support Measured CBR 1 4 Results: 2 3 4 5 Measured CBR Average: 4 Design CBR: 4 Resiliency Factor 1 Soil Support Value 4 Total Proposed Thickness Index: 12.3 OK Material Equivalency Min. Max. Thickness, (h) Value, (a) Inches Inches (a x h) 1.5 1.67 1.5 3 2.5 0 0.84 0.0 0 1.67 2 2 0.0 3 1.67 3 5.0 0 1.60 6 0.0 0 1.00 6 4 0.0 0 1.67 6 4 0.0 0 1.50 6 4 0.0 0 0.84 6 4 0.0 0 0.60 6 4 0.0 0 1.00 6 4 0.0 0 1.17 6 4 0.0 0 1.00 6 4 0.0 8 0.60 4 8 4.8 0 1.33 4 8 0.0 0 0.50 4 8 0.0 0 0.40 4 8 0.0 0 1.00 6 8 0.0 0 0.92 6 8 0.0 0 1.17 6 8 0.0 0 1.00 6 8 0.0 Total Proposed Thickness Index: 12.3 /I rn �n U o O m W f- i � N VJ O U d° O¢ O O*�> 5 _ rn �Cn V d ui Q J dO =w o d0(A 0 W (D 6__ z_ O Q IQ�I 1i 3Z �v3: Q ZO Q> CO O > N I--� a¢ m CO N Q > �n co O J 0 > r O/ oC/) m w W U O 0 W M z _ = 0 a rn U a z O W U 0 W Oz 4 Z Z Z Z F- a Z Z Z Z w w w w z 0 0 0 0 W � O V D U U H H H H Z Z Z Z 0 0 0 0 O O O O V V V V 0 0 o O N N N N W r O O O O N N N N a Q ti N N n N O ti 000., O Z rti ry m <t DESIGNED BY: UVN DRAWN BY: __j ARC JILT CHECKED BY: `c• `fp �29ggart440 nONAL Gti�wE� Q Z_ O > a a J 11.' < U ❑ Q W W U^J CO T Q a J < W O O 0- Ir Ir Z D- 7 Dw Ir C\I o 06 w v a 0 Q OC w X Ej J Q Q a w w m � O � a Q O DATE: 10-22-2019 SCALE: 1 ":50' JOB: 8438 SUB: 2019-00170 SHEET: 1 1 OF 24 I \ FIRE ROAD 20200716 PROFILE T DESIGN SPEED: 25 MPH 7 g HORIZ. SCALE: 1"=50" VERTICAL SCALE: 1"=10" F- � N i � O Z N 510 d � 510 O Ow J : o 505 505 ~ a r 490.98 a) � J w ~> m az =w 0 ¢co cucr0 ° 500 500 W Oo a J 2 Q J Z U IE 495 495 Z (7 0> 490 490 x w 0 LL �/� `r s O j N 485; 485co a N a Lu 480 480 F Lu o o � cp w 475', 475 U wa° o w z = o 470 470 a rn o a 465 465 460 460 455 455 450 450 445 445 440 440 0 435 435 z 430 430 425' 425 o z z z a w w w 420 420 0 0 0 0 r � � z z z 415 415 0 0 0 0 0 0 N N N w O O O r N N N 4101 410 0 g 0 0 0 405 405 z N M 400' 400 4SPyTH OF P 9+7510+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 `� Jimmy L.Taggart Lic. No. 22841 4W OF4SSIONAL S Gl:i� a 50 0 50 100 150 z SCALE: 1"=50' D Q J LO BE (24 a Q LL.I (cc) w r�r- POINT OF Y Q T a Q' FINISHED GRADE = W O U r o — 1/4": 1' 1/4": 1' — I r P. J w � W ? S • 5 :1 8" VDOT 21A ? S • ~ mm O E-+ 1 2• STONE BASE t L.L N U 5' 10' 10' 5' w � I SHOULDER TRAVEL LANE TRAVEL LANE SHOULDER Q a- OC W TYPICAL SECTION Q W 2 GRAVEL FIRE ROAD > X o � W o Q m � 0 _ o NOTE: < a THIS EMERGENCY ACCESS ROAD PROPOSES TO CONSTRUCT A 20' 2 WIDE GRAVEL EMERGENCY ACCESS THAT WILL CONNECT FROM CE BELVEDERE PHASE 5A TO THE FUTURE EXTENSION OF FARROW DRIVE WITH BELVEDERE PHASE 3 SITE PLAN (SDP 2019-00079) \ J ------ ----- �--------- ------�i�i/ poi-- ,t•,, �� `� �� r-� UPI I I J/ IIIII it III IIIII . . . :. .. .. .. .. .. .. :. . 2 a N 0 0 n DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED 8Y: JLT DATE: 10-22-2019 SCALE: 1 "=50' JOB: 8438 SUB: 2019-00170 SHEET: 13 OF 24 1.1 460 455 450 445 440 94 460 455 450 445 440 94 280' SIGHT DISTANCE LEFT 3,5' HT OF OBJECT - -- - -- -- --- -------- -'-�- - ------- V��.VgUp.V.��L4[/� ---- --- _-- ' -- - -' €3�1STING-GRADS � °O N Z PROPOSED GRADE 75 10+00 11+00 12+00 13+00 14+00 15+00 15 SIGHT DISTANCE PROFILE VIEW - SD1 460 455 450 445 440 75 280' SIGHT DISTANCE LEFT 3.5' HT OF OBJECT '-SIGHT DISTANCE RIGHT — -------------------------- -- - 3.5' HT OF OBJECT --------------- N FASTINC; (;R4DF li-� ----------- 7 00 N z 75 10+00 11+00 12+00 13+00 14+00 15+00 15 O Ldl I i 1 SIGHT DISTANCE f:i 91 EASEMENT I \ �� ai�� I .. •ENC ML t oZo` 1 ...� /i •NEi•6Fl)6oY�ipG���� \ PROPERTY L \ SOUTHER O\ rMP510ENr NMD RES G,16 AG 6EL p�E2p0iG�1J \ \ \\ \\ \ NO 62G'RE-2000 �ljV-ri�'y' \\ \ \ \ \\ VPOAryTG: NMC ZOj I PGRE5 / 0. ERE INC 50 0 50 100 150 \ \/ N p6ze �07- N11AL iMSiDE R M l AC SCALE: 1 "=50' , - \ \ \ \\\ \\\ �/ L`LG ROPTM N PEyB SO6OEN1lAL 2G TIApANT RryM1D V7C.,0ACRES /\ 3� SD1 SIGHT DISTANCE PROFILE VIEW - SD2 OPE"RACEA T m I Y RON- 0 r lI1-m 7,1 21 r DISrANGE RIGHT 280' SIGHT 460 455 450 445 440 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 AUXILWRY BUD IS 6' FROM THE GROUND. 3. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. A U 6 m w F- U Q z oN� a F- OURo Q , 3� J fn VI J 0- = w 0 W o-- OQ J�a Z v U Q ZO O� W LL Z O > N I� �w N > l(J QLu F O J (n > r Oa zw m U O 0 w c a- Z = 0 a rn U a z O a L) 0 F- 0 C z z o v F- a z z z z w w w w 0 0 0 0 w � o 0 0 0 V V V V H H H H z z z z > > 0 0 0 0 U U U U 0 0 0 0 W N N N N O O O O Q Q ti N N n N O ti O O O rl c-1 N M C DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT PV�THOF Jimmy L.Taggart Lic. No. 4 41 11 /17 82020 ��tiew� S8IONAL E� Q z 0 Q J Lr) Z QwQW ���Q Q v 5 a Z Q W �W °-j z DfrCV0 F 06w Q a_� Q <w2x Q J ° w fr m a O DATE: 10-22-2019 SCALE: 1 "=30' JOB: 8438 SUB: 2019-00170 SHEET: 14 OF 24 --------------- ------------' \ / / / 30 0 30 60 90 SCALE: 1"=30' fl I 1 � - I I _ r _ - ' ' �,\ \ ---- _ -- ----------------- V��E'RE LA _ HOLDINGS --------- BLLLC TMP 62— _ 4g0 4 -430 OPEN' SPACE 3z ZONING: R4 15.0 ACRES - _SQEN 5 '/ALL 4�a NOTE: 1 14 TOWNHOUSE IT OT DR NSLNROOF AND FOO ER/FOUNDA110NDRAINSF TO CONNECT TO HEADER PIPE AS SHOWN aaa - a w Aa f _ •�f _s . t�i� -af �a-a .af _f - ��� _ _ _ _ •' - RAN / / __�`■rrrrrrrr■■rrrrrrrrrr■ �■ --r ■ ©I )T— ___ll -_____ ■ ■ ■■r■■rrrL - � I 16 ♦� ■ I ■ ■ II _�� I�i - -_ ___ - 1�L- ��* __,hi ■ ■ � -' III r r: ■■■u■rrrrr■■■■!■■r■■r•••••••■■•rrrrrrr• I ■ I ■ t. ♦ , 112 {.. . ■■pur■■■■■ter■■rrrrr■ r / T46 0.39 ac ■i 29 ac �- �- ■ -_ ' . . _ - 2a - - - - - LOCATIONS c DES - - INLET TI AND DRAINAGE DM f C•0 78 \�� " .:...... A 4 ♦♦ _ i ARE DESIGNED TO ACCOUNT FOR THE FULL � ■ BUILD -OUT OF PHASE 5. ■ RUNOFF PAST INLETS TO FLOW TO DIVERSION ■rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr■ `♦ ANDINTOPONDUCOMESONLINTIL NEXT CONSTRUCTION �' ♦♦1♦♦ G '♦■.••■■■ / — -- - , 0.15 ac r�Errrrrrrsjrr♦rrrrrrrru■■rrrrrr■ ■■■•••■•,•• ' PHASE COMES ONLINE >'. ( ♦ ♦ {{ ♦♦ �j■:ru■■emu#rr■■■■■■■■■ ♦ Y00 ♦ Ajol10, _. ♦ ♦♦i♦� . I / O �0 I ♦♦ r ♦ ♦ r �- �e - ■00 ♦♦♦ '� GO — 7 ♦♦♦ ♦♦ �bNN 48 uu■rrr■rrurp \ ■■■■r••• • �. .• \ «rr... 0 % • ,�, mp: 0.06 ac II 4w 44, ♦ J ♦♦ ♦♦ .. ♦ / - \ / 11 ac ♦♦ ♦♦ •• ♦♦ ♦♦ ii ,�\ ♦♦.• 4 rrrrr► p• ♦♦ C:0.74 ' 0.2 Ac. _ ♦ 0.14 Ac. ♦ ♦ ♦ 6 • ��n _10 VA ♦♦ ♦♦♦. ` �.+� .- ' .�♦ 0.35 Ac - .'.♦ - " ♦♦ Imp: 0.07 ac .♦ /i/ _ .• m. 016 ac 0 III, ♦ i♦ ♦v `,.�%'��- A♦� -- - p ♦i �v )v , ♦♦ i / o ♦ . Imp: 0.24 ac C:0.70 •'�IIIIIIIII I III I \ ` `� _ I I1 I ♦♦ ♦♦♦♦ �/ ,'!�y ♦♦j♦4,/ ,/ ,/ / // \v\v �.. i'�O�>'. 1♦ ♦n .♦♦ _; K\(�\C ♦_5 ♦ ♦._. ♦��Z�..�♦ V:0.74 4 ♦♦ 0.50 ♦♦♦♦ , / \ ♦,. .♦ • ♦ Imp: 0.15 ac ♦. / _ %III ■ _ / ,/' /' `\\ \\\ ♦Y .♦ ♦ ♦ -' - - /. •• ♦ i / , P i ♦♦♦ RE IN/ g OG�S % .� \`\ �� :/. \\ s" ♦♦♦ �� ♦ ---- ♦♦♦••1 {••{•V•`! - r/ ♦♦�}r �- ,�\ ♦♦s ' , / /' ,/' ,/ ,/ , ..' ,o♦ n(PNNo)R. N� OP i♦ ♦ �••rr ■.■■**it ✓' ♦•1/ •i ,♦ G00 \NG. /,', '/ ' '(7 , �'� \\ vk c P ♦. '' r'`rlr r.rir riri rrlf \ \..� ♦ / 0 / / 0 0� ; \\ ,♦r••.�,;'- ,' ' 1 sv - - -- ,s.� �! 0.17Ac. ♦♦O o�o�ePo ; o�'� / A d6 \,;' •. .,' ♦•,,,, ; 1- �- - �• Imp:0.13�ac ..♦ ♦.•'� ; Fo�� SbO�\V,G ,1P 00 i �bP <<' ♦♦♦♦ ♦•• ♦1♦♦ ♦♦• — 01 C:0.79 ♦♦♦♦♦ ♦♦♦� / / 14 _ A , I��G) 1, 4 X b� S' 1 \ \ `� ♦\ 1«J♦ .♦ ♦♦. \— - 0.24 /1 -_ \• ♦♦ ♦,♦ ♦♦♦♦ / / k x ti ' \R�5 IFJ RES ` w J ♦ �•r■ia �_ I _ �� �-N-`n ` \Z�N \P�', \ / - O �6 , ` ♦,� . , , ♦ ,• ; - - - 4 Imp: 0.18 a�i-, -\' =_ --- .���♦ o♦ ♦•♦ / /, ,, ; / � - \• • - J \\ \\v, 1♦1/11 1♦♦• \ 1 1 1♦1: _ 1J.78 \\... 111\\ \\1j ■ ♦�♦♦ ♦♦♦♦♦ / / /'// '/ .'/ OCk, 0 ♦�` °(r \\\ \ \\\ \ \`•_/ / S��\;ii\\\ \�R O _ \` \ i ' w / 1 1 ti ■ ■r■rrr■■■P■■r■rrr■: ♦j♦♦ `♦♦♦♦ ;_ - - / OO E 0-/ / Yy �` - ••• • ■was■ �� E� / • • 42 ■uu + \ c — / l�. I 1•• ••• \ W Re uururuunrurn♦ 38 ' OPEN SPACE B O------ \ `` 1 v v v v �� v vv �� v v v LE i�y-(1P ✓, `Gpl. 0S I �P J 61 E510� r� -7' I II I `\ NOTE: ALL SFD UNITS TO HAVE SPLASH BLOCKS AT FOUNDATION DRAIN y h \ / b 1 & ROOF DOWNSPOUTS TO ENSURE SHEET FLOW. THE YARD AREAS WILL -- / �Gb i 1 BE GRADED/SEEDEDAANDSCAPED AS NECESSARY TO FULLY STABILIZE - �� ------ / THE SITE TO PREVENT CONCENTRATED FLOW LEAVING THE REAR OF ANY >/ ° �\ �( J NOTE LOT 1 - 14, 19 \ 28: ALL TOWNHOUSE UNIT ROOF DRAINS SHALL TIE-IN TO \ o rn \ ', \ PR I RESIDENTIAL LOT WITHIN THE BELVEDERE PHASE 5 DEVELOPMENT. / - THE PRIVATE STORM DRAINAGE PIPES. WHERE APPLICABLE, ALL FOUNDATION DRAINS / Vvvv WSW \ `v �wPR019a 1P - -- �N( FROM THE ATTACHED UNITS SHALL TIE INTO THE PRIVATE STORM DRAINAGE PIPES AS / P v WELL i__ _� In\`\\ ` \ \ �W I S RE 0 \\ /\ fiPj J \ I + I\ ��- ------ / ---- -- 0'\----------------- -- �\ \ `\ \ ON 1 >\\\\\ \\ _-------------- U s CO m o U _ O oN� Z 0) Q w = T W (L Z 5;m w o O1. QZ vl- 0 0(n -1 Q ZWo J Q 25� J Z a U > (5 ZCE TF� V 0 (1) nCO x LLZ 05 N a� N F J N C? J OJ00 ow CP O _ = a rn U o- DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JLT PyTH 0g YJ�c UL , /' 9 y Jimmy), iimm my L/'Taggart 41 Lic. No. J,,�4�gj \�O_w&IONAL /17/�2020 Q u Z 0 Ll Q L u J L L.L U o T _ J ll W U J Q F 0 mw I 06 LU C 0 Q Q LLI 0 05 Q`_ Ir J I-- o W m k DATE: 10-22-2019 SCALE: 1'=30' JOB: 8438 SUB: 2019-00170 SHEET: 1 OF 24 WE 465 460 130 425 420 415 410 94 ►e 460 455 450 44 440 430 425 420 415 9+ STORM 12 -> 3 PROFILE HORIZ. SCALE: 1"=30' VERTICAL SCALE: 1"=10' 11 12 460 460 m - - -�-. O �.. II p �- o� I - o 14 a_ o m I. - = (F_i77�:;;7R0PQMSED 36:74' ® 3 83 - 00 o o II 7 7 I 1t. u a <>>> cc ozz zzz i Il.:oz < 75 10+00 11+00 Cal Q Q 455 455 450 450 445 445 - 12" HDPE 0 4.78% 440 440 435 435 430 430 425 425 420 420 415 415 410 9+ STORM 13 -> 6 PROFILE HORIZ. SCALE: 1 "=30' VERTICAL SCALE: 1"=10' 13 ilk _ ��� .. e 460 455 450 445 440 12" HDPE 0 9.05% 435 430 425 420 415 410 STORM SEWER 1 -> 10 PROFILE HORIZ. SCALE: 1"=30' VERTICAL SCALE: 1"=10' Q O Q STORM SEWER 14 -> 5 PROFILE HORIZ. SCALE: 1"=30' VERTICAL SCAL "=10' O 14 465 460 455 450 PROPO`. 445 440 435 430 425 420 415 9+ 465 460 455 455 45C 450 445 EXISTIP 445 44C 435 12�OHDPE ff 7.27% 435 43C 430 425 425 42C 420 415 9- 415 STROM SEWER 15 -> 4 PROFILE HORIZ. SCALE: 1"=30' VERTICAL SCALE• "-10' O 15 � �t�1Ran�'�17crs Itfit�l[iYt7� (7/ (8/ 455 450 'ROPOSED TRADE 445 412�HDPE ® 10.67% 435 430 425 420 415 Pon NOTES: 1. MAINTAIN A MINIMUM OF 3.5' OF COVER OVER WATERLINE. 2. ALL FILL AREAS ARE TO BE PLACED AT 95% COMPACTION. 3. MAINTAIN V MINIMUM VERTICAL SEPARATION BETWEEN STORM AND WATERLINE. 4. MAINTAIN 1.V MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE. 5. MAINTAIN 1' MINIMUM VERTICAL SEPARATION BETWEEN STORM AND SANITARY SEWER. 6. VDOT STANDARD IS-1, INLET SHAPING, IS REQUIRED IN ALL STRUCTURES HAVING A 4' OR GREATER DROP. 7. INLET SHAPING IS REQUIRED AT ALL INTERSECTING MANHOLES: STRUCTURES 3, 4, 5, 6, 13, 14, 15. 8. VDOT STANDARD ST-1, SAFETY STEPS, ARE REQUIRED IN ALL STRUCTURES HAVING A DEPTH GREATER THAN 41. 9. VDOT STANDARD SL-1, SAFETY SLABS, ARE REQUIRED IN ALL STRUCTURES HAVING A DEPTH OF 12 OR GREATER. - J - j I Oo tia - . _ ,ri � __I� - J J M- 1 ^ c -t- a q. U q 01 - o _ ° EXISTING GRADE i a Q - a- ------------- " --PROPOSED GR "- - �, -- '--HDPE-V MH-TOP TO BE HIGHER - '` F" - THAN FINIS+fED GRADE FOR-EASIER- ANCE-ACCESS MAIN-TEN- ,-156.4 - - - -- -- -"_.50- ,- - 92.06'�4" HDPE ® 0.50% HDRE-�-O 65 -6-�3718"-2 --- 18 -FiDPE ---- - - -- - - - _. - 91' -- - - - i -- _ I -- -- �- - --RDPE-0 0.50% w I z x o X � o� oo - ¢ 00 rn 00 d o a v 0 Nv n =ZUILET � - rn� L TECTIO rn ao� o N N ��I� �� ..- -p. _ IL 4 �M c6 o N 4 rJ M5 `r rn n.. II c0 M M _N W 00- `t „�1. r�i. !i --------------- ,� r a�� co W II (O (A M.lr n *`a'� `�-� :ice -n n _v-- _ .�.-.1I _�..3� z co -0.> -2 r-: Q - c� O Z Z Z 11 II -�O z z IY pZZ 1 - -- Qz -- _0.z 6> S ¢- N Z_- ll? z Z Z :i D--4._. _ Z Z �___� Z Z Z N 75 10+00 11u0 12+00 13+00 14+00 15+00 16+00 17+00 VDOT 2-YR LD-204 STORMWATER INLET COMPUTATIONS Line No. Inlet ID STR # Dmg Area (ac) Inlet Time (min) 1 Inlet (inlhr) Runoff Coeff (C) Incr Q (cfs) Q Carry (cfs) Q Capt (cfs) Q Byp (cfs) Inlet Eff (%) Curb Len (ft) Junct Type Gutter Slope (Wft) Gutter Width Ift) Cross SI, Sw (ftlft) Cross SI, Sx (ftift) Gutter Depth (ft) Gutter Spread (ft) 1 1 000 0 0 0.00 0.00 000 MH .... .... 2 2 016 50 4,00 0.74 047 0,00 0,33 014 70 250 Curb 0 016 2.00 0 080 0.020 0.16 1 94 3 3 013 5 0 4.00 0.62 032 008 0.30 0 11 74 250 Curb 0 016 2.00 0 080 0.020 0,15 1 83 4 4 014 5 0 400 0.65 036 Oil 044 003 94 4.00 Curb 0.016 2.00 0 080 0.020 0.15 1 94 5 5 0 50 50 4.00 0.55 110 018 1 28 000 100 10.00 Curb Sag 2.00 0 080 0.020 0.24 594 6 6 026 50 4.00 070 073 0 04 061 0 15 80 4 00 Curb 0 021 2 00 0 080 0-020 018 2 82 7 7 010 50 400 077 0 31 000 027 004 87 250 Curb 0 010 200 0 080 0 020 0.14 1 80 8 8 000 0 0 000 0.00 000 .... .... .... .... MH .... .... ..- 9 9 0 21 5 0 4.00 079 066 000 0,66 000 100 6.00 Curb Sag 2.00 0 080 0.020 0.22 4 83 10 10 048 50 400 0.67 1 29 000 1 29 000 100 600 Curb Sag 2.00 0 080 0.020 0.27 750 11 11 015 50 400 0 71 043 000 0.34 0-08 80 2 50 Curb 0-010 2 00 0 080 0-020 0.16 2-15 12 12 039 5.0 400 0.78 1 22 0.00 065 056 54 250 Curb 0 O70 200 0 080 0 020 0.23 554 13 13 0 35 50 4.00 0.74 1 04 000 096 008 93 600 Curb 0 021 2 00 0 080 0 020 020 378 14 14 024 50 4.00 078 075 0 08 0.82 000 100 6 00 Curb Sag 2.00 0 080 0 020 0.23 558 15 15 017 5 0 4.00 079 0 54 014 0.68 000 100 6.00 Curb 0 016 2.00 0 080 0.020 0,18 286 VDOT 10-YR LD-229 STORM DRAIN DESIGN COMPUTATIONS Line No. Inlet ID STIR # DnStm Drng Ln No Area (ac) Inlet Time (min) Tic (min) i Sys (in/hr) Flow Rate (cfs) Invert Dn (ft) Invert Up 00 Line Length (ft) Line Slope (%) Line Size (in) Capac Full (cfs) Vol Dn (ft/s) Pipe Travel (min) 1 1 Outfa II 000 0.0 81 581 13.37 417.00 426.59 59.990 15.99 24 97.97 4.96 0.24 2 2 1 0 16 50 7.7 591 1361 429.29 43401 109.496 4.31 24 5087 13.71 OA2 3 3 2 013 5.0 7,6 594 1297 434 11 434.25 27.240 0.50 24 17.57 6.12 Oil 4 4 3 014 5.0 7 1 606 1026 43435 43481 92.063 050 24 1732 524 047 5 5 4 050 5.0 6.9 612 898 43491 435.32 63.374 065 18 915 590 021 6 6 5 026 5.0 6.6 620 6.24 435.42 43534 64.125 0.50 18 804 353 0.30 7 7 6 0 10 5-0 5.7 6-46 365 435.84 438.62 156.463 1 78 15 932 297 0.87 8 8 7 000 0.0 5.5 652 318 43872 439.01 32.213 0.90 15 664 4.74 021 9 9 8 021 5.0 5.2 6.62 323 43911 441.16 48 570 4.23 15 1437 534 031 10 10 9 048 5.0 50 670 2.15 441.26 441.62 36.200 1.00 12 385 4.18 0.22 11 11 3 0 15 50 52 6.62 272 43435 437.14 72 816 383 15 1369 225 055 12 12 11 039 5.0 5.0 670 204 43724 439.00 36 740 4.78 12 844 4.49 024 13 13 6 035 5.0 50 670 1 73 435.84 438.30 27 171 9.05 12 12.66 221 021 14 14 5 0-24 5.0 50 670 1 25 43542 43T40 27280 7.27. 12 1039 1 60 028 15 15 4 017 50 5.0 670 090 43491 438.04 29 317 10.67 12 151 27 1 15 0 43 465 460 455 00% 450 445 440 435 430 425 420 415 410 GUTTER SPREAD NOTE: FOWLER CIRCLE -TRAVEL LANE: 12 FEET -ALLOWABLE GUTTER SPREAD = 12 / 2 = 8 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 < 8.0 FEET STRUCTURES: 9,11 VDOT 10-YR LD-347 HYDRAULIC GRADE LINE COMPUTATIONS Station Len Drag Area Rnoff coeff Area x C Tc -Rain (I) Inlet Syst Total flow Cap full el Pipe Invert Elev HGL Elev Grnd! Rim Elev Line ID Line To Incr Total Incr Total e Dn Up Dn Up Dn Up Line 7n)(-%/6)' PIPE (ft) (ac) (ac) (C) (min) (min) (inlhr) (cfs) (cfs) (ills} (ft) (ft) (ft) (ft) (ft) (ft) NAME 1 End 59.990 0.00 3.28 000 000 230 00 8.1 5 8 13.37 97.97 5.53 24 15.99 417.00 426.59 418.60 427.91 41975 43500 1-out 2 1 109496 0, 76 3 28 074 012 230 50 77 59 1361 50.87 993 24 431 429.29 434.01 430.00 435.34 435.00 44467 2-1 3 2 27 240 0 13 3 12 062 008 2 18 50 76 59 12.97 17.57 6.07 24 0.50 43411 434.25 435.39 435.54 444.67 44464 3-2 4 3 92.063 0 to 2 45 065 009 t 69 50 71 6.7 1026 17.32 538 24 050 434.35 43481 435.54 435.96 444.64 443.57 4-3 5 4 63.374 050 2 14 055 0.28 1 47 5.0 6,9 61 8.98 915 590 18 065 43491 435.32 43611 436.52 44357 443.32 5-4 6 5 64125 026 1 40 070 018 1.01 5.0 6.6 6.2 6.24 804 3.53 18 050 43542 43574 437,33 437.52 443.32 443.95 6-5 7 6 156-46 0.70 0 79 077 0.08 056 50 57 6.5 365 9.32 378 15 i 78 435.84 438.62 43781 439.39 443.95 44751 7-6 8 7 32.213 0.00 069 000 0.00 049 00 55 6.5 3.18 664 4.55 15 090 43872 43901 439.39 43973 44751 44785 8-7 9 8 48570 0 2 t 069 0 79 0 17 049 50 52 6.6 323 14.37 486 15 4.23 43911 aq 1.16 439.73 441.88 447.85 448.49 9-8 10 9 36.200 048 0.48 067 032 0.32 5.0 5.0 6.7 2.15 3.85 4.17 12 1.00 441.26 441.62 441,88 442.25 448.49 44831 10-9 11 3 72.816 0.15 0.54 071 011 041 50 5.2 6.6 2.72 13.69 3.19 15 383 434.35 437.14 435.54 437.80 444.64 44681 11.3 12 71 36740 0.39 0 39 078 030 030 50 50 6.7 2.04 844 4:28 12 4.78 437.24 439,00 437.80 43961 44681 446.48 12-11 13 6 27 171 0.35 0 35 074 026 0.26 50 50 6.7 1 73 12.66 302 12 905 435.84 438.30 43781 438.86 443.95 443.95 13-6 14 5 27.280 024 0 24 078 019 019 50 50 67 1 25 10.39 252 12 7.27 435.42 437.40 43733 437.87 443.32 443,32 14-5 15 4 29.317 0 17 0 17 079 013 013 50 50 67 090 151 3 2.12 12 10.67 43491 438.04 435.96 43844 443.57 443.47 15-4 DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JLT rn zU o F� m w Y z d N 0 V O(ug J* Q 83 w = V/ J , Qi> Op Qcwn ¢'<'d = 0OD pw (3 a: O Zia A Z��� O O�to Fc1 LL Z O>Ir N d ¢ N W N ui o U) L o J rn > r Z w rn U O w v) rn ¢ z 'x= o= a- M U a- z 0 d z U w 0 F 0 O z Z n v n n 9 F H H = z z z z W 0 0 0 0 0 0 0 0 0 zzz z UU U U U U U U 0 0 0 0 N N N N w O O O O F N N N N zti ry m aillillillillilii Py �TH OOpDf�c r Jimmy L. Taggart Lic. No. 22841 W� A�0,,,11 /17/2020 14� 4S TONAL ECG Q Z_ (7 Ir > COO z J Oi-, E-• Q W (ow j cf) T a QJLL = U O Q Z W W D- D q Dc[CV0 0 06W COU 04 p Q P4 QW O J la- Q OEM C7 7) Q O a= DATE: 10-22-2019 SCALE: AS SHOWN JOB: 8438 SUB: 2019-00170 SHEET: 1 6 OFJ24 M. SANITARY SEWER LATERAL SCHEDULE BELEVEDERE SANITARY LATERAL SCFEDIAE 02/1912020 MINIMUM MAXIMUM A to B Invert In Percent of Pie Length From Siri1o Len th Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 429.00 7.34% 32 31 0 433.06 438.00 4.94 31 51 434.53 437.00 2.47 B to C Invert In Percent of Pie Length From Sir 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 85 55 440.09 446.00 5.91 38 105 52 440.21 445.00 4.79 29 145 10 439.54 1 436.00 -3.54 Inver! In Percent of Pie Len th From Sir Lateral Len th Lateral Invert Basement Floor Diff. Between BF and#7 028 10 1 438.30 1 445.00 1 6.70 C to D Invert In Percent of Pie Length From Sir Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 437.76 0.51% 27 32 10 438.30 44500 6.70 26 53 10 439.82 445.00 5.18 39 58 49 445.50 4.85 25 76 10 439.94 445.00 5.06 40 91 53 445.50 4.59 24 1 1 1 105 1 10 1 440.08 1 446,00 1 4.92 D li In Percent of Pie Length From Sir Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lot# 438.52 23 1 10 439.06 445.00 5.94 D to E Imrert In Percent of Pie Length From Sir Lateral Length Lateral Invert Basement Floor UK Between BF and Lat. Inv. ** Lot # 438.52 1.93% 22 27 10 440.83 445.00 4.17 41 33 49 446.60 3.74 21 51 10 441.29 445.00 3.71 42 W 49 446.W 422 20 74 10 441.74 446.00 4.26 43 64 51 446. W 3.72 E Invert In Percent of Pie Length From Sir Lateral Length Lateral Invert Basement Floor Diff. Between BF an Lot # 440.70 19 10 441.24 44&00 4.76 E to F Invert In Percent of Pie Length From Sir Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 440.70 053 .% 18 26 1 10 1 442.65 1 446.00 1 3.37 17 49 1 10 1 442.75 446.00 1 3.25 F Invert In Percent of Pie Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 441.25 16 10 441.79 447.00 5.21 15 24 442.08 447.00 4.92 B to G Invert In Percent of Pie Length From Sir Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. Lot # 437.01 0.56% 34 1 47 55 440.02 1 448.00 7.98 33 1 63 10 439.15 1 439.00 -0.15 H to J Imn:rt In Percent of Pie I Length From Sir Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot# 438.56 0.51% 1 128 10 441.00 461.00 10.00 2 164 10 441.18 451.00 9.82 3 188 10 441.30 451.00 9.70 4 209 10 441.41 450.00 8.59 5 251 10 441.63 460.00 8.37 J Invert In Percent of Pie Length From Sir Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 440.05 6 10 440.59 449.00 8.41 J to K Invert In Percent of Pie Length From Sir Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot# 440.05 0.51% 7 43 10 442.06 449.00 6.94 8 64 10 442.16 449.00 6.84 9 87 10 442.28 449.00 6.72 10 130 10 442. W 440.00 5.50 11 153 10 442.62 448.00 5.38 12 176 10 442.74 447.00 4.26 K Imrert In Percent of Pie Length From Sir Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 441.25 13 10 1 441.79 1 447.00 5.21 14 10 1 441.79 1 447.00 5.21 4 Con 470 BLVD PH 7-3 A 465 460 455 450 445 60-INCH MANHOLE WITH � INTERNAL DROP 440 EXISTING GRADE TO BE RESTORED - .Nli 430 NEW PIPE TO ENTER INTO ------ EXISTING MANHOLE ABOVE BENCH WITH IS-1 INLET SHAPING 425 420 415 410 405 400 94 SANITARY SEWER A-G B \ " / LO E F 470 -. -1 o o II z z F-) _C) O 1 O- z I CD EXISTING GRADE - - - ----- ------------- - ----- ROP-O - 26 1 - r' 6:12-DIP a0.5 - - z � X � g � � O I <r � o � ots AN i-� ch_�. C) 0--O m_ _� v� . O . O ...iv N D7. O cpv m m NN M_1• r'S �- � N + .O o rn O II a _ O O M n .. _ r r m n. r M I N N } t2 N O•- O� +O>�nu� o II N T II rr2 noz II a I- O> - t- ll--3Z � Q- _ II -Z�z It OZ z z N--- zz rn. -K - j -- rn w w? 7510+00 11+00 12+00 13+00 14+00 15+00 16+00 475 470 465 460 455 450 445 440 435 430 425 420 415 410 9-t SANITARY SEWER B-L l Q Q 465 460 455 450 445 440 26 B 0.53% 435 430 425 420 415 410 405 400 HORZ SCALE 1:50 VERT SCALE 1:10 Q \ K ���- •• -- ---w -gym I 44 I�-- - =IIIIIIIIIIIIIIJ 11EM it EIEM ttttti� �i711fiY11i1ri11iYii-_ rGdell�Aligltie:111i _ I��--ice-- --� 1�®_/`P tll ttttttttll 11� ��- -�11��� I� � 8 i• e i '. r• . e i 1 ttttill�-��I�Ilttti Mill �II�iBSLY � �11�-iR:7�1�11�� � ttttill�-A�I�Ilttti �11 �11--IIL�1�11111111■ --m JIM JIM tttttisai = JIM=11EM re�le� � �� fi �• !® � 99 �t . 99 �t * 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 WATERMAN PROFILE. THESE LATERALS CROSS WATERMAN AND STORM SEWER. * NOTE TO CONTRACTOR: * * CONTRACTOR TO INSTALL LATERALS AS SHOWN, NO FLATTER THAN 2.08% POSITIVE GRADE TO SEWER MAIN I.A.W BUILDING CODE. HIGHLIGHTED LATERALS I *) APPEAR TO REQUIRE SPECIAL PROVISIONS TO PROVIDE BASEMENT SEWERAGE. THIS MAY INCLUDE GRINDER PUMPS. NOTES: 1. MAINTAIN A MINIMUM OF 3' OF COVER OVER SANITARY PIPE. 2. THE CONTRACTOR IS TO VERIFY 95% COMPACTION IN ALL FILL AREAS. 3. MAINTAIN 1.5' MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE. 4. MAINTAIN 1' MINIMUM VERTICAL SEPARATION BETWEEN STORM AND SANITARY SEWER. 475 470 465 460 455 450 445 440 435 430 425 420 41 5 41G /J U o m w F- n o U Z d� g O o tD Y > o v� 1-- a) aw x r �i Ir W J m `V d U = w o `d 0 W (Ow0 cr 0 W U Q Z Q J Z g v U (� Zfir O 0 W LL Z Ir N d W N U) N Q N J O w rn W C)C)w co >�'a o x om= x arnU a_ Z O a z U w 0 O z Z n n n n O J F- J H F Z z Z Z 1 w W W W z 0 0 0 0 w U U U U � it: r r- r Z z Z Z M 7 =) =) O O O O U U U U 0 0 0 0 N N N N n N N n ZN M V D cJitC*"o Q Z_ (7 w L<= a > (>D J z a-4 J w m H 11 Q T a = w O � Q z � w w IL o w N O o x 06 w � 04 Q 0 w (r J Q w W -4 m C C7 2 O o[ DESIGNED BYr UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 10-22-2019 SCALE: AS SHOWN JOB: 8438 SUB: 2019-00170 SHEET: 17 OF 24 PC J i ,\ I W \ I II II `v. pw vv.ww V \ . >a VDOT EW-1 END SECTION &OUTLET PROTECTION `, `,4 20' PUBL C DRAINAGE �C --" INV OUT: 404.00 77 MAINTEN NCE EASEMENT \ I \\\ ` \ 1 `I 1\ \ .\ \ �\ �. ��• ENS ' i-t / f,i0' \V A A V A A V A \ \ \\\ \\� \ Ss oy`0 'I �_Z ALBEMARLE COUNTY `\ \\ \ `. \. ` \ ` off PNo co \ 7---z�--- - e GIS CRITICAL SLOPES \ \ I \\ \ �\ IN \ QRo?,� ` �z 25-- -- - - --- a TREE PROTECTION \ �' REVERSE SLOPE BENCH - - GRADING \ I \ I \ ( ss E SIZE / _ � - 3 FIRE ROAD D NG TO REDUCE ALBEMARLE COUNTY _ OF THE TING SEDIMENT TRAP - ' -- _ - EXISTING EDIME DS ' GIS MANAGED SLOPES _ ♦, 40' ACCESS EASEMENT RR' - .-__ - - AC - - 72�' ---� r` POST DEVELOPMENT , ,o ao-. , DRAINAGE AREA TO BE i I �� \ 1 \ '\ A\ �!���� ROUTED VIA CULVERT: GT10N EASEMEz� -" " FR 2.748C `��\ \` \\ �' \ p oR To = 9.9 min, CN = \ PRE -DRAINAGE AREA TO POA#12: 2.68 ac S % 1 F \ ` `\ 1 \- ,goti NN •} CN = 65 ; ` t111 TkpF vAv v1 ------------- ���` ��. A v`v Tc: 1001 sheet flow W/ A ELEV = 8 / 1 111! ♦ G zo �go9c�oRF Nc \` Ns�ooToro F U , ` PROP SIP GI?A AmGIN & 41W OF CONIC. FLOW W/ A ELEV. = 80 1 5� ? I itic T F °msreucna Y ` TC:9.9min #* ' r'Q18&QO J '�qcR tp \4 - - Fyn"r �♦ s "-EASMCNr`� / \ PRE - O i year = 1.80 cis 4 _ - ea PRE - O 10 year = 7.63 cis au Ivs y' ! \ - - _ ; SWM EASEMENT -�' r �EA4p pR \'\ I d 10 1 0 AD I3 II I�/�N'�F• �<�...-\II `p�a�eF° !'�T.vs����s�����s- ,``` a" • � Iy M•I 1« ' ♦ w I I I I. � " EnscNENI .�•• ■ II I 11. 1`. 'D8P1N I I 1 8 �� ____-_ __PROP. -P GRAGING_ANO CONS 3 10 Wn 1 II 11 III h� 1 - - iRUCTiON EASEMEN_i ♦ � ■ � w � �F• M'•'• � paw Ph 5 qj1I 1 1 I V C �� �� ■ B�`9 1 1 /��' / _ v l D vV 1 A \ p A. 1 A`A \`\ ' \ I I 1 \ \ \ \ \ I 1 I I 1___ o A I p I-/- 1\` a j j '( i J 1� - - �44 / •' `I -s %�'f NE^SERA I t` \f 4. 44 ADR . VVI 5169 P6.56 , \ II \ LEGEND FIRE ROAD NOTE LOT 245 THROUGH 254: ALL TOWNHOUSE AND VILLA UNIT ROOF DRAINS SHALL II 0 50 100 150 ME PLAN VIEW TIE-IN TO THE PRIVATE STORM DRAINAGE PIPES. WHERE APPLICABLE, ALL FOUNDATION ME ME ME ME ME DRAINS FROM THE ATTACHED UNITS SHALL TIE INTO THE PRIVATE STORM DRAINAGE SCALE: 1"=50' STEEP SLOPES (MANAGED) PIPES AS WELL. (FROM APPROVED PHASE IIB PLAN WP02016-71 AMENDMENT #2) STEEP SLOPES (PRESERVED) HP STORM TRENCH INSTALLATION DETAIL MIN. COVER TO !� , MIN. TO RIGID PAVEMENT, H �� �� ," FLEXIBLE PAVEMENT, H C; r � `r FINAL INITIAL SPRINGLIKE - -- O - - BACKFILL HAUNCH BEDDING 4" FOR 12-.24" PIPE J 6' FOR 30"60" PIPE MN TRENCH WIDTH I 5UITABLE I` (SEE TABL- EI FOUNDATION NOTES! 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS". LATEST ADDITION, WITH THE EXCEPTION THAT THE INITIAL BACKFILL MAY EXTEND TO THE CROWN OF THE PIPE SOIL CLASSIFICATIONS ARE PER THE LATEST VERSION OF ASTM D2321. CLASS NB MATERIALS (MIN, CH) AS DEFINED IN PREVIOUS VERSIONS OF ASTM D2321 ARE NOT APPROPRIATE BACKFILL MATERIALS. 2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL. WHEN REQUIRED. 3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE. THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER. THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL 4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I. II, IN, OR N. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER COMPACTION SHALL BE SPECIFIED BY THE ENGINEER IN ACCORDANCE WITH TABLE 3 FOR THE APPUCARLE FILL HEIGHTS LISTED. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 12.24" (300mm600mm) DIAMETER PIPE: 6" (150mm) FOR 30'60" (750mm•1500mn) DIAMETER PIPE. THE MIDDLE V3 BENEATH THE PIPE INVERT SHALL BE LOOSELY PLACED. PLEASE NOTE, CLASS N MATERIAL HAS LIMITED APPLICATION AND CAN BE DIFFICULT TO PLACE AND COMPACT! USE ONLY WITH THE APPROVAL OF A SOIL EXPERT. 5. INITIAL SACKFILL: SUITABLE MATERIAL SHALL BE CLASS 1, II, 01, OR N IN THE PIPE ZONE EXTENDING TO THE CROWN OF THE PIPE" THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM 02321, LATEST EDITION. COMPACTION SHALL BE SPECIFIED BY THE ENGINEER IN ACCORDANCE WITH TABLE 3 FOR THE APPLICABLE FILL HEIGHTS LISTED, PLEASE NOTE, CLASS IV MATERIAL HAS LIMITED APPLICATION AND CAN BE DIFFICULT TO PLACE AND COMPACT! USE ONLY WITH THE APPROVAL OF A SOIL EXPERT. 6. MINIMUM COVER: MINIMUM COVER, H. IN NON -TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" (300mm) FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC TABLE 1. RECOMMENDED MINIMUM TRENCH WIDTHS PIPE DI AM MIN. TRENCH WIDTH 12' 30 30T 782mm) IT 34' 378, 864mm 18, 39 450mm 991 24" 48' BOO 1218mm 30' 56 750M. 50 1464' 36- 84' 42" 77 1048" 1880, 48" 80' 1200mm 2032mm 1500Mm) 2438.) TABLE 2, MINIMUM RECOMMENDED COVER BASED ON VEHICLE LOADING CONDITIONS SURFACE LIVE LOADING CONDITION HEAVY CONSTRUCTION PIPE DIAM. H -25 (75TAXLE LOAD) 300mm-1200mm 30Iw- 5mm 1219mm fi0' 24• 60' i5% NIOMM 1524mn 'VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER TABLE 3. MAXIMUM COVER FOR ADS HP STORM PIPE. 0 CUSS I CLASS 1 CLASS IN CUSS N PIPE DIM COMPACTED 95% 90% 85% 95% 1 90% 95% IT 41 28 21 16 20 16 16 (300mm) (12.5m) (8.5m) (SAM) (4.9m) (6.1m) (4.9m) (4.9m) IS. 42 29 21 16 21 18 18 (375mm) (12.8m) (B.BIR) (SAM) ICBM) (6Am) (4.9m) (4.9m) Is, 44 30 21 16 22 17 16 (450mm) (13.4m) (RIM) (6Am) (4.9m) AIM) (52m) (4.9m) 24' 37 26 18 14 19 t4 14 (600mm) (11.3m) (7Bm) (6.5m) (4.3m) (SAM) (4.3m) (4.3m) 30• 39 27 19 14 19 15 14 (750mm) (I IBM) Ill (5.8m) (4.3m) (5.8m) (4.6m) (4.3m) 36' 28 20 14 10 14 11 10 (900mm) (8.5m) (6.1m) (4.3m) (3.0m) (4.3m) (3Am) (3.0m) 42" 30 21 74 10 76 1f 10 (105OMM) (9.IM) (6Am) (4.3M) (3.0M) (4mlL) 13A.) (3.0m) 48" 29 20 14 9 14 10 10 (1200mm) (e em) (6.tm) (4.3M) (2,7M) (4,3m) (3.0m) (3.0m) 60• 29 20 14 9 14 10 9 (1500mm) (8.11m) (e.tm) (4.3m) (27m) (4.3m) (3.0m) (2.7m) FILL HEIGHT TABLE GENERATED USING AASHTO SECTION 1Z. LOAD APPLICATIONS: CLASS I OR 0 MATERIAL COMPACTED TO 90% SPD AND CLASS 11 COMPACTED TO 95% SPD IS REQUIRED, RESISTANCE FACTOR DESIGN (LRFD) PROCEDURE WITH THE FOLLOWING FOR TRAFFIC APPLICATIONS. MINIMUM COVER, H. IS IT (309mm) UP TO 48" (1200mm) DIAMETER PIPE AND 24' (600mm) OF ASSUMPTIONS: COVER FOR 60' (tS00mm) DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT NO HYDROSTATIC PRESSURE OR TO TOP OF RIGID PAVEMENT. UNIT WEIGHT OF SOIL (ys) a 120 PCF 7. FOR ADDITIONAL INFORMATION SEE TECHNICAL NOTE 2.04. B REV.MA%IMUM COVER H%GHT5 RIND ml1VIT �vuHNx.,Bc REV, cexWvTON BY NMmDrvr cHlm ADVANCED DMINAGE SYSTEMS. HO(•ADS') HAS PREPARED THM DETAIL BASED ON INFORIMTAX, MMMED TO ADS. TINS DRAWING IS 1^ JAB INTENDED TO OENCT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR OE91ON SERWC-FGR M9 014409 PROJECT.NORHASAOBINOE➢ENDENTLTVERIFEDTHEINFORMAl SWPUM. THE HSTALUITION DETALBPROVbEDHEREN MEIIENERPI 'IRBNCB Bi5T1LL►770N .MO LRUFIMNBLVO RECOMMENDATIONS AND ARE NOT S CFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL REVIEW THESE DETABS PRIOR TO DENCH INS STATIl WLLWND.OWO BLVD ^ CONSTRUC110N R IS THE DESIGN ENGINEERS RESFCNSEILRY TO ENSURE TIME OETNLS PROMOED HEREIN MFFTSOR IXCEED6 THE NITS MPLITABLENAIIONALSTATEORLOCHLREOUIREMENTSANOTOENWRET TTHEDETNLSPROVIDEDHERBNM✓EACCEPTABLEFC TINS .nMCu,N.re na+mlC PROJECT. DRAWING NUN4 - STO.101D ,OF, 455 450 445 440 435 430 425 420 415 410 405 400 395 94 B A 455 Lc X o ed - rr � FIRE ROAD /-TOAD DAM 444.00 OPOS-EB FIRS GGESS ROAD- AUE I-TH-REVERSE - PE�€Nl - ---------- i L_ - EX6TING-GRADE HORIZONTAL SCALE -la VERTICAL SCALE 1'=11Y - 75 10+00 11+00 oP# OUTLET PROTECTION SPECIFICATIONS VDOT EW-1 HEADWALL 15" HP PIPE Q1 = 0.772 cfs Q2 = 1.708 cfs Q10 = 5.308 cfs 450 445 MR 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 HeH 395 12 00 OUTLET PROTECTON IS SIZE IN ACCORDANCE WITH PLATE 3.18-3 OF THE VIRGINIA EROSION CONTROL MANUAL. Wo=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 a o � 3 EC-1 CLASS I RIPRAP ^ w D 24" MIN. DEPTH Q; z W/UNDERLYING F.F Za llr1 J� � J� �x \ J W STANDARD EC-1 CLASS 1 1 REQUIRED TYPE A INSTALLATION OUTLET PROTECTION MIN DEPTH OF RIPRAP = 24" /I 0 U m i 7 Tn U a�g O O;0 J> C) V1 Q, ,- 5W ' cr W I- > m LL 0co = w ? w O < como J� a aZ �vcn 3 ZO CE O co x co OCCE N a CC N /h w W co N "FQi`�11' Q W co O oJ_ U) O C) � Cn W M Fil J0r z AU)¢ > rn % a U a DESIGNED BY:1 UVN DRAWN BY: 11ARC 'CHECKED BY: I JILT PyTH Op Ct�c Jimmy L.Taggart Lie. No. 4 22841 4? �D,A�11/17/2020 Dti4`" J ONAL E� LO 4 W � L J L J = L U , J_ Q E W cr N i c� W (O 0 D- c 0 J WM c W f DATE: 10-22-2019 SCALE: AS SHOWN JOB: 8438 SUB: 2019-00170 SHEET: 18 OF 24 r/ PRIMITIVE TRAIL SHOULD CONNECT INTO THE EXISTING NATURAL TRAIL FROM BELVDERE BLOCK 10. PRIMITIVE TRAILS STANDARDS PRIMITIVE TRAILS ARE TO BE CONSTRUCTED TO THE ALBEMARLE COUNTY DESIGN STANDARDS MANUAL CLASS B-TYPE 1, PRIMITIVE NATURE TRAILS STANDARDS. SURFACE: EARTH MIN. WIDTH: ENOUGH TO MARK LOCATION DESIGN ALIGNMENT: 20% MAXIMUM GRADE (THIS IS A MINIMUM IMPACT NATURE TRAIL) _ _ 1 1 . OTHER DESIGN CONSIDERATIONS: TRAIL BREAKS TO PREVENT EROSION, WITH FOOT BRIDGES OVER MAJOR OBSTACLES.. BELVEDERE LAND HOLDINGS LLC TMP 62A3- I VACANT ZONING: NMD 90.78 ACRES 7 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 s 57 W 78304, LEGEND STEEP SLOPES (PRESERVED) SCARLET OAK SHADEMASTER THORNLESS HONEYLOCUST GREENSPIRE LITTLELEAF LINDEN . VILLAGE GREEN ZELKOVA SEE SHEET 21 FOR ADDITIONAL NOTES & DETAILS \' 00 A zU m w mo U ° O N 0 O 0� J> ° rn <Ld a: Q J V/ 01 OU a� a _y "0 = w ❑ 0- _Z C) O Zw� o O Q i5J � v Z U z0 uF O01 W LLZ 0 0 N a¢ m W N U) Lu J O U) i r O ❑ w � H v U O w M z < rmo a rn U a z 0 a U 0 0 Oz IA z 27 21 21 2f � a z z z z w w w w 0 0 0 0 w � 0 0 0 0 U U U U H r r r z z z z D D D D O O O O U U U U o O o 0 N N N yJ N O O O O N N N N a O ti N N h N O V �O O1 0 z N rc ESIGNED BY: UVN rDRAWNBY: ARC HECKED BY: JLT of `roc �o����yTx UC /,7 Y 9 Jimmy L. Taggart Lic. No. 4 A 22841 -po, 11�17�2020 `e�w Egst0NAL 00 Q z_ 0 W LO Jai Z Q E" Q CO W Q ''W^ VJ T Q T W 0 O W i z CD J Q F W 0- o z N 0 �W Cfl� a Q z W cl) O c U �JH-Q Q W W m a 0 DATE: 10-22-2019 SCALE: 1 "=30' JOB: 8438 SUB: 2019-00170 SHEET: ZU OF 24 i PC U]td1=411la PROTECTIVE DEVICE MAXIMUM LIMITS OF CLEARING AND GRADING PROPOSED GRADING \ / a. IS LESS THAN 5' �� CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES Source: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976 ('Tp'*-*I TREE PROTECTION NO SCALE REINFORCED RUBBER HOSE, ARBOR TAPE, OR NYLON WEBBING 12" Plate 3.38-1 PRUNE DEAD OR DAMAGED BRANCHES. DO NOT PRUNE CENTRAL LEADER. REINFORCED RUBBER HOSE, ARBOR TAPE, OR NYLON WEBBING 2X2 HARDWOOD STAKE PLACE TOP OF ROOT BALL SLIGHTLY ABOVE GRADE. -SHREDDED HARDWOOD MULCH (MIN. 4" DEPTH (DO NOT MULCH AGAINST TRUNK OF TREE) -EARTH BERM AROUND BED REMOVE STRINGS, WIRE, BURLAP FROM TOP 1/3 OF BALL ON UNDISTURBED SOIL DECIDUOUS TREE PLANTING DET GENERAL NOTES & MINIMUM STANDARDS 1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT AND THE LANDSCAPE ARCHITECT. 2. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. 3. TREES SHALL BE 1.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED. 4. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF. 5. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 6. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001. 7. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL PROJECT ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED, OR IS UNHEALTHY AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 8. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN. 9. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 10. STREET TREES PROVIDED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. VDOT NOTES: 1. STREET TREES PROVIDED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 2. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS STREET TREE REQUIREMENTS 1 TREE / 50 LINEAR FEET FRONTAGE FOWLER STREET 703.7 LINEAR FEET OF FRONTAGE / 50 = 14.0 s 2 = FOWLER CIRCLE 537 LINEAR FEET OF FRONTAGE / 50 = 10.7 * 2 = TREE CANOPY REQUIREMENTS 20% TREE CANOPY REQUIRED 28 TREE REQUIRED 28 TREES PROVIDED 22 TREE REQUIRED 22 TREES PROVIDED TOTAL PHASE 1 AREA = 8.58 AC (373,822 SF) OPEN SPACE = 3.92 AC (170,755 SF) I 1. 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%) PLANTSCHEDULE KEY QNTY. BOTANICAL NAME COMMON NAME SIZE NOTE 10-YEAR TREE COVERAGE I AREA (SF) TOTAL (SF) Canopy Tree GT 16 Gleditsia triacanthos inermis "Shademaster" SHADEMASTER THORNLESS HONEYLOCUST 1.5" Cal. B&B 424 6784 QC 10 Quercuscoccinea SCARLET OAK 1.5" Cal. B&B 370 3700 TC 12 Tilia cordata "Greens ire" GREENSPIRE LITTLELEAF LINDEN 1.5" Cal. B&B 249 2988 ZS 12 Zelkova serrata 'Village Green' VILLAGE GREEN ZELKOVA 1.5" Cal. B&B 452 5424 TOTAL 18,896 County of Albemarle Conservation Plan Checklist -To he placed on Landscape Plans (Handbook, pp 111-284-1 t 1-297 for complete specifications) 1. The following items shall be shown on the plan: 6111 "frees to be saved: Id Limits of clearing (outside dripline of trees to be saved): Id Location and type of protective fencing; lid Grade changes requiring tree wells or walls: M Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: 6d All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 66 No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: ld Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: Such devices shall not adversely affect trees to be savant. 6. Fires: IA Fires arc not permitted within 100 feel of the dripline of trees to be saved. 7. Toxic Materials: Tot70 xic materials shall not be stored within 100 feel of the dripline of trees to he saved. 8. Protective Fencta�: Trees s to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. m Fencing shall be in place and shell he inspected and approved by a County Inspector prior to grading or construction. 9. Tree �Wells- [A When the ground level must be raised within the dripline of a tree to be saved, save well shall be provided and a construction detail submitted for approval. 10. Tree Wells; When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trencl . in and T nnelin When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. 'funneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Clea�nu : lb Protective fencing shall be the last items removed during the final cleanup. 13. Dama ed Tre : Damaged trees shalt be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER_ WITH THE CONTRACTOR ON TREE CONSERVATION 01/31/2020 (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 A U m w F- -o U a, Z �N � O r)to ° ��'^ Q 01 IE � J LL! m vi J ::) OU QU) a fL = w o C Z tJr- O O� zw� $5¢ C) Q J Q > QZ gac=1 > r� Z O O fD xCO O LL O> N (L W (0Lu N Yam+ cow o J r co co n z co rn W U O OJ w U6rnIr Z im= o= a 0 U a z O a U U 17ji a f] 0 z z V N N N F- F- F- F- Z Z z z a w w w w z W 0 0 0 0 0 0 0 0 0 �: r_ r r z z z z 0 0 0 0 U U U U 0 N N N w o 0 0 0 F N N N N Q O z N n M v �o����,y,�T//H�f/o'f `roc U ! 9 I'lo �7 /I Jimmy L. Taggart Lie. No. 22 41 44 A�pF 11 /17/s2020 14 �SSIaNAL ECG Q Z_ 0 <QW V2 � a - I Q z � QW COW Q J In �Q JQ W LL 0 C/] rr F J Q z W o z �oCN0 t>zS W (D U a 0 Q oC W Q W a 0> X0 J F- Q z a W IL m 0 0 IE DESIGNED BY: UVN DRAWN 8Y: ARC 'CHECKED BY: JLT DATE: 10-22-2019 SCALE: NA JOB: 8438 SUB: 2019-00170 SHEET: 21 OF 24 O r RD 0 O n suffer space Will W 5 ft. 3 ff min. 6 ft min. w/trel 13 ft min. Plant line 7 In. min, next to roll top curb 4 In min. elsewhere J rc6Rgaa'TId S(JOgCIIAWI . > ' D . ' D . ff the uNNfy space is paved,cnnrnsfructibn shall be on cwnpac Ed subgrode and Ue tldckl8$ shall lnalcA that of the sidewalk, however, the area will not be cwisiderNad part 17t the minimum Width repWred for sidewalk. If trees are pill In paved pedestrian oreas.they shell be planted In free wells that Include a planttrlg orale, approved by the OistrIeAGIW(dstrotor's Designee. However. the width of sidewalk passing the tree well s1A71! be at least 4 fed In width FIGURE 6- DETAIL BACK OF CURBS MATERIALS TO TRENCH SPOILS TO BE PLACED ON THE GROUND TO BE GRADHI BE PLACED ON THE 1/LOW SIDE OF TRENCH TO ORIGINAL CONTOURS HIGH SIDE OF TRENCH DURING CONSTRUCTION, AFTER BACKFILL. DARING. CONSTRUCTION. 00 TOP OF GROUND r- SLOPE - - - � V - COMPACTION PER COUNTY SPECIFICATION F TA REMAINING BACK ILL SHALL NOT CONTAIN Tj 36° MIN. ROCK, OR DEBRIS MATERIAL LARGER THAN 5" IN ANY -DIMENSION. 24" MIN, 8" MIN. INITIAL BACKFILL' (6' LIFTS) 'THOROUGHLY COMPACTED BY HAND OR APPROVED. MECHANICAL TAMPER. EMBEDMENT DIAMETER OF PIPE SPRING LINE OF PIPE O HAUNCHING BEDDING: 6" MAX,'.. ...... 4" MIN.. N0. 68 STONE FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE. UNSTABLE) [ALL PIPE] NOTE: CONTRACTOR MUST INSURE THE STONE IS PROPERLY COMPACTED, ESPECIALLY UNDER THE HAUNCHES OF THE PIPE. BEDDING, BACKFILL AND TRENCH SPOIL PLACEMENT SEE STANDARAD SL-1 FOR APPLICABILITY OF SAFETY LABS. STANDARD MI NOTE FRAME &COVER THE TOP OF MASONRY IS TO BE LEFT ` SUFFICIENTLY LOW TO PERMIT PROPER I ADJUSTMENT OF COVER AND FRAME TO GRADE BY THE USE OF MORTAR OR :. BRICK AS DIRECTED BY THE ENGINEER. SHEET 1 OF 5 FH:J 7/01 ID6.0T a 0 ZU ME, - __ZT ST-1 J- fi __1A DIAMETER- 4•-8"• (2 x WALL THICKNESS) 10 SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK 45' T-DI.1 STANDARD DI-1 FRAME TOP & GRATE \\\�- #4 BARS a V C-C 44 0A DIAGONAL BAR ®ALLLCORNERS 1 Il ll llll1111111111111111 TYPICAL - Il � ������{{��U� O 4'-10" DIAMETER DI-1. 1A PC ALTERNATE TOP I I I I y �I O I I �00�00����0000 I I N\I ri- r❑ �i�-�u RECOMMENDED MINIMUM HEIGHT CHART PIPE H DIMENSION SIZE CONCRETE CORR. METAL 12" T-6" 2' 5" 15" 2'-9'/4' 2'- B" 18" Y-0 ' i 2'-t1" 21° T-3 a" 24" 3'_7" .�D B" DOWELS 12 q5 BARS 1800 INS. GROUT 5'LONG (WITHOUT GRATE) (53 LBSJ NOTES: 1, SEE GENERAL NOTES PRECAST FOR ADDITIONAL DETAILS. 2. CONCRETE TO BE 4000 PSI MINIMUM. NOTES: 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM C-478, ASTM A-497 1. TONGUE AND GROOVE JOINT TO BE OF FABRICATOR'S DESIGN MEETING THE (WIRE FABRIC) AND ASTM A-615 (REINFORCING BARI 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. 2. ALTERNATE JOINT DETAILS APPLY TO ALL PRECAST UNITS. 5. SEE STANDARD V-1, 1A FOR DETAILS OF FRAME AND GRATE. 6. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH ALTERNATE JOINT DETAILS MANUFACTURER. SPECIFICATION STANDARD PRECAST TOP UNITS REFERENCE 05 VIRGINIA DEPARTMENT OF TRANSPORTATION 3233 02 103.03 HALF PLAN VIEW HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES 1. QUART TIES SHOWN PRE FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.785 1.437 5 0.7 0.705 1,699 6 0.9 0.785 1.961 7 1.0 0.785 2.223 8 1.2 0.785 2.485 9 1.4 0.785 2.747 10 1.6. 0.785 3.009 11 1.9 0.970 3.455 12 2.2 0.970 3.817 13 2.5 0.970 4.179 14 2.B 0.970 4.541 15 3.1 0.970 4.903 16 3.4 0.970 5.265 17 4:0 1.173 6.032 INCREMENT 0.45 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 IS TO BE 5". OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6. ALL CONCRETE TO BE CLASS M. 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 SHARING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. MANHOLE FOR 12'' - 4811 PIPE CULVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION EXISTING OR PROPOSED SIDEWALK OR SIDEWALK SPACE FOR DETAILS OF INLET JOINTOINT ON KEYED COAST. DH3A, 3B, BIDE BARS D 6 APPROACH EXPANSION JOINT 3'-q" FRAME b COVER m BACK OF SIDEWALK JOINT GUTTER SEE STANDARD K:-2. /- BAR G IN GU PEEpp BARS G 4" 2- � m� GUTTER BAR$ C SUBBASE LJ Y'BARS B o w 2 ARS F m� _ - - HARDWARE CLOTH IY ARS F SEE NOTE 8 } °i I I x STEPS.'SE NOTE 15 0'. 8B••IIIt 6'. MIN. PLANlob, SECTION A -A AV MAX �A 0'MA%. KEYED CONST.JOINT L-VATIABLE - MA%. 20' L 2=0"-IB• 2•-6•• 6'• 3•-0" 2" 1 WARPED GUTTER iv I B W1811MIS APPROACH 32 C B S G I 1 -- _} _ _ I BARS F BARS E I+_B 'W3" DIAMETER ��yy��/�j/� j WEEP HOLE FRONT ELEVATION N BARS F _- (GUTTER REMOVED) 5XIG" BENT RATE \ SECTION B-B R TYPE A NOSE DETNL SHALL BE USED WITH CG-3 b CC-) STANDARDS A L2%i'X21/ "%'/4" TYPE a NOSE DETAIL SHALL BE USED WITH CG-2 6 CC-6 STANDARDS. GKVAIWA" TYPE A TYPE B I/i X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68•}0' TO ANGLE IRON AT 2'C-C. NN EN T ANCHORED WITH % {" STUD AR CONNECTORS D 5 0 BE ANC 0 ED 1 lA SHE NOS TALI E DETAILS WELDED TO BENT PLATE AT 2'CC. � 2" APPR. PAVEMENT DH3A L R 0I-38 L M-3C L - WARPED PAVEMENT -I�----_ N _ s I = I L FLOW FL Ow p-0'• 1 J DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE W SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL XvDOT STANDARD CURB DROP INLET $REFERENE ICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET i OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) " 8' 233 104.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. I I I I SLOPE TO GRAIN TO INVERT ECTION A OF OUTLET PIPE -A rF TREATMENT IN DROP INLETS SLOPE TO DRAIN TO INVERT OF OUTLET PIPE a• I " 311 .I IUIN D-D PLAN METHOD OF TREATMENT IN MANHOLES SPECIFICATION REFERENCE STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 106.08 CG-98 W H F `. ENTRANCE _ LIMITS OF PED. ACCESS ROUTE ® o LIMITS OF RED. ACCESS ROUTE UNPAVED SPACE NON -TRAVERSABLE = UNPAVED SPACE 51 OFT WIDTH ENTRANCE _ I. LINTS OF PED. o LIMITS OF PED. CESS ROUTE ® NO -TR V RSASLE : ACCESS ROUTE PEDESTRIAN ACCESS ROUTE DETAIL WITH & WITHOUT UNPAVED SPACE ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS OF PEDESTRIAN ACCESS ROUTE IN EXTEND BEYOND EXISTING OR PROPOSED VDOT RIGHT -OF WAY. I I ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTIN ITS • �- ' 6' -1;: UNOBSTRUCTED, STABLE, FRM AND SLIP RESISTANT ue b9?oqo?e PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A A e FACILITY THAT CAN BE APPROACHED. ENTERED AND USED BY PEDESTRIANS IF ACCESS ROUTE IS ADJACENT TO BACK OF CURB, MINIMUM WIDTH SHOULD BE 6'. SECTION F-F C �J HALF PLAN * IF PEDESTRIAN ACCESS ROUTES ARE BEING EI • PROVIDED, A MINIMUM 4' IRAVERSILIE WIDTH.^2._0 '1,I IS REOURED WITH A MAX. 22 CROSS SLOPE. u. e. • E. WHEN USED IN CONJUNCTION WITH STANDARD PARABOLIC CG-3 OR CG-7, THE CURB FACE ON THIS ' I IT PeV`n CURVE VE STANDARD IS TO BE ADJUSTED TO MATCH THE p%xEO MOUNTABLE CURB CONFIGURATION. Yo bo?e: o4o NORMAL GUTTER I'�P7CE' ® ®__ -- ® _________-__�x SECTION E-E • n. • t:. . e. • e. • 6.� ' . b. • e. • n. • e. 44e4 o' * 0% TO 10% CHANGE 9b SbE^e4o4 oYo kg- it! CLASS A3 (H.E.S.) CONC. I' 6" AGGR. BASE TYPE I SIZE 21B • >. 5.-0.. ® POINT OF GRADE CHANGE • t;,' 6• pA 129 MAX. SLOPE 5'-0'• . FOR CURB AND GUTTER ONLY R -•>. •e. -t. FOR I x x t2 X MAXIMUM INCREASE IN SLOPE AT MINIMUM Vol INTERVALS 6eIII,.— , T • o BUILT CONCURRENTLY S4o9 zn SECTION C-C x x x 3 % MAXIMUM DECREASE W SLOPE FOR FIRST 10'INTERVAL AND UM 8 %MAXIMUM DECREASE FOR SUCCEEDING MINIMUM q' INTERVALS SECTION D-D SPECIFICATION VDOT REFERENCE STANDARD ENTRANCE GUTTER ROAD AND BRIDGE STANDARDS 502 REVISION DATE SHEET 1 OF 1 VIRL:NA DEPARTMENT OF TRANSPORTATION 0]/15 20302 DETAIL 1 y� 11 '�,•� 8 - L, - ff GA - - SECTION B-B TYPE OF OUTLET PROTECTION MATERIAL MAXIMUM OUTLET (FOR DESIGN STORM) MINIMUM "T" (RCHESI CLASS AT CLASS At DRY MPRAP 8 fps IB CLASS I CLASS I DRY RPRAP 14 fps 24 CLASS I CLASS I DRY RPRAR 19 fps 36 DETAIL 2 SECTION A -A PLAN VIEW r- - I ---_1 _--� A D � I I D I � I Optional I D Const. I Joint 10 D D ry Bars H # 5 a Ba12"Hi,><5 12" c-c TABLE OF QUANTITIES DI-3A 38, 3C TYPE L AREA OF SLOT REINFORCING STEEL Concrete BARS A BARS B BARS C OARS D BARS E BARS F BARS G WEIGHT FL 5 . FL Cu. Vds. No, Lln. R. Np. Lin. FL • No. Un, Ft. Na. Un. F No. UP FLNI No. Ln. fl.# No LinFL* Los. DHSA '-6" 1.15 2,26 - - - - 1 '-7" 3 3'-2" - - - - 6 1•- " 22 4' 1. 3 2.59 5 P4" 2 6­7" t 6'-l0" 3 ' -7" 3 S-2" 4 V-B" 3 r-1 4 T- " 64 2.75 3.02 5 3'_6" 6 &-7" to '. .. 1 3 3._2" ♦ 3 ._6., 4 Il III OF ] 4 5 5'•6" q 3 p-2" 4 3 1'-6" 4 DI-3 B 5 7'- " 6 14 '-f 6'-7' to 6 0 3 3'- 4 3 I'- " 6 4 4 IT 5.50 C34 5 III t8 to _ '. " 3 3'-2" 4 ._ " 3 1.-14 ,_ 251 14' 6.42 4J8 5 ll'-6" 22 - - 3 5',7" 3 3'-2" ♦ IT-6" 3 E-6" 4 1•- •' . 7. 3 5,22 5 13'-6" 26 '-7" 3 '-2" 4 I '- " 3 11-6" 4 181 8125 5.66 5 15'-6" 30 '- " '- 3 5'-7" 3 3'-2" 4 IS'-6" 3 V-6" 4 •- •' 391 9.17 51 IT_6" 34 ._ V-10" 5'-7" 3 3,_2„ 4 17'-6" 3 1-6.. 4 .. .. 430 6' 2,75 3.01 10 1'-9" 4 6'-7" to 6'-10" 5 5'-7" } 3•-2" 8 V-9" 6 V-6" 2 1'-0'• ,it 8' 3.67 3.45 10 2'-9" 8 6'-7" \0 6'-q" 5 5'-7" } 1 3'-2" 8 2--g" 6 P-6" 2 11'- 158 ' 4.5 10 3--9" 12 6'J" to 6'-q" '-7" 3 3'- '- 6 1'-6" 2 5 12, 0 10 4..g.. t6 ,_7.. t ,_t .. ._7•. } }._ �. 4_ �• 6 P_6.. 2 5^ DI.3C 1 . 6.62 7 10 5'-9" 20 6'-7" to 6'-q•' S - 3 3'-2. '-9" 6 I'-6" 2 16' 7.33 5. 1 10 6'-9" 24 '-7" '-1 •' S '-7" } 3'-2•• B 6'-9" 6 I'-6" 2 - 4 8' 5 .6 10 7'-9" 2 6'-7" to 6'-10" 3 3'-2" T-9'• 6-6" 2 QR NOTES 1. DEPTH OF INLET IN) TO BE SHOWN ON PLANS. 7. 1t 4 X B" SMOOTH DOWELS AT APPROXIMATELY 15. THIS AREA MAY BE EARTHEN,IN WHICH CASE 12" C-C TO BE PLACED IN ALL AREAS ADJACENT THE EXPANSION JOINTS WILL APPLY ONLY TO - _. THE "H" DIMENSION SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENT CURB AND GUTTER. AND SPECIFIED ON THE PLANS WILL BE SETTLEMENT. MEASURED FROM THE INVERT OF THE OUTFALL 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH PIPE TO THE TOP OF THE STRUCTURE 8. 3" DIAMETER WEEP HOLE TO BE LOCATED TO (ED OF 5'-2" WITHOUT PIPES. THE AMOUNT PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY DRAIN SUBBASE MATERIAL. WEEP HOLE WITH DISPLACED BY PIPES MUST BE DEDUCTED TO FOR ESTIMATING PURPOSES AND THE ACTUAL I2"X12" PLASTIC HARDWARE CLOTH I/i' MESH OBTAIN TRUE QUANTITIES. FOR INLETS OF DIMENSIONS SHALL BE DETERMINED BY THE OR GALVANIZED STEEL WIRE, MINI MUM WIRE DIFFERENT DEPTHS ADD OR SUBTRACT 0.32 CONTRACTOR FROM F ELD CONDITIONS. DIAMETER 003",NUNBER 4 MESHHAR HARDWARE CUBIC YARDS 0F CONCRETE FOR EACH FOOT CLOTH ANCHORED FIRMLY i0 THE OUTSIDE OF DEPTH, WHEN SPECIFIED ON THE PEAS THE INVERT IS OF THE STRUCTURE. TO BE SHAPED W ACCORDANCE WITH STANDARD 17. LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1 PLAC THE COST OF FURNISHING AND WG ALL 9 ALL REINFORCING STEEL SHILL HAVE A MIN. OF 2 IS TO BE L+i6" AT 4_q LBS./FT., MS-LAT MATERIALS INCIDENTAL T THE T E AILS GDE AL O E SHAPING 5 0 RE COVER F CO E O 2' IN_ W THE BID PRICE FOR TSTRUCTURE.4H INCLUDED E D CE 0 HE 18. N T NTH (I AR. DENOTES E$ LEG OF ONE 7B q. ALL REINFORCING STEEL TO 8E CUT CLEAT OF N THE EVENT THE INVERT OF THE OUTFACE ALL OPENINGSBY 2". 19. ALL REINFORCING BARS TO BENS. 4_ PIPE THAN THE BOTTOM OF THE RE, THE STRUCTURE, THE INVERT OF THE STRUCTURE 11. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 20. WHEN INLET IS USED MEDIAN. BACK OF SHALL BE SHAPED WITH CEMENT MORTAR TO (3000 PSG. PRECAST CONCRETE IS TO BE INLET IS TO BE SHAPED TO TO CONFORM TO PREVENT STATURE OR PWATER 4000 P51. PROPOSED CURB. IN THE STRUCTURE. THE COST OF FURNISHING COST AND PLACING ALL MATERIALS INCIOENTN_ TO 12. LENGTH OF SLOT (L) WILL,( EVERY CASE, BE THE SHAPING is TO BE INCLUDED IN THE BID SHOWN ON PLANS. PRICE FOR THE STRUCTURE. 13. P (CET IS CONSTRUCTED W MEDIAN CURB OR 5, STEPS ARE WHEN H WITH INTEGRAL CURB. GUTTER IS TO BE G . RDETAILSPROVIDED A ST- OR GREATER. FOR DETAILS SEE STANDARD ST-1. OMITTED (SEE DETAIL). 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. 14. STANDARD BEETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING DI-MB. REFERENCE STANDARD CURB DROP INLET ROAD AND BRIDGE STANDARDS 233 121I 30" PIPE: MAXIMUM DEPTH (H) - 81 REVISION DATE SHEET 2 OF 2 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 10410 NOTES 1. DEPTH OF INLET LR TO BE SHOWN ON PLANS. 9. ALL REINFORCING STEEL SHALL HAVE A MIN. COVER MAXIMUM DEPTH (H) TO BE 20'. FOR DEPTHS OF 2". LESS THAN T USE STANDARD DI-2A 2B 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 MEASURE IND THE FROM INVERT THE L" PIPE TO THE 11. N- PLACE CONCRETE IS TO BE CLASS T LAN TOP THE STRUCTURE. PLAN DIMENSIONS [3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. (3000 0 AP ARE APPROXIMATE ONLY FOR ESTIMATING TIM PURPOSES AND THE ACTUAL DIMENSIONS SHALL 12. LENGTH OF SLOT fLJ WILL, IN EVERY CASE. BE BE DETERMINED BY THE CONTRACTOR FROM FIELD SHOWN ON PLANS. CONDITIONS. 13. THIS STANDARD IS INTENDED FOR USE IN CURB 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO AND GUTTER SITUATIONS ONLY. BE SHAPED IN ACCORDANCE WITH IS-1. ACING ALL THE COST FURNISHING AND PLACING ALL 14. OPTIONAL CONSTRUCTION JOINT IS USED IT IS IN MATERIALS INCIDENTAL TO THE SHAPING IS TO BE T TO BE KEYED. ALL SPLICES IN BARS V TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. A MINIMUM OF 40 DIAMETERS (20"). 15. FOR PLAN VIEW OF INLET SEE STANDARD DI-2A,2B, d. IN THE EVENT THE INVERT OF THE OUTFACE PIPE 2C. IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED 16. FOR DESCRIPTION AND LOCATION OF DIMENSION L WITH CEMENT MORTAR TO PREVENT STANDING OR SEE SHEET 104.03. POINTING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS 17, FOR NUMBER OF BARS A REQUIRED AND LENGTHS INCIDENTAL TO THE SHARING IS TO BE INCLUDED SEE SHEET 104.04. IN THE BID PRICE FOR THE STRUCTURE. 5. STEPS ARE TO BE PROVIDED. FOR DETAILS SEE 18. QUANTITIES SHOWN ARE FOR MINIMUM INLETS OF Cloth ST-1. EACH TYPE. FOR INLETS OF GREATER DEPTHS -Hartlware. STANDARD (H)OR LONGER SLOTS (LI INCREMENTS SHOWN LL T•--SUobase PER FOOT MUST BE ADDED THE AMOUNT OF 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. CONCRETE AND STEEL DISPLACED BY PIPES MUST 7. q4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" BE DEDUCTED TO OBTAIN TRUE QUANTITIES. Weep Hole. Be. Nate 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 IN LIEU OF DOWELS A 2" X 4" NOTCH MAY BE REINFORCING AND STRUCTURAL STEEL NOT PROVIDED. SEE STANDARD T-DI-3, 4 FOR DETAILED SEE STANDARD DI-2A. ALTERNATE DESIGN. S. 3" DIAMETER WEEP HOLE IS TO BE LOCATED TO Steps. Sae GRAIN SUBBASE MATERIAL. WEEP HOLE WITH 12" Note 5. X 12" PLASTIC HARDWARE CLOTH/q" MESH OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03", NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. APPROXIMATE QUANTITIES FOR MINIMUM 9' DEPTH INLET TYPE DIMENSION L SEE NOTE I6 REINFORCING STEEL CONCRETE DI- Lin. FL Lbs. Cu. Yds. 2AA 2'-2" 609 2J7 21, DO 2CC 6'-0" 685 3.36 INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FEET OF DEPTH (H) AND, OR SLOT LENGTH LU H L Cu. Yds. Conc. Los. Steel Cu. Yds. Conc. Los. 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 H, BARS V NO REO'D. LENGTH NO REO'D. LENGTH NO 0. REO' LENGTH 411 SIT 11+8 3'-2" 4I,.SH+1)+B 3'-s' 36 STANDARD CURB DROP INLET sREFEREN REFERENCE CE 12'' - 24'' PIPE: DEPTH I = 91 to 20' 233 104.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 3D2 EC-1 NOTES: 1. FOR MULTIPLE LINE INSTALLATIONS. DIMENSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH IW/, 2. ON MY INSTALLATION REQUIRING CULVERT OUTLET PROTECTION WHERE NO ENDWALL OR ENDSECTION IS SPECIFIED ON THE PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. 3. GEOTEXTILE FABRIC TO BE INSTALLED UNDER CLASS A ,I, AND II MATERIALS IN ACCORDANCE WITH THE SPECIFICATIONS. 4. S • DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCH CULVERT. H • DIAMETER OF CIRCULAR CULVERT OR RISE/IEOHT FOR BOX, EWPTIC& OR ARCH CULVERT. ■ USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE.BOTTOM WIDTH AND DEPTH OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND. OUTLET PROTECTION WNUMUM LENGTH LET TYPE A INSTILLATION 3H TYPE B INSTALLATION SH FOATION 20 NCE CULVERT OUTLET PROTECTION 414 VIRGINIA DEPARTMENT OF TRANSPORTATION 245 303 14 \VII ROAD AND BRIDGE STANDARDS REVISION DATE SHEET ELL" 1 113.01 C2 LETTERING OPTIONAL I" STAMPED LETTERS ^ DIA 22" DIA SEE DETAIL A __"2 20'/i' OIA INLET COVER II_ �- SECTION CE INLET FRAME NONSKID ALUMINUM OXIDE IMPREGNATED STEEL PLATE i16" THICK NEOPRENE FOAM BOND NOTES; STEEL PLATE $• THICK TES ' STRUCTURALCOMPONENTS SHALL CONFORM MATERIAL M222 TO AASURPL TO M222. FRAMEAND COVER SHALL HAVE A CONTINUOUS % x4i" HIT FLAT BAR (WELDED TO COVE ONLY) DETAIL A SHEET 2 OF 3 STANDARD INLET AND FRAME COVER xc[ VIRGINIA DEPARTMENT OF TRANSPORTATION 302 1os.oz SHAPE TO BEVELED / WITH MORTAR n I DO NO BEVEL - INVERT ` -I NOTES: 1. "H" MAY BE REDUCED UNTIL "X" REACHES A MINIMUM of 4" WHERE ENDWX1U WOULD PROTRUDE ABOVE SHOULDER LINE. IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, DITCH SLOPE. OR SHOULDER. 2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 3. ALL CAST W PLACE CONCRETE TO BE CLASS A3. FOR PRECAST SEE SHEET 101.02. 4. THIS STANDARD TO BE USED WITH STRAGHT CROSSINGS AND ALL SKEWS(O•TO 45-E 5. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT. EVI ENDWALL FOR CIRCULAR PIPE DIAMETER OF PIPE CULVERT 12" 15" 18" 21" OR 24'• 7" OR 30' 33" OR 36" A 0'-6.1 0..8.. O'-9" O' ll.. P_0., r-0,. B cl-ir r.Y• r-3" V-6" 1'-9" 2'•0" C Y-4., I,_p. 1._g" 2,_2" 2•-6" 2,_9„ 0 T-0" 1'-3" 1'-6" 2'-0" 2'-6" 3'-0" F 0'-6" 0'-8" 0'-8" 0.-9" 0'-9" 0'-9" H 2'-3" 2'-11" 3'-2" 3'-9" 4'-3" 4'-g- L 4'-0.. 5'-0" 6._0" 8,_O" ""0" 12` " 0" ' 0'-J'i'(' b O'-r 0'-d/�" o'•P/i' 0'-2" 0'-2'/i, 0,_3" CUBIC YARDS OF CONCRETE CONC. PIPE 0.241 0.492 0.697 1.319 2.067 2.947 C.M. PIPE 0.257 0.521 0.739 1.398 2,198 3.145 EW-I,IA BE FLOW T O - - - - F 1i C 6. BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE INLET END w THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT). 7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE EDGE OR BEVEL EDGE. 5. ON SHALLOW FILLS. WHERE ENDWALLS ARE 1'OR LESS BELOW SHOULDER LINE.THE TOP OF THE ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE GRADE OF THE ROAD, 9. Y•i' CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. EW-IA ENDWALL FOR ELLIPTICAL PIPE SIZE OF ELLIPTICAL PPE CULVERT (SPAN x RISE) 23"04" 30"x19" 34"x22" 38"x24" 42"x27" 45"x29" 49'x32" 53"x34" A 0'-8" 0'-9" 0.-10" 0'-11" 0'-11" r-0" T-0" V-01• B T-2" V-5" 1'-6" 1'-8" V-91' 1'-10" r-11" 1'-Ir' C r-8" Y-ir' 2--r' 2'-4" 2'-5" 2'-7" 2'-8" 2'-9" D 1'-2" 1'-7• 1'-q" 2'-0" 2'-}„ 2'-5" 2'-B" 2'-10" F 0'-6., 0._8" 0,-g•. 01-9" 0'-0" 0._g" 0.-g•I 0._9" H 2'-10" 31-3" 3-7" 3'-8" 4'-O" 4'-2" 4'-5" 4'-7" L 5'-5" T-2.. 8'-6. -2 q2" q- 2'-l" 14--l" I2-11"9 Sa '-11" 2'-6" 2-Il 32" 3'-6.. 4-5" a1-21/2 '1/4' 0l 0'-4" 0'-4X2" U-4YA41. 0..5'- 0' 51 i' b 0l 0'-21/t' 0'-23/i' 0'-3" 0'-31/i' 0'-3W, 0•_4.1 CUBIC YARDS OF CONCRETE CONC.PPE 0.502 1 BASS 1 1.236 1 1.500 1 1,811 1 2,101 1 2.512 1 2,801 SPECIFICATION p COPY OF THE ORIGINAL SEALED AND SICKED DRAWING IS ON FILE W THE CENTRAL OFFICE. `VDOT REFERENCE STANDARD ENDWALL FOR PIPE CULVERTS ROAD AND BRIDGE STANDARDS q5 12" - 36" CIRCULAR AND 23" x 14" - 53" x 34" ELLIPTICAL PIPES REVISION DATE SHEET 1 OF 1 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 04/19 101.01 Uz F--I ED w f_- � (n O Q N 0 O i1 (� Q LLw E: I^ Q � 2i J n �/• J OW z pQ] U a I 0-Z = W O 08 O(A C7w0 0 Q W UQ J��¢ J Z v U Z09 O x LL D O> N d Cc W N �W`EJI' a > Ln Tn J N J O 0 > OB z al rn O Jol= m UC) OLU J W 0 Z _EE O_ O1 0 c- Z O a OC U w t7 d 0 oz Z 0 H H F- I^ H Z Z z Z Cl W W W W 0 0 0 0 0 U U u U Z Z Z Z 0 0 > > O O O O U U U U O O O O N N N W O O O O N N N N a r N N ti Q N O d o G, ti CD ED ED Z c N M 7 T//HO''F `f1 /�7 Jimmy L. Taggart Lic. No. 22841 4¢ A�ooNV11/1712020 allw ssTONAL E� Q Z 13 UA LO Q W C0 W aCn,-Q �a JLL W O = U co J < z d w 0 E-I N0 Q w II Q QLU 2C0 J Q W w In c10 CD GA G Cl DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JILT DATE: 10-22-2019 SCALE: NA JOB: 8438 SUB: 2019-00170 SHEET: 22 ___OF 24 r V ib m CD O r ATTACH 42" SAFETY RAIL TO TOP COURSE OF FINISHED WALL BLOCK BY FENCE OR RAILING APPROVED STRUCTURAL METHOD (DESIGNED BY OTHERS) SLEEVE AND NON -SHRINK GROUT AROUND POST 01111 TOC SLEEVE INSTALLED DURING WALL CONSTRUCTION CAP BLOCK TYPICAL RETAINING WALL WITH FENCE CROSS SECTION PROPOSED WOODEN SCREENING FENCE N.T.S. NOTE: OR APPROVED EQUAL BY COUNTY OF ALBEMARLE NOTE: SEE RETAINING WALL PLANS UNDER SEPARATE COVER 4 3000 PSI CONCRETE "�uIIII III ill - - n III. III IIh.H„ �- 4 VDOT 21A STONE BASE TYPICAL SIDEWALK SECTION N.T.S. MULCH MAINTAIN POSITIVE DRAINAGE s TYPICAL TRAIL SECTION CLASS B, TYPE 1 N.T.S. OPTION: WINE (4X4 OR 3X4) CAN BE ADDED BETWEEN POST AND FENCE BOARDS IF ANIMALS ARE BEING CONTAINED PER OWNER'S REQUEST. a• O.C.; TYP. PLAN 4 X G X IS POST; I" WASH ON TOP. SET P05T A MIN. OF 3' IN GROUND. SECURE POST WITH QUICK DRYING CEMENT (OR EQUAL). G" HALF -ROUND OR 4 X 4 POST CAN BE 5U1551TUTED FOR THE 4XG P05T SHOWN AT OWNER'S REQUEST. FENCING TO BE CENTERED ON COLUMN EXISTING GRADE END -SECTION 12'' - 60'' PIPE HUB END ON OUTLET END -SECTIONS SPIGOT ENO 15W NLET ENO -SECTION 1X CONCRETE TO BE LLL JJJ 4000 P51 MINIMUM PLAN �li9�UlB�03 DIAMETER OF PIPE E END VIEW END SECTION DIMENSIONS PIPE DIAMETER A B C D. E 12' 2 _0 4 _O- 21_11, IS" 6" T-3" 1'-S" 4'_0' 2'-6" IB.. q., 2._3" V_, 4�_p�� 3_0. 21" 6' " T_Iv 2-V 5'-C" 3'-6" 24" y'/z" 3,_]" 2'_6'• 6'_I" 41_0" 27'' 10;.4 4'-0�1 T-1 6_1 41_61, 30, 1'-0" 4,_6" T-7 " 6'-1 '• 5'-0" 33" V-1I/t" 4'-101/i' T-3'/4" 7'_1y4" 5-6. 36" 1'-3" 5'-3" 2'-ID 8'-1 fi'-0" 42" 1'-1" 5'-3" 2'-il" 8'-2" 6'-6" 48" 2'-0" 6'_0• 2'_2" 8'-2" 7'-0" 54" 2'-3" 2'-SI •• 8'-2' " T-6" 60' 2'-11" 5'-0" 3'-3" B'-3" 1 8'-0" ALTERNATE END -SECTION 12" - 60" PIPE HUB ENDONON OUTLET END -SECTIONS SPIGOT EC; INLET ENDION 1X - - µ CONCRETE TO BE LLL E JJJ 4000 PSI MINIMUM PLAN END VIEW SECTION X-X END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12'' 4" 2'-0" 4'-l" 6'-1" 2'-0" 15" 6" 2'-3" T 10' 6'-1" 2•_6" 11 B" 2'-3" T-10" 6'-1" 3'-0" 21, 9" 2'-11" 3'-2" 6'-l" 3'-6" 24" 10" 3'-7" 2'-8" W-3" 4'-O" 27" f01/z" 4'-0" 2'-r/z' 6'-1'/" 4'-6" 30.. T-O' 4-_6' r.73'Y 6_ly," 5._0. 33" 1'-1%x° 4`-101/ " 3'-31/," 8'-1y", 5'-6 " 361, 1'-3" 51J" 2'-10 4" g'-i " 6'-0" 42" 1'-S" 5'-3' 2'-fl" 8'-2" 6'_6" 48" 2'-0" 6'-0" 2'-2" 8'-2" T-0" 54" 2' 7'-6" 60" 2•_6'• 5�_0�� 3,_3., 6�_3,� 8_0, LENGTH OF PIPE III PAY LINE SHOULDER H.-CB NOTES: PIPE LENGTHS SHOWN ON PLANS ARE BASED ON ENO -SECTION DESIGN SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS TO USE THE NALTERNATEHSWILL DESIGN SHOWN ON THE DIFFERENCE LENGTHS IN WILL BE REDUCED BY CULVERT THE DIFFERENCE IN DIMENSION "D". SLOPE DETAIL SPECIFICATION REFERENCE FLARED END' -SECTION FOR 1211-6011 CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. )/Ot 02.01 SL-1 #5 BARS R 8" C-C TYP. IS BANS 0 8" C-C TYP. •:' 30" DIAMETER T. � � •'• • :: 30" DIAMETER j, WALLL THICKNESS RTURE SIZE AND PLAN PLAN 6" CLASS AS CONCRETE CLASS A3 CONCRETE SECTION A -A SECTION B-B NOTES' 1. STANDARD SIT-1, MANHOLE SAFETY SLAB, IS REQUIRED AS PART OF THE DRAINAGE DESIGN FOR MANHOLES, JUNCTION BOXES AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET. THE SPACING OF ADJACENT SAFETY SLABS SHALL BE S' TO 12' WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW PLAY INLET PIPE OF 30'' DIAMETER OR GREATER. 2. THE COST OF THE SL-1 IS INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST IN PLACE DRAWINGS FOR FURTHER DETAILS 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIOE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. q^ # 5 BANS # 8" O-C TYP. ,T SAFETY SLAB MAY BE CAST -IN -PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSI). REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31. �•.�-:4---•-�T" r. 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 FICAT REFERENCEENCIEN TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, MANHOLES AND JUNCTION BOXES 302 REV. 7/O5 VIRGINIA DEPARTMENT OF TRANSPORTATION 106.1h CROSSDRAIN CD-2 ON FILLS CENTER LINE SECTION (WITH TYPE 1SELECT MATERIAL) TRENCH PLACEMENT -PAVEMENT SURFACE M BASE oe 000 000eoe oeoeo o SUBBASE e.o. o•o-e.6•e•o-o-o•o•o0• �-SELECT MATERIAL TYPE IOR@ o-o•o •o•o-o-o•-o-o•o-o J 057 AGGREGATE, #8 AGGREGATE OR CRUSHED GEOTE%TILE GLASS MEETING 08 GRADATION REQUIREMENTS. CEOTEXTILEDRAINAGE FABRIC OR w-PAVEMENT SURFACE 6 BASE 0 0 0 0 0 0 0 o SUBBASE OR CEMENT STABILIZED SUBBASE l� TOP OF CUT7 G#8- CID T FOR LL 1 EDGE OF PAVEMENT I 0 TRAVEL LANES -F--'�'---R�-"--"--"--' -N EDGE OF PAVEMENT TT SHOULDER LIE YPICALI �+ TOE OF FILL / LIMITS OF PAY FOR OUTLET PINE PLAN VIEW SHOWING PLACEMENT OF CD-2 CROSSDRAIN NON -PERFORATED OUTLET PIPE TYPE OF PIPE CRUSHING STRENGTH 3N W.T- KOA DIAMETER NW.776" NOM, DIAMETER SMOOTH WALL PVC .103 0.153 SMOOTH WAIL PE 70 PSI NNN 70 P51 NNN TDRANI G• o o • o . o . o • � SELECT MATERIAL TYPE) OR SUBGRADE N WALL THICKNESS )MIN) -INCHES •o. .,.- �o•o.o.o o (CEMENT OR LIME STABILIZED) )))TESTED ACCORDING TO ASTM D-2412 AT 5XDEFLECTION, 457 AGGREGATE, #8 AGGREGATE OR CRUSHED GLASS MEETING 48 GRADATION REQUIREMENTS. FABRI r-Q• GENERAL NOTES L TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X NEW I_, DESIRABLE) GRADE. BRIDGE SUBBASE 3. ON CURB AND GUTTER SECTIONS. WHERE IT IS UPOSS13LE TO OTHERWISE PROVIDE CD-2 OUTLETS FOR CROSSMAINS. THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP CD-2 5'-0" INLETS OR MANHOLES. 5 0.. S2E N0. 21B 6CATE EMIN?OEPTH)ERIAL TYPE I 4. ON SUPERELEVATED SECTIONS, TRENCH b TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. S. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" MOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 CROSSDRAIN AT 6, ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ME TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE, 7. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE STRUCTURE. SPECIFICATION VDOT REFERENCE STANDARD CROSSDRAIN ROAD AND BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) 50REVIS ON DATE SHEET , of , 1 701 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/16 108.05 2016 ROAD & BRIDGE STANDARDS CD-1 CUT RPDE PAVEMENT SUBBASE FILL UBGRN)E COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS CENTER LINE SECTION (WITH TYPE 1 SELECT MATERIAL) TRENCH PLACEMENT E- PAVEMENT SURFACE M BASE 0 0 0 0 0 0 0 0 o F SUBBASE -o-o•(i-o-o•>-o-o-o-o-o-o- SELECT MATERIAL TYPEIORI o-e-o-o-o-o-o-o-o-o-o-o 0 1_ .. 057 AGGREGATE. #8 AGGREGATE OR CRUSHED ����GLASS MEETING #8 GRADATION REQUIREMENTS LIMITS FOR ET PIPE TO 'WITH 45' GEOTEXTILE DRAINAGE FABRIC PLAN VIEW (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR `- PAVEMENT SURFACE M BASE 0 0000 0 0 0 0 0 �- SUBBASE OR CEMENT STABILIZED SUBBASE 0 0 0 o - 96.6.6... - - - - �_ SELECT MATERIAL TYPE II OR SUBGRADE 1'W C;. o-eo (CEMENT OR LIME STABILIZED) A. GEOTEXTILE #57 AGGREGATE. #8 AGGREGATE OR CRUSHED DRAINAGE GLASS MEETING #8 GRADATION REQUIREMENTS. GENERAL NOTES FABRIC 1. UNLESS SPECIFICALLY INDICATED COMBINATION UNDERMAN WILL NCT BE LOCATED AT THIS POINT WHEN DOTH SUBBASE AND SUBGRADE ARE STABILIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THRDUGHLY HAND TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 % MIN.(3 % DESIRABLE) GRADE. TYPE OF PIPE CRUSHING STRENGTH 4" NON. DIMETER .. 8" NOM. DIAMETE SMOOTH WALL PVC 1.103 10.153 SMOOTH WALL PE I70 P51 XXX 70 PSI XXX 4. ON CURB AND CUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERDRANS, THEY ME TO BE LOCATED SO AS TO DRAIN INTO DROP INLETS OR MANHOLES. 5. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. 6. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF V-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 ME TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. XXX TESTED ACCORDING TO ASTM D-2412 AT 5%DEFLECTION. 8. 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) 50 108.04 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 WP-2 EDGE EXPAVEMENT ' I HAS DETERMINED IN FIELD) TALK COAT TINE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE ---------- ------------ COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1'/z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) >< MINIMUM 12 IMCHES,OH GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: I. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGIII 2- THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING MID PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4, THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF +'/z INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE MD EFFECTIVE SURFACE MANAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHN THE PROJECT UNITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPEOFICAT10NS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED US" A 0 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. \VDOT ASPHALT PAVEMENT WIDENING REFERENCE ROAD AND BRIDGE STANDARDS REFFERENCEENCE SHEET I OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 m. no VIRGINIA DEPARTMENT OF TRANSPORTATION EW-12 A L H BEVEL SLOT DETAIL (PERMITTED FOR EASY FORM REMOVAL) 2'_0" IC 4..MIALUMVNUM PLAN OB INCH MIN. OR STEEL RIVETS OR BOLTS ALUMNUM PLATE COMPATIBLE WITH POST MATERIAL -PIPE COUPLER TO BE CAST INTO ENDWALL. COUPLER MUST BE FLUSH WITH OUTER SURFACE OF - EW-12 MD PROVIDE A POSITIVE CONNECTION FOR U-TYPE ROLLED THE OUTLET PWE (4" OR 6"). RAIL STEEL POST SECTION A -A r.0.. D#AENSIONS to.38- \V[)OT SHEET 1 OF I REVISION DATE 1OT32 01/15 AT 1.33 LBS./FT. ORALUMINUM ALLOY o W63-TS 0 .76 LBS /FT. UNDERDRAIN OUTLET MARKER DETAIL NOTES: 1. TYPICAL ENDWALL TO BE PLACED AT THE ENDS OF ALL UNDERDRAIN OUTLETS BARRING LOCATIONS WHERE UNDERDRNN IS TIED INTO OTHER DRAINAGE STRUCTURES. ENDWALL TO'BE INSTALLED PERPENDICULAR TO ROADWAY MD FLUSH WITH THE SLOPE. 2. OUTLET PIPES SHALL BE RIGID NONPERFORATED, SMDOTH-BORE PIPE, MEETING THE REQUIREMENTS OF 70 PSITESTED ACCORDING TO ASTM 2412. 3. EXPANDED STEEL MESH (FLATTENED) SHALL HAVE OPENINGS OF APPROX.'/j' X r' MD WEIGH APPROX. 4. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. S. STEEL POSTS AND PLATES TO BE PLANTED OR GALVANIZED IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS. IF PANTED THE FINAL COAT SHAM BE N0. 13 ALUMINUM PLANT OR N0. 11 WHITE PLANT. 6. MARKER TO BE PLACED AT ALL EW-12 UNDERDRAN INSTALLATIONS. 7. MARKER WILL BE PAD FOR IN ACCORDANCE WITH SECTION 501 OF THE ROM AND BRIDGE SPECIFICATIONS. A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION STANDARD ENDWALL FOR PIPE UNDERDRAIN REFERENCE 105 233 VIRGINIA DEPARTMENT OF TRANSPORTATION CD 7v A W U) U) O V O Nv 0 z GO (too J > 0 O 0 vi Cc w H� m 00 =w o ED 01 Z U ~ O 0 z W w OQ J�Q JZ c=i ZC O W (9 x u_ O� COd CI N Q � la o Lu J GJ 0 GO r 0 GO w O) NO Z ~ 1: U O 0 0) (r z } GOQ O = GO _ _ _ DGO U a z O d L) NUn W Q Oz 0zzzz d_ W W W W 0 0 0 0 A o 0 0 0 � U U U U r r �: �: z z z z M =3 M M O O O O U U U U 0 0 0 0 N N N N DUE CD CD N co Q Q N O ZN M V o^��PLT//x�f/O'F `f'�'G+ �� /� K �r9 Jimmy L./,Taggart Lic. No. 22841 W4 ADO,, 11�17�2020 \'� �SSIONAL EEO Q z_ 0 Q > Q W _EI LO Ir a Q Lu W J m a< < U 0 Ems-' Q Z Q W D_ CV 0 06 w o Q0 Q tr z w 2 � 0YJ M� W Q 2 0 cl DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 10-22-2019 SCALE: NA JOB: 8438 SUB: 2019-00170 SHEET: 23-oF 24 Iq NOTE: TOT LOT EQUIPMENT TO BE BURKE OR EQUIVALENT. CONTRACTOR SHALL PROVIDE SUBMITTAL TO OWNER PRIOR TO ORDERING TOT LOT EQUIPMENT. 1 SWING 1 SLIDE 2 CLIMBERS 1 BUCKABOUT 2 BENCHES NOTE: FENCING TO BE CENTERED ON COLUMN. FENCING TO BE EITHER STAINED OR PAINTED FLAT BLACK PER LANDSCAPE ARCHITECT. TOT LOT DETAILS NOT TO SCALE OPTION: WWF (4X4 OK 3X4) CAN BE ADDED BETWEEN POST AND FENCE o BOARDS If ANIMALS ARE BEING CONTAINED PER OWNER'S REQUEST. W O.C.; TYP. r WIRED BACKED PLAN PROPOSED WOODEN RAIL TOT LOT FENCE 4 x s X G POST; I °WASH ON TOP. SET N.T.S. POST A MIN. OF 3' IN GROUND. SECURE POST WITH QUICK DRYING CEMENT (OR EQUAL). G" HALF -ROUND OR 4 X 4 POST CAN BE SUBSITUTED FOR THE 4XG POST SHOWN AT OWNER'S REQUEST. FENCE COLOR: BLACK GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL IN6 6za IN 6„ INITIAL BACKFlLL 624' IN IN. MIN MIN. \ 6" BEDDING $ #68 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE FOUNDATION IN POOR SOIL UNDER -CUT CONDITION ,qac r INITIAL BACKFlLL < MI UNSTABLE $DIL\ M MIN. MIN MIN. I68 STONE 'i'-• RANULAR FILL AS O '!>R%•[.'' �APPROVED BY ACSA -`-•-_ is- \ CK STABLE SOIL OR ROCK, NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFlLL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" UFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIQ W-2 TD-2 FRAME & COVER (SEE FIG. S-1-0,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA-'� ,_1t,,,•,N Y ." 1'-O" MAX 2'-0" ' RUBBER COATED STEEL 3'-0" MIN STEPS CASTIN PLACE PRECAST REINFORCED CONCRETE SECTIONS 1�IN "0* RING SEALS • 16" MAX MINIMUM ELEVATION 7 DIFFERENCE ACROSS M.H. 5" •' -0" FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE ' •' VARIES FILLETS CHANNEL TO BE 3/4 DIAMETER OF , CONTRIBUTING ;N --=-- SEWER. A FILLETED INVERT OR A SM00 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 SERMCE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE jgP (CELEVATION OF THE THE LOWEST PIPE CONNECTED THROWWNE MAN OLE. 2. SERER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) �1 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT:' FINISHED GROUND 2 x 4 MARKER PLUG END OF MAIN LINE SERVICE LATERAL SECTION 46ro'D" IN�UNEWYE-_Rl PLAN VARIES e SEWER SERVICE LATERAL CONNECTION N.T.& FIG. S-2 TD-33 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS Q THELOCAL STANDARD. LENGTH OF BRANCH VARIES B' MIN 2TO 10' (2707 1B'-22 7OU. FT. VALVE BO A6B STONE 6" GATE ."•I VALVE ". 6• x 6" TEE BLOC P.S.I. CONCRETE .+ BABE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE JOINT FITTINGS RESTRAINED WHEN THE SOIL IS OR EN A HYDRANT IS LOCATEDATED IN A IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WI H TH GRAVEL AND KEEP FREE OF CONCRETE. 2. MI MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT A 3 1/2'DITCHES ( INISH D INCLUDING DITCHES G 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 INOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING G GROUNDWATER ELEVATION. IF REWIRED T BE M WET AREAS, THE WEEP HOLES SHALL BE N PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.s. FIG. W-4 TD-6 PLACE W GALVANIZED ' WITNESS * POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT 1 'v TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE G 1 I ADJUSTABLE TRAFFIC RATED II VALVE BDX W/ LID Ii 2 u = N a --- M.J. GATE VALVE WATER UNE 25W P.S.I. ' CONCRETE AT M 2k 2' BEARING AREA. THRUST BLOCK •, 4 A e • e. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE TYPICAL GATE VALVE NTS Mr. W-5 TD-B z Z 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN o BRANCH 12" FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT ' o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE — IN NTS FIG. S-1-B TD-27 REMAINING BACKFlLL SHALL NOT CONTAIN ROCK MATERIAL 36"MINJ LARGER THAN 5" IN ANY DIMENSION 24 MI IN71AL BACKFlLL* 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LANE O BY HAND OR APPROVED OF PIPE MECHANICAL TAMPER NO. 68 STONE — _ HAUNCHING BEDDING 6" max 4" min OUNDATION SHALL BE REQUIRED WH N 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' TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 qua EI ,try, N_ ^'�Tj- g -L o E O4 Z4i E Sb 9s i.. Q 3 41 �n E }COS m E E � 6 ♦p `4 o �n :- ,,yyU IZZ�J N_E \E H� FI I � z f�", �., �G $ E w � � lr�a" x� �� Ma W 0 0 L TYPICAL MANHOLE FRAME & COVER N.T.S FIG S+D TD-31 1• COMPRESSION x 3/4' MALE PIPE COUPLING OR A lF 11 EQUAL 1' TYPE N' smTFOR croPm USE ON MALFOUA FAMILY RES SERVICES R SERVICES OR OUAI RESIDENTIAL AND AND IgmclnaN SERVICES. 1'xl'xl' TEE NOTE Q NO SWATED RTTNOS r DUAL SERVICE V WIAPRESSION x 4/1' MAZE PIPE COUI OR APPROVED EQUAL IYPE SOFI'COPPER FOR USE ON DETACHED SINGLE FAMILY METE A NHEgE AN IRRIGATION IS N FNOY NEIIX 64 NOT PRONEE0. SINGLE SERVICE NE E 1) 9ADDtE6 9HN1 S USED ON PYC PPE �CA3T RON KID NSHED GRADE tr-1 SNNG METER SOX s w MIN. COPPFRSETTE1 t/6 Leto COIIPUXO� 9s_ n4'T h^• RRNX AS Q9PORATN11E STOP°. NECESSARY T s ~ IDNOUST UNDER SSDmANO ONE NNET,MT 7EI(NC1G N• MIMUM6) t WEG RD]. NO. W AGGREGATE By{DS .. TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 COVER LIFT NOTCH 14 1/2" 12 1/2" 12 3/8" WATER q, •' CAST IRON UD 19" METER BOX 4• ��ry ry 'V. ryk ti 18" 6" EXTENSION 6" PIPE SLOT (2 PLACES) NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE UD FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 uc l4 FRAME SECTION MOVIES "me D= ze- tJ/ID' [Jemm] 2 1/9• 3 13/16' 11 0 n 13/16—r� [54mm [B7mm] 0 11/16• 13/6• [17mm1 p3mml 9/16- D.D. Oc GNT �DVE Gw BOLT FUbmm7 SECTION VIEW Ile (emm7 Du sff AssFMxr NEOPR E GA6KEi D 1 W gmne 1/16 x s/e z 1 1/z S f W EL ro mRm S.. `US%R` Pun/ owefws MCx9M5 [Smm t 6/8' W aLi xIX 9/b1tY] 1/3 54 1400• [btmm .1 DDemzso I t/6' (Svmm) Du boss [vTEm tiJ�mm .63 aA 6TAMIE66 s ROD (z) wsHR s/6 ID — oD ss PLAN VIEW C Pam, DCSs. PICNBAR 6 LOCNLUG HOLE DETAIL NOTER � xur 1p a/P 11 2N AYLK 1. ALL MAralaa rrnRz taa WAR FLOOEPLNN CR LacATm w AREAs slsscT To Fwwwo slue WAIF RATmnwr FxALrc s PAarb �5B19J 2 ALTERNATIVE EW6N iat VAIERTEHT COVFR6 MLL S CONSDER<D. W MUf la[ 3W S/6.11 TN 3 — 3HNL BE FO® TO FRAMES WITH LOCKING LUGS OR SaIAR ASDI6LY. Pu1!/ OOSMSS, TYPICAL WATERTIGHT Lr. PMn1 aGlemu MANHOI P PRAKAF R. CEN/CED LOCK LUG ASSEMBLY I w-az VARIES VALVE BOX 4" DIAMETER BRANCH AND VALVE J. PLUG VARIES WATER MAI RESTRAINED JOINT FITTINGS ON—LINE (TYPE 'FB'F) VARIES THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP I LUBRICATE ALL THREADS THRUST BLOCK Io METER BOX (SEE FIG. W-7) VALVE N0. 57 STONE M.J. FIT11NG 2' PIPE SLOPED TO DRAIN IF - GRADE ALLOWS VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW —OFF ASSEMBLY NTS FIG. W-B TD-19 FINISHED GRADE AIR RELEASE VALVE k BRASS OR BRONZE PIPE KpgE GATE PF PI�SSIBLRADE V VVEE F BRICK BOC CEBLOCKS K CRUSHED STONE COPPER" SOFT CORPORATION STOP NOTES 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON UD FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATgRLINES SMALLER THV 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 �o U cy N N 0 O O o(D �> C/1 H 00)) a LL = T LU r j GO GO `V OU �Ew o "V (D 0¢O WLLI fr- Ua z�a NQQj11 QZ Svc=) Z(5 0 CE n x LLZ �' CID aw Lu V J N 0 a p CC rn O 0 v U LLI w � V)1L z i C) 3- arn V a_ Z O d z U LO H O z O r r r F- Z Z Z Z cW 0 0 0 0 0 0 0 0 0 z z z z 0 0 0 0 0 0 0 0 V V V U —.0000 N N N a - N N - Q N O d io m ZN M V o���PL,TH0'''p `t0 U(� Jiinnnny L. Taggart Lic. No. 22841 W4 A�OA 11/1712020 �`aw SSTONAL EN Z 0 UJ LU Q J W (c) m U) r Q J 0 LJJ O LL U � L1J a- Z F CV° w Q w w F_ U D_ Qw �«~) J � Q w Fr W 'LU V Q 0 DESIGNED BY: UVN DRAWN 8Y: ARC 'CHECKED BY: JLT DATE: 10-22-2019 SCALE: NA JOB: 8438 SUB: 2019-00170 SHEET: 24 OF 24