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HomeMy WebLinkAboutSUB201900170 Plan - Revision 2020-09-03�'SITE DATA OWNER.- BELVEDERE LAND HOLDINGS LLC PO BOX 7505 CHARLOTTESWLLE, ✓A 22906 DEVELOPER: NEW BELVEDERE, Inc. 610 WEST RIO RD CHARLOTTESWLLE, VA 22901 PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES 914 MON77CELLO ROAD CHARLOTTESWLE, 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 7HE BELVEDERE ZMA-2004-0007) STEEP SLOPES - MANAGED S7EEP SLOPES - PRESERVED CURRENT USE.- VACANT R4 STANDARD DENSITY.- 4 DU/AC ALLOWABLE DENSITY- 4 DU/AC + 5% DENSITY BONUS CREDIT FOR MAINTENANCE OF EXIS77NG WOODED AREA (1.17 ACRES SEE LANDSCAPING PLAN) 4+(4*0.05)=4.2DU/AC PROPOSED USE STANDARD LEVEL CLUSTER DEVELOPMENT 5 SINGLE FAMILY DETACHED + 38 SINGLE FAMILY ATTACHED = 43 TOTAL LOTS PROPOSED USE DENSITY 43 LOTS115 ACRES = 2.87 DU/AC MINIMUM LOT SIZE PERMITTED: N/A MAXMIMUM BUILDING HEIGHT. 35' REQUIRED OPEN SPACE (25%): 25Z * 15 ACRES = 3.75 ACRES FOR THE EN77RE PARCEL OPENS SPACE PROVIDED: 3.80 ACRES (OPEN SPACE A, B, C) + 0.12 ACRES (TOT LOT) = 3.92 ACRES TOTAL PROVIDED > 375 ACRES REQUIRED OK (2.32 ACRES IN PRESERVED SLOPES = 617 OF PROVIDED OPEN SPACE) 0011wilsmistEr"I FRONT SE7BACK 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 7HE ROW (NO MAXIMUM) SIDE LOADING GARAGE 5' MINIMUM FROM THE ROW (NO MAXIMUM) BUILDING SEPARA77ON MINIMUM 10' UNLESS THE BUILDINGS SHARES A COMMON WALL MAXIMUM NONE REAR 20' MINIMUM, NO MAXIMUM LOT TABULA77ON 5 SFD LOTS 0.92 ACRES 38 SFA LOTS 235 ACRES RIGHT-OF-WAY* 1.48 ACRES TOT LOT** 0.12 ACRES OPEN SPACE PHASE 5A** 3.80 ACRES FUTURE PHASE 58 6.34 ACRES TOTAL 15.00 ACRES [�[i]:L,�l;'/•t'1�:�7I�f�1�[/�i7�yx��,�/1.YIl•'1,[II//�illw�i]�:�Cyq�J:L�/Gi�l���: IIIIIIIII-Il l IIIIIIIIIIIIIIIIOOIOIII 'llllll I P IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII191 1 I1011llppllllllllllllll IIIIIIIIII- I............ 11p011p Illlllllll- IIIIOIIIIIIIIIIIOIIOI llllll lull Illlllllllllllllllllpll IIIIIIIIIIIIIIIIIIIIIpI IIIIIIIIillllil IIIIIIIIp1110111111111 IIIIIIIIIIIIIIIIIII it I IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII li IIIIIIIIIIIIIIIIIIIIIIIIII Illlllllllllllllll IIIIIIIIIIIIIIIIIIIIIIIIII Illy. IIIIIIIIIIIIIIIIIIIIIIIIII TMP 62 PARCEL 16D ROAD & UTILITY PLAN SUB 2019 00170 RIO MAGISTERIAL DISTRICT, COUNTY OF ALBEMARLE, VA WATERSHED: UPPER RIVANNA RIVER BOUNDARY SOURCE: PLAT DIVISION OF DUNLORA" PREPARED BY WM MORRIS FOSTER, LAND SURVEYOR, DATED NOVEMBER 1, 1985, REVISED DECEMBER 20, 1985, RECORDED AT DO 875 PG 331. TOPOGRAPHY. AERIAL TOPOGRAPHY FLOW IN 2016 BY BELL LAND SURVEYS LLC. TOPOGRAPHY S77LL UNCHANGED BASED ON A S17E VISIT AND DESIGN PROFESSIONAL'S OPINION, THE SURVEY IS S77LL ACCURATE TO 7HE EFFECT 7HAT THERE ARE NO EKDENT VARIA7TON . BENCHMARK- FIRE HYDRANT 455.10, RIGHT FRONT BONNET BOLT AT CORNER OF FOWLER STREET AND FARROW DRIVE DA7UNM.- HORZ.:NAVD 88; VERT:NAD83 FLOOOPLAIN: THIS PROJECT IS LOCATED WITHIN ZONE X" AS SHOWN ON FLOOD INSURANCE RA7E MAP. COMMUNITY PANEL NUMBER 570003C 0279 A EFFEC77W 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 EXIS77NG ON -STREET PARKING SPACES REPLACED AT FOWLER S7REET & FARROW DRIVE 1WERSEC77011 = 4 SPACES 100 PARKING SPACES REQUIRED (MINIMUM 14 ON-S7REET GUEST PARKING SPACES REQUIRED) PARKING PROVIDED: SO: 2 DRIVEWAY SPACES + 2 GARAGE SPACES PER UNIT = 20 SPACES (SEE SHEET 5 LOT 30 FOR EXAMPLE) SFA: 1 DRIVEWAY SPACE + 1 GARAGE SPACE = 76 SPACES (SEE SHEET 5, LOT 14 FOR EXAMPLE) 19 ON -STREET GUEST PARKING SPACES PROVIDED ALONG FOWLER S7REET 115 TOTAL PARKING SPACES PROVIDED RECREA77ON SPACE REQUIRED: 200 SF PER UNIT 43 * 200 = 8,600 SF RECREA77ON 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 RECREA77ON EQUIPMENT AND FACILITIES, INCLUDING THE TOT LOT SHALL BE MAINTAINED IN A SAFE COND177ON AND REPLACED AS NECESSARY. MAIN7ENANCE SHALL BE THE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIA77ON. RECR£A77ONAL FACILI77ES SHALL BE COUPLE7E7 WHEN FIFTY PERCENT (50Z) OF THE UN/7S HAVE RECEIVED CER77FICATE OF OCCUPANCY. LANDSCAPING.- SEE LANDSCAPING PLAN SHEETS FOR MORE DETAILS LIGH77NG.• ALL PROPOSED LIGHTING MLL NOT EXCEED 3,000 LUMENS. EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDEN77AL DISTRICTS AND FROM ADJACENT ROADS ALL OU7DOOR LIGH77NG SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDEN77AL DISTRICTS AND AWAY FROM ADJACENT ROADS NO EVIDENCE OF A BURIAL SITE WAS FOUND ON SUBJECT PARCEL. NO S7REAM BUFFER(S) ARE PRESENT ON 7HE SUBJECT PARCEL. THE SUBJECT PROPERTY IS NOT LOCATED WITHIN AN AGRICUL7URAL-FORESTAL DISTRICT THIS SI7F IS NOT LOCATED WITHIN 7HE WA7ERSHED OF A PUBLIC WA7ER SUPPLY RESERVOIR. IlL L 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 3.6. FINAL SUBDIVISION PLAT (SUBMITTED 08/24/2020) *ALL NEW RIGHT-OF-WAY SHOWN HEREON SHALL BE DEDICATED TO ALBEMARLE COUNTY FOR PUBLIC USE WITH RECORDATION OF THE FINAL SUBDIVISION PLAT **OPEN SPA CE7TOT LOT TO BE DEDICATED & MAINTAINED BY THE HOA HEET INDEX SHEET 1 ---- COVER SHEET SHEET 2------- STANDARD NOTES SHEET 3------- EXISTING CONDITIONS & DEMOLITION PLAN SHEET 4------- OVERVIEW SHEET 5 ------ LAYOUT PLAN SHEET 6 ---- SITE PLAN SHEET 7------- UTILITY PLAN SHEET 8 ------ GRADING PLAN SHEET 9------- CG-12 CURB DETAILS SHEET 10 ------ ROAD PLAN & PROFILE - FOWLER STREET SHEET 11 --- ROAD PLAN & PROFILE - FOWLER CIRCLE SHEET 12 ------ ROAD PLAN - TEMPORARY FIRE ROAD SHEET 13 ----- ROAD PROFILE - TEMPORARY FIRE ROAD SHEET 14 ------ SIGHT DISTANCE PROFILES SHEET 15------- STORM INLET DRAINAGE MAP SHEET 16 ---- STORM SEWER PROFILES & CALCULATIONS SHEET 17 ------ SANITARY SEWER PROFILES & LATERAL TABLE SHEET 18 ----- FIRE ROAD CULVERT DESIGN SHEET 19 ------ LANDSCAPE PLAN NOTES & DETAILS SHEET 20 ------ LANDSCAPE PLAN NOTES & DETAILS SHEET 21 ---- LANDSCAPE PLAN NOTES & DETAILS SHEET 22 ------ NOTES & DETAILS SHEET 23 ----- NOTES & DETAILS SHEET 24 ------ NOTES & DETAILS EXISTING INTERMEDIATE CONTOUR EXISTING INDEX CONTOUR PROPOSED CONTOUR EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER TRANSITION FROM CG-6 ROLL-TOP LEGEND a32 ----apD7---- 20 EX. EP EP EX.C&G CG-6 CG-6 ROLL-TOP EX. 15" RCP EXISTING STORM SEWER I I: T I= I i 15" RCP PROPOSED STORM SEWER s l l l l l l l l s EXISTING SANITARY SEWER —• —• —• — —• —• — PROPOSED SANITARY SEWER PROPERTY LINE EASEMENT LINE ---- - ---- - — --- CENTERLINE — - — - — -- LIMITS OF CLEARING AND/OR GRADING ■■■■■■■■■nnunmmnmm EXISTING SPOT ELEVATION 2_r, PROPOSED SPOT ELEVATION +12.0 EXISTING TREE DRIP LINE EXISTING TREE rt d EX 15' OAK PROPOSED TREE OAK EXISTING WATERLINE PROPOSED WATERLINE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING WATER VALVE PROPOSED WATER VALVE PROPOSED WATER METER EXISTING REDUCER PROPOSED REDUCER HANDICAP RAMP (CG-12) DENOTES LOCATION OF STD. VDOT CG-12 AND/OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES BENCHMARK SOILS BOUNDARY VEHICLES PER DAY COUNT PROPOSED STREET NAME SIGN EXISTING SIGN PROPOSED SIGN SANITARY MANHOLE IDENTIFIER STORM DRAIN STRUCTURE IDENTIFIER CONTRACTOR'S RECORD DRAWING CERTIFICATION STATEMENT: (SEE SHEET 2 FOR RECORD DRAWING REQUIREMENTS) 1,234 VPD T 12 ,6 THIS HAND MARKED SET OF DRAWINGS HAS BEEN REDL/NED" TO PROVIDE AN ACCURATE DETAILED RECORD OF ANY SUBSTANTIVE CHANGES TO THE APPROVED DESIGN DRAWINGS ANY ITEMS NOT REDLINED" ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO BE 'CONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWN" NAME, TITLE DATE FOR: TRACTOR) A rn U o o w *• to o U a N 0 O oo ;o Q0) < Di CQ Cc VJ J CQ Ofn U aU) a w o _y a _Z = 05 "0 0(l) 0 M 0 cr OQ Jam¢ J Z ZO O01 j w 0 05 N 0 w N Lu N U) J O C) > ❑ [n rn O�Z-m I••4 U w w f z > rn Q O z 0 a z u w 0 w a 0 O z z 0 1 z z z 22 a w w w u 0 0 0 0 zz z z z z 0 0 0 u v u 0 0 0 N N N r N N fV o ti N o a 0 0 0 0 ti N m z C rt k Q Z (7 Cc i W Q Q w W i U) r Q Q J < C) O w _ W J Q Z Cx W D- D N 0 w 06 w F o <W co 0� Q W ir m O Q O DESIGNED BY: UVN DRAWN BY: 'CHECKED BY: ARC JLT DATE: 10-22-2019 SCALE: 1 ":1000' JOB: 8438 SUB: 2019-00170 SHEET: I 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". 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UVN DRAWN BY: ARC CHECKED BY: JLT 111111 yT/H `I-po- S/OF o�OP U1 9 9 Jimmy L.//Taggart Lic. No. 22841 W� �0FESSIONAI, EEC'\1`v a z z (5 cl I > a Q -i O z Q 1-1 w � m C) nQ T LL Q Q J U O .,d LL. fr � a � w 0 o � LL N O v) d W w I,- z Q Fr 2 Qw � I- x ° z J ir ¢ u m � z Q i/] 2 g DATE: 10-22-2019 SCALE: 1 ":80' JOB: 8438 SUB: 2019_00170 SHEET: 3 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 BOUNDARY LINE INFORMATION LINE BEARING DISTANCE L 1 N 81 `23'05" E 26.04' L2 S 29'18'55" E 27.36' L3 N 71 °09 25" E 27.84, LOTTABULATIONS SF AC SFD LOTS 39,874.59 0.92 SFA LOTS 102,157.37 2.35 ROW 64, 645.41 1.48 TOTLOT 5,066.00 0.12 OS -A 6,051.49 0.14 OS_B 49,421.00 1.13 OS_C 110,174.00 2.53 FUTURE 1 276,010.13 1 6.34 TOTAL 1 653,400.00 1 15.00 9 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 I ° i 1\x00 •p� � . 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. 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. BELVEDERE LAND HOLDINGS LLC TMP 62A3-1 VACANT ZONING: NMD 90.78 ACRES t 99 1t6� ti1e �- �° 05 I ••' 55 - E - 4� 25' S_ PROP. RET. WALL, GEOGRID & SAFETY RAILING. WALL DESIGN UNDER SEPARATE COVER BY OTHERS S 5, BELVEDERE LAND HOLDINGS LLC TMP 62-16D OPEN SPACE ZONING: R4 15.0 ACRES REAR 20 A INIMUM REAR 1 - 20' OPEN SPACE C UM KtA SETBACK I I i I I I I I I I MIN. 5' -MAX. 25' I I I FRONT SETBACK (TYP) I I I a II I L 18' GARAGE N SETBACK (TYP) I l a Ln I '� rn I I En LL`i I cn I I a I if I I I N N m - 1 r------- --------- I--------- --- I --------- -------- ------ L - -------------- -- --- - 14+00 a- R=20� 15+00 /_-LO -------+---- 16+00 o �.r _ 343.01 R_200' FOWLER STREET (5$' ROW) s20° 47' 21.61 "E�--_ - -- 17+00 -+oo - I- t6 _ - - - - - +00 o �o -- - , �x0 y'N \ P : 6 PLANTING STRI P (TYP 94" R?5.0' .5 OPEN SPACE o66_/PENSPACE5 F ) / ;. \ /----------- OPEN SPACE \ 5' MINIMUM SIDE SETBACK ,, FENCE. SEE SHEET 24 7 r �i - -L=112 46, R=200.O �o -' b ��------- - 9 / \\ \\ \\ \"cam -- 5MINIMUM SIDE SETBACK �, -7 / / d32.1304 o \ \ \ ti//-------- - \ m \. \ \ FP \4- `� / i / - - - 18' GARAGE- 0 ✓ / \ g0' +, \ S SETBACK Its X 18 GARAGE / / ^\ \ \ \/\ \ �^� MIN. 5' -MAX. 25' / SETBACK (TYP) \' . \ \ / FRONT SETBACK (TYP) \Jt ltb On 1, FUTURE BELVEDERE PHASE 5B P�pSO�� DIVERSION OF RUNOFF TO SWM FACILITY VDOT TEMPORARY ROAD BARRICADE OPEN SPACE B PROPOSED \\ // / / , ti �� �� --1 I -------------- I I SIDEWALK / MIN. 5' -MAX. 25' i /�f/ > e -� L--- i ��x� \ FRONT SETBACK (TYP) � / / \� 2 0 �-� 1 I I EXISTING SIDEWALK \ / / p it i 1 M RE INS g URoEc TO REMAIN \ NEB 62�JP11ap o �c1382470 t3+O0 CIA es Ox0 i ; i i�oNS N�. CIfA/y 1, // \ //// \\ \��./ /�\\\.. • L48�-� R=200.00 PROPER 10 Rti510�G'MINIMUM SIDE // f '- - - - - - - _ ,-� \ r �r1c.\• / y 5' 0,16 % \�G SETBACK (TYP) /// o / /--- 1- I ---- \ \ �• J / PGA \ / % PROP. STORMWATER E�� � 4/o00tP R�% FACILITYMANAGEMENT a Ln �`\ V `v �NIP6P�� R111J0 J A PC,II�G \\\ \ \ �0�6 PG // \ / 0. V - / / A/ I I L - - - -20 INIMUM R qR SETBAC4 (TYP) / \\ \\ / \ / -- -- `\\ G \Z, `\ \ N ` 7j ���� " / - - - - J / L - - -I OPEN SPACE B ---'', 01� R \ / RGP�B E��IP� \\ \ \\ \ \ \ as `\ `\\\` J� 01 ' \ BONDSTONE VENTURES LLC TMP 62F1-D PROP. RET. WALL, 110111, & OPEN SPACE SAFETY RAILING BY OTHERS. ZONING: R4 LINES DENOTE WALL & GEOGRID 7.09 ACRES (TYPICAL WHERE SHOWN) STORMWATER DIVERSION CONVEYS WATER TO THE PROPOSED STORMWATER FACILITY UNTIL THE FULL BUILD -OUT N 23"51 '30" W 7069.24 I�® 0 30 60 90 U m '• U o U ° � N � Or^ Z O ;o Je Cc) v/ V] a) < J>w Q a =� w ma z EE _ 0 7 w O co OQ 0cr 0 :jM fa0 3: aZ za 05 W� u O5 N ¢ a- co N co N < ,n J O OW 0U U O O w ,n M =rn= z o d rn U d DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JLT PLT/H 0p `tic Jimmy L. Taggart Lic. No. 22841 ��oFESSIONAL Q LO C ❑ ` aU)T� J = LU L J Q E jLu CE cV 06 w Q F Qw c O� J Q`_ w , C m F DATE: 10-22-2019 SCALE: 1 "=30' JOB: 8438 SUB: 2019-00170 SHEET: 5 OF 24 r 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 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 CONNECT TO EXISTING ROAD. MILL & OVERLAY I.A.W VDOT WP-2 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_ _ ,I �l Ii j00, l i- -f___r _ � II I_Ir -I - -�� -r - - - to I Ir ------ r 00 OR ONCE 6,O51 S (n Qmv� miw mA0~ NM� L l ry rl N n LL______I IiiIi I 'IIII I I 18 TGARAGE SETBA _-- --- -- `------J LI I �_ �_� L------ - J - ----J ' 1 - _ _ - --_ L_ : _ S'�� 25'�TL . --J � J I -PROP. ° .TYP: _ -- --- --- - - _ I �Lq U it I`�III ✓ ' ✓ I II I 1 /-�- FH (TYP) FOWLER STREET SANITARY MANHOLE (TYP) /� - (S8' ROW)-------__ __-_-------�-�- - STORM INLET (TYP) —NO-PARKING — — - - pR 5' C FH .. \ SIGN © _-—==—_--- - • `I` —TOT LOCI OPEN SPACE CG 12 CG�� % - - - - - - - $,p66 SF--,,/f�s PROP..5'. (NAL o ✓ \ OQ -�— TOTLOT &FENCE. ROADSIGN �DETAILS SHEET 24-- -T8`gARAGE-SETBACK- _ 'SIGN`�. _ > / / --1 AS b\\ O NO -PARKING `\\ ,' :� \ . < y I \ \ s /'/ / � &6'. ' 'f � �\ \ .- 9 \ � \ � �.\ ' '\ i / \ \ r \\ l.� \` �''� .' / � t SIGN �\\\ :� /'' �`��\ \' �\ � •`�� '� � i i I `\`\ � 6 \�\0��� ��\�'' / / ` / / / ��4/i / � !p � /� �%C>�.. / \`\ y/, ,' \` \ \ � ` \ < n�°�P, / I I \ \ �\ \\ �'� � ✓ pro 2 / i / / `\ �\ / / ,�� cifIlk It: `/ II f C, cv tjVo E 01'NO-PARKING FOwj' i ,' > t �R SERJPN�'p O✓ P \.�'" ` F� \ \.'' / / / / ��� 'ySC \ ` \�\/ / ` _SIGNS 1• 1 ' V OC\ 2 G' 1. , � � // ii/ ' / `� �\ . e '., '� \ // /\ j / •\ S� b T 0 ' ` \ 'z jIiFPQ V \� \`L '\ � \\ \ \ \ \ U Ll EACH SFD HAS TWO / h \ \ DRIVEWAY PARKING rv(v °ems I Ili o, III I I N �1P SP(� S & TWO GARAGE < / co I I I o I n a \ Y \ \ \ \ \\ \ \ \1 \ ✓ ,I BD .0� � � PARKING SPOTS v- � II N 1 �LL N N i N N N M _ J I ,( M �i m \ / / / i/ l / i I I I I Q' 1 � -_ \ \\ JPGPhN 1NG REScl dtQr \ \ / / / J/ / % I N O \ ry V ---20 //---\- J J � \ \ ` \ � ` ` \ ✓ ��- � ' / I �- ' REAR SETBACK, \ j• oc / u D \NG �� ���z —-------J/ L ------ � - --- ------ -- -- — - \` O ' ER � � � C I' — XL \ 6 D� S1DEs \ \` � ' 1 \ t� � ` N MP 62 '( R NOD ✓ , / RES - oo o w c �PONGN G P✓ o N 2 �p l \\\\ iz� If 0 ✓/ IfIf / PER 4' �m a `\ `\ 5062� RE51 \ PROP. RET. WALL, GEOGRID & (N1P N1 OO SAFETY RAINING OTHERS. PORES ✓Jf LINES DENOTE WALL L & GEOGRID 0 (TYPICAL WHERE SHOWN) ' OPEN SPACE B 49,421 Sf OS 0 / EACH SFA HAS ONE DRIVEWAY PARKING \\ SPOT &ONE GARAGE PARKING SPOT — VDOT TEMPORARY BARRICADE �- DIVERSION OF RUNOFF RUNOFF TO SWM FACILITY OPEN SPACE B PROP. ` STORMWATER MANAGEMENT FACILITY I I I I 1 1 BONDSTONE VENTURES LLC TMP 62F1—D OPEN SPACE ZONING: R4 7.09 ACRES ELECTRICAL TRANSFORMER (TYP). FINAL PLACEMENT TO BE DETERMINED BY DOMINION POWER 'I I 1 I I I I I I I N 23°51 'JO" W 1069.24' 1 1 30 61 91 1 0 U g w V Z aN O Op Yj° pR 4w = C/1 �W ~5a 0- Z a: o W OQ ZgIr Ir J a _j ZO OCE W w0 IL o> N d w co Q > N U w o J_ n i n o w cp O Q O D m 04 U w J w �< z a o a rn U a z 0 d z U 0 a 0 z Oz z 0 z z z a w w w w 0 0 0 0 z z z z 0 0 0 0 0 0 0 � ry o 0 0 0 0 N M z Li JIMMY L.Taggart Uc. No. "641 w4 �oFE3SrONAL gt�Gl}v Q Z 0 lr W LO Q J w m a Cn r a Q J LLI O J Q z a w 7 cVO H 06 W (D I- M Q� Q w to J w OC m co 0 Q O 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 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 I UN EASEMENT /� , , -- ----- ---- BELVEDERE HOLDINGS LLc \ LEGEND - _ E LAND HOLD B R l 1a • - TMP 62A3-1 . 5, f i STEEP SLOPES (MANAGED) VACANT - _- - - - - 90.78 ACRES .b ZONING•D Is STEEP SLOPE (PRESERVED) PR D d -TP- DENOTES TREE PROTECTION + o a�0 FUTUREPHASE FENCING. CRITICAL SLOPES TO BE FENCED �� ti 4 2\. TUR 5B OFF PRIOR TO STARTING CONSTRUCTION. 41 ie 7� 4 R SEE DETAIL ON SHEET 21. C g 5 • ° 25 CD 35 1.17 ACRES 422 4 �# a , TREE SAVE 8 F (DECIDUOUS TREES) \� PRO. . RET:-WALL. GEOGRID & _ _ . . atia \ , -- ' SAFETY RAILING. ' WALL DESIGN - a39 $� UNDER SEPARATE COVER BY \ _ - 7EDERE LAND HOLDIIV v OTHERS - — \ \_ _ TMP E2 6D . . ._ FUTURE OPEN SPACE � � ♦ \ Donn \; �u: _ -. . .. __ 7 V/A/ -• R4 .. % 1�'� RFI VFI7FRF - ` ON EASEMENT__�s." `�� �' _ _ ONS1RRSjl _ X _--- ' ^ --- - .. HEIGHT _ P G PRDP --- - - --- • _ ------------ -- , = I \ ------------ ' I p p,D pM - - - .r ESv - � I I 9_.- ' •. ' — — — \_.i" • VDOT TEMPORARY -- _ _ BARRIC ADE DE Ag SEE INSERT A. SHEET 9 — r I F_ I - f SEE INSERT B. _r49.9 =) N X HP - \`I TEMPORARY RUNOFF DIVERSION TO SHEET 9 0 ' SWIM FACILITY. SEE WPO-2020-00034 - — - N FOR MORE DETAILS QO `N ELECTRICAL TRANSFORMER 7 8 ?:'�- -- �,;�._�� Fo \ (TYP)00 o ALL CURB SPOT ELEVATIONS ARE FLOW LINES UNLESS OTHERWISE NOTED G_ - \ CONTRACTOR TO \ �5� \x CD L_ vim- v ENSURE POSITIVE x — \ CONTRACTOR TO ENSURE POSITIVE DRAINAGEOF ' 4 i - ° - ii,CONTR TO 2 \ L DRAT i V •} y7 . r \ _ i , , 73 4 6- r R� 2 S� x 0 r SbJ it u��IPD�p % ,� o— \ 44. r ,\ V- M —' s� uo I � ��� `� `-,� / % `� � ERE / 3z_ � � - � � � -- v ,-,;_ w, `R � 20 � � \ ``i CA c \ o V& --T 0 8 s� - - - �--- - - -- -- - - - - Q> O� \,IE�ER1VNTIPD�g \ \ 7 6 \ ----- - - \cb C) P ROP. 22 y-: \ N. ALL SLOPES WITHIN THE BELVEDERE PHASE 5 N 23`5 % ,30» W 1069.24 ACCESS & ry' C' ti I;v DEVELOPMENT WHICH ARE STEEPER THAN 3:1 0 MAINTENANCE U i� \ �\ - 432---- \ MUST BE STABILIZED WITH LOW MAINTENANCE \ DG C EASEMENT o - --- VEGETATIVE GROUND COVER OTHER THAN GRASS cj \ OpE \ ----- - m3 / ��� \ - - _ BONDSTONE VENTURES LLC \\ - 430- TMP 62F1-D ---------- --PROP. RET. WALL, GEOGRID & / \ OPEN SPACE _ SAFETY RAILING OTHERS: �•SI \---------------- ' G R�5 � � \, \ �. •� ` \ �� {INE'S-DENOTE WALL&"GEOGRID �, ` �\ \ �� ZONING.' fZ4 - =\-(TYPICAL_WHERE SHOWN),, - \ \ \�`7.09 ACRES _ 30 0 30 60 90 O• \ \ ` SCALE• 1" 3 1 \ m U F_ m W ^ �o U m � N O Z 0;� J; ° 1- 01 Q w = T CE t- � W d0 =w m o yy Q'o +V 0 co °Z W J ° OQ J�a IE 2v° 3: aZ ZO Oaj � W LLZ 0> N °C (L W co N '`tl`•fJ•l'' Q O J W 0 0 � w O1 W U O OJ W Q irn= Z T z 0 a z 0 w 4 0 z O z F- a Z z z w w w 0 0 0 0 0 0 0 0 0 0 w N N N O o O N N N a Q r N O 0 0 0 Z DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT 1'0 �TH0'''F Jimmy L. Taggart LIc. No. A 22841 W0 :'a&l0NAL ECG`{4' Q L C Q W L J L L (j) < c T < J = W L J Lj_ Q FW D-� D cr C\l C6 W ILU Q f < W x L O /\ J Q ` cl W i m L e1� = a z 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 eti , 1t7.91 8 ,48:1 MAX-, °' g1 -------- AMPS 12:1 M X ' 1°17 1 ` I I I 1 �',l• I I I I TRANSITION GUTTER PAN SLOPE TO 20:1 MAX AT ° I CROSSING (TYP) A48. ° 4 d I II I 8 I I Q I I I II I I In I I III I I I II I I I P I i � I INSET A I \ 4' SQUARE LANDING AREA OUTSIDE OF \ TRAVELWAY SHALL BE PROVIDED FOR / PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA \ 47.9 n c e x47.9 / o x47.7 , I I j '' I I I_______ _ I I __� ________ -JII ,` __--_--__ IL---- __ - ---J I J _ r r / _ 1 0 4' SQUARE LANDING AREA OUTSIDE OF / - - - - - - - - - - - _-TRAVELWAY SHALL BE PROVIDED FOR %PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA (TYP) ° v n 43 ( 48: MAX Mom~ X 12:1 MAX 1 146.6 , X r ' Ab q6 n6 1 / 20 40 ./ CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: CG-12 ,(G--12 A HYDRAJLIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SOUARE YARDS) A CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) PERMISSIBLE IS DOWELS. 6" LONG �--I PERMISSIBLE GENERAL NOTES DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) MIN B" AT 12" C-C CONSTRUCTION 5'MN EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD CONSTRUCTION U5 DOWEL. LONG 112•' C-C 1' MIN. JOINT 1. THE DETECTIBLE WARNING SHALL BE FRONDED BY TRUNCATED DOMES. JOINT 5' \ 121 MP% yy BE SUMMARIZED FOR EACH CURB CUT RAMP. 2. ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL ETET THE REQUIREMENTS SIDEWALK OF SECTION WA IN THE SPECIFICATIONS FOR CO-12 SHAL DETECTABLE WARNING SURFACE. RNAP 121 MAX a '" 4 /2`1 MAX 48�1 MAX _ 12:1 MA% 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 41 '✓IS 8 J FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REOUIRED BARS. 4' 0:1 11 10'1 1 4. REQUIRED BARS ARE TO BE W0 5 X B" PLACED nCENTER TO CENTER ALONG -� B M AX J B WITH BUFFER STRIP BOTH SIDES OF TH& RAMP FLOOR. MID -DEPTH OF RAMP FLOOR. MINIMUM �.� TYPICAL DESIGN RUMP RAMP CONCRETE COVER 1/j'. 10'1 MAX y Tv \ \ 5. ROADWAY CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB 5' S' ( TNBI E1 A (SEE TABLET `TRANSITION CUTTER PAN SLOPE RAMPS ARE INCLUDED N PAYMENT FOR CURB / CURB AND GUTTER. TYPE A ! TO 20H THROUGH RAMP LENGTH 5'MN PERPENDICULAR TRANSIT THROUGH GUTTER PAN SLOPE TRANSITION GUTTER PO SLOPE 2:1 6. CURB RAMPS ARE HALL M A FOR SIDEWALKS AND SHADED USE PATHS. THE WIDTH OF TO 20:1 THROUGH RNAP LENGTH TO 20:1 THROUGH RAMP LENGTH GUTTER PAN MAXIMUM SLOPE 20:1 YL•1 M� f� THE CURB RAMP SHALL MATCH SIDEWALK WIDTH. WHEN CURB RAMPS ME USED IN A CONJUNCTION SHAREDWITH SHARED USE PATH. THE MINIMUM WIDTH SHALL BE THE WIDTH TOA2011 THROUGH RAMP LENGTH GUTTER PAN MAXIMUM SLOPE 20:1 4• OF THE 5. NN 7. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE + 12:1 MAX T 1' S'-0" IN CURB RAMP LANDING FLOOR. % �� \ W-W Min. 4'-D" Mo. SHAPE TO MATCH FACE WITHOUT BUFFER STRIP S. CURB RAMPS WILL BE INSTALLED AND LOCATED WITHIN PEDESTRIAN CROSSWALKS 12.1 M 4, 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. LIGHT POLES. FIRE HYDRANTS, DROP BACK OF CURB 171 MAX. 48:/MAX. 20:1 48 :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 5 P \", , WITH BUFFER STRIP rNN. aroE '"I"'X' PERPENDICULAR TO THE CURB. p2�A?Hid SECTION A -A LNDNc as;I MAY 10. TDEHE B CK YWCA SIB SURFACE PAWLS SHALL BE INSTALLED FLUSH WITH 4,,', 12:1 MAX 2' SECTION A -A aaPE 11. WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF CURB AT ENTRANCES 12'1 MAX �.m �l DETECTABLE WARNING SURFACE PERMISSIBLE CURB OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE 5• WN ** * � CONSTRUCTION JOINTS 12, MAX A FACTORY RADUS OR BE FIELD -MODIFIED AS RECOMMENDED BY THE RNSSE CROSSWALK MANUFACTURER TO MATCH THE BACK OF CURB. SEE CG-12-INS PAGES 204.06 JOINTTRUCTION AND 20407 FOR METHODS OF INSTALLING DETECTABLE WARNINGS ON A RADIUS. Ate- AT 2" HIGHER THAN - .- "..' •- . . .". � \\ EDGE OF PAVEMENT SEGT ON B_B MASS AT VK , SAME AS TOP OF CURB CWgiTE CU88 SECTION B-B NOTES ONE DIRECTION TYPE C EXAMPLE INSTALLATION METHODS - 1. FOR GENERAL Norfis ON THE DETECTABLE WARNING SURFACE, ONE DIRECTION WITH BUFFER STRIP PARALLEL & PERPENDICULAR NOTES: SEE PLANS FOR LAYOUT SEE SHEET 1 OF &WITHOUT BUFFER STRIP 2. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, TRUNCATED DOME a, 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 SMALL BE A MAXIMUM SLOPE OF 20:1 AT THE RAMP OPENING. O O O O O z W WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION 3C 4. DIAGONAL PLACEMENT IS NOT PERMITTED.IF 1: O O O O 0 0 0 O O O 0 3. CUTTER PAN SHALL BE A MAXIMUM SLOPE OF 20 1 AT THE ROMP OPENING. of 0 0 0 0 0 O O O O O O O 77 1DIAGONAL PLACEMENT IS NOT PERMITTED. o ; LANDING RAP 6 0000000 0000000 a Io N NO + a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 g, U1 �� `:I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �U (P o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �50Y.11 RF IMATR 0 000000 00000 000 CROSSWAK -DETECTABLE WARNING a CROSSWALK AT BACK OF CURB `14"ul�t VARIANCE FU=L WIDTH OF RAMP FLOOR _ I I) TYPICAL PLACEMENT SEE NOTE 11. BASIL 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 B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CLIMB 1 6" CURB 0 4 1 6 1 1 7 2 5 B 3 6 9 4 e /2 5 10 5 6 1 15 `VDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION I SPECIFICATION I A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. `VDOT XVDOT CG-12 DETECTABLE WARNING SURFACE REFERENCE REFERENCE - L I U 502 504 WS 1:14 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 SWEET 3 OF 5 REVISION DATE O4/19 204.01 204,02 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 mm), the high forward reach shall be 44 inches (1120 mm) maximum and the reach depth shall be 25 inches (635 mm) maximum. E E 0 iy (a) (b) Figure 308.5.1 Unobstructed Side Reach E E 0 N E E 255 mm 308.3.2 Obstructed High Reach. Where a clear floor or ground space allows a parallel approach to an element and the high side reach is over an obstruction, the height of the obstruction shall be 34 inches (865 mm) 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-810 mm (a) (b) Figure 308.3.2 Obstructed High Side Reach E E 0 C \ LK CROSS) t CROSSWALK TWO DIRECTIONS SMALLER RADII WITHOUT BUFFER STRIP A COPY OF THE ORIGNAL SEALED 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. CONIC. PAD 12" to 15° PER. USPS g-0 C HANDICAP RAMP " F.O.G C&G E.O.P. CENTERLINE STREET SCENARIO I -REAR ACCESS TO CBU IN 12" CONIC. PAD EMAILBOX MIN. RAMP DOWN SIDEWALK RAMP DOWN HANDICAP RAMP C&G CENTERLINE STREET SCENARIO II -FRONT ACCESS TO CBU CE. SPECIFICATION REFERENCE tas 502 504 TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH N FEET 4" CURB 1 6" CURB 0 2 1 2 s 2 3 4 5 3 3 6 ♦ 4 e s s 10 6 7 11 7 I7 IS B 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. CONIC. PAD MIN. CBU . '.. 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 C0 vJ o U ° GON � O O Eo C) C�i/f� 1- rn < Lu A/� r J 23 cc Qi 0U C5 W C] 4 D_ Z C) ON Zw2 (or W OQ <M= Q Z V Z0 OCc xw a L O5 N aW N w N Q > a U J N J O wD) w U 0 w CE Z = 0 arn(J a Z a K N a 0 OOz OZ Z Z d W W W z 2 2 2 U� 2 2 2 W O U U is H z Z Z 7 � D 0 0 0 ry o 0 F ry o 0 0 0 0 Z c N M PyTH OF `f�� Jimmy L. Taggart Lic. No. 22841 w4 98 10NAL $NC'1�4+ _Q 'Z V Q W LO W Q Z �2 Q W '� W T!1 LL T Q a LL H--I O E- (.) Q w O � N O U 06w�� 0 Q oC I Q w U J ~ Q �.M�..� W W C0 i� Q O DESIGNED 8Y: UVN DRAWN BY: ARC 'CHECKED BY: JLT DATE: 10-22-2019 SCALE: 1 "=30' 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 = S380 56' 35"E � PI STA = 13+57.61 TEMPORARY Gf VEL FIRE ACCESS ROAD y6 I I _ 00 -VDOT CD-1 UNDERDRAIN---. \ (TYR WHERE SHOWN) i Right Frost 10Bolt °n HYCran net �5 d 1 , z1 i .n, No� �•� �E� 1 ) 1 / ERN _z01 1 ti � ,/, j• X FO�L� i ;,� e\ ` \�'1 �� � 111 �\ ' �'' �' y ,>%•�� � a 4 f 1 1 11 . , `'bNIN �pEs II � 1 /� ✓' / I / 1 � 1 1, , 1 � , 1 4 , a / � �' t 1 ' 1 x ING 1l ALVEOE200 >' 50 0 50 100 150 SCALE: 1 "=50' 470 465 460 455 450 445 440 435 430 425 420 405 410 i 412 414-- i -_ BEL I/EpERE LAND _ 420 4442z l - n TMP Bp HOCplNCS [LC - 416 i� �' ZO SPAC 426 OPE}y 16p ,'- _ 430 ACRES i _ 432 - / 04 "•.�-•. - � _� �"� .- ---yam, :. 436 " 44(`440 GO �._ a , 00 n vN� / �. ET �58' 34 16 \._ S20- ePSOE�QNPSE 5 .� 18+0�9 a`32.1304 R-200.00 i j M / HORIZONTAL CURVE z�# 0 = 32°13'04" 14-1 m 8 24 U _ ' R 200.00 C = 110.99 CD-2 OVER PIPE CD = S36 53 53 E PLAN VIEW AT SAG (SEE ROAD PROFILE) PI STA = 18+19.03 FOWLER STREET EXT PROFILE DESIGN SPEED: 25 MPH HORIZ. SCALE: 1"=50" VERTICAL SCALE: 1"=10" VPI STA =J4+50:00 API EL = 450: _ I -STA VP = 12+50 o = 20.59 VSD = 469.48 CD _ :100.00' - 33.33 -III _ 0 H W cl aw CD in- = (n ------- ----- L EXISTING-GRA --- ---r_l �_-- -2 U -1.43X ~ ---- ---- 3 8" HDP STORM XING S�Z=QTPW €R LfPJ� - c� 3 X W rn M c < CD-(�- tC zz W-y o N) M X O e. LJ - 0 N N _ 3 ^ J1 O N ~ 4 F CD _ GJ N-to _ EL CJ _ X 0) -� O O (M LO r (3) 1: Ln O O N LO r O LO O O LO O M M V O O O LO a0 00 (6 V O O 6 a � N 06 Nt 00 M 06 N (0 N LO O LO OD v O O V LO O C) O) 'T O O V LO O M LO O 6 (M a In LO 00 O) 4 (0 00 1: 0) N O) 't C0 00 O LO n LO 06 't W 00 O V (0 00 r_: 't (0 0) 6 V 7 r-� M (0 M 'IT co 'T (6 't (0 00 I� N I` LO It 00 .- (6 NT O O LO 0) LO V 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 R/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' 1/4 : 1/4 1 F- 1/4": 1' E- 1 -� 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-25 STONE BASE 1' 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) N.T.S. TRIP GENERATION PROPOSED ITE CODE DESIGN SPEED DU PEAK PERIOD RATE GPM 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 =1 I I -III -I I I� I I _ " III -III I I I=1 I III-1111111111=ill Iii iii=ili liiillliillll, lll- 4" VDOT 21A STONE BASE TYPICAL SIDEWALK SECTION N.T.S. U g m W H 7 U ° Z co') N 0 0'(s J5 8. W) H- 0) < L = T cc W Z m p� 00 a w o 0 z W J Q Q u Q � � v U ZO Oaj � 4n x LLZ 05 N d ¢ N W N 'fin` fl`•J•1`� Q > u o u)5 o J r O W cp U O w �c)Ir z 0 a rn U a z 0 a u(J w 0 72 -�- z sI- F- F- z z z a w w w 2 2 2 u 0 0 0 it: �: ?- z z z 000 V U U 0 0 0 F N N N Q ^ N O olo 0 C5 c N M Ej PyT/H /O'F `f�c Jimmy L. Taggart Lic. No. 22841 W4 A�0.0 81ONAL Earl% Q z_ 0 cl > E- W Q _j W z LO Q V) QW COm a a T a a Luu- o 2 Lu 00 �" U I J Q z w W D- D a N ° o dS W a Q LL1 2 c~n 0> z w I a O � Q O cl DESIGNED BY: WN DRAWN BY: ARC 'CHECKED BY: JLT DATE: 10-22-2019 SCALE: 1 ":50' JOB: 8438 SUB: 2019-00170 SHEET: 1 VO d24 TMP 62-16D OPEN SPACE ---- ZONING: / a36 75.0 ACRES i • i.2 T: H 4.51' ��i'_�' � Z� __1 ��I aaa - __ -446---- /.. -- I 1 1 1 � I I I I I I I I VDOT CD-1 UNDERDRAIN (TYP WHERE SHOWN) CONNECT PROP. 8" WATERLINE TO EX. 8" WATERLINE @ STA. 11+53 --- EMU 0 RWR nt BSolt on �a,.J.11 �1�1v1. - II y G _ 07 Zo TEMPORP -36 076 J J' o ' ay �0 1 34 . 1' STREET (S8' ROW) S20 47' 16re 1 100 W, Elp 2 \ / \ �� / PO \ t �• ,. Jp, \ \r ` 2 '° \,>ayo � � ' may'/✓. � \ `�+ �500 g2�t1PL ' � ` 1D W `� 140O\ \\ �P4' �6 �Z �,r,� .;.o�oy ooQ mb�•°?o� /,i/.'// � �1�� ,y� �\\ \\ \p2' !10 RE`' \ �\. � ��=__-__�-- �� CD-2 YZ. \vaam \">>iY`�Z ,n\vZg .. /�"���'(R '--- \l•� \ 'F\ \ �O�6 P�•\ \ /' �\ � 44-- �GAA\ \\ HORIZONTAL CURVE ' i v^ 138'14'49" -44 \ �' �'`" \'�noc,y o.y� '' ' /'y .'' / 11 \\ \ \ \`� \ ` _ /• ' ` g�\y 152ENtIW' / / �� �42 T = 524.39 R = 200.00 `\ ,, \ -40 �'T \ \ � N(N PG�\ / + L = 482.57 �38 C = 373.74 4 Z _0r`g. \3s \\- CD = S36' 13' 14"E 38 \ \\\ O / \ \ --, \ \ \ \ ERB / •nm- . _ _ PI STA = 16+15.16 E� \C_ \\ \ \�\\ `\\. \ `\\ \ \ \\ \ aEL ED-\9N9pb �0 5\o 6 r r r // r /i / , \ N \ r \\ \ ♦ \ � F \ \ \ aE�yZG E - �a\��-`�IPON`N\PQR L��G \\ I� I, \ -_- 'ice itii' O Av PLAN VIEW NOTES: FOWLER CIRCLE PROFILE 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' -� 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) 470 465 460 455 STA =1 6+b� INV.=448 445 440 435 430 425 420 DESIGN SPEED: 25 MPH HORIZ. SCALE: 1"=50" VERTICAL SCALE: 1"=10" PEN SPACER w L=112.46, R=200.00 Y .�=32.1304 + ' 2 _-VPI VPI STA = 10+5 EL = 447.65 VPI VPI STA = EL = 12+90.68 442.50 VPI STA = 15+40.68 w K = 357.70 VSD = 7745.13 K = 53.57 LEN 0 00' K = 57.26 Of - - a o W---------- - - - - ---- -0 LNG G D O55 o� U Q Cl)U o� Q (n o� U --- --8" CL52 DIP WAT RUNE a o 1.4' ---' 1. 1.9' - � r Z D O Q Sri + 00 z X Of o n O+^ N Z X F- z_ X - - CD z_ X _z X r, �`? CCD X .Z U co In _ 00 C-D z_ X �� CD Z X pp a0 I�� z X ¢ z X ¢ X ¢ C7 X 00 L�pN L J O W w o ¢ N II J W cn w [>_ p II J z 4. z Q¢ J Z I Z II J J ¢ O cn ¢ N ¢ v) ^� II J -* z II cn z cn X O II < II z ¢ cn z ¢ v' z ¢ cn - O � N W -- +. eF d' - LO II ILi II ~. Z. -W J II - W Z X w CD C W sr.= _ N - N (n w _ H 23 W J (n 0 (N W d- O CD 06 v 'IT�v IZT CO r It N _0 Co un CO v (D Co O Ln Iry U') Ln v, 0) O I� d- 'q- V Nr v It N O (0 NT Co to M It(m (O 06 Co Co r 0) M v v N N M v CO LO (O v co I� C6 v v r-- 0)(O c6 v O C7 co IA 6 v (O 0) Co Co c6 v N Ln Li) v 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 ati5a OPT,. 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 BM-3) over Surface 425 Untreated Aggregate (21A or 21 B) Cement Treated Aggregate 420 Cement Treated Select Material, Type II, min. CBR=20 Select Material Type I & 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 L2 U o O m w H � N U ONE O z ¢ O v� Z/i� VI Q > J V J d0 =w o dd 0 W 0(A 7wp z_ OQ J�a IQ�I �vC) QZ Z(5 CE 0 LLO O > N d W N W N CO > In co O J F- > r O/ o� m w WJ U OO w M Z = 0 a rn U a Z 0 a L) C) 0 w a 0 Oz OZ a Z Z w w w z W 0 0 0 w V V U H H H Z Z Z 0 0 0 O O O V V V 0 0 0 ,yJ N N N O O O a Q r N N N O 000 � Z ti ry m DESIGNED BY: UVN DRAWN BY: __j ARC JLT CHECKED BY: -00 PLT//H O`c• `fp �2 U�7y9 Jimmy L. Taggart Lic. No. 22841 W4 �OF�&810NAL $tyGl�ry Q Z_ O > a a J A' U w R' W U) a T Q C) J L w O O 0- Ir z D- 7 Dw Ir C\I o 06 w v a 0 Q W w X Q J Q Q a w w m Cn 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 POINT OF Y Q T a Q' FINISHED GRADEE = 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 U 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 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 . . . :. .. .. .. .. .. .. :. . 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 i/ 50 SCALE: 1 u-re 455 450 445 440 9+ 460 455 450 445 440 9+ ' .0 SIGHT DISTANCE LEFT -3.5'OF 013JECT-- :stela is =N 75 • 0i •• •• 00 •• •• 151 SIGHT DISTANCE PROFILE VIEW - SD1 460 455 450 445 440 75 — I 280 SIGHT DISTANCE LEFT 3.5' HT OF OBJECT I I '—SIGHT DISTANCE RIGHT �L� FYF — — — ---------------------------- ---------- ---- 3.5L—HT OF OBJECT -- --- -------- _. 60 C-1�1 75 10+00 11+00 12+00 13+00 14+00 15+00 15 SD1 OPE"RACE,4 SIGHT DISTANCE PROFILE VIEW - SD2 Sir a\s °r 9 T DISTANCE EASEMENT S,o56SF 76PfN :' {` SIGHT DISTANCE \ EASEMENT - iE -07 1 / 1 TY LLG RRORER \ ` pTF�ER_Qy2p1 iMP510ENT NMp laNING p 16 AGREs P \ \ \t \ \\ -� \\ \ \ \\� \\ \ G OA, \ 7- \ \\ iM pP T R NM Q...-r:.:..,.:.: E INC 100 \ n 150 \` NEw68G V07- ENTIA TMP \\ \11\0 V�01 �N A140 CRES \V \ \ LELG `1'1�\� \ \`\•\`q\ \\V\ \ \ `�\�\ \\`\\ \ \,� S�\\P O �Na apENAL TMGE ViT R NA p M i iANCE RIGHT 280. SrHT e 455 450 445 440 75 NOTES: 1. SIGHT LINES THAT CUT THROUGH LOTS, DECKS AND/OR FENCES MAY NOT BE BUILT AS THEY MAY CREATE SIGHT LINE OBSTRUCTIONS. 2. STREET TREES LOCATED IN THE SIGHT DISTANCE EASEMENT ARE TO BE PLANTED SO THAT THE MINIMUM HEIGHT OF THE LOWEST AUXILIARY BUD IS 8' 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 �J m F- Q U z dN O O(0 �> H 01 Qui � 0()Q� a d Z = w d oEn 0wo 3� W OQ zNa 3 ZO U' O5; rn hil LL Z o> N d ¢ N W N Q N > N 0 /•� co F- LLi 0 w rn � oI z = 0 a rn U n- z 0 a 0 0 oz p� P4 z o F- I- z z z a w w w 0 0 0 0 0 0 0 z z z z z z 0 00 U U U 0 0 0 N N N w O O O Q N N N Q N O O O O Z N M �O{4�pi,TH OF. Jimmy L. Taggart Lic. No. 22841 k4 a�O�Essl ONAL Q z 0 Q ,Q J Li J Q Qw chow w r Q 2 "' LL 0 a J w w Q z w F z N 0 F dS LLJ a- Q Q w 2 Q J Q Q v� °C w Ir CC)co c� a 0 Ir DATE: 10-22-2019 SCALE: 1 "=30' JOB: 8438 SUB: 2019-00170 SHEET: 14 OF 24 DESIGNED BY: UVN DRAWN 8Y: ARC 'CHECKED BY: JLT i .. --- - - / �` �` / ' " 30 0 30 60 90 SCALE: 1"=30' i I " / 4 I I\ ---- ------------- ----------------- BELVEDERE AND HOLDINGS LL C n32 ------ TMP 62— 16D -430 \ _ ---- OPEN SPACE I \ ----- ----- ------ ZONING: R4 150 ACRES - _Q EN SPACL los \ / -- •tea _ �_. 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No. 22541 4� A�O�ESSIaNAL Q u Z LO 0 C J u L.L `W V^ J 0 J u W U J <L2 F � Q 0[-- �D 06 � � c) LJ Q Q W G O> Ir J o W m k DATE: 10-22-2019 SCALE: 1'=30' JOB: 8438 SUB: 2019-00170 SHEET: 15 OF 24 465 460 130 425 420 415 410 94 460 455 450 44 440 430 425 420 415 9+ ►e 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_ 0 m I. - = (F_i77�:;;;PR0PQMSED 36:74' ® 3 83 - 00 o o r7 n 11 7 7 I` I 1t. II u a <>>> cc ozz zzz i Il.:oz < 75 10+00 11+00 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� 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. 40 .. Lq N O 7 [p N .- o _ - o ° ? �T EXISTING GRADE u a - - a H f- _ - - ---------- _ PROPOSED GR F MH-TOP TO BE HIGHER '` F THAN FINIS1iED GRADE FOR -EASIER . _ MAIN -TEN ANCE-ACCESS ,- � - ,-' 92.06'�4" HDPE ® 0.50% -6-�37 18"-HDPE-@-0.85 HDPE --------- - - - - -- -------- -- ----- - ----- - -- -� �. - -5D - �- w z I- x o x Q-Z-- -.-_ .- t0 CID 599 M� .00 af Oo 00Of f z o TEQ rn ^-� N N�_ = co `) 0 't M LO _N `t r'�1. M. iriII�5 �..�� _I -I .. z co +>r �o I II <» N O? II Q» ~ II Q �.>-> �tlT--Z--�-Z-� _�Ozz IYpZZ 4._. ��»- 1 Qz - >_> _0.z 5>. _ 6>S ¢- N Z-_ Ln ll?z O- Z Z �� D-- - -. _zZ �> -' Imo» > Z Z 75 10+00u0 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 (ftift) 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 a 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 0 010 200 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 (ftis) Pipe Travel (min) 1 1 Outfa ll 000 0.0 81 581 13.37 417.00 42703 59.990 16.71 24 10019 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 6 70 1 73 435.84 438.30 27 171 9.05 12 12.66 221 021 14 14 5 0-24 5.0 50 6 70 1 25 43542 43T40 27280 7.27. 12 1039 1 60 028 15 15 4 01 50 5.0 670 090 43491 438.04 29 317 10.67 12 151 27 1 15 043 465 460 455 00% 450 445 440 435 430 425 420 415 410 GUTTER SPREAD NOTE: FOWLER CIRCLE -TRAVEL LANE: 12 FEET -ALLOWABLE GUTTER SPREAD = 12 / 2 = 6 FEET - INLETS ALONG FOLWER CIRCLE GUTTER SPREAD < 6.0 FEET STRUCTURES: 2, 3, 4, 5, 6, 7, 13, 14, 15 FOWLER STREET (EAST SIDE) -TRAVEL LANE: 21 FEET ALLOWABLE GUTTER SPREAD = 21 / 2 =10.5 FEET -INLETS ALONG FOLWER STREET GUTTER SPREAD < 10.5 FEET STRUCTURES: 10, 12 FOWLER STREET (WEST SIDE) TRAVEL LANE: 12 FEET -ALLOWABLE GUTTER SPREAD = 12 / 2 = 8.0 FEET -INLETS ALONG FOLWER STREET GUTTER SPREAD < 8.0 FEET STRUCTURES: 9,11 VDOT 10-YR LD-347 HYDRAULIC GRADE LINE COMPUTATIONS Station Len Drag Area Rnoff coeff Area x C Tc Rain (I) Syst Total flow Cap full Vol Pipe Invert Elev HGL Elev Grnd! Rim Elev Line ID Line To IncrTotalInlet Size Slope Dn Up Dn Up Dn Up Line 71ncrTotal PIPE (ft) ac) (C) (min) (min) (inlhr) (cfs) (cfs) (ills) (in) (%) (ft) (ft) (ft) (ft) (ft) (ft) NAME 1 End 59.990 0.00 3.28 000 000 230 00 8.1 5 8 53.37 7002 5.53 24 16.72 417.00 427.03 418,60 428.35 41975 43500 t-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 24 051 43411 434.25 435.39 435.54 444.67 44464 3-2 4 3 92.063 0 74 2 45 065 009 t 69 50 71 6.1 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 0.90 43872 43901 439.39 43973 44751 44785 8-7 9 S 48 570 0 2 t 069 0 79 0 17 049 50 52 6.6 323 14.37 486 15 422 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 12 099 441.26 441.62 441,88 442.25 448.49 44831 10-9 11 3 72.816 0.15 0.54 071 011 041 50 5.2 6.6 2.72 13.69 3.79 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 12 479 437.24 439,00 437.80 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 12 726 435.42 437.40 43733 437.87 4g3.32 443,32 14-5 15 4 29.317 0 17 0 17 079 013 013 50 50 67 090 751 3 2.12 12 10.68 43491 438.04 435.96 43844 4g3.57 443.47 15-4 DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JLT rn zU o F� m w Y z d N 0 V 0(ug J* Q 83 w = V/ J , Qi > 00 Qcwn ¢'<'d = 0OD 0w (3 a: LU O Zia JZ ZC O O� Fc1 LL Z U) 0> N d ¢ N W N ui o 0 L o J rn > r Z w rn U O w v) rn ¢ z 'x = 0 a- M 0 a- z 0 d z U w 0 F 0 O z z 0 = z z z U W 0 0 0 0 z z z o 010 0 0 0 N N N w O O O F N N N Q N O � o 0 0 IIT z N m o410PyTH Op Df�c r all Jimmy L. Taggart Lic. No. 22841 W� A�oFESSIaNAL EStif'1 Q Z_ (7 Ir > C/] z J O� E-• Q W (ow QT a J LL = v O W Q z D4 �..�.-� D- -q D01CVo 0 06W (OF 04 p Q x Q W � O J la- Q OEM C7 7) Q 0 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 SCFEDLIE 02/1912020 MINIMUM MAXIMUM A to B Invert In Percent of Pie Length From Siri1o Len th Lateral Invert Basement Floor I 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 55 440.09 441 5.91 38 105 52 440.21 445.00 4.79 29 145 10 439.54 436.00 -3.54 C Inver! In Percent of Pie Length From Sir Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lot # 437.76 28 1 1 1 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 I 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 Invert In Percent of Pie Length From Sir Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lot# 438.52 23 1 1 1 10 439.06 445.00 5.94 D to E Invert In Percent of Pie Length From Sir Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 438.52 1.93% 22 27 10 440.83 445.00 4.17 41 33 49 446.60 3.74 21 51 10 441.29 445.00 3.71 42 W 49 446.50 422 20 74 10 441.74 441 4.26 43 64 51 41"M 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 4o J Invert 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 10 441.00 451.00 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 10 442.50 440.00 5.50 11 153 10 442.62 448.00 5.38 12 176 10 442.74 447.00 4.26 K Invert In Percent of Pie Length From Sir Lateral Length Lateral Invert Basement Floor Diff, Between BF and Lat. Inv. ** Lot # 441.25 13 1 1 10 1 441.79 1 447.00 5.21 14 1 1 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 - 251i 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 - �� o. d �_ �- � 7 - II Z z p N. Off. CL _ C)0 0- p I CD EXISTING GRADE - - ----- - ---- -- - --------- - ROP-O ! _ All . 102. 3' ft-26-� - - 0.5 :L9. - z � X � g � � O I <r � o � o -- -� ch 0--O _� O m " . O � N N D7. O I` mNN m o�_1• r'1 -'t- � N + .o o 0 O [I a II UtJb-� _ dam" �. -ems O O M .. _ r n r m �. r M I N N } t2 N O 0 + _ a ua �_ T_Z N - I. �. •- Ia- »E-> •- II II AI-- -r Q >P7510+00 O z z -- rn -- Zz �> ww? o 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 \ " / it �AEIMME I ---11111111�1111111� ----11�--- r Gde11�A1 i qlA �e:111 i 111101 WAS-=�i�-=�i® m 1 � I� � 1 r . nil *r. e i • 11111111 1 ttttill�-��I�Iltlli e i -�11�� -I�II�t1111iIBiffY�� 111111�11�-I�R:7�1�11111111�� ttttill�-A�I�Iltlli �11--IIL�Itttttt�lltttttt■ -m I 1n in in in IIIIIII�IIIPii --11� • ---1�� in re�le� tttttttr �-11111111111 �III'��� _ * NOTE TO CONTRACTOR: * CONTRACTOR TO PAY SPECIAL ATTENTION TO SANITARY LATERALS FOR LOT 39, 40, 41, 42, AND 43 LOCATED ALONG FOWLER CIRCLE BETWEEN ROAD STATION 13+00 TO 14+50. SEE SHEET 11 FOR ROAD AND WATERMAIN PROFILE. THESE LATERALS CROSS WATERMAIN AND STORM SEWER. * NOTE TO CONTRACTOR: * * CONTRACTOR TO INSTALL LATERALS AS SHOWN, NO FLATTER THAN 2.08% POSITIVE GRADE TO SEWER MAIN I.A.W BUILDING CODE. HIGHLIGHTED LATERALS (* *) APPEAR TO REQUIRE SPECIAL PROVISIONS TO PROVIDE BASEMENT SEWERAGE. THIS MAY INCLUDE GRINDER PUMPS. 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 IrW F � m `yV a O = w o W Uw9 W U Q Ir Z Q J Z 2 v U (� Z O 0 W LL z Ir N dIr W N N Q U) > N J � W U O w >c'a o z O F- z U w 0 O z O z z z a w w w z w 0 0 0 U U U it: r r- Z z z M 7 =) 0 0 0 _o 0 0 w o 0 0 n N N Q .-I NC? � m 0 0 0 0 N M D Ji.O�o Q Z_ (9 w gg 54 > J z a� J w (Dm H aQTQ 2 w o � Q z � w w IL o w N o 0 x 06 w � a 0 Q 0 w (r J Q w W m � E- C9 2 O DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 10-22-2019 SCALE: AS SHOWN JOB: 8438 SUB: 2019-00170 SHEET: 17 OF 24 ALBEMARLE COUNTY CIS MANAGED SLOPES I / I I 1 I 1 96j es 1 I 1 I 1 I I 1 1 I 1 1 1 6 1 1 i I 1 1 It _ - 1 \ - I ♦♦�; - -- _ i I i� -_-tea i♦ I ��-.. ---------- - Jv I LEGEND FIRE ROAD- PLAN VIEW STEEP SLOPES (MANAGED) STEEP SLOPES (PRESERVED) LD-269 Rev. 3-83 Project Belvedere Phase 5A Plan Sheet No. Designer UVN Sheet 1 of 1 Culvert No. 1 Rev. Date 0 Date 31-Aug-20 STATION: 16+62.45 HYDROLOGICAL DATA FAA Method for Tc AHW Controls FIRE ROAD D.A.= 3.53 ac. Tc = 1.8(1.1 - C) x Flow IengthA0.5 / Watercourse s1oW0.333 100 yr. Flood plain elev. Design AHW depth elev. Tc= 1 5.0 min I I I I I I I I I Structures elev. freq. TWelev. i2= 1 1.6 in/hr _ i10= 2.3 in/hr = = Shoulder = elev. 443.64 = CL elev 444.08 Top of Pipe 428.25 Skew 0 Cover 164.7 in. Q2= 8.9 cfs 010= 11.8 cfs DISCHARGES USED Q 2 = 8.9 CFS Q 10 = 11.8 CFS Q = CFS Q = CFS Q = CFS RISK ASSESSMENT ADT 0 Detours Available none Length 2285 Overtopping Stage Flood Plain Management Criteria and Significant Impact Inv. El. 426 So= 11.56% Inv. El. 406.00 Orig. Gr. Elev. 426.0 L= 173 Orig. Gr. Elev. 424.0 CULVERT TYPE &SI 0 C/B HEADWATER COMPUTATIONS CONT. HW. ELEV. OUTLET VELOCITY End Treat. COMMENTS INLETCONT. OUTLET CONTROL HW/D HW Ke do (dc+D)/2 ho H LSo HW C.M. Smooth 1 - 24 in. RCP 11.8 0.73 1.46 1.5 427.5 EW-2 End sections OP: d50= 6", Depth = 24", La= 12 ft., Width up = 6 ft., Width low-- Full c Design Flood Exceed. Prob. Elev. Overtop Flood Exceed. Prob. Elev. SUMMARY & RECOMMENDATIONS: ( 1 ) 24 in. RCP : 173 L.F.@ 11.56% Base Flood 1% Exceed. Pro-157-Elev. CULVERT DESIGN NOTES: 1. DISCHARGE FOR PROPOSED CULVERT CALCULATED WITH RATIONAL METHOD. 2. PEAK Q FOR DRAINAGE AREA OF THE 2-YR AND 10-YR FLOW WAS DETERMINED ASSUMING DEVELOPMENT OF LOTS AND BUILD -OUT OF BELVEDERE BLVD 3. TIME OF CONCENTRATION WAS DETERMINED USING FAA EQUATION HYDROGRAPH INPUTS: DRAINAGE AREA = 3.54 ACRES WEIGHTED C = 0.5 TC = 5 MIN VDOT HEADWATER ANALYSIS REQUIRED: 1.10 YEAR HEADWATER DEPTH MINIMUM 18" VERTICAL CLEARANCE FROM SHOULDER 2. 10 YEAR: HW/D < 1.5 3. 2 YEAR VELOCITY > 3 FT/S PROVIDED: 1. SINGLE 24" RCP PIPE n = 0.013 APPROXIMATELY 173 LF 10-YR HEADWATER DEPTH = 427.78 < 442.5 OK 2. Q10 = 11.82 cfs HW/D = 0.89 OK 3. 2-YR VELOCITY LEAVING PIPE CULVERT = 3.45 ft/s > 3 ft/s OK HYDRAULIC OPENING = 3.14 sqft MINIMUM 41 CUBIC YARDS STANDARD EC-1 CLASS 1 RIPRAP TYPE A INSTALLATION OP2 OUTLET PROTECTION SPECIFICATIONS Q2 = 8.90 cfs Q10 = 11.82 cfs HP PIPE VDOT EW-1 HEADWALL MIN 6' O O C_� MIN 16 CL I RIPRAP MINN DEPTH OF EC-1 CLASS I RIPRAP RIPRAP = 24" 24 MIN. DEPTH W/UNDERLYING F.F J �oQoQ MIN 22' & FULL CHANNEL WIDTH STANDARD EC-1 CLASS 1 REQUIRED TYPE A INSTALLATION OUTLET PROTECTION / VDOT EW-1 END SECTION & OUTLET PROTECTION INV OUT: 406.00 _ CONTRACTOR TO ADD TRASH RACK OR SIMILAR TO SEM"s -D+ PREVENT CHILDREN FROM PLAYING IN THE PIPE ` ALBEMARLE COUNTY z CIS CRITICAL SLOPES / TREE PROTECTION 3 -- ' FIRE ROAD GRADING TO REDUCE THE SIZE CV OF THE EXISTING SEDIMENT BASIN SEE ---- - - NEW STAGE STORAGE TABLE, THIS SHEET, _ ,THAT INDICATES AMPLE STORAGE PROVIDED - FOR ANTICIPATED DRAINAGEAREA I _ ------ _____ - ` - - -__ _P_R0B 40_hSSiSb -__ a♦ �`. i 04NSTftUCT10N -P,♦ GRADING PWD \ PRCP, TEMP: --- '\ \ yp. ♦ ---- Ncgmoc - - - °m e 2p­/VC p�JNC v �_ 1 TiG�EF �x ♦.♦^♦^ d\ -ONCE SITE IS STABILIZED, RISER e 4s _ - - --- TO BE REMOVED AND REPLACED WITH VDOT EW-1 END SECTION- + -_ - - INV IN: 426.00 49 - _ CONTRACTOR TO ADD TRASH RACK ~ - v OR SIMILAR TO PREVENT CHILDREN -- _ _____ FROM PLAYING IN THE PIPE / I I - , I p TEMP. GRADING AND CDNSrgNCrIDN y 's.... .. - - EASEMENT' - FIRcA- 5 ------------ --------- DRAINAGE 11 I I v `------' a r r _ __ _ C=0.5 - I I __--- -PROP_ TEMP GRADING�AND CDNSiRUC710N EASE ---------- To - AREA TO CULVERT: 3.53 ACRES I _ _ I 010 = 11.82 cis 02=8.9cfs - - ��i \ I yam_-, ' I \ ■ �1- _ �' ,. RSTREET __ EX. FOWL. I-��.. -� 1'1 33 \I 1�II o 1 \ I 50 0 50 100 150 SCALE: 1 "=50' SEDIMENT BASIN DESIGN 455 450 445 440 435 430 425 420 415 410 405 400 395 FIRE ROAD CULVERT PROFILE , HORIZ. SCALE: 1"=30' VERTICAL SCALE: 1"=10' VJ L _ FIRE -ROB F = AIM-- -G H ~ RISER CREST = 432,00 OPOSED-FIRE CCESS ROAD 1NISHED GRADE I M _ D. -BASI - TtON�2. i T' t �1 4 - i TEMPORARY S€O1MENt� BASIN BOT10M---426.00 a - a r J EXISTING -GRAD ED HORMONTIAIL VERTICAL SCALE i SCALE 1'=#0' 10+00 11 +00 12 455 450 445 440 3 45 430 425 420 415 410 405 400 395 00 NOTE: THE EXISTING SEDIMENT TRAP WILL BE MODIFIED INTO A TEMPORARY SEDIMENT BASIN SHOWN HEREON THAT CAPTURES APPROXIMATELY 3.53 ACRES OF SITE DRAINAGE. THE BASIN WILL BE LOCATED DIRECTLY ADJACENT TO THE PROPOSED FIRE ACCESS ROAD AND SERVE AS AN EROSION CONTROL MEASURE DURING INTERIM CONSTRUCTION. THE RISER AND BASIN WILL ULTIMATELY BE REMOVED, DIRT COMPACTED AS NECESSARY, AND GRADED TO ACHIEVE APPROPRIATE SLOPES FOR THE CONVERSION TO A PERMANENT CULVERT. THE 24" RCP BARREL IS INTENDED TO REMAIN AND BE UTILIZED FOR THE CULVERT UPON SITE STABILIZATION. REQUIRED BASIN STORAGE =134CY X 3.53 AC =473 CY AVAILABLE BASIN STORAGE= 925 CY @ RISER CREST 432 WET STORAGE 67 CY X 3.53 AC =237 CY TOP OF WET STORAGE = 429 (365 CY AVAILABLE) CLEANOUT ELEV = 428 (364 CY AVAILABLE) DRY STORAGE 67 CY X 3.53 AC = 237 CY RISER CREST = 432 ( CY AVAILABLE) 4" DEWATERING ORIFICE W/ 6" TUBING ELEV = 429 (1- MINIMUM FROM CLEANOUT) EMBANKMENT TOP = 444 DESIGN HIGH WATER 25-YR ELEV = 434.37 FREEBOARD = 9.63 FEET Culvert Report TEMPORARY SEDIMENT BASIN STAGE STORAGE TABLE ELEV AREA (sq. ft.) DEPTH (ft) AVG END INC. VOL, (cu. ft.) AVG END TOTAL VOL. (cu. ft.) AVG END TOTAL VOL. (cu. yd.) 426.000 2,460.865 N/A N/A 0.00 0.00 428.000 3,529.985 2.000 5990.85 5990,85 221.88 429.000 4,192.517 1.000 3861.25 9852.10 364.89 430.000 4,708.521 1.000 4450.52 14302.62 529.73 431.000 5,448.402 1.000 5078.46 19381.08 717.82 432.000 6,048.043 1.000 5748.22 25129.30 930.70 434.000 7,637.183 2.000 13685.23 38814.53 1437.58 436.000 9,630.869 2.000 17268.05 56082.58 2077.13 438.000 12,266.295 2.000 21897.16 77979.75 2888.14 440.000 15,388.329 2.000 27654.62 105634.37 3912.38 Hydreflow Express Extension for Aulodesk® AutoCADV Civil 300 by Autodesk, Inc. Culvert 1 - 2 YEAR Invert Elev On (ft) = 406.00 Calculations Pipe Length (ft) = 172.73 Qmin (cfs) Slope (%) = 11.58 Qmax (cfs) Invert Elev Up (ft) = 426.00 Tailwater Elev (ft) Rise (in) = 24.0 Shape = Circular Highlighted Span (in) = 24.0 Qtotal (cfs) No. Barrels = 1 Qpipe (cfs) n-Value = 0.013 Qovertop (cfs) Culvert Type = Circular Concrete Veloc On (ft/s) Culvert Entrance = Square edge w/headwall (C) Veloc Up (fus) Coeff. K,M,c,Y,k = 0.0098, 2, 0.0398, 0.67, 0.5 HGL On (ft) HGL Up (ft) Embankment Hw Elev (ft) Top Elevation (ft) = 444.00 Hw/D (ft) Top Width (ft) = 30.00 Flow Regime Crest Width (ft) = 367.94 Culvert Report Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk. Inc. Culvert 1 - 10 YEAR = 8.90 Invert Elev On (ft) = 406.00 Calculations - 8.90 Pipe Length (ft) = 172.73 Qmin (cfs) = (dc+D)/2 Slope (%) = 11.58 Qmax (cfs) Invert Elev Up (ft) = 426.00 Tailwater Elev (ft) Rise (in) = 24.0 = 8.90 Shape = Circular Highlighted = 8.90 Span (in) = 24.0 Qtotal (cfs) = 0.00 No. Barrels = 1 Qpipe (cfs) = 3.45 n-Value = 0.013 Qovertop (cfs) = 5.24 Culvert Type = Circular Concrete Veloc On (ft/s) = 407.53 Culvert Entrance = Square edge w/headwall (C) Veloc Up (ft/s) = 427.06 Coeff. K,M,c,Y,k = 0.0098, 2, 0.0398, 0.67, 0.5 HGL On (ft) = 427.45 HGL Up (ft) = 0.73 Embankment Hw Elev (ft) = Inlet Control Top Elevation (ft) = 444.00 Hw/D (ft) Top Width (ft) = 30.00 Flow Regime Crest Width (ft) = 367.94 MMMMMM....-. e«,ei CWwn1.10 YERn Monday. Aug 31 2020 = 11.82 = 11.82 = (dc+D)/2 = 11.82 = 11.82 = 0.00 = 4.34 = 5.81 = 407.62 = 427.23 = 427.78 = 0.89 = Inlet Control Mr WrFN �..........-. l� 0 U m U a�g O o;0 J> ° vs a 0) < VI w > m W az _w? w 0E0 OQ C3�o J�a a Z � v 0 3 ZO CE O w O rx v` O N ^I a C N /111 W N W O J_ C) i L Lu rn M 0 Fil WCC z rn U 0_ c_ DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JLT /o0447 yT/H /O'p `tic Jimmy L. Taggart Lic. No. 22841 v rONAL ENGe�� LO W � L a U E T - J = 1 U , J Q E j EL N i 06 UJ 0 EL Q W� i c J W 1­_ E m L DATE: 10-22-2019 SCALE: AS SHOWN JOB: 8438 SUB: 2019-00170 SHEET: 18 OF 24 4 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. OTHER DESIGN CONSIDERATIONS: TRAIL BREAKS TO PREVENT v> \, , " EROSION, WITH FOOT BRIDGES OVER MAJOR OBSTACLES.. 10 �v. '-�o n ' .� ..I• I. Y ;• -7,\ I' I' I. I . • � •� �\. •I I I . I I' . I .l I CD \ �•. '. 1 vv I I I I .I I I I I .I' 1 1 1 ' � A � � F \ 1 I ',' � ' � '.;! • /'. !-�`.�f' /. 1. f •' �'i`� � 'I'��; BELVEDERE LAND HOLDINGS LLC l •' ` ' TMP 62A3-1 ,` l r VACANT ..7 ZONING: NMD N \ 90.78 ACRES Iw Ln v I I. 03 f 7 / Ln \ I TREE SAVE \. 46,962 SF \ (DECIDUOUS TREES) 1. 9 I -TP- DENOTES TREE PROTECTION FENCING AROUND TREE SAVE AREA. SEE DETAIL ON SHEET 21. -TP- DENOTES TREE PROTECTION FENCING. SERVES TO DELINEATE CRITICAL SLOPES. AREA TO BE FENCED OFF PRIOR TO STARTING CONSTRUCTION. SEE DETAIL ON SHEET 21. 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 7 ;35 „ W 783 04 ' LEGEND STEEP SLOPES (PRESERVED) SCARLET OAK SHADEMASTER THORNLESS HONEYLOCUST GREENSPIRE LITTLELEAF LINDEN . VILLAGE GREEN ZELKOVA SEE SHEET 21 FOR ADDITIONAL NOTES & DETAILS APFiRO — — PRIMITI E OC LT10N — II iv, TCH E N E� SHEET 19 _ ..-----------L / S 5� w Iq `. 00 o zU m w mo U ° O N 0 O 0� J> ° rn <Ld a: Q J V/ U Ir OU a� a _y "0 d = W ❑ _Z Oco Zw0 o OQ J15a z0 uF O01 W wZ cn 0 0 N a¢ m W N CO Lu J O U) i r ❑ W N H NO z U O w 11 un < z rma o a rn U a z 0 a V 0 W cn Orn z OZ a Z Z w w w 0 0 0 W V V V Z Z Z 7 D =) 0 0 0 0 0 0 w oN oN oN O /v 9 N O 0 0 0 ZN rc DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT `roc2r9gart44essfONAL n gt1G% Q z Q w Lo Z Q E" Q''W^^�W Q VJ 1— Q LL W 0 O W zCD J Q z W a 0 z N 0 06 W (0 a 0 Q z W cl) O>� U W w m a O DATE: 10-22-2019 SCALE: 1 "=30' JOB: 8438 SUB: 2019-00170 SHEET: 20 OF 24 i 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 shall 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- 0 O� zw� $5¢ C) Q J Q > QZ gac=1 > r� Z O O fD xCO O LL O> N (L W (0Lu N Yam+ cow o J r co co n z co rn W U O OJ w U6rnIr z im= o= a 0 U a z O a U U 17ji a f] 0 z z O F F F F- z z z a w w w z W 0 0 0 0 O O O �: r_ r z z z 0 0 0 U U U 0 0 0 -- N N N F N N N Q n N N Q N O 0 0 0 zN n m �o����,y,�THo'f `roc U ! 9 �7 /I Jimmy L. Taggart Lie. No. 22841 44 A�oF�sSIONAL ^r.��l}4. Q Z_ 0 Q W � a LO Q z E- QWCOW Q J In �Q JQ W 0 v) U E- J Q z o W o z �oCN0 t>zS W (D U a 0 Q oC W Q W a 0> X0 J F- Q z a W IL m 0 0 IE DESIGNED BY: UVN DRAWN 8Y: ARC 'CHECKED BY: JLT DATE: 10-22-2019 SCALE: NA JOB: 8438 SUB: 2019-00170 SHEET: 21 OF 24 Buffer space W= 5 ft_ 3 rtmla, �I 6 ftmtn.Iv/trees 13 IT mlr+ Ploy# lit» 7 In. tan, next la roll hop curb I 4 In min, elsewfl4re I i t• f$yWO/k1 f, f, f • f00,1111 •d JRDQr(2t•?• /f tie Why space is plmd.corWrudlon stun b� on camaaicw sutgrace and "a thickriess stall n117tcn ttrd at the sldewalt. taL'rL w. the area wl1l nor be nxLslderad port of Ate minifwm width required for sldciI If try are plarmil in puvw pedestrian are5s,tlty snoll be piorxe0 In tree III tMr Include a 41cntkV grole.aADrave-d Dy the r4sH•rlct4dfWaisfifirni's Llaslgnm However. the width of sidewalk pnsslng tie trw well stDR he at feast 4 feHJ in wldtrt FIGURE 6 -DETAIL BACK OF CURBS MATERIALS TO TRENCH SPOILS TO BE PLACED ON THE GROUND TO BE GRADED BE PLACED ON THE 1LOW SIDE OF TRENCH TO ORIGINAL CONTOURS HIGH SIDE OF TRENCH DURING CONSTRUCTION. AFTER BACKFILL DURING CONSTRUCTION. TOP OF GROUND SLOPE --- - ---------- I, COMPACTION PER COUNTY SPECIFICATION T+III (REMAINING BACKFILL SHALL NOT CONTAIN ROCK, CLOD, OR DEBRIS MATERIAL LARGER 36" MIN. THAN 5" IN ANY DIMENSION. 24" MIN. SP' MIN. INITIAL BACKFILL* (6" LIFTS) 'THOROUGHLY COMPACTED BY HAND OR APPROVED'. MECHANICAL TAMPER. EMBEDMENT DIAMETER OF PIPE O SPRING LINE OF PIPE HAUNCHING BEDDING:. 5" MAX NO. 68 STONE �v 4� MIN FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE) [ALL PIPE] NOTE: CONTRACTOR MUST INSURE THE STONE IS PROPERLY COMPACTED, ESPECIALLY UNDER THE HAUNCHES OF THE PIPE. BEDDING, BACKFILL AND TRENCH SPOIL PLACEMENT SEE STANDADD SL-1 FOR APPLICABILITY OF SAFETY SLABS. STANDARD MH-1 NOTE' FRAME R COVER THE TOP OF MASONRY IS TO BE LEFT 1 SUFFICIENTLY LOW TO PERMIT PROPER ADJUSTMENT OF COVER AND FRAME TO GRADE BY THE USE OF MORTAR OR BRICK AS DIRECTED BY THE ENGINEER. SHEET 1 OF 5 REV. 7101 106.01 I� h! ST-1 DIAMETER-4 B' (2 x WALL THICKNESS) - 1' SECTION B-B e BRICK CONCRETE OR CONCRETE BLOCK T-DI-1 STANDARD DI-1 FRAME TOP & GRATE q4 BARS B 4" C-C 44 DIAGONAL BM IIIIIIIIIIIIIIIIIIIIIIIIIIII BALL CORNERS IIUUUIIUUIlUI1BDIlU TYPICAL U 4'-10" DIAMETER DI-1, 1A PC ALTERNATE TOP �I IZ�:- I I pIpQ0pIIpIp 4'-10- ��D����RR�R�RR II �II I rl-I C -- II I. - 4'-10I- ---------- a7 •J y ' � RECOMMENDED MINIMUM HEIGHT CHART PPE H DIMENSION SIZE CONCRETE CORR. TAL ME 12" 2'-6" 2'-5" 15" 2'4,' 2'-8" II 3'- 2„ 2'-11" 21" 3'-3 .- 3'-2" 24" Y-7" >•' 8" DOWELS 12 45 BARS ON LBS. 'I GROUT 5' LONG ON GRATE) (63 LEIS.) •I �'I' NOTES I � I� 1. SEE GENERAL NOTES PRECAST FOR ADDITIONAL DETAILS. 2. CONCRETE TO BE 4000 PSIMNNUM. NOTES' 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM C-478, ASTM A-497 1. TONGUE AD GROOVE JOINT TO BE OF FABRICATOR'S DESIGN MEETING THE (WIRE FABRIC) AND ASTM A-615 (REINFORCING BARS). APPROVAL OF THE ENGINEER. JOINTS ARE TO BE SEALED WITH MORTAR, OR C CONCRETE COVER AND GRATE ARE TO BE FURNISHED AS A SINGLE UNIT. 0-MPG GASKETS OR BUTYL RUBBER. 2. ALTERNATE JOINT DETAILS APPLY TO ALL PRECAST UNITS. 5. SEE STANOARD DI-1, 1A FOR DETAILS OF FRAME AND GRATE. 6. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH ALTERNATE JOINT DETAILS MANUFACTURER. SPECIFICATION STANDARD PRECAST TOP UNITS REFERENCE 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 233 03.03 302 HALF PLAN VIEW HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE 45• NOTES) 1. QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 C.5 0.785 7.437 5 0.7 0.705 1.699 6 0.9 G785 1961 7 1.0 0.785 2.223 6 1.2 0 785 2.485 9 1.4 0,785 2.747 10 1.8 0 785 3.0 9 11 1 1.9 0.970 3.456 12 2.2 0.970 3.817 13 2.5 0.970 4.179 14 Z.8 0.970 4.541 15 3.1 0,970 4,903 16 3.4 0.970 5.265 17 4.0 1,173 6.032 INCREMENT 0.45 0.582 OBTAIN TRUE QUANTITIES 2. A BASE THICKNESS OF V1 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 MAHIHOLE 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 AD. 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 INCIDENT& TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. MANHOLE FOR 12'' - 4811 PIPE CULVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION EXISTING OR PROPOSED SIDEWALK OR SIDEWALK SPACE 01-3A, 36, x EXPANSION KEYED FOR DETAILS OF INLET JOINT COAST BARS D Rp EXPARSION JOINT 3'-q" FRAME & COVER BACK OF SIDEWALK X: JOINT a�TTEAR�Opp[pN BARS G 4" 2- SEE STANDARD -2. m� BM G CUTTER - m 2" BARS C I6--"H-8-"H6- BARS B$ w BAR CT HARDWARE SUBBASE 1'- ARS F I I 7 OCLOTH I CLOTH WEE NTE HOLE. B n W STEPS.'SE 61 b II II AR F BAR A NOTE 5 11 ARS D FACE OF CURB 8' 8" GUTTER - R K C NTR J TNT LRACK CONTROL JOINT 2._O., 6• MN, PLAN SECTION A -A 10- MAX B­-A 10'Mq%. KEYED CONST, JOINT WARPL-VARIABLE - MAX. 20' L 3�0" 18• 2•_6•• B B•. 3..0 2•• 1 APPROACH CUTTER MS A GUTTER 1 - - - - - - - - - - - ------- S: - - - - / do ' BARS G7 --t-- J 0 I BARS F BARS E I-B tY it 1 #:P DIA OILER BARS E FRONT ELEVATION �g F B" T-8" W. BARS e - - - - - - (GUTTER REMOVED) e' 5XI/(' BENT PLATE ` SECTION B B 'I- 'I.- N I•. •.I" TYPE A NOSE DETAIL SHALL BE USED WITH CG•3 L CG•7 STANDARDS GAL %2/ %A P GAL Ai TYPE 8 NOSE DETAIL SHALL BE USED WITH CG-2 & CO-6 STANDARDS. TYPE A TYPE B ITO X {' STUD S16:M CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68. 30' TO ANGLE IRON AT 2-C-C. WELDED AND IS T ANCHOR WITH % {" STUD AR BE ANCHORED UD SHE /2 NOSE DETAILS WELDED TO BENT PLATE AT 2 C-C. 2" ARPR. PAVEMENT DH3A I I DI-38 L DI-x L WARPED PAVEMENT ____ _ = I z - - - - Low = FLOW I _FLQ_W T.O.. 1 ] I DETAIL WHEN DE L W E USED FOR USE ON GRADES ADJACENT TO CURB FOR USE A SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRIC& xVDOT STANDARD CURB DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET I OF 2 REVISION GATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - S' 233 g4.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 /� OF ABD-POINT OVF ELEVATION LARGEST PIPE. I I I I I I A SLOPE TO DRAN TO INVERT OF OUTLET PIPE ACTION A -A IF TREATMENT IN DROP INLETS SLOPE TO DRAN TO INVERT OF OUTLET PIPE JC0I0N a-❑ PLAN METHOD OF TREATMENT IN MANHOLES SPECDDAIIW! E STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 106.08 CG-9B WI TH F C ENTRANCE X: -y LIMITS OF PEO. ACCESS ROUTE ® o LIMITS OF PED. ACCESS ROUTEIM UNPAVED SPACE NON -TRAVERSABLE / UNPAVED SPACE W1 TH F ENTRANCE _ LIMCE55 � LACCE45 ROUTE® NO -TRAVERSABLE ROUTE PEDESTRIAN ACCESS ROUTE DETAIL WITH & WITHOUT UNPAVED SPACE ADDITIONAL RIGHT-DF-WAY IS REWR EXF THE LIMITS OF PEDESTRIAN ACCESS ROUTE IFBEYOND EXISTING OR PROPOSED VDOT RIGHT -OF WAY. I I ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS ' �' ' °• �' )NOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT ?6e•4, eoo PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A 40. YeYe. o FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. F ACCESS ROUTE IS ADJACENT TO BACK OF CURB,MMNIMUN WIDTH SHOULD BE 6'. SECTION F-F C HJ HALF PLAN ! F PEDESTRIAN ACCESS ROUTES j ARE BEING PROVIDED, A ){' TRAINERS WIDTH WITH A SLOPE. IS REQUIRED WITH A MAR.2X CROSS T. WHEN USED IN CONJUNCTION WITH STANDARD. n. - �• . e. PARABOLIC CG-3 OR CG-7, THE CURB FACE ON THISSig - W V STANDARD IS BE ADJUSTED MATCH THE MOlNTABLE CURB CONFIGURATION. ee S'oYoY o:e NORMAL GUTTER ® ® --_ _ - ®-';x SECTION E-E • e, • s. • G. • I:. - e.^ . e. • l:. • n. - 1;. ' baeY'Yo^e: i 0% TO qX CHANGE 4b4'44 by Pit YY se 6ed4e•eYa• CLASS AS (N.E.S.I CONIC. ebo�YA I 6- AGGR. BASE TYPE I SINE 210 • �• 5'-0" I ® PONT OF GRADE CHANGE - e. • P- n 12X MAX. SLOPE 5'-0" , FOR CURB AND GUTTER ONLY NR -'c. ->. -17. R I UTT xx M X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS ae,e•o.e•o BUILT CONCURRENTLY ' �oY,;Y oe' SECTION C-C x x x 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND B X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D-O SPECIFICATION REFERENCE STANDARD ENTRANCE GUTTER ROAD AND BRIDGE STANDARDS 502 REVISION DATE SHEET 1 OF t VIRG:NIIA DEPARTMENT OF TRANSPORTATION 07/15 203.02 DETAIL 1 SECTION B-B TYPE OF OUTLET PROTECTION MATERIAL MAXIMUM OUTLET )FOR DESIGN STORM) MINIMUM "T" INCHES) CLASS Al CLASS Al DRY RIPRAP 8 fps 18 CLASS I CLASS I DRY RIPRAP 14 fps 24 CLASS I CLASS I DRY RIPRAP 19 fps 36 DETAIL 2 SECTION A -A PLAN VIEW 1xea•�.�rl�•niY1:�a�aT�_v(•�a. TABLE OF QUANTITIES 01-3A. 38. 3C TYPE L AREA OF SLOT REINFORCING STEEL Controls BARS A BARS B BARS C BARS D BARS E BARS F BARS G WEIGHT FL 5 . FL Cu Yds, No. Lin. Ft XI No. Lb. FL ! No. Lin. Ft. Ni No. Un. FL NO. Lin. FL* No. Lb. Ft.* No. Lin. Ft. Lbs. DI-3A 2'-6" 1.15 . 6 - - - - 1 5'-7" 3 3'-2" - - - - 6 - •'72 4' 1.83 2.59 5 V-6" 2 V-7" to W-10" 3 5'-7" 3 Y-2" 4 V-6" 3 1•-6" 4 1'-0" 64 .7 5 3'-6" 6 '- '-T' 3 3' 2' 4 '-6• 3 F' 6 4 I ] .4 6 5 5'-6•' 10 7' 3 4 --6 3 I'-6" 4 IS A DI-3B 1' 4 5 T-6' 14 '-7• 6'-10" -7' 3 4 T-6 3 I' 4 4 1' 4. 5 9'-6• 18 - ]' 3 4 '-6' 3 1•-6' 4 I 14' 6.42 4.78 5 11'-6•' 22 3 5'O" } 4 11-6' 3 1' 6 4298 1' 6 L .22 5 I •_ •• 3 2 6 3 '-7" 3 d 1 -- - J 1'- 4 45 18, 8.25 5,66 5 15'-6" 30 '- " 6'-10" 3 5'-7" 3 2 4 1 '- '• J 1'-6" 4 '- " 391 2 ' ,17 6. .09 5 1T-6" 3d 5'-]" "- 5'-7" 3 3" 4 17--15" J 1'-6" 4 1'- 43 6' 7 2. 5 10 V- " 9 4 6'-7" to 6'- q 5 5'-7" 3 - 8 1'-9" 6 1'.W' 2 t'- " ill 8' 3.67 3.45 K) 2'-9'• 8 6'-7" to 6'.1o.. 5 5,_7" 3 r -2" 8 2._9. 6 P-61' 2 Y. 158 1 ' 4.58 q 3'-9" 1 6'_7'. to 6'-10" '-7" 3 3.-2" 3'-9" 6 1.-6" 1. 5.50 4.33 10 4'-9" 16 '-7" 6'- •• '_]" 3 3'-2" 4'-9" 6 1'-6" 2 2 DI-3C 14' 642 .77 t0 5'-9" 20 6'-7" to 6'-q" 5 5'-7" 3 3'-2" 5'- " 6 I•-6" 2 16' ].33 IO 6'-9" 24 •_ " •_ •• 5 ,_]'• 3 3'-2" 4" 1& 8. 5 5.65 10 7--9" 28 6'-7" to W-10'. 5 5'- „ 3 3'4" 8 T-9'• 6 I'-6" 2 0 20' 9.17 10 .. „ ._ „ •_ .. 5 •. p• 3 .-2,. g..g" p_ „ ._ .. NOTES I. DEPTH OF INLET IN) TO E SHOWN ON PLANS, B NN 7 #4 X 8" 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 2. THE "H" DIMENSION WN THE STANDARDS HSHOWN ON S TO ABUTTING CONCRETE TO PREVENT ALE ON E CUR GUTTER. B AND E AND SPECIFIED ON THE ALAS WILL BE SETTLEMENT. MEASURED FROM TIME INVERT OF THE OUTFALL II CONCRETE OUANTITFS SHOWN ARE FOR DEPTH PIPE TO THE TOP OF THE STRUCTURE. S. 3" DIAMETER WEEP HOLE TO BE LOCATED TO (H) OF &-2" WITHOUT PIPES. THE AMOUNT PLAN "ll" DIMENSIONS ARE APPROXIMATE ONLY ORAN SUBBASE MATERIAL. WEEP HOLE[ WITH DISPLACED BY PIPES MUST BE DEDUCTED TO FOR ESTIMATING PURPOSES AM THE ACTUAL 12"X12" PLASTIC HARDWARE CLOTH I/{' MESH OBTAIN TRUE OUANTITES. FOR INLETS OF DIMENSIONS SH L BE DETERMINED BY THE OR GALVANIZED STEEL WIRE MINIMUM W'RE DIFFERENT DEPTHS ADD OR SUBTRACT 0.32 CONTRACTOR FROM FIELD CONDITIONS. DIAMETER 0.03", NUMBER 4 MESH HARDWARE CUBIC YARDS OF CONCRETE FOR EACH FOOT CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF DEPTH. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS OF THE STRUCTURE. TO BE SHAPED IN ACCORDANCE WITH STANDARD 17, LENGTH OF ANGLE NON AS SHOWN ON SHEET 1 IS-1 THE COST OF FURNISHING AND PLACING ALL 9. ALL REINFORCING STEEL SMALL HAVE A MIN. OF 2 IS TO BE L+16" AT 4.10 LBS./FT.. MATERIALS INCIDENTAL TO THE SHAPING IS TO E COVER OF 2". INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 18. ♦ DENOTES LENGTH OF ONE 41) BAR. q, ALL REINFORCING STEEL TO BE CUT CLEAR OF IN THE EVENT THE INVERT OF THE OUTFALL ALL OPENINGS BY 2". 19. ALL REINFORCING BARS TO BE#5. 4, PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE. THE INVERT OF THE STRUCTURE 11. PLACE CONCRETE IS TO BE CLASS A3 20. WHEN INLET IS USED MEDIAN, BACK OF SHALL SHAPED WITH CEMENT TO (3000 (3000 PSI). PRECAST CONCRETE IS TO BE E TO INLET IS TO BE SHAPED TO CONFORM TO T OF WAR WATER PREVENT STATURE OR PCOST MOOD PSI. PROPOSED CURB. OF IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS WNCIDENTAL TO 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE THE SHAPING IS TO BE INCLUDED IN THE BID SHOWN ON PLANS - PRICE FOR THE STRUCTURE, 13. F INLET IS CONSTRUCTED IN MEDIAN CURB OR 5, STEPS ARE TO BE PROVIDED WHEN H IS 4'-0' WITH INTEGRAL CURB, GUTTER IS TO BE OR GREATER. FOR DETAILS SEE STANDARD ST-1. OMITTED (SEE DETAIL). e. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. 14 STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING DI-MB. REFEIRENGE STANDARD CURB DROP INLET ROAD A `BRIDGE STANDARDS 233 12" - 30" PIPE( MAXIMUM DEPTH (H) Is S' REVISION DATE SHEET 2 OF 2 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 04.10 NOTES 1. DEPTH OF INLET IN) TO BE SHOWN ON PLANS. 9. ALL REINFORCING STEEL SHALL HAVE A MIN. COVER MAXIMUM DEPTH IN) TO BE 201. FOR DEPTHS OF 2"- LESS THAN 9'USE STANDARD DI-2A, 28 OR 2C. W ALL REINFORCING STEEL TO BE CUT CLEAR OF ALL 2. THE "H" DNENSIGN SHOWN ON THE STANDARDS OPENINGS BY 2". AD ECIPED SPON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFAL PPE TO THE 11. CASTAI PLACE CONCRETE IS TO BE CLASS A3 TOP OF THE STRUCTURE. PLAT "H" DMENSI NS (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. ARE APPROXIMATE ONLY FOR ESTINTNG PURPOSES AND THE ACTUAL DIMENSIONS SFULL 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE BE DETERMINED BY THE CONTRACTOR FROM FEW SHOWN ON PLANS. CONDITIONS. 13. THIS STANDARD IS INTENDED FOR USE IN CURB J. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO AND CUTTER SITUATIONS ONLY. BE SHAPED N ACCORDANCE WITH STANDARD II THE COST OF FURNISHING AND PLACING ALL 14. IF OPTIONAL CONSTRUCTION JOINT IS USED IT IS MATERIALS INCIDENTAL TO THE SHAPING IS TO BE TO BE KEYED. ALL SPLICES IN BARS V TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. A MINIMUM OF 40 DIAMETERS (20"). 75. FOR PLAN VIEW OF INLET SEE STANDARD DI-2A 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE 20. 2C. IS HIGHER THAN THE BOTTOM OF THE STRUCTURE THE INVERT OF THE STRUCTURE SHALL BE SHAPEb 16. FOR DESCRIPTION AND LOCATION OF DIMENSION L WITH CEMENT MORTAR TO PREVENT STANDING OR SEE SHEET 104.03. PONDING OF WATER N THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS 17. FOR NUMBER OF BARS A-F REQUIRED AND LENGTHS INCIDENTAL TO THE SHAPING IS TO BE NCLIIDED SEE SHEET f04.04. IN THE BD PRICE FOR THE STRUCTURE. 5. STEPS ARE TO BE FRONDED. FOR DETAILS SEE 18. QUANTITIES SHOW ARE FOR MINIMUM INLETS OF EACH TYPE. FOR INLETS OF GREATER DEPTHS STANDARD ST-7. (H)OR LONGER SLOTS (U INCREMENTS SHOWN 6. THIS ITEM MAY BE PRECAST OR CASTAN-PLACE. PER FOOT MUST BE ADDED. THE AMOUNT OF CONCRETE AND STEEL DISPLACED BY PIPES MUST 7. •4 % 8" SMOOTH DOWELS AT APPROXIMATELY 12" BE DEDUCTED TO OBTAIN TRUE QUANTITIES. C-C TO BE PLACED N ALL AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT SETTLEMENT. 19. FOR DETAILS AND DIMENSIONS OF CURB, SLOT, BEAM, IN LIEU OF DOWELS A 2" X 4" NOTCH MAY BE COLLAR AND GRATE DROPPED GUTTER LINE. AND REINFORCING AND SS'RUCTURAL STEEL NOT PROVIDED. SEE STANDARD T-DI-3, FOR DETAILED SEE STANDARD DI-2A ALTERNATE DESIGN. B. 3" DIAMETER WEEP HOLE IS TO BE LOCATED TO BRAIN SUBBASE MATERIAL. WEEP E WITH 12" X 12'. PLASTIC HARDWARE CLOTH 1 MESH OR GALVANIZED STEEL WIRE, MINIMUM RE DIAMETER 0.03" NUMBER 4 MESH HARDWARE CLOTH ARCHSRED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. APPRO%MATE QUANTITIES FOR MINIMIIY 9' DEPTH INLET TYPE DIMENSION L SEE NOTE '6 REINFORCING STEEL CONCRETE DI- Lin. FL Lbs. Cu. Yds. 2M 2-2" 609 2-77 2BB 4--0" 647 3.06 2CC 6'-0" 685 J.36 INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FEET OF DEPTH fH) AN). OR SLOT LENGTH fU H L Cu. Yda. Cone. Lbs. Steel Cu. YtlS. Cone. Lbs,Steel 0.28 e4 - - 0.28 1 64 0.16 1 17 0.28 1 64 0.16 1 17 SCHEDULE OF REINFORCING STEEL SEE NOTE 17 BARS H BARS Hl BARS V NO REO-D. LENGTH NO REO'D. LENGTH NO REO'D. LENGTH 4(E5H+1)+8 3'-2" 4(1SH+I)A­B 3-3" 1 36 H-(T-4") STANDARD CURB DROP INLET SPECIFICATION REFERENCE 12" - 24'' PIPE: DEPTH (H) = 9' to 20' 233 k1405 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 EC-1 NOTES: 1. FOR MULTIPLE LINE INSTALLATIONS. DIMENSION S IS TO CAVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (W), 2. ON ANY INSTALLATION REOUIRING CULVERT OUTLET PROTECTION WHERE NO ENOWALL OR ENOSECTION IS SPECIFIED ON THE PLANS. CONSTRUCTION IS TO BE IN ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. 3, GEOTEXTILE FABRIC TO BE INSTALLED UNDER CLASS Al .1. AND I MATERIALS A ACCORDANCE WITH THE SPECIFICATIONS. 4. S - DIAMETER OF CIRCULAR CULVERT OR SPAT FOR BOX. ELLIPTICAL OR ARCH CULVERT. H DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX. ELLIPTICAL OR ARCH CULVERT - W USE TYPCAL SECTION SHOWN ON PLANS FOR SIDE SLOPE. BOTTOM WIDTH AND DEPTH OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND. OUTLET PROTECTION MINIMUM LENGTH (L) TYPE A INSTALL ATNXN 3H TYPE B INSTALLATION 5H IFICATION ERENCE 04 CULVERT OUTLET PROTECTION 245 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 414 dtd XVDOT ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 3.01 S D SEE NOTE 1 F L IC-2 P' STD 211;" D IL 26• DIA 22' DIA SET 2N/s' DIA 1 SIM A INLET COVER SECTION rt INLET FRAME NONSKID A OXIDE IM'+PENlAIED •y±STEEL PLATE " THICK NEOPRENE jj1l7l17 00110 51EEI. PLATEARy. THICK STWI` C NL COwR SHALL CONFORM IM7EIeAL AASHfO N222 TO AA91f0 M222. IN FLAT BAR (WELDED TO T�� PRIME AND COVER SHALL. HAVE A CONi1NUWs DETAIL A awn SHEET 2 OC 3 s 11 STANDARD INLET AND FRAME COVER VRCJiA OEPNNTMENT OF TRANSPORTATION 3C2 k*5�2 SHAPE TO 8 BEVELED WITH MORTAR NOTES: 1. 'N" MAY BE REDUCED UNTIL "X" REACHES A MINIMUM OF 4" WHERE ENDWALL WOULD PROTRUDE ABOVE SHOULDER LINE. IN NO CASE SHALL TOP OF ENDWAL PROJECT ABOVE FILL SLOPE. DITCH SLOPE, OR SHOULDER. 2. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 3. ALL CAST IN PLACE CONCRETE TO BE CLASS AD. FOR PRECAST SEE SHEET V.02. 4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND ALL SKEWS(O-TO 45-). 5. HEADWALL TO BE BEVELED N ALL PEAS EXCEPT WHERE A CONFLICT WITH INVERT. EW-1 ENDWALL FOR CIRCULAR PIPE DIAMETER OF PPE CULVERT 12" 15" M" 2V OR 24" 7" OR 30' 33" OR 36' A 01-VI 0'•8" 0'-9" 0'-11" B 0'-11" P-Y' 1'-3" V-6" T-9" 2'•0' C I,_4„ V-7" Y-9" 2'-2• 2'-G" 2`11" D r.0" II T-6" 2'-0' 2'-6" Y-0" F 0'-6" o,_B.. O.-B.. O.-T. O,_9„ O._g.. H 2'-3" 2•-11" Y-2" 31-e" 4'-3" 4'-9" L 4•-0" 5'-0" 6'-0" 8'-0" q'-0" 11'-0" 0 0'-p/�' O'-1)1j'' 0' 0'-3j'i' b 0--d/i' O'-P/N" 0' CUBIC YARDS OF CONCRETE CONC. PIPE 0.241 0.492 0.697 1.318 2.067 2.947 CA, PIPE 0.257 0.521 0.739 1.398 2,198 3.144 EW-I.IA EqFL801 - - - - _ __-._.-._ __ he-C 6. BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE INLET END OF THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT). ]. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE EDGE OR BEVEL EDGE. 8. ON SHALLOW FILLS. WHERE ENDWALLS ARE 1' OR LESS BELOW SHOULDER LINE, THE TOP OF THE E14DWALL SHALL BE CONSTRUCTED PARALLEL TO THE GRADE OF THE ROAD. 9. )14" CHAFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. EW-IA ENDWALL FOR ELLIPTICAL PIPE SIZE OF ELLIPTICAL PIPE CULVERT (SPAN • RISE) 23"44" 30"09" 34"x22" 38'x24" 42"s27" 45'x29" 49"x32" 53"x34" A 01-8" 01-9" D'-q" 0'-11" 0'-11^ 1'-0" 1'-0" I'-0" B r-21' r-5" r-6•1 1'-8•• 1'-9" I. -II 1'-W. r-IT• C T-8" Y-ir 2--1" 2'-4" 2'-5" 2'-7" 2'-8" 2'-9" D F-2" 1'-7" 1'-D" 2•-0" 2'-1" 2'-W. 2`21" 2`10" F 0'-B.. 0'-8" 0'-9" 01-9" W-9" 0'-9" 0.-1.. H 2'-q" 3'-3" Y-7" Y-9" 4'-0" 4•_2„ 4'-5" 4•-7" L 5'-5•' 7'-2• 8'6" 9 '-11 12,_Il„ S T-II 2-" - 4'-1'• 4'-5" Q 0`21/2. 0.-31/P O•.31/i, O._4" 0'-4X," 0'-4%" 0•-5" 0'-9/2" O'-21/z" 0-2%" 0'-3" 0'-31/i' O'-3Y4', 0,.4" 0'-41/i' CL6D YARDS OF CONCRETE CONC.PPE 0.502 0,855 1.236 1.500 1,811 2.101 2.512 2.807 SPECIFICATION I A COPY Or THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. `VDOT REFERENCE STANDARD ENDWALL FOR PIPE CULVERTS ROAD AND BRIDGE STANDARDS105 12" - 36" CIRCULAR AND 23" x 14" - 53" x 34" ELLIPTICAL PIPES REVISION DATE I SHEET 1 OF I 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 04/19 101.Ot m U g m Is 0o U 6N O0 to�a 4 3 w ] �M1 OU c V pU) 0U0°a U w c U Za I� 0 5 Iw1 w Z' � 0 N ? o a� N Q Q > N En o 0 n C3 � K-I �wb w U) n O �U a Z O d OC (J an LU 0 O z Z O H- Z Z Z D W ILL;W IZ N O O O Z Z Z > :D> O O J 0 0 0 N N N w o 0 0 Q n N N ca ti N o 0 0 0 Z N M o�4� jj ll OP P 7 / /!q y �/YIrA,V1 Jimmy L. Taggart Lic. No. A 22841 0 �0,?. TONAL E6C'1�4, 2 0 LO W Q d LU 0.N T a J U p I: F=4 LmLI ] E--I Ir N W A aj W U (� Q x 111 :E E- I j Q Uj 04 r W W Ery GA �V+ 0 DESIGNED BY: UVN DATE: 10-22-2019 SCALE: NA JOB: 8438 SUB: 2019-00170 SHEET: 22 OF 24 ATTACH 42" SAFETY RAIL TO TOP COURSE OF FINISHED WALL BLOCK BY FENCE OR RAILING APPROVED STRUCTURAL METHOD (DESIGNED BY OTHERS) SLEEVE AND NON -SHRINK GROUT AROUND POST TOC SLEEVE INSTALLED DURING WALL CONSTRUCTION CAP BLOCK TYPICAL RETAINING WALL WITH FENCE CROSS SECTION NOTE: SEE RETAINING WALL PLANS UNDER SEPARATE COVER 5' 4" 3000 PSI CONCRETE 4 VDOT 21A F STONE BASE TYPICAL SIDEWALK SECTION N.T.S. 3" MULCH MAINTAIN POSITIVE DRAINAGE- - EXISTING GRADE _.. ... I_I I I -III -III -I I IJ TYPICAL TRAIL SECTION CLASS B, TYPE 1 N.T.S. END -SECTION 12" - 60" PIPE HUB END ON OUTLET END -SECTIONS SPIGOT END ON NET END -SECTION i X - - E CONCRETE TO BE LLL JJJ 4000 PSI MINIMUM PLAN 67�#lLL#L`t:Ql DIAMETER OF P RE FA - E - END VIEW END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12" 4" 21_0„ 2,_0" 4,_O" 2,_0" 15" On 2,_3" T_9" 4,-0„ 2,_8" IB., 9„ 2,_y, T_91. 4,_0„ 3._O.. 21" W 2'-11" 2'-7' 5'-0" 3'-6.. 24" " 3,_7" 2,_g., g,_,,, 4,_0" 27„ „ 4._0.. 2._T, g._T. 4._8.. 301, T_O,. 4,_8„ _7 8._, 5._0„ 33„ ,,_, , 4,_, p 2,_3T 7,_, 5,_6„ 1,_3„ 5,_y, 42" T_9" 5,_3„ 2,_0„ 8,_2" 48" 2,_O„ g,-0" 2,_2" 8,_2" 7,_O" 54" 2'-3" 5'-5" 2'- B'-2) •, 7'-8" 80" 2'-B" 5'-a' 3'-3" B'-3" B'-0" ALTERNATE END -SECTION 12" - 60" PIPE ES-1 HUB END ON OUTLET ENO -SECTIONS SPIGOT ENO ON INLET END -SECTION X Y CONCRETE TO BE E JJJ 4000 PSI MINIMUM PLAN SECTION X-X END VIEW END SECTION DIMENSIONS PPE DIAMETER A B C 0 E 15" 8" 2'-3" 3140" 8'4" 2'-8 Is, 9•• 2'-3" 3-10"8- " 8-0' 21" 9" 2'-IT' 3-2" 3'-8" 24. p,. 3,_7„ 2,_8. 8,_3" 4,-0„ MI. TO 4g 17 5'-0" ,43 5,_g" T_3. 5,_3" 2,_p, 8_, g,-0" 42" V-9" " 2'-11" 48„ 2,-0" 8,_0„ 8,_2'' 7,_O„ M.; 2'-3° 5'-5" 2'-11" 8'_4„ 7,_g,' 60., 2,_g„ 5'-0„ 3,_3„ g,_3„ 8,_O" Lr lm Mr HIM PAY LITE SHOULDER c B NOTES PPE LENGTHS SHOWN ON PLANS ARE BASED ON ENO -SECTION DESIGN SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE .LEIULVERT THE RIGHT DIFFERENCEE INSDIMENSONWILL 13ERO".EDUBY SLOPE DETAIL SPECIFICATION REFERENCE FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 7l - 02.01 1 BARS O B" C-C TYP. .•-.- -- ••: I I I I I I I 1A IIIII •'• I I I I I .-• I I I I I •;:� I I I I I I I PLAN STRUCTURE SIZE AND WALL THICKNESS VARIES �1.J CLASS A3 CONCRETE CA-J SECTION A -A NOTES: I. STANDARD SL-1, MANHOLE SAFETY SLAB, IS REQUIRED AS PART OF THE DRAINAGE DESIGN FOR MANHOLES JUNCTION BOXES AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET. THE SlIkNG OF ADJACENT SAFETY SLABS SHALL BE 8-TO 12'WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTUR€. SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PIPE OF 30I' DIAMETER OR GREATER. #5 BARS 0 B" C-C TYP. IT II TT T-T PLAN CLASS A3 CONCRETE SECTION B-B 2. THE COST OF THE SL-1 B INCLUDED IN THE COST OF THE STRUCTURE SEE CAST IN PLACE DRAWINGS FOR FURTHER DETAILS 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. g'N # 5 BARS # 8" C-C TIP. C SAFETY SLAB MAY BE CASTAWPLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE CLASS AT (3000 PSI). PRECAST CONCRETE IS TO BE M (4000 PSI. REINFORCING STEEL TO BE IN ACCORDANCE WITH AS14TO M31. 5. ACCESS OPENINGS MAY BE 30' DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN SO" THE ACCESS OPENING SHILL BE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG). TYPICAL PRECAST UNIT SPECIFICATION REFERENC E TYPICAL CONCRETE SAFETY SLAB 302 FOR DROP INLETS, MANHOLES AND JUNCTION BOXES REV. 7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 106... CROSSDRAIN CD-2 ON FILLS CENTER LINE SECTION (WITH TYPE 1SELECT MATERIAL) TRENCH PLACEMENT PAVEMENT SURFACE # BASE 00000 W SUBBASE o.oSELECT MATERIAL TYPE IORB J 157 AGGREGATE. 18 AGGREGATE OR CRUSHED GEOTEXTILE GLASS MEETING 08 GRADATION REQUIREMENTS. DRAINAGE FABRIC OR w-PAVEMENT SURFACE 6 BASE 0 0 0 0 0 0 0 o SUBBASE OR CEMENT STABILIZED SUBBASE l� TOP OF CUT7 GR#' CD-2 FOR LL _L EDGE OF PAVEMENT �1N�• TRAVEL LANES 'N EDGE OF PAVEMENT Tr T SHOULDER LINE YNCIALI �+ TOE OF FILL / LIMITS OF PAY FOR OUTLET PPE PLAN VIEW SHOWING PLACEMENT OF CD-2 CROSSDRAIN NON -PERFORATED OUTLET PIPE TYPE OF PPE CRUSHING STRENGTH )N W.T. "NON -DIAMETER NW.T. 6"NOM. DIAMETER SMOOTH WALL PVC .103 0.153 SMOOTH WALL PE 1 70 PSI )EN)N 70 P51 NNM •o• 00. o • o . o . o • � SELECT MATERIAL TYPE( OR SUBGRADE M WALL THICKNESS IMN) - INCHES •o•o. .,.. �o•o.o.o o (CEMENT OR LIME STABILIZED) XXXTESTED ACCORDING TO ASTM D-2412 AT 5XDEFLECTION. 457 AGGREGATE, #8 AGGREGATE OR CRUSHED CE TTEXTICE GLASS MEETING 48 GRADATION REQUIREMENTS. F"AB T ° 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 WIN. (3% DESIRABLE) GRADE. BRIDGE SUBBASE 3. ON CURB AND GUTTER SECTIONS. WHERE IT IS UPOSS13LE TO OTHERWISE PROVIDE CD-2 OUTLETS FOR CROSSDRAINS. THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP CD-2 5'-0" INLETS OR MANHOLES. 5 0 CATE E?TI N0. 2B MINOEPTH)S E 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 WNWM OF Y-O" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 CROSSDRAIN AT 8, ALL CONNECTIONS (ELBOWS, WYES. ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE, 7. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE STRUCTURE. SPECFICATION VDOT REFERENCE STANDARD CROSSDRAIN ROAD AND BRIDGE STANDARDS 50 232 (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE SHEET I OF 1 1 ]01 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/16 f08.05 2016 ROAD & BRIDGE STANDARDS CD-1 cur AIDE PAVEMENT SUBBASE FILL UBGRADE COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS CENTER LINE SECTION (WITH TYPE I SELECT MATERIAL) TRENCH PLACEMENT zzzzzz i- PAVEMENT SURFACE # BASE 00000 00000000000 oo FSUBBASE -b-o-o.o-o-o-d-o-o-000-o• ,SELECT MATERIAL TYPEIORX ••• •� #57 AGGREGATE, #B AGGREGATE OR CRUSHED 1-"L 1 0" GLASS MEETING #8 GRADATION REQUIREMENTS. PLAN VIEW GEOTEXTILE DRAINAGE FABRIC (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR E_ PAVEMENT SURFACE M BASE 0 0 0 0 0 0 0 0 0 �- SUBBASE OR CEMENT STABILIZED SUBBASE Ni•o- o o • o • o • o - o • -SELECT MATERIAL TYPE Z OR SUBGRADE '. �::]:• o•o o (CEMENT OR LIME STABILIZED) GEOTEXTILE #57 AGGREGATE, #8 AGGREGATE OR CRUSHED DRAINAGE I GLASS MEETING #8 GRADATION REQUIREMENTS. GENERAL NOTES FABRIC T-0'1 1. UNLESS SPECIFICALLY INDICATED COMBINATION UNDERDRAIN WILL NOT BE LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ARE STABILIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 %MIN. (3 X DESIRABLE) GRADE. TYPE OF PIPE CRUSHING STRENGTH " OM. TER W.T. 6" NOM. DIAMETER SMOOTH WALL PVC .103 0.153 SMOOTH WALL PE 70 PSI M)f)( 1 70 PSI H)E)E 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERDRANS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP INLETS OR MANHOLES. 5. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. 6. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF 1'-0" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. M WALL THICKNESS (MIN) - INCHES 7. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. )(MM TESTED ACCORDING TO ASTM D-2412 AT 5X DEFLECTION, 0. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. STANDARD COMBINATION UNDERDRAIN SPECIFICATION REFERENCE REV 8/07 (AT LOWER END OF CUTS) So; 108.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 WP-2 I j EDGE OF EX51NG PAVEMENT I I (AS OETERMNED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT rEXISTHMGASPH&TERS PROPOSED ASPHALT LAYERS ------------ LI88ASE PROPOSED S_____ COMIPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM IV, INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) • MINIMUM 12 INCHES. OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES /SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGNEF- 2. THE PAVEMENT DESIGN FAR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN SOB FEET MART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF IV, INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COIRSE.UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MIUNG DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRANAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER, T FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 3I5 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. \V DOT SPECIFICATION ROAD AND BRIDGE STANDARDS ASPHALT PAVEMENT WIDENING REFERENCE sHEEr i of 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 30J.02 VIRGINIA DEPARTMENT OF TRANSPORTATION EW-12 BEVEL SLOT DETAIL (PERMITTED FOR EASY FORM REMOVAL) T�2'-D` 6" IC L 4..X PLAN MIN. STEEL 08 NCH MIN. ALUMUMIM OR STEEL RIVETS OR BOLTS ALUMINUM PLATE COMPATIBLE WITH POST MATERIAL -PPE COUPLER TO BE CAST INTO ENDWALL. COUPLER MUST BE FLUSH WITH OUTER SURFACE OF _ EW-12 AND PROVIDE A POSITIVE CONNECTION FOR U-TYPE ROLLED THE OUTLET PPE (4" OR 6')- RAIL STEEL POST SECTION A -A PPE I.D. SLOPE DIME OHS CUSS A3 CONCRETE CUBIC YARDS L H 4" 211 1 2'-5' " 1 V-2 ' 0.19 4" 3.1 3'-5 T-1 '• 0.25 4" 4:1 4'-5" t'- 0.30 6" 71 740 " I'-5 „ 0.20 T-3" T-3 i xV DOT ROAD AND BRIDGE STANDARDS SHEET I OF 1 REVISION DATE 101.32 Ol/iS AT 1.33 LBS./FT. OR o ALUMINUM ALLOY 6063•TG O .78 n LBS./FT. UNDERDRAIN OUTLET MARKER DETAIL NOTES: 1. TYPICAL ENDWALL TO BE PLACED AT THE ENDS OF ALL UNDERDRAIN OUTLETS, BARRING LOCATIONS WHERE UNDERDRAIN IS TIED INTO OTHER DRAINAGE STRUCTURES. ENDWALL TO BE INSTALLED PERPENDICULAR TO ROADWAY AND FLUSH WITH THE SLOPE. 2 OOUTLET PPI TEST SHALL E RIGID 0"AEWOR T]D.SMOON-BORE PIPE.MEETING THE REQUIREMENTS 3. EXPANDED STEEL MESH (FLATTENED) SHALL RAVE OPENINGS OF APPROX.'/i' X V AND WEIGH APPRI 4. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 0.30 p, 5. STEEL POSTS AND PLATES TO BE PAINTED OR GALVANIZED ACCORDANCE WITH THE ROAD AND BODGE SPECIFICATIONS. F PAINTED THE RNA. COAT SMALLL BB E N0. 13 ALUMINUM PANT OR N0. 11 WHITE PLANT. 6. MARKER TO BE PLACED AT ALL EW-12 UNDERDRAIN INSTALLATIONS. 7 MARKER WILL BE PAD FOR N ACCORDANCE WITH SECTION 501 OF THE ROAD AND BRIDGE SPECIFICATIONS, A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE N THE CENTRAL OFFICE. SPECIFICATION STANDARD ENDWALL FOR PIPE UNDERDRAIN REFERENCE p5 233 VIRGINIA DEPARTMENT OF TRANSPORTATION o M o UDID � O 09 yy� O may+ 0U a� a UQ u c WI W u w w, 0 a�N Q > � n O D G W a O W w Z aaU P. z 0 OC u O W H- 0 O z Z O F- Z Z Z d w w w N 2 w000 u u u �: r F� z Z z 7 =) ::) 0 O O u u u O o 0 N N N W O O O Qn N N o 0 0 0 0 N M z DESIGNED BY: UVN DRAWN BY: I ARC 'CHECKED BY: JLT O�@SALTg OF `4�0 o "�7� 9 Jimmy L. Taggart Lic. No. 22841 , A�OF4`YS T ON AL E�Gl$`t+ Q z_ 5 (Ia RA Q d LO Lu w 0. Q j Lu O Q (~ UJ N� N OU 02$ Lu v E- C) Q o Q uj 2 z J ~ ui w 11 1 I� V 0 �i 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. I SWING I SLIDE 2 CLIMBERS I 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 WIRED BACKED PROPOSED WOODEN RAIL TOT LOT FENCE N.T.S. OPTION: WWF (4X4 OR 3X4) CAN BE ADDED BETWEEN POST AND FENCE BOARDS IF ANIMALS ARE BEING CONTAINED PER OWNER'S REQUEST. 8' O.C.; TYP. PLAN 4 X 6 X 6 POST; I" WASH ON TOP. SET POST A MIN. OF 3' IN GROUND. SECURE POST WITH QUICK DRYING CEMENT (OR EQUAL). 6" HALF -ROUND OR 4 X 4 POST CAN BE SUBSITUTED FOR THE 4X6 POST SHOWN AT OWNER'S REQUEST. FENCE COLOR: BLACK GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL B24 1 5•' INITIAL BACKFILL 524' INS MIN MIN. MIN, MIN, 8" BEDDING )�` `" •• #58 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 #88 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4 I INITIAL BACKFILL 4 UNSTABLE SOIL MIN. MIN MIN. #68 STONE RANULAR FILL AS '1?+'n •f'. s; :° APPROVED BY ACSA S CK' STABLE SOIL OR ROCK, NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 hL FRAME & COVER (SEE FIG. S-1-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA , q - -Ig '-0' MAX RUBBER COATED STEEL 3'-0' MIN STEPS CAST IN PLACE PRECAST REINFORCED L CONCRETE SECTIONS 12" MIN 0" RING SEALS • 16' MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. -CIA FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE ' VARIES CHANNEL TO BE 1FILLETS 3/4 DIAMETER OF CONTRIBUTING ,a --�=-- SEWER. a A FILLETED INVERT OR A SM00 �• . •,/•; `, 12" TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE ; W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE—IN N.T.S FIG. S-I-A TD-25 SEWER SERVICE LATERAL CONNECTION NOTES 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION $HALL BE 2% Q (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF e. 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. /7sALT7 TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF MAIN LINE SERVICE LATERAL SECTION 45ro'o" JiN IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 NOTE HYDRANT MUST BE EQUIPPED WAIN CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES B MIN TI 7 TO 10' ( 18"-22" rols CU. FL ALVE BD STONE 42'MIN �; �' .- 6" GATE _ . .- �.,• VALVE - TEE C P.S.I. CONCRETE , BASE AND THRUST ::�' :''' "'' • �.' BLO BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE RESTRAINED JOINT FITTINGS THE SOIL IS DISNRBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVE AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH, IT IS NOT ALLOWED IN THE DITCtL S. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG, W-4 TEI PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT a TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 0 ADJUSTABLE TRPFFIRATED II II VALVE BOX W/ LID z u i Z N a --- M.J. GATE VALVE WATER LINE 2500 P.S.I. •• CONCRETE '• Y e Yx 2' BEARING AREA. THRUST BLOCK •, d :k d ,A. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 ID-9 z z 7L' PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN c BRANCH 4N4 . 2" 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 BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION L1124' IN11AL BACKFILL* EMBEDMENT (6" LIFTS) j8*MIN * THOROUGHLY COMPACTED SPRING LINEO BY NOOR APPROVED OF PIPE MECHANICAL TAMPER AUNCHING NO. 68 STONE _ _JREQUIRED EDDING 6" max 4" min OUNDATION SHALL BE WH N SOIL LONDITONS ARE UNSTABLE NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE' TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 E E L ��11 rD2 N f� p W �� px Em m M o E L ua iv Ew $ 4J 9 TL Egg 0 0 TYPICAL MANHOLE FRAME &COVER N.T.S FIG S-1 D TD•31 1' COMPRESSION . 3/4 MALE P&£ DILI OR APPROVED EQUAL O TYPE x S O COPPER FOR USE ROLEDUUJ FREILY AL SERVICES R SSRNCFS OR DUAL RESIDENTIAL SID AND ANQ IeRlwnoN sERNCEs. Yd.4. TEE Q NO E NQ SWEATED TTrTe1Ds z DUAL SERVICE EL 1' COMPRESSION x Jle MAU PIPE COUPONG OR APPROVE) EQUAL I' IYFE i(' SOFT COPPER O TOR USE ON GETACNE) SINOIE FAMILY RESIDMTAL SERt M WHERE AN IRRIOATON METER IS NOT PRONGED. SINGLE SERVICE NOTE: 1) MO LER SHALL BE USED ON PN: ARK. r GNSF III ID FINISHED GRADE LY-1 y1 METER am arm COPPERSETIER 1/5 MIND D0INIR T\ 9a- METER I 4t' i BRYX AS ON COflPORATS1CP2 "�. tJN NECESSARY u' �Y. 4� BONG OR RE UNO-I 4' "'MERE" BOX SIOK OR U PIPP 12' SErld (a-INcx i S: 14, LONG SON � g SPEC 2OJ. N4 9r AGGREGATE UM L X 57 A GREG MINIMUM THI OOIF55) R?QF.•�M.'\L-.:�a6oY .SJ TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-BA TD-10 ' 'E (Jclbi'c0— O [8Ile — IM� —I [TS I'S" qem]--1 I 0 [14x+R T O O 28' [Stknm] I.YAS / 1/0' FRAME SECTION 13/13' [3smrn] [20mm] ((51-0 USERS STARS, RIe1D -� czs'mm1 I ARY 3[� Sp,N a n'a�R,a-'� 3 1/5• S 22 1J/1D• D17m1(j [57B�m] [SAmm [JSDDi e/15• oa of cKr caowE ] Ty, [14mm] SECTION VIEW 1�4' (emm) DW SEE sr NEDSTAL PRFNE GASKET (•2) WSHR 1/15 x a/a x 1 I/2 S ♦•� (� yR® 1800' RYBaIA MMN OGSefgJ E W 5/B U) eLr xIX rG eN" [Smm s/bftxJ 1 1 5a 2/00' [41mm PARFN DDRe,& 1 1/&' (20mm) DN D)SS [Ir Bmm ++ .. DM. STURUS SIEFI. RGD (2) W91fl 5/e ID ISD OD SS PLa1N MEIN I'*ILL DDae1a19 PRAK EAR & LOCIQUO HOLE DETAIL NDIE4 2) "OF x% a/e-11 2x WIX PMFN wDeueA 1. ALL rEpMANHOLES rMW M1MN IRO YEAR ROODPUM DR LOGJE) W AREAS 9JBEOf 1D "OGON6 51WE HAW WTERRGIT FRAME k COVER. (2) NYF xx JAM 3/0-11 DI i W'.ERS ELF p NAFh D�l�IN! SHALL MMITTES �WNc w6 AsdBLv MAN aDRaf22& TYPICAL WATERTIGHT �aloROR10Cf1c PNRI aDlemu MANHOLE FRAME & COVER LOCK LUG ASSEMBLY MT.S HeS# TD-32 COVER LIFT NOTCH 74 1/2" - 12 1/2" WATER '• CAST IRON LID•• 1 B" METER BOX �.11ry ^ N1�ry ' 1M ti 18" I •• ,, : 6" EXTENSION PIPE SLOT (2 PLACES) NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG, W-7 TD-13 AIR RELEASE VARIES VE BOX 4" DIAMETER BR4VARIES AND VALVE J. PLUG WATER MAIOINT FITTINGS ON-LINE (TYPE "B") VARIES THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP �I LUBRICATE ALL THREADS THRUST BLOCK METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE Y THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW —OFF ASSEMBLY N75 FIG. W-B m-19 GRADE BRASS OR BRONZE PIPE 4" \'V—BRONZE GATE VA I LIDSUPPORTS ENBLQKSOMT S ' —COPPER SOFT STOP STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS,METER OR A B - ASSEMBLY IN NON TRAFFIC AREAS, OR APPROVED EQUAL, SHALL M R BOX BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN. ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (AR Nis FIG. W-9 TD-20 j l t gl In tT >1 n M r z 'oN < w ty 00 N 3 Q ' w TIN B o L\ K N D stXm g o w U 0 <¢¢¢ a Of N oo J CD sss a Z U O a w "."I$.5 F- w a ooA On HN TD-35 A U o V) N i y O .rn CUC z N 0 0 to m o F dy oz x 0U) OMO � w Ux Q�u 00 x Wcn �z F� O 5 N GTi W N Ln N Q > LID E40 � r ) ., 0 D P4 On+m'� O w�� a z O a K N C3 a Oz z O 1- z z z a w w w w 0 0 0 V U U z z z 0 > O OO O O O O N N N w O O O 0 O N M z DESIGNED BY: UVN DRAWN PyTH OF .OF Df C� U� /7 V 9 Jimmy L. Taggart LIE. No. 22841 w4 A�O�Ess10NAL LO �Nd C7 .0 (Y Q W r as J �-( = w ow E- W H �D CE C\J U W W Q Q� <F J Q Q N � w /w 1 E E 0 DATE: 10-22-2019 SCALE: NA JOB: 8438 SUB: 2019-00170 SHEET: 24 OF 24 BY: ARC CHECKED BY: JLT