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Home My WebLink AboutSDP202000036 Plan - Submittal (First) Final Site Plan and Comps. 2020-04-20r SITE DATA OWNER: DEVEL OPER: PLAN PREPARER.- TAX MAP PARCEL No. PARCEL AREA: ZONING: CURRENT USE: R4 STANDARD DENSITY - ALLOWABLE DENSITY - BELVEDERE LAND HOLDINGS LLC PO BOX 7505 CHARLOTTESVILLE, VA 22906 NEW BEL VEDERE, Inc. 610 WEST RIO RD CHARLOTTESVILLE, VA 22901 ROUDABUSH, GALE, & ASSOCIATES 914 MONTICELLO ROAD CHARLOTTESVILLE, VA. 22902 (434)-977-0205 NOTE: *ALL NEW PUBLIC STREET RIGHT-OF-WAY SHOWN HEREON IS HEREBY DEDICATED TO THE COUNTY FOR PUBLIC USE. **OPEN SPACE IS HEREBY DEDICATED TO THE HOA 15, 00 ACRES R4 RESIDENTIAL (THIS PARCEL IS NOT PART OF THE BELVEDERE ZMA -2004 - 000 7) STEEP SLOPES - MANAGED STEEP SLOPES - PRESERVED VACANT 4 DU/AC 4 DU/AC + 5% DENSITY BONUS CREDIT FOR MAINTENANCE OF EXISTING WOODED AREA (1.17 ACRES SEE LANDSCAPING PLAN) 4+(4 *0.05)= 4.2DU/A0 PROPOSED USE.' CLUSTER DEVELOPMENT. 5 SINGLE FAMILY DETACHED + 38 SINGLE FAMILY ATTACHED = 43 TOTAL LOTS PROPOSED USE DENSITY.- 43 LOTS115 ACRES = 2.87 DU/AC BUILDING HEIGHT.' 35' MAXIMUM NON-INFILL SETBACKS FRONT SETBACK 5' MINIMUM FROM ROW (25' MAXIMUM FROM ROW) SIDE SETBACK 5' MINIMUM UNLESS THE BUILDINGS SHARE A COMMON WALL (NO MAXIMUM) CARACE FRONT LOADING GARAGE 18' MINIMUM FROM THE ROW (NO MAXIMUM) SIDE LOADING GARAGE 5' MINIMUM FROM THE ROW (NO MAXIMUM) BUILDING SEPARA RON MINIMUM 10' UNLESS THE BUILDINGS SHARES A COMMON WALL MAXIMUM NONE REAR 20' MINIMUM, NO MAXIMUM LOT TABULATION 5 SFD LOTS 0.92 ACRES 38 SFA L 0 IS 2.46 ACRES RIGHT-OF-WAY 1.48 ACRES* TOTL 0T 0. 07 ACRES OPEN SPACE PHASE 5A 2.02 ACRES** (299' OF PHASE 5A DEVELOPMENT) FUTURE PHASE 5B 8.05 ACRES TOTAL 15.00 ACRES MAGISTERIAL DISTRICT.- RIO MAGISTERIAL DISTRICT STORMWATER MANAGEMENT.• SEE VSMP SUBMITTED UNDER SEPARATE COVER. v[][I u [In 11111111 H [lull uuuuuuuuuuuuii 1111111111 H 11 H Ih] H [III Lmd TMP 6 PARC L 16D RIO MAGISTERIAL DISTRICT, COUNTY OF ALBEMARLE, VA WA TERSHED: UPPER RI VANNA RI VER BOUNDARY SOURCE. PLAT 'DIVISION OF DUNLORA" PREPARED BY WY. MORRIS FOSTER, LAND SURVEYOR, DATED NOVEMBER 1, 1985, REVISED DECEMBER 20, 1985, RECORDED A T DB 875 PG 331. TOPOGRAPHY.- AERIAL TOPOGRAPHY FLOWN IN 2016 BY BELL LAND SURVEYS LLC. TOPOGRAPHY STILL UNCHANGED BASED ON A SITE VISIT AND DESIGN PROFESSIONAL'S OPINION, THE SURVEY IS STILL ACCURATE TO THE EFFECT THAT NOTHING HAS CHANGED. BENCHMARK- FIRE HYDRANT 455.10, RIGHT FRONT BONNET BOLT AT CORNER OF FOWLER STREET AND FARROW DRIVE DA TUNM: HORZ.: NA VD 88; VER T.: NAD83 FLOODPLAIN: THIS PROJECT IS LOCATED WITHIN 'ZONE X" AS SHOWN ON FLOOD INSURANCE RATE MAP. COMMUNITY PANEL NUMBER 510003C 0279 D. EFFECTIVE DA TE: 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 ON -STREET SPACES FOR EVERY SFA LOT = 0.25 * 38 = 9.5 SPACES EXISTING ON -STREET PARKING SPACES REPLACED AT FOWLER STREET & FARROW DRIVE INTERSECTION = 4 SPACES 100 PARKING SPACES REQUIRED (MINIMUM 14 ON -STREET PARKING SPACES REQUIRED) Z_ PARKING PROVIDED: SFD - 2 DRIVEWAY SPACES + 2 GARAGE SPACES PER UNIT = 20 SPACES (SEE SHEET 5, L 0 T 30 FOR EXAMPLE) SFA: I DRI VEWA Y SPACE + 1 GARAGE SPACE = 76 SPACES (SEE SHEET 5, LOT 14 FOR EXAMPLE) 18 ON -STREET PARKING (PROPOSED ALONG FOWLER STREET) 114 TOTAL PARKING SPACES PROVIDED z LANDSCAPING: SEE LANDSCAPING PLAN SHEETS FOR MORE DETAILS O �J LIGHTING. ALL PROPOSED LIGHTING WILL 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 RESIDENTIAL = DISTRICTS AND FROM ADJACENT ROADS. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS NO EVIDENCE OF A BURIAL SITE WAS FOUND ON SUBJECT PARCEL. VICINITY M A P NO STREAM BUFFER(S) ARE PRESENT ON THE SUBJECT PARCEL. SCALE: 1 =1000 FEET THE SUBJECT PROPERTY IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. THIS SI TE IS NOT LOCA TED WI THIN THE WA TERSHED OF A PUBLIC WA TER SUPPL Y RESERVOIR. GENERAL CONSTRUCTION NOTES PLAN NOTES T T - UTILITIES. T VERIFY 2. THESE PLANS DO NOT GUARANTEE HE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILTES. CONTRACTOR SHALL VERI THE EXISTENCE AND CONCRETE &ASPHALT 1. THE OWNER WILL DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE DURING THIS PROJECT. CONTRACTOR SHALL REPORT LOCATION OR THE NON-EXISTENCE OF UTILITIES. AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION, CONTRACTOR SHALL NOTIFY 1. ALL FORMS SHALL BE INSPECTED BY THE PROJECT MANAGER OR HIS REPRESENTATIVE BEFORE ANY CONCRETE IS PLACED. THE PROJECT MANAGER DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED. MISS UTILITY (1-800-552-7001) AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, POWER, PHONE AND CABLE. CONTRACTOR MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO REMOVE AND REPLACE CONCRETE PLACED PRIOR TO OR WITHOUT SUCH INSPECTION. 2. THE DESIGNER HAS CONDUCTED NO STUDIES DESIGNED TO DISCOVER THE PRESENCE OF ANY HAZARDOUS SUBSTANCES ON THIS PROPERTY AND 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 2. ALL MATERIAL INSIDE FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS AND OTHER LOOSE DEBRIS. SUB -BASE MATERIAL SHALL BE COMPACTED BY ASSUMES NO RESPONSIBILITY OR LIABILITY RESULTING FROM THE PRESENCE ON ANY SUCH SUBSTANCE. ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE RESPECTIVE UTILITY'S RULES AND REGULATIONS. ANY COST INCURRED FOR MECHANICAL MEANS. 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES. THIS INCLUDES ALL NECESSARY PERMITS, REMOVING, RELOCATING OR PROTECTING UTILITIES SHALL BE BORNE BY CONTRACTOR UNLESS INDICATED OTHERWISE. CONTRACTOR SHALL EXCAVATE TO 3. CONCRETE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 DEGREES FAHRENHEIT F IN THE SHADE AND RISING. ( ) INSPECTIONS BONDS AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH THESE PLANS AS WELL AS LOCAL STATE AND FEDERAL POLICIES. LOCATE BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICAL ADJUSTMENTS TO ITS WORK 4. 1/2" PREMOLDED EXPANSION JOINT MATERIAL SHALL BE PLACED AT A MAXIMUM OF 30' INTERVALS ON NEW SIDEWALK, CURB, CURB &GUTTER, AT 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 Q � � AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO EACH END OF DRIVEWAY ENTRANCES, AT EACH END OF HANDICAP RAMPS, SOME POINT ON ENTRANCE WALKS AND STEPS ADJUSTMENTS, AND ALONG ORDER TO STABILIZE A DRAINAGE CHANNEL. CONTACT AND COORDINATE WITH UTILITIES. BUILDINGS AND WALLS WHERE NEW CONCRETE SIDEWALKS ARE PLACED AGAINST THEM. 5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, AND SHALL BE 3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM DAMAGE DUE TO 5. ALL EXISTING CURBS, CURB & GUTTER, SIDEWALK AND STEPS TO BE REMOVED SHALL BE TAKEN OUT TO THE NEAREST JOINT. PROVIDED BY THE CONTRACTOR. THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY 6. EXISTING ASPHALT CONCRETE PAVEMENT SHALL BE SAW CUT AND REMOVED AS PER THE SPECIFICATIONS. REMOVAL SHALL BE DONE IN SUCH A 6. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND MANNER AS TO NOT TEAR, BULGE OR DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL, ALL CUTS SHALL BE PARALLEL OR 1926). THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR PERPENDICULAR TO THE DIRECTION OF TRAFFIC. 7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST EDITION) AND THE VDOT ROAD AND BRIDGE SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS. 7. DISPOSAL OF ALL EXCESS MATERIAL IS THE RESPONSIBILITY OF CONTRACTOR, SPECIFICATIONS (LATEST EDITION). 4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE INTERRUPTION OF ANY SERVICES. SERVICE 8. SEAL (TACK) COAT SHALL BE APPLIED IMMEDIATELY BEFORE ASPHALT IS LAID AND SHALL EXTEND ALONG THE BURIED VERTICAL EDGE OF CURBING UP 8. RETAINING WALLS GREATER THAN 3 FEET HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A INTERRUPTIONS SHALL BE KEPT TO A MINIMUM AND SHALL ONLY OCCUR WITH THE KNOWLEDGE AND PERMISSION OF THE SERVICE'S OWNER OR TO THE ELEVATION OF THE TOP OF THE ASPHALT LAYER. STAMPED ENGINEERING DESIGN. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. AUTHORITY. 9. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE 5. THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER BOXES SHALL BE THE RESPONSIBILITY OF TRAFFIC & SIGNAGE BUILDING DEPARTMENT. CONTRACTOR. 1. ALL "NO PARKING" REQUIREMENTS SHALL BE PROVIDED BY CONTRACTOR WITH APPROVAL OF THE PROJECT MANAGER. 10.WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE 6. ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE PERFORMED BY THE CONTRACTOR. CONTRACTOR SHALL KEEP 2. CONTRACTOR SHALL PROVIDE NECESSARY REFLECTORS, BARRICADES, TRAFFIC CONTROL DEVICES AND/OR FLAG PERSONS TO INSURE THE SAFETY OF 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 A "REDLINE" SET OF PLANS DOCUMENTING ALL SUCH AS -BUILT REVISIONS. ITS WORKERS AND THE PUBLIC. TRAFFIC CONTROL SHALL BE DONE WITH THE KNOWLEDGE AND PERMISSION FROM THE STREET'S OWNER OR COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. AUTHORITY. DRAINAGE SYSTEMS 3. CONTRACTOR SHALL MAINTAIN SAFE AND PASSABLE PUBLIC ACCESS TO PROPERTIES AND THE PUBLIC RIGHT-OF-WAY DURING CONSTRUCTION. ACCESS EARTHWORK, DRAINAGE, & SITE CONDITIONS 1. CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE POSITIVE DRAINAGE. ANY AREAS WHERE WATER FOR EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES. IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN 4. EXCEPT AS OTHERWISE AUTHORIZED IN WRITING BY THE PROPER AUTHORITY, THE WORK SHALL BE COORDINATED AND PERFORMED IN A MANNER SO 1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR BE NO GREATER THAN 2:1. INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED. THAT ALL EXISTING FIRE HYDRANTS SHALL BE ACCESSIBLE AT ALL TIMES DURING THE WORK. 2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF THEORETICAL MAXIMUM 2, CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND FLOWS AT ALL TIMES DURING THE WORK. 5. CONTRACTOR SHALL NOTIFY AND GAIN PERMISSION FROM THE PROPERTY OWNERS TWELVE 12 HOURS IN ADVANCE OF BLOCKING ANY ENTRANCE. () ( ) 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 CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE NO ENTRANCE SHALL BE BLOCKED FOR MORE THAN TWELVE (12) HOURS IN ANY 24 HOUR PERIOD WITHOUT APPROVAL OF THE PROPERTY OWNER, FILL. DRAINAGE. EXCEPT WHERE NEW ENTRANCES ARE CONSTRUCTED. 3. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. 3. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE PROJECT MANAGER BEFORE BEING BACKFILLED OR BURIED. THE PROJECT 6. WITHIN 24 HOURS OF THEIR REMOVAL, CONTRACTOR SHALL REPLACE MAILBOXES, STREET SIGNS, TRAFFIC SIGNS, AND THE LIKE THAT ARE REMOVED 4. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VDOT ROAD & BRIDGE STANDARDS (LATEST MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED FOR CONSTRUCTION. PERMANENT OR SUITABLE TEMPORARY ITEMS WILL BE USED AS THE STATUS OF WORK PERMITS. PERMANENT OR TEMPORARY EDITION) UNLESS OTHERWISE STATED WITHIN THE PLANS.. OR BURIED WITHOUT SUCH INSPECTION. STOP SIGNS MUST BE IN PLACE AT ALL TIMES. COSTS SHOULD BE INCLUDED UNDER THE VARIOUS UNIT BID ITEMS. NO SEPARATE PAYMENT WILL BE 5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. 4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS. MADE. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, AND IMMEDIATELY NOTIFY THE PROJECT 5. REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR UNLESS NEGOTIATED OTHERWISE BEFORE PROJECT BIDDING; AND IF NOT SALVAGED FOR MANAGER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS. RE -USE, SHALL BE DISPOSED OF LAWFULLY. 7. IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE PROJECT MANAGER AND ENGINEER BEFORE 6. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL PRIOR TO FINAL ACCEPTANCE. FINAL GRADING COMPLETION FOR ADVICE AND CONSENT. 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 CONTRACTOR RESPONSIBILITIES REGARDING ADA COMPLIANCE UTILITIES & DRAINAGE SYSTEMS SHORTENED, EXTENDED OR OTHERWISE ROUTED USING MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH A WAY THAT THE NEW DRAINAGE SEE SHEET 8 FOR NOTES & DETAILS PATTERNS ARE ACCEPTABLE TO ENGINEER AND THE PROJECT MANAGER. AMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED L NTRACTOR'S EXPENSE. CONTRACTOR'S RECORD DRAWING CERTIFICATION STATEMENT: (SEE SHEET 21 FOR RECORD DRAWING REQUIREMENTS) THIS HAND MARKED SET OF DRAWINGS HAS BEEN "REDLINED" TO PROVIDE AN ACCURATE DETAILED RECORD OF ANY SUBSTANTIVE CHANGES TO THE APPROVED DESIGN DRAWINGS. ANY ITEMS NOT 'REDLINED" ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO BE "CONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWN" FOR: SHEET INDEX SHEET 1---------- COVER SHEET SHEET 2---------- EXISTING CONDITIONS & DEMOLITION PLAN SHEET 3---------- OVERVIEW SHEET 4---------- LAYOUT PLAN SHEET 5---------- SITE PLAN SHEET 6---------- UTILITY PLAN SHEET 7---------- GRADING PLAN SHEET 8---------- CG-12 CURB DETAILS SHEET 9---------- ROAD PLAN & PROFILE - FOWLER STREET SHEET 10--------- ROAD PLAN & PROFILE - FOWLER CIRCLE SHEET 11--------- ROAD PLAN - TEMPORARY FIRE ROAD SHEET 12--------- ROAD PROFILE - TEMPORARY FIRE ROAD SHEET 13--------- SIGHT DISTANCE PROFILES SHEET 14--------- STORM INLET DRAINAGE MAP SHEET 15---------- STORM SEWER PROFILES & CALCULATIONS SHEET 16--------- SANITARY SEWER PROFILES & LATERAL TABLE SHEET 17--------- LANDSCAPE PLAN NOTES & DETAILS SHEET 18--------- LANDSCAPE PLAN NOTES & DETAILS SHEET 19--------- LANDSCAPE PLAN NOTES & DETAILS SHEET 20--------- NOTES & DETAILS SHEET 21--------- NOTES & DETAILS SHEET 22--------- 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 EXISTING STORM SEWER PROPOSED STORM SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER PROPERTY LINE EASEMENT LINE CENTERLINE LIMITS OF CLEARING AND/OR GRADING EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING TREE DRIP LINE EXISTING TREE PROPOSED TREE i Prpnin 3,32 300 EX. EP EP EX. C&G CG-6 CG-6 ROLL-TOP EX. 15" RCP 15" RCP 2.0 +12.0 0 OAK CONTRACTOR) EXISTING WATERLINE W/ TEE PROPOSED WATERLINE W/ TEE 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 CRITICAL SLOPE SLOPES TO BE SEEDED MULCHED & TACKED VEHICLES PER DAY COUNT PROPOSED STREET NAME SIGN EXISTING SIGN PROPOSED SIGN SANITARY MANHOLE IDENTIFIER STORM DRAIN STRUCTURE IDENTIFIER 12 1,234 VPD 0 APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT DATE PLANNING ZONING ENGINEERING INSPECTIONS DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VA. DEPARTMENT OF TRANSPORTATION V a 0 ti O � rnm N < Q� z0 Z � u o� �o OL Q� Jz aZ Ua QC w O Oy w UQ O o Q Q? Q L? 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J w (� O Q U U z c W G - U) V- > x 0 J Q 0� MW W F- H U) 0 Q DATE: 04-17-2020 SCALE: 1 ":1000' JOB: 8438 SHEET: OF 22 r :1 0 :1 160 240 ■ ■ ■ ■ ■ :0 Ilk FUTURE PHASE 513 ,f STEEP SLOPES (MANAGED) STEEP SLOPES (PRESERVED) 95 , (SOIL TYPE) SOIL LINE TYPE BOUNDARY LINE INFORMATION LINE BEARING DISTANCE L 1 N 81 '2.3'05" E 26. 04' L2 S 29°18'35°' E 27.36' L3 N 71'09'25" E 27.84' \\III 1 \ ��\✓//�� /'/ IIIIIIIIIII� I 1 IIIII/ I /JIIII )11 III ) I I ► L3 I l/l 4 �i/l I / 001 \ \ I ► � I I�, � / / // , ,'. ; ,' ;' / ///, //�,// �//, � 'L STREA / �►� � �� ►IIII,, I 1 \ II I ( 1\;\,IIII I \ ®-- / /J ) / I IIII II / /l ► ///i / //� /i//� \I ( 11� 11\� 11j1111 / ®6 I / zi��/%�ii/ (SOIL TYPQ/ BELVEDERE LAND;/ //// HOLDINGS LLC TMP 62A3-1 1 VACANT : ZONINGNMD \v I I I I \ \ III I 90.78 ACRES / Ab If ALL EX. SIDEWALK, CURB & GUTTER _ \ \ _ _ / /// — -°' / ' FUTURE /// i � I I I I ON EAST SIDE OF FOWLER STREET TO / I I — — / / PHILLIPS, E L & ANN P BE REMOVED �\ = - - _ <Zo / / - '� ;. / 1 / �� `—_ — _ /I BELVEDERE/ / /, / TMPEZ-78A RESIDENTIAL \;\\\ ; \\\ ==__'_='� �'. /aw // PHASE 5B,/ / / 1 Zo�� \ --zp —' ♦\\\ \ II III (�/ / �/ / / �27B _/ � ® � \\\ ---_ \ \ \ \\ 1 \ ` \ ` \ \\ \` \� \ \` \ \ \ \ ��— — — — — — — O� \ \\ I I 1 \ , ( / / / (SOIL TYPE �- , _ _ ;PROPOSED TEMPORARY — — �u / \ C ,SECONDARY ACCESS I < � /— LOCATION IQ 27B �S / \ (SOILTYPE) < \ _a<o 'IN- > TCL .B.RIRT ROAD \ \\ \ \ \ \ G- DASHED LINE INDICATES ® MILL & OVERLAYLA.W VDOT WP-2 DETAIL / \ ----- 1 ` - = �`;�l"° / _ PROPOSED STREET & l / / \ ®� ®®� \ I I I 1 PAR NC _ l I l SIGN /" ® / / 40 - ® L NE — WA TERL lNE CONNECTION POINT / / / �\ -N® ®® ®� �� / I l (l 1 I l Y — — \ NEW y I / n � n ® \ A / / / / / _ _ _ EX. SH DIRT ROAD) ; J �t� /1' I I JI I I \ /� J I / / / / n O \ ®/ ` TO BE REMOVED �� I` ... TTT 1 I I - \ \BELVEDERE INC 1 \ / J a�R \ ALL EX. ASPHAL T TO BE / BELVEDERE LAND / / / / / / _� _ _ _ 41 + I I \ ® 1 I PHILLIPS E L & TMP 62G-07Ea+ l �R�` / \ \ REMOVED UP TO DASHED LINE HOLDINGS LLC ® / / / / / _� \ \ / n I I I \ \ \ \ I \ \ \ \ / / I ' , ' \� P_. /� �/� / / / fi ANN P VACANT / — 40 �`®' / / I ; , \ ' Fo / / / \ \ / / — TMP 62-16D / / / / / / I ® I I \ \ \ \ ! _ _ \ / / /STR ET \\ \ \ \ _ „� \ \ \ \ _ _ _ / / l TMP 62 —16A \ \ I \ \ \ ZONING: NMD lGN / OPEN SPACE / — v v — d v \ \ ® _ / '° \ \ /� / RESIDENTIAL — \ Iq I 2. 18 ACRESZONING: R4 / / ` _ _ / / w I I �i ZONING: R4 15.0 ACRES � , — EX. // // \/�.\\\ �\\ \\ \ --__ I G,STT \\\/ �� _ ® \`_�/ // // %�� \ \ \\ \\ PROPOSED /// /It 'I ( � / � c� 1 \ \ / / / �l1 r \ STORMWATER / / / l l \� \ \ _ _ —4,a_ v+_ \ I \ — /l/ i vv v \ I I I I I I I I \ \ —4s° \ \ ®\ \ \ 5 / ISTOP \ � DISCHARGE AREA I 1 \ _ _ —{ze� \I I \ / I) \\ \ \ �o� � SIGN / I _ I _ l if EX. SIDEWALK ON WEST ( \ \ .\ / _( I \ \ _ _ \ \ _ _ - / I \ - - - - _ _ - '- - - / / / , �� \ I ,�f/� I � / \ _ / / / / / I I �I / �.\ \ \\`� � _ '� — , � � — -- / � I l I l I l � \ \ SIDE OF FOWLER TO � \ � � \\ \ �C � / / / �' \ \\ \ � / / / / l l 1 I I I \ Q\ � - _ � I I l \ \ \ \ \ \ \ \ F \\\\I / / \ \ - / \ \ \ _ _- I I I mo ° I I I \ 1 I 1 \ \ \ \ \ \ \ I _ \ \ \ \ ` \ \ \ \ REMIAN CURB & GUTTER � ` \ l �f PROPOSED `Z I i / / _6106q. ' I 1 I I \ \ 1 \\ \ \ hd 1 T I\ I I / \\ \ \ _ N 5 30241 \ \ \ \ --- — ��, / / / I 1 Illl II I Io I 1 1 \ \ 1 \ \ \ \ \ 1 \ ` - \\ \ \ \ \ \ \ ✓// REMOVED UP TO THIS \ 1 �� SANITARY \ d \__— / // / '� \ —--_ — / l I ' 11 \ 1—_� �J / / / I I I/ POINT l / / %�'o \ \ : I I \ - - /� \ \ \ 2C-BONDSTONE VENTURES LLC/ / /l % I l �� \\ \� \ \ /• S SEWER I I� ,-- // //\ \ \ (SOIL TYPE7 ` \ y �` \ \ TMP 62F 1-D \ LI'CONNECTION \\\ \\` - _ j �i /\\ \ \ \ \ OPEN SPACE /PROPOSED TEMPORARY � \ \ � \ \ > ,� \ / I I ® S/ -�, / lilt // X / I ISECONDARY ACCESS ZONING: R4 7.09 ACRESLOCATION CONNECTON IIII\I\ POINT \ \ I 1 I I I I I I I I I / � I f I I I I I I �/// // // ''•� 1 ,� 1 _ \ l I 1 I ► I I I I � I 1 I ( � I 11 I \ \\ \\/// �//�/ / .� / _��'./• �� a" 1 � I I /��` � � � \ 20CS � / \ \ \ \ .•�/ \ , \1 � -� -L_ 1 / � / / � \ — \\ -- /i/ / /ice _ — \J - / _ J � � =� �\ \\ — — // / \� / \\ 1 I I IIII I I � I I � I I I \ � //�/ ,_..•/ / / 1 / � \\ \ �s/ � __ <,_ \ — � / /�� _— _\ _-- — — '^� � .__\\\ \`__--- // / / T\ U 40 0 H Q U W co �m u Q zo u cco j o> > LL. Z TO^^ V1 O Q OCW w J aOraJ CC > Q COw w r Q Z VQ . Oo Q Q? W Q r 0 Wr c� is �? Q It 0Q OJw j ccrx aW co wL0 o U W ill � rn � Cr) 0-)w w 2 z o OW a. z 0 a zL^ CC V w o� z 2 0 U z 0 0 N w F- a o N 0 0 OF Dr�� Jimmy L. Taggart Lic. No. 22841 W� 0 1p 04/17/2020 �SSIONAL Z > a Q J O ' r^' V / F-1 a Q c W � C O Z U) Q a Q J Q _j = U o �3 Lu CE w u- Z) O U N O J W (0 z z11- 0 Q LC O w E- Q U m w F- Z Q C0 w o DATE: 04-17-2020 SCALE: 1 ":80' JOB: 8438 SHEET: OF 22 CONTRACTOR RESPONSIBILITIES REGARDING ADA COMPLIANCE 1. CONTRACTORS SHALL PERFORM WITH REQUIRED CARE AND PRECISION IN CONSTRUCTION OF ADA (ACCESSIBLE) COMPONENTS AND ACCESSIBLE ROUTES WITHIN THE SITE. THESE CONSTRUCTED PRODUCTS, AS THE CONTRACTOR LEAVES THEM, MUST COMPLY WITH ALL APPLICABLE STATE AND LOCAL ACCESSIBILITY LAWS AND REGULATIONS AND THE CURRENT ADA AND/OR STATE ARCHITECTURAL ACCESS BOARD STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, INCLUDING REVISIONS OR UPDATES. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE(S) FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE OR EXIT, MUST COMPLY WITH THESE ADA OR ACCESS BOARD CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: 1.1. HANDICAP PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. 1.2. RAMPS (CONCRETE OR OTHERWISE) - SLOPE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET. 1.3. LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. 1.4. ACCESSIBLE ROUTE PATH OF TRAVEL - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (ENCROACHMENTS SUCH AS CAR OVERHANGS OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 (5.0%) FOLLOWING THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.08%) FOR CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.0%), RAMP SPECIFICATIONS (ABOVE) MUST BE ADHERED TO. MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. RAMPS MUST HAVE ADA HAND RAILS AND 'LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DIRECTION (1/4" PER FOOT OR NOMINALLY 2.08%) FOR POSITIVE DRAINAGE. 1.5. DOORWAYS ALONG ACCESSIBLE ROUTES - MUST HAVE A 'LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.08%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICCANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY CODE.) 1.6. IF PROJECT INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE 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. d d Dd \ \ 4 SQUARE LANDING AREA OUTSIDE OF 48.3 \ \� TRAVELWAY SHALL BE PROVIDED FOR X E) PERPENDICULAR CROSSWALK WITHIN THE I_ P MARKED CROSSWALK AREA 8. At�1P5 12:1 M X �rni d p d yL1.J V I I 48:1 AX �I 1N� x4/ 9 471�i D I I x47, f 47.5 �' d 9 DAMPS 12.1 ItAX Q 48:1 MAX e II 48 471 RAMPS 12.1 MAX II 41 43 TRANSITION GUTTER PAN 8 / SLOPE TO 20:1 MAX AT I CROSSING (TYP) I I II II 2016 ROAD SI BRIDGE STANDARDS CC-12 NOTE COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING; HYDRAULIC CEMENT SIDEWALK SDEPTH IN INCHES, AREA IN SQUARE YARDS) p p� CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEETS GENERAL NOTES- DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES, EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. 2. ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL MEET THE REQUIREMENTS SIDEWALK OF SECTION 504 OF THE SPECIFICATIONS FOR CG-12 DETECTABLE WARNING SURFACE. 48 MAX RAMP 12 i MAX DETECTABLE WARNING SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS 1 3. APPROVED PRODUCT LIST NUMBER 7L SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4' 4. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED T CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR- MINIMUM $ `. 10.1 MAX CONCRETE COVER 11/2 5. ROADWAY CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB TYPE A RAMP$ ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. PERPENDICULAR 6. CURB RAMPS ARE REQUIRED FOR SIDEWALKS AND SHARED USE PATHS. THE WIDTH OF THE CURB RAMP SHALL MATCH SIDEWALK WIDTH. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 6' MIN 7. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE ^' } IAAK 1 CURB RAMP LANDING FLOOR. 12.1 MAX B. CURB RAMPS WILL BE INSTALLED AND LOCATED WITHIN PEDESTRIAN CROSSWALMS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENONEER.CURS RAMPS SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. TYPE B 9. RAGS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT PARALLEL THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 10. DETECTABLE WARNING SURFACE PANELS SHALL BE INSTALLED FLUSH WITH } 11. THE BACK OF CURB. WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE 5. WIN i2+1 MAX y'y X)K A FACTORY RADIUS OR BE FIELD -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. SEE CO-12-INS PAGES 204,06 I AND 204,07 FOR METHODS OF INSTALLING DETECTABLE WARNINGS ON A RADIUS. 4- MIN AT E , 2"' HIGHER THAN EDGE OF PAVEMENT AT `,K ) , SAME AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR TRUNCATED DOME In .E"-2.4" C-C o 1 0 0 0 0 0 0 z aL+ Q Q Q Q 0 0 Q Q Q 0 Q Q 0 0 0 0 0 0 0 0 0 0 0 0 LANDING RAMP * v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 ri 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 X OF ASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0Top DIAMETER 0 DETECTABLE WARNING C AT BACK OF CURB 0.9"•1.4" _ VARIABLE FULL WIDTH OF RAMP FLOOR _I SEE NOTE 11, BASE DIAMEFER F' PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL \VDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS C G - 12 DETECTABLE WARNING SURFACE REFERENCE SHEET 1 QF 5 REVISION DATE (GENERAL NOTES) 10 502 204.p1 04/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 ,\ A PERMISSIBLE CONSTRUCTION JOINT.- L 51, r#5 DOWEL, 8" LONG $ 12" C C M 1 f MAX BI s' s• -TRANSITION GUTTER PAN SLOPE A TO 201THROUGH RAMP LENGTH TRANSITION GUTTER PAN SLOPE GUTTER PAN MAXIMUM SLOPE 20:1 TO 201 THROUGH RAMP LENGTH 8'-0" Min. 4'-0" Min, BACK OF CURB 12 1 MAX. 45:1 MAX. 20:1 2- MIN. SECTION A -A PER M155FUL E CONSTRUCTION JOINT Y ' SECTION 8-8 NOTES* 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET IOF S. 2. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (4' WIOE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 2011 AT THE RAMP OPENING- 4. DIAGONAL PLACEMENT IS NOT PERMITTED. I I I I i t I I I- I I I i I J I I L-----� I_ --- _-I I, _ I L - - - --� I---- --I I L-----I -J � I K - J 12 4' SQUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR PERPENDICULAR CROSSWALK WITHIN THE \ MARKED CROSSWALK AREA (TYP) L o 0� MAX ��.+ 17-11-7 46:33 D V 12:15a--�-- MAX �E�8 Q:) A��46 4� 48: y MAX 12: 1 MAX 465 x 112:1 MAX C) 4C.4 x 4� 6 / X ' r OF / 1 1 1 �1 •1 _1 5' MIN Ix VIN apl _ 1 w y' 12�1 MAX � y ,pL � Jr WITH BUFFER STRIP RAMP � RAMP tSEE TABLES A (SEE TABLE) TRANSITION GUTTER PAN SLOPE T. P TO 20:1 THROUGH RAMP LENGTH ---___ 'S MIN TRANSITYON GUTTER PAN SLOPE TO 201THROUG4 RAMP LENGTH GUTTER PAN MAMMUM SLOPE 20:1 120 MAX. 5' 0' MIN SHAPE TO MATCH FACE OF ROADWAY CURB WITHOUT BUFFER STRIP BACK OF CURB 48 20'1 48 , I M EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT LL SLOPE lIS 1 MAX. a'rIN. SECTION A -A L�J� as:,uAX. sLaPE DETECTABLE WARNING SURFACE PERMISSIBLE CURB CONSTRUCTION 1ti1, 5 MIN JOINT CROSSWALK SECTION B-B caId�"RS Y _ CONCRETE CURB NOTES ONE DIRECTION ONE DIRECTION EXAMPLE INSTALLATION METHODS - 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, WITHOUT BUFFER STRIP WITH BUFFER STRIP SEE PLANS FOR LAYOUT 2. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET. REGARDLESS OF THE SLOPE- �}� 3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 20-1 AT THE RAMP OPENING. T7Ir'7T V �y 4 DIAGONAL PLACEMENT IS NOT PERMITTED. II _ jI hl, �Q cc U CROS'SWA K CROSSWALK II 11 H v TYPICAL PLACEMENT TYPICAL PLACEMENT AT INTERSECTION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) -I II .I'..T'•=1..1-SI�tl�I�S 11-76rR=91 �}i�-' DESIGNTYPICAL TYPE A WITH BUFFER STRIP CG-12 CG 12 A ■5 DOWELS, 8" LONG-" PERMISSIBLE AT 12" C-C 5' MIN. CONSTRUCTION 12,1 MAX TYPE 8' PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB &" CURB 0 4 6 1 5 7 2 5 8 3 s s 4 B 12 5 10 15 s 14 15 SPECIFICATION REFERENCE A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE- CC-12 DETECTABLE WARNING SURFACE TYPE A (PERPENDICULAR) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION \VDOT ROAD AND BRIDGE STANDARDS '\VCDOT` ROAD AND BRIDGE STANDARDS 1D5 502 504 REVISION DATE 04/19 SHEET 2 OF 5 SHEET 3 OF 5 REVISION DATE 04/14 204.02 204.03 LK CROSSWALK CROSS' I TWO DIRECTIONS SMALLER RADII TWO DIRECTIONS LARGER RADII WITHOUT BUFFER STRIP WITH BUFFER STRIP A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING 15 ON FILE IN THE CENTRAL OFFICE. SPECIFICATION CG-12 DETECTABLE WARNING SURFACE REFERENCE TYPE B (PARALLEL) APPLICATION 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 �ry / JOINT COAST, 0" 4' TYP- - p TRANSITION GUTTER PAN SLOPE ,p d TO 20:1THROUGH RAMP LENGTH 4J GUTTER PAN MAXIMUM SLOPE 20:1 TANGENT PLAN 5' IN A SHAPE TO MATCH FACE OF ROADWAY CURB 2'-O" MIN. 5'-0" MIN. 4'TYP_ BACK OF CUR 12� 1 MAX_ 4 :1MA 20 1 4 .1M 2' MIN AT )IC2" HIGHER THAN ,E TyP• EDGE OF PAVEMENT ATE)K,SAME AS TOP OF CURB SECTION A -A Y� u J TYPE C' PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6"' CURB 0 2 4 1 2 5 2 3 5 3 3 6 4 4 8 5 5 10 6 7 14 7 13 15 8 15 15 THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE, CG-12 AT T , 2" HIGHER THAN EDGE OF PAVEMENT AT X X , SAME AS TOP OF CURB V� CROSSWALK EXAMPLE PLACEMENT AT INTERSECTION WITH BUFFER STRIP NOTES: I. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF S. 2, THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE BUFFER STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE DIMENSIONS AND SLOPES ARE AS NOTED. 3. THIS COMBINED (PARALLEL E, PERPENDICULARS DESIGN CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 5' X 5' MIN. DIMENSIONS THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE, 4, GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 20:1AT THE RAMP OPENING. 5. DIAGONAL PLACEMENT IS NOT PERMITTED. -1CATION A. COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING 15 ON FILE IN THE CENTRAL OFFICE. :RENCE CG,-12 DETECTABLE WARNING SURFACE 105 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 502 VIRGINIA DEPARTMENT OF TRANSPORTATION -\VE)OT ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 4 OF 5 04/19 204.04 Ua 0 y Q U N m 111 d z 0 z0 �°LL- @j J 0 ~c >O z r� Q Lu � W J J_ �/1 2 a z ; Q Cy W W I p�r '8 V O CV Q Q2 Q� W co a Q = csj cc Oac UN 0 y� p W� O� �? _ jCC cc OJ I� (� a W W Ln y o 6 U OI W 2 T u M �w W 2 z O O111 W 11 Z O a zN U LiJ O� z 2 2 O U r 0 0 fV LiJ N 0 0 OF o�N'VTH U �-7 y Jimmy L. Taggart Lic. No. 22841 'w� A�o� 04/17/2020 �SSIONAL Q Z 0 Q IJ-I L / w W 2 LU z m J Q J I� H < Z -W N � W � Q z X V ILL X c) Q w MW W � (n cQ G DATE: 04-17-2020 SCALE: 1 "=30' JOB: 8438 SHEET: OF 22 8 FOWLER STREET HORIZONTAL CURVE 58 PUBLIC ROW _ = 3618 27 \ �� ` o 4062- 33' FC TO FC T = 65.58 464_= / 6 PLANTING STRIP R - \ \\ _-_----_-�_;;412 414 - __-/_ - /-5 SIDEWALK L = 126.74 C = 124.63 _ - \\\\\\ ;----62lr-vca42 -24_- s/LLC_44216DCD = S38° 56' 35"E _o ,__- 15o4 *3Cs_a 4-3 2 - - - i eaa -` ------ - �o -436- "PACE C 3 T MPORARY GRAVE ACCESS ROAD `\ \ _- � _ �`m�� - - - l� _ - - _ - - _ _ - �5 6" 43B N00 O / 0 '^ _ _ - _ - _ 444' w w _ N N _ eoow - 000 - 3:41� In O �k00 �. \ `w w_1 o \ Xi G ` �� 2 / /� FO i \ �' \ \ TSIt'"11NMp / \Res /\\Lv \ \ \ \ 0ERE ING N W\B - 7 IDENT14 c NTJ Mo 50 0 50 100 150 ME SCALE: 1 "=50' 7q 4G 460 455 450 445 435 z0 425 420 r\■ A . I \ HE --... N FOWLER STREET EXT PROFILE N DESIGN SPEED: 25 MPH HORIZ. SCALE: 1 "=50" VERTICAL SCALE: 1 "=10" - \1PI-Sfi = -44-5" VRI S - _ 00- , ' - O - - in o I LLJ ED ¢ - C- - I5I-NO GRAD `�' Of - --_ I __ ____ - ---- 4 A F Z- Qf ING S 52_ DIP_w -E _ U co w.- d- I- F w a O ll. - + O QLK J -CD p � • - - w - - M oo cn d ¢ w z O - U Q (!) = co N w II - II -cn GO I w H J - U Ed a Q a - c� cn N w a0 M O N Lr) d O O M Lo I- O LC) d O O N Lr) mot' ti O U) d O O U) d CO M 00 �t d' O O O L0 1:T 00 00 CO d" 1l' O O O "T ';T d- N 00 It It 00 M 00 lt l N CD N Lf) d O Lo 00 191- 'T O O 4 L0 <h O O O � 191- O O 4 L0 d O L0 O) Nt d' cM O c'M Lo Lf) 00 O It It (.0 00 r U) d a) N 0 1;T ';T cD 00 O Lr) d r- L0 00 It lzr 00 00 O It IT co 00 ti It 'ZI, C0 O O It d' It ti 19T 'zT M (.0 O) It d M It 6 It d CD 00 I` 1:T N ti Lf) ,:I- I 0.0 r- 6 It d O O L6 "T ICT O) 6 It d' 9+7510+00 11 +00 MANDATORY INSPECTIONS AT THE FOLLOWING 12+00 PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: N'J IALLA I_UN )F A& ENCLOSED DkAiNAGE SYSTEM BEFORE IT IS L.uVLTED. 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. 13+00 14+00 R/W 4" 3000 PSI 3 1 CONCRETE 114": 1' -� 3 1 4" VDOT 21A STONE BASE 6" VDOT 21A' STONE BASE 1' 5' 6' 2' CONCRETE PLANTING SIDEWALK STRIP 0.5' 15+00 r BASE 3" BM-25 16+00 f:�:*11101`Il:II1=1 19, TRAVEL LANE INCLUDING PARKING 1.5" SM-9.5 1/4": 1' -� B" SUBBASE (21A) 10, TRAVEL LANE 24.5' 17+00 18+00 VDOT ST'D 4" 3000 PSI CG-6 CONCRETE 4" VDOT 21A STONE BASE 6" VDOT 21A STONE BASE 2' 6' 5' PLANTING CONCRETE 0.5' STRIP SIDEWALK 1' 0 `v� � 19ME0 gPOFOPNPs� 5 NOTES: 470 1. MAINTAIN A MINIMUM OF 3.5' OF COVER OVER WATERLINE. 2. ALL FILL AREAS ARE TO BE PLACED AT 95% COMPACTION. 465 3. MAINTAIN 1' MINIMUM VERTICAL SEPARATION BETWEEN STORM AND WATERLINE. 460 4. MAINTAIN 1.5' MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE. 455 5. STANDARD CD-1 AND CD-2 UNDERDRAINS ARE TO BE PROVIDED AS SHOWN HEREON OR AS FIELD CONDITIONS 450 DICTATE. 6. INTERSECTION SIGHT DISTANCE LINES ARE SHOWN USING 445 A 3.5' HEIGHT OF EYE AND A 3.5' HEIGHT OF OBJECT. 440 435 430 425 420 3 -.1 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 1 9.44 63% 37% 0.99 23 217 137 80 SFA 1 230 1 25 mph 38 5.81 67% 33% 1 0.52 20 221 148 73 PROPOSED TOTAL 43 438 285 158 4" 3000 PSI CONCRETE STONEVBASE~ TYPICAL SIDEWALK SECTION N.T.S. A Ua 0 h 0 U W�. m j� W N N C) 2 Q D z0 U Z m �D-� O � � o LL QCClLl Q" L z i _J Q ww Z vQ o0 Q W _j Z W N � p� Urn O y� 2 t Q � Q 0 LL_ W Q.tu a 4! to JW � O Q �w 0 0 W l� �rn � co w Z W z o O a_ z 0 F- 0- C/1 z� U w o� z Lu 0 U F- z 0 O W Q N ON o 0 z _ OF t,f�� r i Jimmy L. Taggart C. N0. 22841 k� �0 04/17/2020 G SSIONAL Q z U > E-I W Q w W ^ LJ _I 0,E- W 0 Z C4 m w JQ O a_ =() W L O LLI a- I L: w a - Co cr � ° FBI O J w a Q Q n 0 Z w Q :E LL J � Q I- Q a w � co O c� P� Q _O DATE: 04-17-2020 SCALE: 1 ":50' JOB: 8438 SHEET: 9 OF 22 TMP 62 -160 �a 30 OPEN SPACE i ZONING: R4 ii'�" ob__ /// / / -_-_ 15.0 ACRES-446 39 � __1 US I _ _ r-=,r--,r--,r I_ I�,I� II o I I II II I / °Ao - -iI I I / -- /- / / pRYGRPVE�FIRE a �3 =2 o _ \\^ _• • s L-J--1 JL- iL _j 076 I I _ A, - a ---- -- 1� 6- t-OO-W W •�A �� v' W 10 W \ 7t --I- W FOWLER STRE� (58' -}- ROW) s2o 4r 1.er'E _ _ QO I L=11246, R=260.00 32.1304 TOTLOT a) CONNECT PROP. 8" / WATERLINE TO EX. 8 WATERLINE @ STA. 11 +53 / \ c v BM ELEV.= 455.10 ,Right Front Bonnet - � / ' ' i - _ � /� / _ - _ rj �`' ,> • , �� / �/ I / k B(i on Hydrant ( �, ti \ / �3Os Y " - - - 6 -450- �\ O / i/o/✓/\R �/ �L \\ \\�\N, O`� HORIZONTAL CURVE 13814 49 /��-(\P� � / I \ \\ \ �\\ \eF � S,oEa / \ col \ \ \ _ _ I / I I T = 524.39 R 200.00 \ \\ \ \ o�Nac�Es J �� \ \ _ _ _� "/ �I L = 482.57 4 I /oP� / / / \\ \ = 373.74 4 / - \ /o/ / / \ \ - CD - S36 13 PI STA = 16+15.16 > '� sace OS 7 7_ �� -- \ \\ I �P1NNRPSI ' \? \ I \ / /' ;'�a �� \ _ _ _ / N 23° 130" W 1069.24' \ \ \ /\ �•/ \ // / //� I \ 1 �hd // \� \\ \o� \ \ ✓ \ \�``� \ I gym' - - 43z' - - - / / / / / NOTES: 1. MAINTAIN A MINIMUM OF 3.6 OF COVER OVER WATERLINE. 2. ALL FILL AREAS ARE TO BE PLACED AT 85% COMPACTION. 3. MAINTAIN V MINIMUM VERTICAL SEPARATION BETWEEN STORM AND WATERLINE. 4. MAINTAIN 1.5' MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE. 5. STANDARD CD-1 AND CD-2 UNDERDRAINS ARE TO BE PROVIDED AS SHOWN HEREON OR AS FIELD CONDITIONS DICTATE. 6. INTERSECTION SIGHT DISTANCE LINES ARE SHOWN USING A 3.5' HEIGHT OF EYE AND A 3.5' HEIGHT OF OBJECT. 49' PUBLIC R-O-W RI W / POINT OF � 4" 3000 PSI FINISHED VDOT ST'D GRADE S.1 CONCRETE CG-6 1.5" SM-9.5 114": 1' -� F 1/4": 1' 114 1' -� 1 . 4" VDOT 21A STONE BASE 6" VDOT 21A BASE 8 SUBBASE (21A) STONE BASE 3" BM-25 1' 5' 6' 210' 10' CONCRETE PLANTING " TRAVEL LANE TRAVEL LANE SIDEWALK STRIP 0.5' PLUS PARKING 24.5' 24.5' TYPICAL SECTION (25 MPHdu JII Ali' i�dE.l'' N. T. 470 465 460 455 450 445 440 435 430 425 42'0 PLAN VIEW FOWLER CIRCLE PROFILE DESIGN SPEED: 25 MPH HORIZ. SCALE: 1 "=50" VERTICAL SCALE: 1 "=10" VPI STA 50M40 VPI EL • • :. : I • Wn ' • ::: I fill HE- ggnd-, ______ ■-1�m . . . . . . . . . . . . . . 9+7510+00 4" 3000 PSI VDOT ST'D CONCRETE CG-6 E- 1/4": 1' ` 4" VDOT 21A STONE BASE 6" VDOT 21A STONE BASE 2' 6' 5' PLANTING CONCRETE 0.5' STRIP SIDEWALK 11 +00 1' 3 1 12+00 13+00 w Li.l CV C14 14+00 15+00 16+00 50 0 50 100 150 SCALE: 1 "=50' Design ADT Average Daily Traffic, or VP'D: 438 47( Present Year: 2019 Design Year: 2020 Growth Rate (%): 0 465 Design ADT at Design Year: 438 Percent Trucks: 0 Design Traffic Volume: 438 45 Design Pavement Index: 11.9 � 44 Surface 44; Asphalt Concrete (S142AB, orC) (Superpave S149-5A) Prime & Double Seal or Blotted Seal Surface Intermediate Asphalt Concrete (I10-1Aor 1 B) (Su p erpave 11419.OA) 430 Ease 1 .Asphalt Concrete (BP�'12 or BM-3)(Superpave IB1425.0) Full Depth .Asphalt Concrete (BM-2 or B143) over Surface - IJntreated Aggregate (21Aor 21B) Cement Treated .Aggregate =?0 Cement Treated Select Laterial- Type II, min. CBR=20 Select Material Type I & II, non -plastic, rein CBR = 30 Select Material Type II, non -plastic,. min CBR = 20 Soil Cement Cement Treated Select Material. Tvpe II Cement Treated Select Borrmy Ease 2 Untreated Aggregate (21Aor 21B) Cement Treated Aggregate Select Material Type I, non -plastic. min CBR = 30 Select Material Type I & II, non -plastic. min CBR = 20 SDII Cement Soil Lime Cement Treated Select Material, Tvpe II C em e nt T reated Select'BorraN Soil Support 1%1eaSured CET Results: Measured CBR Average: 4 Design CBR- 4 Res I I I en c'y' i- actor Soil Support VaIUe 4 Total Proposed Thickness Index: 12 3 OK Material Equivalency Mist- Max. Thickness, (h) Value. (a) Inches Inches (:ax) 1.67 1.5 '' 2 5 1-5 - 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 5 P 4 0-0 0 0.84 6 4 0-0 0 0-60 6 4 0-0 0 1.00 6 F 4 0-0 0 1.17 6 pr 4 0.0 .0 1.00 5 . 4 0-0 0-60 4 8 4-8 0 1-33 4 8 0.0 €t 0.50 4 8 0-0 01 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 1.00 6 8 0-0 Total Proposed Thickness Index: 12-3 /I a 0 t/1 W co Nm EN Z z0 U g C)� o O oa LL z e" Ld rr�� J V1 �W J J LULU O� Q V¢ OO Q Q? QLo f-T-1 Vj 2 = U N L4 � V Q LL.C: Q j o � o LL v: LL. W w Lo Y+ c� o Q U V) z o O rrz am. W �rn 2 dco co w Z � O O W z O a zN w o� Ln F_ z w O U H z O U C. W o N i 0 z OF Dj�c O )-7 9 Jimmy L. Taggart Lic. No. 22841 4v 0 04/17/2020 41) sSIONAL E� Q z C� Qw L0 w 0 w O z C,J °0 Q T Q Q J LL � = W � W W � Q � 1.4 w w 0- ::) U) � CV o a J w (0 Q Z CO O 0 mw W w CO C� Q O DATE: 04-17-2020 SCALE: 1 ":50' JOB: 8438 SHEET: 10 OF 22 FIRE ROAD FOR ADAMS (1) PROFILE DESIGN SPEED: 25 MPH HORIZ. SCALE: 1 "=50" VERTICAL SCALE: 1 "=10" 510 505 500 495 490 - - - - - 510 505 500 495 490 VW -STAB 12+38. VPI-STA = 18+41. VPI::0L = 443.04 - EL = 460.11 - - 01 = 0.07' = 48�•II - 7W23 - 1.02 - 37.46 1359. W4-.73' . 89 _ VSD - — 485 485 480 480 i 4-1 475 475 { 470 _-5 ir Z97 71. 03 Z97 470 —'KA7 OA° p 465 - —LN O 465 00 il 11 J a 460 fn fL x w 460 455 455 - % — 1 — — — — 450 IF \. -40 � p0 a-u . 445 U 445 _u. `n J 440 440 pl- 435 U U 435 LO cq 41 430 0, 430 r N Do °O 425 a 425 Vq U U 420 J an 420 cn Lu rn co q- M =O e 415 415 r 410 410 J J 405 - - — - - 405 - — — - 400 O M O O O LO Lf) Lf) O LO I` Lf) O Lf) M 1O 00 L( c' LC) C,_ Lf) O CV ui L0 N Lf) 00 O Ln C0 0i � 'Cr N N Ln I— u� (0 N' Lf) C N M N M Lf) d' O LO O u7 O O It O (6 � O N 1- M � N O f` M O 6 d � C0 N I� O O O � M O � M M N � � 00 Ln 06 N O O u) (0 O u� Ln M u) (0 � ti Cc O O 06 c0 Q..� 4 Imo• NT 0) cM ti O Lf: 00 C0 00 u) ti c0 co 00 1- N I-� 00 00 O ui ti M 4 06 00 00 G0 00 N O LO O 00 00 00 00 O I` 400 9+7510+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 S 5 ' 1 1 2• 21+00 22+00 23+00 50 0 50 100 150 SCALE: 1 "=50' 1 POINT OF FINISHED GRADE — 1/4": 1' 1/4": 1' — B" VDO�21A 2• 5 - STONE BASE 1 5' 10' 10' 5' SHOULDER( TRAVEL LANE TRAVEL LANE (SHOULDER TYPICAL SECTION GRAVEL FIRE ROAD N.T.S. NOTE: THIS EMERGENCY ACCESS ROAD PROPOSES TO CONSTRUCT A 20' WIDE GRAVEL EMERGENCY ACCESS THAT WILL CONNECT FROM BELVEDERE PHASE 5A TO THE FUTURE EXTENSION OF FARROW DRIVE WITH BELVEDERE PHASE 3 SITE PLAN (SDP 2019-00079) Ua 0 � O cm co l N < Z z o F—i U g �� o O LL Q� wz J � ov JJ 2 Q� CL z w CO r w y VQ OJo v 2 OC � W a U rn �� N O0c 0 -t T F� UA Q 't v CcXX ) U.2 j °rc � o a W c� w Ln O U C z� W Or- Lu �T d It M 0-)w w Z z O O z 0 a zN Lu ocm) A4 z Lu 0 U z 0 U 0 W Q N N � O o z o��,D Jimmy�� 04SS Q _Z C� > Q Q w O L1 J 0-1 W C) < w z <<1 w Q -j LL W 0 W cr a w a- 5 U) fr N 0 W E— J w F= I Q Q w Z — Lv 2co w Q W E Q m w � � o c� Q 0 DATE: 04-17-2020 SCALE: 1 "=50' JOB: 8438 SHEET: OF 22 r 460 455 450 445 440 94 460 455 450 445 440 9 -+ 280' SIGHT-DtSMCE LEFT' 3.5' HT 0 F(t-j JBC-1 EYE — — —J.j 1111FflB�EE --- —� GG — GRADE 75 10+00 11 +0�0 12+01, 1 13+00 14+00 15+00 15 SIGHT DISTANCE PROFILE VIEW — SD1 460 455 450 445 440 75 3.5�3ZO�E1�� DISTANCE RIGHT COHT-DISTANC 5-'--#fi-O -OBJEC °-4-FT-OF 0MC- - - - - - - - - - -- -- - - - - - — — 75 10+00 11+00 12+00 13+00 14+00 15+00 15 / / / / / / 11 � 0151ANCE yE, / / / �i �' H •% DfRE INS ocK 7 / ✓ 1p,�/`,,I F �/ / /iM 6�AnON O0' PARES GDpN NG NMo / \ PROP1E RN LLO SOOTHER 01-20 / / \ ` : • 1MP6pEN11A MD RESI ING: N 5 EL 00N6 ACRE \\ RE ING 1MP6s1V0 '2D NIIAL N D VZONS p'GRES Qh`L 0, 8\Vat ING \\'\. NEW B�LvpA VACANT E�ERENIIAL P62 SIDD r" A- 017 ACRE / ERn, \ \� SpP6E2GN 1SIDENIIAL \ \\ \ 1M CAN'NIN R NMD VAONIN G. RES i A • k , ��. Z , -1 AC SIGHT DISTANCE PROFILE VIEW — SD2 OPENSPACEA PROP� .- _ 'y SAN SEWER ES, / 77 h ./ ko CO \ OPEN SPACE g nc OPEN SPACE C OS H f— i $10-DISTANCE RIGS zg0 NOTES: 460 455 450 445 440 75 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 6' FROM THE GROUND. 3. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. A Ua 0 y O U 0) m ryryryo L CV C) 2 Q Z:) z0 U � �� crO O QL ao LL •- Q Lu z RW JJ CLZ 0Q cr -. w w �y 0 Q O o -Z cr� Q W cr) pZ Urn Oi CV C4 C) "t T F� 4j Q CO V 4. °a ) CC O QJ LL J CC 1w� co aW �jLO c� o U � Q z � W O� c- 2 co �Lu w Z z W O O W z O a w u, zN O0 w CIO w O U H Z O U W O N O N Q c-I O p��P�D O/��Jimmy�� 04sS Q Z (D W ' ^< L J LI C w w Z (n m T J Q 0 LL = CC) P-4 w Q W Z vJ cr O J LLI E- Q Q Q Q Z w 2 `� LL > x o C7 J Q W cl� W H- U) Q 0 DATE: 04-17-2020 SCALE: 1 "=30' JOB: 8438 SHEET: OF 22 13 a 465 460 455 450 445 440 435 430 425 420 415 410 94 460 455 450 445 440 435 430 425 420 415 9 _f STORM 12 -> 3 PROFILE HORIZ. SCALE- 1"=30' VERTICAL SCALE: 1 "=1 0' 03 10, 12 460 460 A Zi Lots] KIM 111111110M *kill 11 0 0 1 -ng . 1111�2 0 0 Ill-M WV M 75 10+00 11+00 455 455 450 450 445 445 - 12" HDPE @ 4.78% 440 440 435 435 430 430 425 425 420 420 415 415 410 9-1 STORM 13 -> 6 PROFILE HORIZ. SCALE: 1"=30' VERTICAL SCALU= 10' (D A = 460 455 450 445 440 2" HDPE @ 0.53% 435 4,30 425 420 415 410 STORM SEWER 1 -> 10 PROFILE HORIZ. SCALE: 1"=30' VERTICAL SCALE: 1 "=1 0' 05 (D STORM SEWER 14 -> 5 PROFILE HORIZ. SCALE- 1"=30' VERTICAL SCALE: 1 "=1 0' O rl 4� ZI 1- '-, 460 55 450 PROPO! 445 440 435 4,30 425 420 415 9 _f IN M 465 460 455 450 445 440 12" HDPE @ 3.00% 435 430 425 420 415 STROM SEWER 15 -> 4 PROFILE HORIZ. SCALE: 1"=30' VERTICAL SCALE: 1"=10' rT� 15 455 450 445 EXISTIN 440 435 430 425 420 415 9 _i ■ LA 3 J ME k. 09 no 455 450 'ROPOSED 'RADE 445 440 12" HDPE @ 1.00% 435 430 425 420 415 Ln 00 L"I T co cn C114 i i n- LU Q PO rn -to a_ I a- a- a- a- 621 C) �2 r 1 Z 7777 7 Nw P 7 EX1STiNWf1-OFF 'DE -4E-57-' 12" HDRE 0' 12" HDPE 1-62% 156.46' ------- CD 24" HDRIF 0 0 133% V. If HOPE 0 VVf0 -64 ---------------------------- -- 47-HDK-@ �41,%-- 92.06' IF 32-91'-19" HDPE 0 0 -------------- ---------- - -- -------- --- LLJ LL I ' -�.24' LLI _K! 24' HDPE @ 0.60% --OUTLET rRRIDTE&T-10+� '00' CD -all (D 00 y U"F- Lr CK t 0 LLZ 0 T� 0 Le 00 0 00 U') A 0 0 C14 0 -r2-Lf- 1`0 CC) r1_ 0) 0) IItf) N 0 0 r- uj u) 001- N Lc) 10 00 r7+-AC' + + II I 04 0 II =0� u u it 0_ Z Z r�' lZ 110 > > > > > > < > - < �; 1;�; Z Z > U) 1.�_ �_ � I U) U) --- L/jj= U) f= If= " - - - 75 10+00 11 +0j12+00 13+00 14+00 15+00 16+00 465 460 455 D GRADE 1 0.60 0 440 435 430 425 420 415 410 NOTES: 1. MAINTAIN A MINIMUM OF 3.5'OF COVER OVER WATERLINE. 2. ALL FILL AREAS ARE TO BE PLACED AT 95% COMPACTION. 3. MAINTAIN VMINIMUM VERTICAL SEPARATION BETWEEN STORM AND WATERLINE. 4. MAINTAIN 11.' 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 N OR GREATER DROP. 7. INLET SHAPING IS REQUIRED AT ALL INTERSECTING MANHOLES: STRUCTURES 3,4,5, 6, 32,33. 8. VDOT STANDARD ST-11, SAFETY STEPS, ARE REQUIRED IN ALL STRUCTURES HAVING A DEPTH GREATER THAN 4. 9. VDOT STANDARD SL-11, SAFETY SLABS, ARE REQUIRED IN ALL STRUCTURES HAVING A DEPTH OF 12' OR GREATER. GUTTER SPREAD NOTE: FOWLER CIRCLE - TRAVEL LANE: 12 FEET - ALLOWABLE GUTTER SPREAD = 12 / 2 = 6 FEET - INLETS ALONG FOLWER CIRCLE GUTTER SPREAD < 6.0 FEET STRUCTURES: 2, 3, 4, 5, 6, 7, 13,14, 15 FOWLER STREET (EAST SIDE) - TRAVEL LANE: 21 FEET - ALLOWABLE GUTTER SPREAD = 21 / 2 = 10.5 FEET - INLETS ALONG FOLWER STREET GUTTER SPREAD < 10.5 FEET STRUCTURES: 10, 12 FOWLER STREET (WEST SIDE) - TRAVEL LANE: 12 FEET - ALLOWABLE GUTTER SPREAD = 12 / 2 = 6.0 FEET - INLETS ALONG FOLWER STREET GUTTER SPREAD < 6.0 FEET STRUCTURES: 9,11 VDOT2-YR LD-204 STORMWATER INLET COMPUTATIONS VDOT 10-YR LD-229 STORM DRAIN DESIGN COMPUTATIONS VDOT 1 0-YR LD-347 HYDRAULIC GRADE LINE COMPUTATIONS Line No- Inlet ID STR # D-ring Aria (ac) Inlet Tima (min) I Inlet (inthr) Runoff Coeff (c� Incr 0 (cfs) 0 Carry (cfs) Q Capt (cfs) Q Byp 1 (05) Inlet Eft CLJrb Lon (ft) JILAnct Type Gutter Slope (ftjft} Gutter Width (ft Cross S.I. Sw (tuft) Cross SI, Sx (fuft) Gutter Depth (ft� Gutter Spread (ft) 1 016 5 0- 4.00 0.74 047 000 0.33 0 14 2 50 Curb 0,016 2.00 0-080 0 020 0 16 1 94 2 -20 13 5 D 4.00 062 0 32 008 0,30 0 11 74 2 50 Curb 0 016 2.00 0.080 0020 0 015 1 83 3 4 0 14 5 D 4.00 0,65 G 36 0 11 044 0 03 94 4.00 Curb G 016 2.00 0.080 0.020 0 15 1 94 4 5 0.50 5 D 4.00 0 55 ' 10 018 128 000 10.0 !000 Curb Sag 2.00 0080 0020 024 594 5 0-26 5 D 4.00 0 70 G 73 004 061 0 15 80 4.00 Curb 0021 2.00 0 080 0020 0,18 2.82 6 7 0 10 5 D 4.00 0.7 7 0 31 000 027 004 87 250 Curb 0.010 2.00 0080, 0,020 0 14 1 60 7 u a 00 0 D 0.00 0 N coo --- ... ... ... MH 8 9 O21 5 D 400 0.79 066 000 0,66 0 00 100 6 GO Curb Sag 2.0 0 080 M20 0 22 4 83 9 1 IZI 048 5 D 4.00 0,E7 1 29 0.00 1 29 0 OD 100 6.00 Curb Sag 2.00 0080 0.020 027 7 50 10 1.1 0 15 5 D 4-00 0 7. C'43 000 0 34 0 08 80 2 50 Curb 0 010 2.00 0 080 0020 0 16 2 15 11 1. , 039 5 D 4.00 0.78 1 22 0 00 065 0 56 54 2.50 Curb a 010 2.00 0 080 0020 0 23 5 54 12 121 035 50 4.00 0 74 1 04 000 0.9�) 0.08 93 6,00 Curb 0021 200 0080 0.020 0 20 3 76 14 024 50 4M 0 78 G 75 008 0 K 100 6 00 Curb Sag 2.00 0 08G 0.020 023 55 14 1 S 17 5 D 400, 0.79 0 54 0 14 0 68 0.00 100 1:" a 0 Curb 0.016 200 0 080 0.020 0 18 2Z5 Line No. Inlet ID STR DIIStIll Dring Ln ND Area (ac) Inlet Time (min) Tc. t Sys (min) (inlh0 Flow Rate (cfs) Invert Ian (ft) Invert Line UP Length (M (ft) Line Slope Line Size (in) Capac Vel Full Dn (cfs) fus} pi pc Travel (min) 1 .2 Outfall a 16 5.0 7 2 &G4 13.92 432.OD 433 21 109.496 1 11 24 25 76 5.17 0.42 2 3 1 0 1 _1jj 5.0 1 6.07 13.27 433.31 433.47 27.244 059 ?4 18.78 6.47 0 11 3 4. 2 0 14 5.0 4-3 :" 6.20 10.50 433.57 43415 92.0153 063 24 19.45 5.29 047 4 5 3 0.50 5.0 64 6.26 919 434.65 435.07 63374 0.66 18 9.26 5.97 021 .5 6 4 0 26 1: �-" - G 1 6:35 6.38 435.17 435.59 64 125 065 18 921 361 0-30 6 7 .5 0 10 5.O 5.5 652 368 436.09 438.62 156A63 1 62 12 4.91 4.69 0.56 7 8 6 0. 00 1r: 5.4 6.56 3 20 435.72 43901 29.041 1 0.0 12 3.&S 5.30 0.12 8 9 7 0 2' L= U 5,2 6.62 3,23 43911 43.9.68 48 567 1 17 12 4.18 5.82 0;20 9 10 8 0-48 5.0 5.0 670 2.15 439,78 440.00 36 197 061 12 3.01 386 0.22 10 11 2 0.15 5.0 5,2 6.6,2 2.72 433.57 43714 72.816 4.90 12 8.54 346 0.35 12 10 039 5.0 50 670 204 437.24 439.00 36.742 4.791 12 8.44 409 0 24 13 5 0 35 5.0 6.70 7 73 4,1509 4,1 23 27 171 0-52 12 2 77 221 021 14 4 0.24 50 5-0 670 125 435.67 436.49 27.283 301 12 6.69 1 60 0.28 15 1 3 (11 1 - 1 i IC I '. ., 5.0 I 670 I 0.90 I 434,65 I 434.94 I 29.317 I 099 I 12 I 3,84 1 1 64 0.43 Station Lori Drrig Area Rnoff coeff Area x C Tc Rain (1) Total flow Cap full 1/01 Pipe Invert Elev HGL Elev Grind I Rim Elev PIPE NAME Line Incr Total i7iotl Inlet Syst Size Slope Din Up Dn Up Din Up (ft) (ac) (ac) IC) [mini (min) (inihr) (cfs) (cfsi (ft1s) (in) (0/6) (ft) (ft) (ft) (ft) (ft) (ft) 1 End 1 D9.496 0.16 328 J 74 0 12 2.30 5.0 7 2 6.0 13.92 25-76 569 24 1 11 432,00 43321 433.60 434-55 432.00 445.52 2-out 2 1 27.244 0.13 3 12 0 62 0 08 2 18 5.0 7 1 6.1 13.27 18.78 6.28 24 0 59 43331 433.47 434.55 434.78 445.52 44556 3-2 3 2 92.063 0.14 2.45 0 65 0 09 1.69 5.0 6.6 6.2 10.50 19.45 542 24 063 433.57 434.15 434.78 43531 445.56 443.95 4-3 4 3 63.374 0.50 2 14 055 0 28 147 5.0 6.4 6.3 9 19 926 5.97 18 066 434.65 435.07 435.87 436.29 443.96 443.46 5-4 5 4 64 125 0.26 1 40 12 70 0 18 1.01 5.0 6.1 53 6.38 9 21 361 18 0.65 435,17 435.59 43712 437.32 441.46 443.97 6-5 6 5 156,463 0.10 0 79 0 77 0 08 056 &0 5.5 6.5 368 4 91 502 12 1 62 436,09 438.62 437 62 439.44 443.97 44751 7-6 7 V; 29.041 0.00 0.69 0.00 0 00 049 0.0 54 6.6 3.20 386 5 13 12 1 GO 438,72 439.01 439.44 439.78 44751 44763 8-7 8 7 48 567 0 21 069 G 79 0.17 049 5.0 5.2 6.6 323 418 540 12 1.17 43911 439.68 43978 44045 447.63 448.49 9-8 �4 - 8 36.197 0.48 0,48 0 67 0 32 032 5.0 5.0 6.7 2.15 3 01 4.011 12 061 439,78 440.00 440.45 440.63 448.49 448.31 10-9 "0 2 72,316 0.15 0.54 071 0 11 041 5.0 5.2 6.6 2.72 8 54 4.02 12 490 433.57 437.14 434.75 437.85 445.5.6 447.82 11-3 11 10 35.742 0.39 039 0 7B 0 30 030 5-0 5.0 6.7 204 844 408 12 479 437.24 439.00 437,85 439.61 447.82 447.53 12-11 12 5 27 171 0.35 0 35 074 0 26 026 50 5.0 6.7 1 73 2 77 2 21 12 0 52 43609 436.23 437 6L� 437.67 44397 443.97 13-6 13 4 27,283 0.24 024 0 78 0 19 0 19 50 50 6.7 1 25 669 204 12 301 435.67 436.49 437 12 43710 443.46 44346 14-5 1 14 1 3 129.3171 0.17 10 17 1 0,79 1013 10 13 5.0 150 6.7 10 90 384 1 2.37 1 12 1 0 99 1434.65 434.94 43531 435,34 443.96 1443 BI 115-4 U 0 c\1 U) 0 ED D M r c\l d< C\11 U < 2 20 0: co 3 U 4) 0 0) LL V% IliZ tu _j CL Zt u) CC � W W C) CO r , O Q 'K 0 (D c\l _j -A CE c\j LO �K < CO z (a (6 0rc M c\l < LU 0 X LL cr < 0 0 cc cc _j tu -Wj to C) IK c\I co 0 r c LU_ 0 rn Uj co W Z Z 0 LU c) % 0 F- C4 ZLU LU 2 0 U ?77 Z M 0 CD LU o r1j ON ,ATH OF Jimmy L. Taggart Lic. No. 0 ,P��04 17 20206% ONAL Z (D 0� > - Z W < 0 _j LO Q� < 1._� E- I 2 W W T_ < _j0 a0 >_ LLI tr F- < Z W 0 C/) cr c\I pr' _j W (0 < W 2 LL > X Pq _j _j < W ry, W cl) 0 E- 0 DATE: 04-17-2020 SCALE: AS SHOWN JOB: 8438 SHEET: 15 OF 22 Ua � O U ran _ v L j coV, � N � W Q� z o rM--I Z LL z LLI � Rll! J J rv1 �Cq W W O O C)Q OJo Q ? Q Q Lf 0� U rn 0` N � O rl� y(� Q d�- v XQ , U. � 0 � � a W w to Qy Uo �w � z o� W � d- C'7 W... W 2 z � O O t1 �/ Fil o I I I I I rZ V1 z� U W 04 z 0 U �I Z 0 U 0 W Q N O N O r, o z OF Dr�� o�TH � � N U ,7 Jimmy L. Taggart Lic. No. A 22841 ki4 � 04/17/2020�t�'�' sSIONAL F'� Q Z_ C� W W E-� J 0 � � vJ T Q � J W � � = U � �= W °a- � w J w i- a Q Q Q � G� Z w � c~n 5= LL. > X o W w � w U) Z O Q � � O DATE: 04-17-2020 SCALE: AS SHOWN JOB: 8438 SHEET: OF 22 16 SANITARY SEWER LATERAL SCHEDULE , EELEVEDERE SANITARY LATERAL SDI�EDLULE d2':. :;�� SANITARY SEWER A-G 470 BLVD PH 7-3 A B C nD OE F 470 465 465 460 460 455 455 450 450 445 445 440 440 26 ® 1.93% rz 435 435 430 430 425 425 420 420 415 C) % $ci 415 410 410 405 405 400 400 g + HORZ SCALE 1:30 VERT SCALE 1:10 SANITARY SEWER B-L B G H OK 475 470 470LA Lu 465 465 460 460 455 455 450 450 445 445 440 440 435 435 430 430 425 425 420 420 415 415 410 410 9+ LLJ NOTES: 1. MAINTAIN A MINIMUM OF 3' OF COVER OVER SANITARY PIPE. 2. THE CONTRACTOR IS TO VERIFY 95% COMPACTION IN ALL FILL AREAS. 3. MAINTAIN 1.5' MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE. 4. MAINTAIN V MINIMUM VERTICAL SEPARATION BETWEEN STORM AND SANITARY SEWER. A to E Invert In. Percent of Pipe Length From Str Lateral Length Lateral Invert Basement Floor DifP. Eetvveen BF GO 00 cy- cm EtaC Invertln PereentefPil:e Length From Str Lateral Length Lateral Invert Basement Floor DifP. Eetvveen BF and ci Invert 715 Of Easement Flaar DifF. Between BF rej t Basement Floor DifF. t3ebnreen @F and Lat. Inv. rcn EXISTING GRADE Lu t In Percent of Pile Length Fram Str Lateral Length Lateral Invert Easement Fleur Riff. Between and Lat. Inv. az a� �a �a.a� a�e.od �.�� 31 5S 10 d33.9B 437.a0 3.02 � O i a 37 _ a' -2$ o N o o 0 O O � O n 00 00 + r7 O� � '_� rrJ r� � � O cD rrl N N II � + �t + � II Z Z I _O ~ - �N-- � 75 10+00 11 +00 12+00 13T 1 �+00 15+00 16+00 II 0 ~ � cn � 0 PROPOSED �GRADE o' 0 r 00 CV f- 71.34' - ° SD z X ~. 0 r` O cfl r � N r'7 r7 � n_ r7 • r7 r7 r7 O o z II _ � II II II - - - 7510+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 r \ \ ` -- — — — — — — ,I \\\ N\ 1 1 \ 1 \ \ \ \ i 06 -NA / TREE SAVE I I 4,019 SF 1 I `, \ l ` \ \ /III / / ► I ► I / \ // I \ (DECIDUOUS TREES) BELVEDERE LAND HOLDINGS H LLC TMP 62A3— IVACANT / ZONING: NMD 9 0. 78 ACRES V CIO \\\\ \ \ \ \ \ \\ \ \ \ \ \ TREE SAVE � � \ \ \ \ \ \ \ \ \\ \ 1 \ \ I I I f � / I I I I I I \ ✓ / 461962 SF III I I I I (DECIDUOUS TREES) I / \< I I \ 1 1 I I I 1 1 J,96\ �l I ► I / I , I V I I 1 Q0 ATCHEINE ,, i VDOT SIGHT DISTANCE NOTE: 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 i i' �c I LEGEND STEEP SLOPES (PRESERVED) SCARLET OAK 0 0 SHADEMASTER THORNLESS HONEYLOCUST GREENSPIRE LITTLELEAF LINDEN o VILLAGE GREEN ZELKOVA SEE SHEET 19 FOR ADDITIONAL NOTES & DETAILS S 5�3135„ I� 1 1 30 61 91 1 00, A a o U CD m �y�. j- N d 2 Q0 zo 9 �o > LL 'K z �Q J Qc W J J >< azcn °c' w W Oy Q C) Q OJ o Q K Q� 0� U rn N p ca rr� V W �2 0It x � � Q LL oc cc o aW w LO co o Q U N z o W or- �4 �w A w Z z o W Q z 0 a GO zLu U w 1.o� z w 0 u Z 0 O w � Q N o N n � o PLTH OF DI�� Jimmy L. Taggart Lic. No. 22841 sv� 04/17/2020 SSIONAL Q z (D Q Lv LO Q Q W � w w Q z U) Q a J W LL = U ° H W Q z z ~ W 0- 5 z (n cr N o J W Q0 a < zo W �E — LL > X o a W r z m LLJ Q 0 DATE: 04-17-2020 SCALE: 1 "=30' JOB: 8438 SHEET: OF 22 r County of Albemarle Conservatiott Plan Checklist -To he placed on Landscape Plans (Handbook, pp 1II-284-111-297 for complete specifications) I. The following items shall he shown on the plan: ® Trees to he saved; (� Limits or clearing (.outside dripline of trees to be saved); Location and type of protective fencing; Gvadc changes requiring tree wells or walls; Proposed trenching or tunneling beyond the limits ofclearing. 2. Markines: All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. Qj 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. Eguilatment Operation and Storaee: Ed Heavy equipment, vehicular (rabic and storage ofconstruction materials including soil shall not be permitted within the dripiines ortrees to he saved, 5. Soil Erosion and Stormwater Detention Devices: Such devices shall not adversely affect trees to be saved. 6. Fires: I=fires are not permitted within 100 feet of the dripline of trees to he saved. 7. Toxic Materials: Gd Toxic materials shall not be stored within 100 feet of (lie dripline ❑f hrees to be saved. S. Protective Fencin : Trees to be retained within 40 feet of a proposed building or grading activity shrill be protected by fencing. m Fencing shrill be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: LYJ 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. Trenching and Tunnelin ; When trenching is required within the limits ofclearing, it shall he drone as far away from the trunks of trees as possible. 'run.neling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy Feedcr roots. 12. Cle�anu ): 0 Prutcctive fencing shall be the last items removed during the final cleanup. 13. Dama ed'frees, Damaged trees shalt be treated immediatciy by pruning; fertilization or other methods recommended by a tree speeiaiist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO OWNER SIGNATURE W fTH THE CONTRACTOR ON TREE CONSERVATION (DATE-) CONTRACT PURCHASER SIGNATURE (DATE) 5J1J06 Page 1 of t REINFORCED RUBBEF HOSE, ARBOR TAPE, NYLON WEBBING 'RUNE DEAD OR DAMAGED 3RANCHES. DO NOT PRUNE ;ENTRAL LEADER. 2EINFORCED RUBBER HOSE, ARBOR TAPE, OR NYLON WEBBING 2X2 HARDWOOD STAKE PLACE TOP OF ROOT BALL SLIGHTLY ABOVE GRADE. SHREDDED HARDWOOD MULCH (MIN. 4" DEPTH (DO NOT MULCH AGAINST TRUNK OF TREE) EARTH BERM AROUND BED REMOVE STRINGS, WIRE, BURLAP FROM TOP 1/3 OF BALL ON UNDISTURBED SOIL DECIDUOUS TREE PLANTING DETAIL NO SCALE GENERAL NOTES & MINIMUM STANDARDS 1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT AND THE LANDSCAPE ARCHITECT. 2. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. 3. TREES SHALL BE 1.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED. 4. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF. 5. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 6. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001. 7. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL PROJECT ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED, OR IS UNHEALTHY AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 8. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN. 9. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. VDOT SIGHT DISTANCE NOTE: 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 679.6 LINEAR FEET OF FRONTAGE / 50 = 13.6 * 2 = FOWLER CIRCLE 573.3 LINEAR FEET OF FRONTAGE / 50 = 11.5 * 2 = TREE CANOPY REQUIREMENTS 20% TREE CANOPY REQUIRED TOTAL SITE AREA = 7.84 AC (341,709 SF) OPEN SPACE = 2.98 AC (129,596 SF) NET SITE AREA = 4.86 AC (212,113 SF) TREE CANOPY REQUIRED TREE SAVE AREA PROPOSED TREE CANOPY TOTAL TREE CANOPY PLANT SCHEDULE = 42,423 SF (20%) = 62,700 (50,160 * 1.25) = 18,896 (8.9%) = 81,596 (38.5%) 27.2 TREE REQUIRED 27 TREES PROVIDED 23.0 TREE REQUIRED 23 TREES PROVIDED KEY QNTY. BOTANICAL NAME COMMON NAME SIZE NOTE 10-YEAR TREE COVERAGE AREA (SF) I TOTAL (SF) Canopy Tree GT 16 Gleditsia triacanthos inermis "Shademaster" SHADEMASTER THORNLESS HONEYLOCUST 1.5" Cal. B&B 424 6784 QC 10 Quercus coccinea SCARLET OAK 1.5" Cal. B&B 370 3700 TC 12 Tilia cordata "Greenspire" GREENSPIRE LITTLELEAF LINDEN 1.5" Cal. B&B 249 2988 ZS 12 Zelkova serrata 'Village Green' VILLAGE GREEN ZELKOVA 1.5" Cal. B&B 452 5424 TOTAL 18,896 A a 0 y O U � C)m N G Q zo °Co O ~ o, > Z VS O W btu J J_ 0�. 2 > Q rc W W O( 0 Z vQ o 0 Q W 4K Q � ZE = cfl �Oc U N CO V COa C- 4. O Ir X I+I j CC Cc o 0, W W to Qy UoN co z o O� W U � 0) OCO � d W z O � O 11 z O a (/� zN it U W 00 Ln W 2 O U F-- Z O U W 0 N C) N Q n 0 z oJio��PD mm��0 0S Q z_ O tY Q W CO ^ L J a J W Q < [� � C9 m A Q Q T Q a= JLL W 0 W Q I- o w 0-� Z U) cr O z J w � l= a U Z W Q 2 a - LL. > X o J Q z w W W m l- U) O Q O_ DATE: 04-17-2020 SCALE: NA JOB: 8438 SHEET: 19 OF 22 ■ l�r,rFftrr Saco W- 5 ft. 3 ft m1 r. & fr min. w/tr�,es 13 fr m1n_ I 7 rrr. rdn. next to roar top curb 4 [in 1714Fi "L elSe.r fare. _ ti _ r r ' r}I{ll,l T e ' Pcomcw SLAW ; h if the :0i/W 5pare is poved,ctuWrrxctton stvP by on cumpmfed &-itgradee a'nd rf9 krTess str1l m7tch train & Ire srdewatk. tawever. He carer Dirt .r )!x, caf stdered part of the ftVrtrax m if trees tyre ,tNante+✓ In paved ,pWevr7an oreas.f&yi s vYbe >pu+artm# in free welts rW rr)06-le f7( errTllr r�ie" r CIp1"Crvr d by ti`* iiaveyar. "rie ItIhinh Gf s1dewf9k Xssrrliyl tip tree weirshn!?be atieast-4 feetrn width FIGJRE 63 - DETAIL EAC'{ 4F C6JRBS MATERIALS TO TRENCH SPOILS TO BE PLACED ON THE GROUND To BE GRADED BE PLACED ON THE LOW SIDE OF TRENCH To ORIGINAL CONTOURS HIGH SIDE OF TRENCH DURING CONSTRUCTION. AFTER BACKFILL. DURING CONSTRUCTION. TOP OF GROUND SLO PE (DO E COMPACTION PER COUNTY SPECIFICATION (REMAINING BACKFILL SHALL NOT CONTAIN ROCK, CLOD, OR DEBRIS MATERIAL LARGER 36" MIN. THAN 5" IN ANY DIMENSION. 24" MIN. MIN. INITIAL BACKFILL* (6" LIFTS) THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER. EMBEDMENT DIAMETER OF PIPE SPRING LINE OF PIPE HAUNCHING BEDDING: 6" MAX. 4" MIN. No. 68 STONE-/ FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE) [ALL PIPE] NOTE: CONTRACTOR MUST INSURE THE STONE IS PROPERLY COMPACTED, ESPECIALLY UNDER THE HAUNCHES OF THE PIPE. BEDDING, BACKFILL AND TRENCH SPOIL PLACEMENT SEE STANDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS, STANDARD MH-1 FRAME & COVER NOTE THE TOP OF MASONRY IS TO BE LEFT SUFFICIENTLY LOW TO PERMIT PROPER ADJUSTMENT OF COVER AND FRAME TO GRADE BY THE USE OF MORTAR OR BRICK AS DIRECTED BY THE ENGINEER. ca 2,_0' r j„ a a. w z c> > . FLAT SLAB TOP AS DETAILE o v¢ N Xr ON STANDARD T-MH-2 MAY - SUBSTITUTED FOR TAPERED r \a SECTION WHEN APPROVED B � THE ENGINEER. ST'D. ST-1 '. A jAz" e, 6„ A BEVEL 45' C] p J n w m SHEET 1 OF 5 REV. 7101 106.01 // %/1�� a 01-W,.:95�� Iro%,/iir/Gimmimr T-DI-1 STANDARD DI-1 FRAME TOP ALTERNATE & GRATE TOP 44 BARS a $" C-C 4'-10" 44 DIAGONAL BAR DDDOD�000 I 1 CALL CORNERS Jff TYPICAL 4"-10"' DIAMETER L 4'-10"" - I RECOMMENDED MINIMUM HEIGHT CHART PIPE H DIMENSION SIZE CONCRETE CORK. METAL 12" 2'-6" 2'-5" 15" 2'-9 4' 2 8" 18" 3'-02" 2-11" 21" 3'-3 " 4 3-2° 24" 3-7" DI-1, 1A PC f} T1 L 1 2^ ' a." 6" DOWELS 12 #5 BARS 1804 LGR 'I GROUT & LONG (WITHOUT GRATE) ' (63 LBS.I �� •'I NOTES: .I 1. SEE GENERAL NOTES PRECAST FOR ADDITIONAL DETAILS. 2. CONCRETE TO BE 4000 PSIMINIMUM, NOTES: 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM C-478, ASTM A-497 1. TONGUE AND GROOVE JOINT TO BE OF FABRICATOR'S DESIGN MEETING THE (WIRE FABRIC) AND ASTM A-515 (REINFORCING BARS). APPROVAL OF THE ENGINEER. JOINTS ARE TO BE SEALED WITH MORTAR, OR 0-RING GASKETS OR BUTYL RUBBER. 4• CONCRETE .COVER AND GRATE ARE TO BE FURNISHED AS A SINGLE UNIT, 2. ALTERNATE JOINT DETAILS APPLY TO ALL PRECAST UNITS. 5. SEE STANDARD 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 toy VIRGINIA DEPARTMENT OF TRANSPORTATION 233 903.03 302 HALF PLAN VIEW HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE 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 1.437 5 0.7 0.785 1.699 6 0.9 0.785 1.961 7 1.0 0.785 2.223 8 1.2 0.786 2.485 9 1.4 0.785 2.747 10 1.6 0.785 3.UO9 11 1.9 0.970 3.455 12 2.2 0.970 3.817 13 2.5 0,970 4.179 14 28 0.970 4.541 15 3.1 0.970 4.903 16 3.4 0.97C 5.265 17 4.0 1.173 6.032 INCREMENT 1 0.45 1 - 0.582 OBTAIN TRUE QUANTITIES. 2. A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. 3. INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 5. IF BLOCKS ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE 5". OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6, ALL CONCRETE TO BE CLASS A3. 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1, THE COST OR FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. SPECIFICATION REFERENCE MANHOLE FOR 12'' - 48'' PIPE CULVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION 302 SHAPE TO ELEVATION II 3B, 3C EXPANSION KEYED FOR DETAJLS OF INLET JOINT CONST. % EXPANSION JOINT 3" 10" FRAME & COWER BACK OF SIDEWALK Y JOINT BARS D;} APPROACH SEE STANDARD C-2. BAR G GUTTER WARP SARS G 4" 2^ w CD GUTTER n vi , d'; 7., , 6. BARS C 6„6„S, BARS B a BAR C I SUB9.ASE r - ARS F� w 2 -- - _ - HARDWARE CLOTH ( --BARS F- I WEEP H0_E 'SEE NOTE .o ! = B" >`j L _ �-STEPS.'SE BAR F em A NOTE 5 i.� II I1 BARS ID FACE OF CURB CR K CONTROL JOINT GUTTER CRACK CONTROL JOINT 2'-0" 61IAN. PLAN SECTION A -A 1 ' MAX. �A 10' MAX. KEYED CONST, JOINT 4-VARIABLE - MAX, 2'P` WARPED GUTTER 2' O" 8' 2 6 B 8'" 3. 0" X 2 APPROACH �ARS A GUTTER r i0 I-- ------- - ----- ---- --N 7" B S _G I , it' ti 1 BARS F BARS E I #f 3" DIAMETER BARS E BARS B WEEP HOLE FRONT ELEVATION BARS F �„ 1`B' e" (CUTTER REMOVED) „ 1A i 5XI/4" BENT PLATE SECTION B-B r- 'ti-f` � L' �• a N A. ' R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG 7 STANDARDS. _2y2"X21%2"X'I GALVA NIZED ZED TYPENOSE T, WITH - & -6 STANDARDS. B O E DETAIL SHALL BE USED CG 2 CG TYPE A YYII�*EE B I/a" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68'30' TO ANGLE IRON AT 2'C•C. CONNECTORS AND IS TO BE ANCHORED WITH IAg" X 4" STUD SHEAR NOSE DETAILS WELDED 10 BENT PLATE AT 2'C-C. 2., AFPRI PAVEMENT WARPED PAVEMENT DI-3A � Di-36 L Di-3C L I = J FLOW a FLOW - `FE_OW T.C.. l 1 - DETAIL WHEN QE L E USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTED BOTH SIDES TO BE SYMMETRICAL X0,/ ©OT SPECIFICATION STANDARD CURB DROP INLET REFERENCE ROAD AND BRIDGE STANDARDS ��Ss r+, I�1 I i p SHEET I OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) � 8' 233 04.09 08I1D VIRGINIA DEPARTMENT OF TRANSPORTATION --- OF MID -POINT OF LARGEST PIPE. SHAPE TO CONTOUR OF PIPE SLOPE •�\DRAIN TO INVERT OF OUTLET T PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS ' - TRANSITION BETWEEN PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. SLOPE TO DRAIN TO INVERT OF NOTES SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH N n" OUTLET PIPE THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF� STRUCTURE. MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED / IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. a � a� THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A d PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR - CLASS C1,EXCEP7 THAT 25/. OF COARSE AGGREGATE MAY BE ! UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, a BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING.. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE l 4 <a PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES, SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES SPECIFlCATkON REFERENCE STANDARD METHOD OF SHAPING MANHOLE VIRGINIA DEPARTMENT OF TRANSPORTATION & INLET INVERTS 106.08 302 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. c mE E E E E c_ m E N E E O N E0 N E N `- LLn m aD N r M Nf Figure 308.2.2 Obstructed High Forward Reach 10" max 255 mm 3D8.3.2 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 308.2.2 Obstructed High Reach. Where a high forward reach is over an obstruction, the clear floor space (865 mm) maximum and the depth cf the obstruction shall be 24 inches (610 mm) maximum. The high shall extend beneath the element for a distance not less than the required reach depth over the side reach shall be 48 inches (1220 mm) maximum for a reach depth of 10 inches (255 mm) maximum obstruction. The high forward reach shall be 48 inches (1220 mm) maximum where the reach depth is 20 Where the reach depth exceeds 10 inches (255 mm), the high side reach shall be 46 inches (1170 mm) inches (510 mm) maximum. Where the reach depth exceeds 20 inches (510 mm), the high forward reach maximum for a reach depth of 24 inches (610 mm) maximum. shall be 44 inches (1120 mm) maximum and the reach depth shall be 25 inches (635 mm) maximum. 20" max >20"-25" max E Eo c N co N ( a( Figure 308.3.1 Unobstructed Side Reach W� E E E 'v N E E N 00 10" max 255 mm 255 mm -610 mm (a) (b) Figure 308-3.2 Obstructed High Side Reach E E 0 TABLE OF QUANTITIES DI-3A. 3B, 3C TYPE L AREA aF SLOT REINFORCING STEEL Concrete BARS A BARS B BARS C BARS D BARS E BARS F BARS G WEIGHT Cu.u. Y Yds. No.. Lin. Ft. No. Lin. Ft. 'llE No. Lin, Ft. No. Lin. Ft?h No. Lin. Ft.* No. Lin. Ft.# No. Lin. Ft.+ Lbs. DI3A 2' fi" 1 15 - - - 1 5'-7 3 3'-2 - - - 8 1 O°' 22 4' L93 2.59 5 1'-6" 2 6'-7' to 6'-10" 3 5 -7 3 3!-2" 4 1111511 3 1 5" 4 1 -p"' 64 6' 2.75 3.42 5 3' 6" 6 6' a 10"` 3 5'- 7 3 3'-2'' 4 3 _6" 3 1 -6" 4 1 111 8' 3.67 3.46 5 5'"6" 10 '_ ' 3 5.7' 3 3',2" 4 5.6.. 3 6" 4 i-0" 158 01-38 10, 4.5 3, 0 5 7'•6" 14 6'-7" to 6'-10' 3 5'-7" 3 3 -2" 4 7'-6" 3 1'-6'. 4 4 12' 5.50 4.34 5 9'-6" 18 -7° '-1 °' 3 5-7" 3 3 2' 4 9 6" 3 6" 4 T- 1 14' 6.42 4.78 5 11'-6" 22 '- '-1 .� 3 5.7" 3 3 C" 4 1t fi' 3 I 6" 4 1-." 2913 16' 7.33 532 5 13'-6" - 26 6'.7' to 6'•10"' 3 5.7" 3 3-2" 4 t3 6'° 3 1 6"' 4 1- 345 18' 6.25 5,fifi 5 15' §' 30 '- 3 5 7" 3 3 2" 4 15` fi" 3 1'-5" 4 1' 391 20' 9.17 6.09 5 17'-6" 34 6'-7' to 6'-ip" 3 5 •7" 3 3 -2"' 4 17 -6" 3 1'-6" 4 P 43B 6' 2.75 3,01 10 1'-9" 4 6'-7' to 6'-10" 5 5-7" 3 3-2" 8 1-9, 6 1'•6 2 ! O' 111 8' 3.67 3.45 10 2"-9` 8 W-7' to 6'-10" 5 5'-7 3 3'-2" 8 2' 9' 6 1'-6' 2 9 -0" 158 104 4.58 3.89 10 3' 9" 12 6'-7' to 6'-10" 5 -7" 3 3 2" 8 3 9" 6r 1' 6' 2 05 12. 5-511 4.33 19 4'-9„ 15 '- o 6'-10'" 5 _7" 3 3 2'' 4' g" 6 V-6' 2 3 -0" 1 2 DI-3C 14, 6.42 4.77 10 5'•9" 20 6'•7' to 6'•}O" 5 5-7" 3 3 2" 8 5'-7'" 6 1' 6' 2 - ut 16, 7.33 5.21 10 6'-9" 24 ,_ -1 " 5 5 -7" 3 3 -7" 8 8 -9" fi 1'-6" 2 - •-._ i8' B_25 5.65 10 7'-9" 28 6'-7" to 6'-10" 5 5 •7" 3 3.-2.. 8 7 -9'" 6 1' 6" 2 34' 20' 9.17 6.09 10 8' 9" 32 6'-7" to 6'-10"' S 5'"7" 3 3'-2" 8 8°•9'" 6 1'-6" 2 - 439 NOTES 1. DEPTH OF INLET (H) TO BE SHOWN ON PLAN E E - $ 7. * 4 X B'" SMOOTH DOWELS AT APPROXIMATELY 15. THIS AREA MAY E 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 SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENT CURB AND GUTTER. AND SPECIFIED ON THE PLANS WILL BE SETTLEMENT. . MEASURED FROM THE INVERT OF THE OUTFALL 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH PIPE TO THE TOP OF THE STRUCTURE._ B. 3" DIAMETER WEEP HOLE TO BE LOCATED TO (H) OF 9-2" WITHOUT PIPES THE AMOUNT PLAIN "H" DIMENSIONS ARE APPROXIMATE ONLY DRAIN SUBBASE MATERIAL_ WEEP HOLE WITH D15PLACED BY PIPES MUST BE DEDUCTED TO FOR ESTIMATING PURPOSES AND THE ACTUAL 1 "X 12" PLASTIC HARDWARE CLOTH I% MESH OBTAIN TRUE QUANTITIES. FOR INLETS OF DIMENSIONS SHALL BE DETERMINED BY THE OR GALVANIZED STEEL WIRE, MINIMUM WIRE 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 INVERT THE T IS H R OF THE STRUCTURE. TO BE SHAPED IN ACCORDANCE WITH STANDARD 17. LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1 IS-1, THE COST OF FURNISHING AND PLACING ALL 9. ALL REINFORCING STEEL SHALL HAVE A MIN. OF 2 IS TO BE L +16" AT 4 10 LBS-/FT._ AT - INCIDENTALT MA ERIALS 0 THE SHAPING I5 TO BE F '. COVER 0 2' INCLUDED IN THE BID PRICE FOR THE STRUCTURE, 18- DENOTES LENGTH OF ONE (1) BAR. 1p, ALL REINFORCING STEEL TO BE CUT CLEAR OF IN THE EVENT THE INVERT OF THE OUTFALL ALL OPENINGS BY 2" 19_ ALL RENFORCING BARS TO BE*5, 4_ PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE 11. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 20. WHEN INLET IS USED IN 4'-0" MEDIAN, BACK OF SHALL BE SHAPED WITH CEMENT MORTAR TO (3000 PSI). PRECAST CONCRETE IS TO BE INLET IS TO BE SHAPED TO CONFORM TO PREVENT STANDING OR PONDING OF WATER 4000 PSI. PROPOSED CURB. IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO 12, LENGTH OF SLOT (L) WILL, W EVERY CASE, BE THE SHAPING IS TO BE INCLUDED IN THE BID 'SHOWN ON PLANS. PRICE FOR THE STRUCTURE. 13, IF 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). THIS IT MAY PRECAST OR T-1 -P ".. 6 S ITEM BE ECAS 0 CAS N LACE 14 T IN MAY .. CONSTRUCTED WITH STANDARD LETS M BE CONS C ED CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING DI-MB. SPECIFICATION XVDOT REFERENCE STANDARD CURB DROP INLET ♦♦ ROAD AND BRIDGE STANDARDS 233 12" 30" PIPE; MAXIMUM DEPTH (H) 8' REVISION DATE MSHEET 2 OF 2 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 04.10 JI-2AA,200,2CC NOTES Bars H #5 Q 8" c-c 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 9. ALL REINFORCING STEEL SHALL HAVE A MIN. COVER MAXIMUM DEPTH (H) TO BE 20'. FOR DEPTHS OF 2". LESS THAN 9'USE STANDARD DI-2A 2B OR 2C. 10, ALL REINFORCING STEEL TO BE CUT CLEAR OF ALL 2. THE "H" DIMENSION SHOWN ON THE STANDARDS OPENINGS BY 2". - - - AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL PIPE TO THE 11. CAST -IN- PLACE CONCRETE IS TO BE CLASS A3 # c TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. fa N = ARE APPROXIMATE ONLY FOR ESTIMATING N _ PURPOSES AND THE ACTUAL DIMENSIONS SHALL 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE ro BE DETERMINED BY THE CONTRACTOR FROM FIELD SHOWN ON PLANS. m CONDITIONS. 13. THIS STANDARD IS INTENDED FOR USE IN CURB 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO AND GUTTER SITUATIONS ONLY. 004 ° BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. - - THE COST OF FURNISHING AND PLACING ALL 14. IF OPTIONAL CONSTRUCTION JOINT IS USED IT IS MATERIALS INCIDENTAL TO THE SHAPING IS TO BE TO BE KEYED. ALL SPLICES IN BARS V TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE, A MINIMUM OF 40 DIAMETERS (20."). 3'-7" 15. FOR PLAN VIEW OF INLET SEE STANDARD DI-2A, 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE 2B, 2C.. IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, PLAN VIEW THE INVERT OF THE STRUCTURE SHALL BE SHAPED 16 FOR DESCRIPTION AND LOCATION OF DIMENSION L N D WITH CEMENT MO TAR TO PREVENT STANDING OR SEE SHEET 100O3, PONDINC OF WATER IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS 17. FOR NUMBER OF BARS A-F REQUIRED AND LENGTHS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED SEE SHEET 104.04, W THEBID PRICE FOR THE D E 0 E 5. STEPS ARE TO BE PROVIDED. FOR DETAILS SEE 18. QUANTITIES SHOWN ARE FOR MINIMUM INLETS OF Cloth EACH TYPE, FOR INLETS OF GREATER DEPTHS -Hardware STANDARD ST-1. (H) OR LONGER SLOTS (L) INCREMENTS SHOWN -- Subbase PER FOOT MUST BE ADDED THE AMOUNT OF 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE, CONCRETE AND STEEL DISPLACED BY PIPES MUST BE DEDUCTED TO OBTAIN TRUE QUANTITIES. __Weep Hole. 7' X 8" SMOOTH DOWELS AT APPROXIMATELY 12" See Note 5. - CC TO BE PLACED IN ALL AREAS ADJACENT TO 19, FOR DETAILS AND DIMENSIONS OF CURB, SLOT, BEAM, ABUTTING CONCRETE TO PREVENT SETTLEMENT. COLLAR AND GRATE, DROPPED GUTTER LINE, AND IN LIEU OF DOWELS A 2" X 4" NOTCH MAY BE REINFORCING AND STRUCTURAL STEEL NOT PROVIDED. SEE STANDARD T-DI-3, 4 FOR DETAILED SEE STANDARD DI-2A. ALTERNATE DESIGN. 8. 3" DIAMETER WEEP HOLE IS TO BE LOCATED TO Steps. See DRAIN SUBBASE MATERIAL. WEEP HOLE WITH 12" Note 5. X 12" PLASTIC HARDWARE CLOTH yq" MESH OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER N I Bars H # 5. C Bars H1,#5 12" c-c 12" c-c SECTION THROUGH ELEVATION APPROXIMATE QUANTITIES FOR MINIMUM 9' DEPTH INLET TYPE DIMENSION L REINFORCING CONCRETE SEE NOTE 16 STEEL 01- Lin. Ft. Lbs. Cu. Yds. 2AA 2'-2" 609 2.77 23B 4'-C" 647 3.06 2CC 6'-0'" 685 3.38 INCREMENTS TO BE ADDED EACH ADDITIONAL FEET OF DEPTH (H) AND, OR SLOT LENGTH (L) H L Cu. Yds. Conc. Lbs. Steel Cu. Yds. Cone. Lbs. Stee- 0.28 64 - 0.28 64 0.16 17 0.28 64 0.16 17 SCHEDULE OF REINFORCING STEEL SEE NOTE 17 INCREMENTS TO BE ADDED EACH ADDITIONAL FEET OF DEPTH (H) AND, OR SLOT LENGTH (L) H L Cu. Yds. Conc. Lbs. Steel Cu. Yds. Cone. Lbs. Stee- 0.28 64 - 0.28 64 0.16 17 0.28 64 0.16 17 SCHEDULE OF REINFORCING STEEL SEE NOTE 17 SCHEDULE OF REINFORCING STEEL SEE NOTE 17 BARS H BARS H1 BARS V NO REQ'D, LENGTH NO REQ'D. LENGTH NO REQ'D, LENGTH 4(T5H+1)+8 3'-2" 4(1.5H+I)+8 3'-3" 36 H-(1'-4") STANDARD CURB DROP INLET SREREFERENCE ERE 1211 - 24'' PIPE DEPTH (H) = 9' to 20' 233 k1145 VIRGINIA DEPARTMENT OF TRANSPORTATION 342 SHEET 2 OF 3 VDOT \ O 1 STAMPED OLETTERS 2*4" DIA. 28" DIA 22" DIA. SEE 20/2" DIA. �i DETAIL A INLET COVER M SECTION NONSKID ALUMINUM OXIDE IMPREGNATED INLET FRAME STEEL PLATE his" THICK NEOPRENE FOAM BOND NOTES: STEEL PLATE I THICK STRUCTURAL COMPONENTS SHALL CONFORM gg TO AASHTO M222. MATERIAL AASHT0 M222 HR FLAT BAR (WELDED TO FRAM AM AND COVER SHALL HAVE A CONTINUOUS DETAJL A OVEA'i ONLY) STANDARD INLET AND FRAME COVER VIRGINIA DEPARTMENT OF TRANSPORTATION 406A Landings. Landings shall be provided at the tops of ramps. The landing clear length shall be 36 inches (915 mm) minimum. The landing clear width shall be at least as wide as the handicap ramp, excluding flared sides, leading to the landing. ONC. 1 PAD CBU MIN. 12" MAILBOX a CONC. PAD CBU MIN. MAILBOX SIDEWALK SIDEWALK RAMP DOWN RAMP DOWN RAMP DOWN RAMP DOWN 36 min 915 mm 12" MIN. at least as wide as CBU HANDICAP HANDICAP curb ramp CONC. PAD MAILBOX RAMP RAMP HANDICAP RAMP 12" to B.O.C. B.O.C. PER. USPS B 0 C F.O.C. C&G C&G F.O.C. .... ."""""... C&G F.O.t- E. 0. F'. CENTERLINE STREET SCENARIO I -REAR ACCESS TO CBU CENTERLINE STREET SCENARIO II -FRONT ACCESS TO C CENTERLINE STREET Figure 406.4 Landings at the Top of Ramps SCENARIO III -FRONT ACCESS TO CBU WITHOUT SIDEWALK NOTE: REFER TO REACH DETAILS FOR CORRECT LOCATION OF CBU INSTALLATION. SFgCSICAT01 REFEI�NCE 302 /I V a 0 4 rA O U Wco...... CO m CO ryryL N � 2 °�zR V 2 O 0 O~� O iLL z V 1 0 W W J __J 2 QI ov Q.Q.2 w 2 W 2 vQ o0 Q Q Z Q LO cc U rn N y� p r� It W� o CO V , n U. rr X Q] LL O L '.7^ V, cc cc J (L to W to oN U coV iw ~ 0 W Zr 0rn W 2 co rnIt W Z z 3E 0 d Z O I I H Cl z� C> w Q � 5 H- z cLU G O U H z 0 O w Q N o N f` O rl Z TH OF Jimmy L. Taggart Lic. No. 22841 W� 0,o� 04/17/2020�ti�'�' SSIONAL Eli Q Z > W J ' ^ L J W W 2 z �) W m v/ Q T � Q � _J U O ^= 1..� LJJ } cn W D E4 Cn � � � W Q J w I- z W Q : - LL > (n X o J Q W M LLJ w F- co (D Q 75 _O DATE: 04-17-2020 SCALE: NA JOB: 8438 SHEET: LivOF 22 ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES I. 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 SCOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED, 6.PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7.ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8.UNLESS OTHERWISE NOTED ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE- CLASS III. 9.ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2.UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE THE CONTRACTOR SHALL HAVE CBR TEST PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3.SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4.GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9 (A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7.COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8.ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9.ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12, VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. CONTRACTOR'S RECORD DRAWING REQUIREMENTS CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ANY CHANGES SUBSTITUTIONS, ALTERATIONS, VARIATIONS OR UNUSUAL CONDITIONS ENCOUNTERED OR IMPLEMENTED WHILE ENGAGED ON THIS PROJECT. THESE RECORDS SHALL BE IN THE FORM OF 'REDLINES". REDLINES" SHALL REFER TO THE CONTRACTOR'S HAND ANNOTATIONS USING RED COLORED PEN/PENCIL TO DEPICT ACTUAL CHANGE, SUBSTITUTION, OR CONDITION. PRIOR TO CONTRACTOR REQUESTING PARTIAL OR FULL PAYMENT, CONTRACTOR SHALL PROVIDE THE OWNER WITH AN UP-TO-DATE CONTRACTOR'S RECORD DRAWING. SPECIFICALLY, THIS SET OF PLANS, ISSUED TO THE CONTRACTOR AS FINAL CONSTRUCTION DRAWINGS, SHALL BEAR THE 'REDLINE" MARKINGS LISTED BELOW AS WELL AS THE CONTRACTOR (AGENT OR SUPERINTENDENT) SIGNATURE AND CERTIFICATION BELOW: 1. REDLINES SHOULD ALWAYS BE ACCURATE NEAT, LEGIBLE, DATED AND REASONABLY SCALED. 2. ADD LARGE RED LETTERS TO TITLE SHEET WITH 'CONTRACTOR'S RECORD DRAWING' INCLUDING CONTRACTOR'S NAME, DATE, AND OTHER RELEVANT INFORMATION 3. CONTRACTOR'S REPRESENTATIVE OR SUPERINTENDENT SHALL INITIAL EACH SHEET. IF A SHEET HAS NOT BEEN CHANGED AT ALL OR NO MARK HAS BEEN ADDED, LABEL THE SHEET ONLY 'NO CHANGES' 4. IF A SHEET HAS BEEN CHANGED OR MODIFICATIONS HAVE BEEN ADDED, LABEL IT 'REVISED' 5. USE WRITTEN EXPLANATION TO DESCRIBE CHANGES. REFER TO SPECIFIC ACTIONS INSTEAD OF REFERENCING CHANGE ORDER NUMBERS OR RELATED DOCUMENTS 6. USE CLEAR LETTERING 7. NEVER REMOVE OLD VALUES OR DETAILS, JUST REDLINE OR "X" THROUGH THEM. IF THERE IS NO ROOM FOR THE NEW VALUE, YOU CAN GO TO THE SIDE AND REDLINE THE REPLACEMENT VALUE. 8. PROVIDE THE REDLINE DETAILS OF CHANGES OR ADDITIONAL INFORMATION, INCLUDING BUT NOT LIMITED TO FABRICATION, ERECTION, INSTALLATION, LOCATION, SIZING, MATERIAL, DIMENSION, ADDITIONS, RELOCATIONS, SUBSTITUTIONS, ETC 9. BE SPECIFIC WHEN MAKING NOTES TO UNDERGROUND UTILITIES, SHOWING EXACT LOCATION, DEPTH, AND MATERIAL USED (EXAMPLE: SEWER LATERALS) 10. PROVIDE ALL NECESSARY INFORMATION OF CONTRACTOR'S DESIGNED SYSTEMS OR SUBSTITUTIONS 11. CROSS OUT ANY PLAN REFERENCE TO "APPROVED EQUAL" AND REPLACE WITH ANY SPECIFIC INFORMATION OF VARIANCE USED DURING THE CONSTRUCTION PROCESS 12. ANY CHANGES IN INVERT ELEVATIONS, GRADE MODIFICATIONS, SLOPES, AND RELATED INFORMATION ON PIPING UTILITIES, EARTHWORK, ETC. SHALL BE REDLINED. 13. RECORD ALL UNEXPECTED OBSTRUCTIONS, COMPLICATING FACTORS, UNSUITABLE CONDITIONS FOUND IN THE PROJECT AREA INCLUDING ROCK, UNUSUAL TOPSOIL CONDITIONS, BURIED DEBRIS, ETC. 14. ATTACH OR INCLUDE ANY SHOW DRAWINGS OR SUPPLEMENTAL INFORMATION TO THE CONTRACTOR'S RECORD DRAWING 15. CHANGES MADE AS A RESULT OF ANY REGULATORY OR OWNER INSPECTION PROCESS CERTIFICATION STATEMENT: THIS HAND -MARKED SET OF DRAWINGS HAS BEEN 'REDLINED" TO PROVIDE ACCURATE DETAILED RECORD OF ANY SUBSTANTIVE CHANGES TO THE APPROVED DESIGN DRAWINGS. ANY ITEM NOT 'REDLINED" ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO BE "CONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWN". NAME, TITLE DATE (CONTRACTOR) END -SECTION 12" - 60" PIPE HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION X / x E CONCRETE TO BE J 4000 PSI MINIMUM PLAN DIAMETER C , B OF PIPE BAR DR STEE �SRoa FABRIC I F NEQRCFMENT I + ! A _ - T I D - y� PAY LINE ET SECTION X-X END VIEW END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12" 4" 2'-0" 2'-0" 4'-0„ 2'-D" 15" 6" 2'-3'' ,-T- 4' 0" 2 -6" 18" 9" 2 3„ 1-9' 4, 0" 3'-0" 21" 9/4" Z 11" T-1 5 -0" 3 -6" 24" 9zz.,3 7" 2' 6' 6 1' 4 0, 27" 10 4'-0" 2'- 1' 6-1' 4 '-6" 30" T-O" 4'-6' V-73/." 6'-1' 5°-0" 33" 1 l'-1/2" 1 4 -101/2" 2,_31 „ T-1 „ 5"-6" 36" 1-3" 5 -3" O T-i " 8 1 .„ 6'-0.. 42` p_�, 5 _3„ 2' 11„ 8 _2„ 6,-6, 48" 2 -0" 6 -C" 2 2' 8 -2" T-0 54' T 3'' 5'-5" 2'-91/a" T-6" fi0" 2'-11" 5'-0" 3'_3" 8'-3" 8"-0" ALTERNATE END -SECTION 12" - 60'' PIPE HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION X j x ES-1 E CONCRETE TO BE LL JJ 4000 PSI MINIMUM PLAN C B DIAMETER OF PIPE 3PS Op, STEEL FABRIC REINFORCEMENT f + A I l D E �I PAY LINE END VIEW SECTION X-X END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12" 4" 2'-0" 4'-1" 6-l" 2'-0" 15" 6" 2' 3" T-10" 6 1" T-B" 18" 9" 2' 3" 3 -10" 6'-1" 3'-0" 211, 9" 2 -11" 3 -2" 6'4" 24" 10" 3 -7" 2' 8" 6'-3, 27" 10/2" 4'-0" 2' 1I/2" 6'-1 4'-6' 30" 1'-0.. 4'-6" 1'-7 ,' 6'-1 5'-0" 33" 1"-1 „ C-101 T-3 q 8'-I%" 5'-6" 36" V-3" 5'-3" 2`-103/4" B'-1 6-0" 42" 48" 2'-0" 6'-0"' T-2" 8,-2" T-O" 54" 2'-3" 5'-5" 2' 11" 8'-4" T-6 2'_6" 5'-0" 3'-Y' NOTES: PIPE LENGTHS SHOWN ON PLANS ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT LENGTHS WILL BE REDUCED BY THE DIFFERENCE IN DIMENSION "0". .►1S],1311�1_1L SPECIFICATION REFERENCE FLARED END -SECTION FOR 12''-60'' CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT CIF TRANSPORTATION REV. 7/Ol 02.01 5 BARS a 8" C-C TYP, IIIIII�II A I I I I I _I A II II I I IT31 DIAMETER I I I I I I I I I I I I I I I I!I PLAN B STRUCTURE SIZE AND WALL THICKNESS VARIES CLASS A3 CONCRETE NOTES SECTION A -A 1. STANDARD SL-1,MANHOLE SAFETY SLABS, SHOULD BE REQUIRED AS PART OF THE DRAINAGE DESIGN FOR MANHOLES, JUNCTION BOXES AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF ADJACENT SAFETY SLABS SHOULD BE 8'TO 12' WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. 2. THE COST OF THE SL-1 IS INCLUDED IN THE STRUCTURE. THE DRAINAGE DESCRIPTIONS SHOULD BE USED TO SPECIFY HOW MANY SAFETY SLABS ARE NEEDED FOR EACH STRUCTURE AND THE QUANTITY SHOULD BE NOTED IN THE REMARKS COLUMN ON THE DRAINAGE SUMMARY. NO ADDITIONAL COMPENSATION WILL BE PROVIDED FOR ADDITIONAL SAFETY SLABS REQUIRED WHEN PRECAST STRUCTURES ARE SUBSTITUTED FOR CASTAN-PLACE STRUCTURES. 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY, 4. SAFETY SLAB MAY BE CAST-lN-PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSI). REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31. 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG). #5 BARS 0 8" C-C TYP. SECTION B-B SL-1 SEE CAST IN PLACE DRAWINGS FOR FURTHER DETAILS g'a # 5 BARS Q 8" C-C TYP. TYPICAL PRECAST UNIT SPECIFRENCE ICATION REFERENCE TYPICAL CONCRETE SAFETY SLAB 3D2 FOR DROP INLETS. MANHOLES AND JUNCTION BOXES VIRGINIA DEPARTMENT OF TRANSPORTATION j106.14 FILL _', ,COMBINATION UNDERDRAIN PAVEMENT SUBBASE TOP OF CUTZ C; SUBGRADE fW-12 norr (TYPICAL) TI'' CROSSDRAIN CD-2 ON FILLS CENTER LINE SECTION tWITH TYPE 1SELECT MATERIAL) TRENCH PLACEMENT L_PAVEMENT SURFACE & BASE aao00oaoo00o0000a SUBBASE .o i�. o . o . a o . a . o . o . o - o • o . -SELECT MATEREAL TYPE I OR A 0-0•o•a•v a o•o-o-o•o•c o n #57 AGGREGATE. #8 AGGREGATE OR CRUSHED GEQTEXTILE GLASS MEETING #8 GRADATION REQUIREMENTS. ,,.D, RAN [) AGE FABRIC OR PAVEMENT SURFACE & BASE ON, SUBBASE OR CEMENT STABILIZED SUBBASE oSELECT MATERIAL TYPE IE OR SUBGRADE(CEMENT OR LIME STABILIZED) #57 AGGREGATE, #8 AGGREGATE OR CRUSHED / GLASS MEETINGS GRADATION RE4UIREMENTS. j 1'-D" CD-2 LIMITS OF PAY FOR OUTLET PIPE TOE OF FILL 11 i EDGE OF PAVEMENT 1-.j90" TRAVEL LABS I EDGE OF PAVEMENT SHOULDER LINE YPICAL 1-ij r� TOE OF FILL LIMITS OF PAY FOR OUTLET PIPE PLAN VIEW SHOWING PLACEMENT OF CD-2 CROSSDRAIN NON -PERFORATED OUTLET PIPE TYPE OF PIPE CRUSHING STRENGTH 1(W.T_4E" NOM_DIAMETER KW.T, 6" NOM DIAMETER SMOOTH WALL PVC .103 1 1 0.153 SMOOTH WALL PE 70 PSI X)(s( 70 P51 XXX X WALL THICKNESS WIN) - INCHES i(3(X TESTED ACCORDING TO ASTM 0-2412 AT 5 % DEFLECTION. FABRIC GENERAL NOTES 1. 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 % MIN.(N DESIRABLE) GRADE. BRIDGE SUBBASE 3. OAN CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE 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. g•-p" GRNo l BASE MATERIAL TYPE I 4- ON SUPERELEVATED SECTIONS, TRENCH IS 70 BE UNDER ENTIRE PAVEMENT AREA 512E N0. 21B IB" MIN- DEPTH) WITH OUTLET PIPE ON LOW SIDE ONLY. 5_ INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 CROSSORAIN AT 6. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY L1MlTS 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, SPECIFICATION `VC)❑T REFERENCE STANDARD CpOSSJRAIV ROAD AND BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) 501 REVISION DATE I SHEET 1 OF 1 7O1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/16 108.05 20116 ROAD & BRIDGE STANDARDS CD-1 =a=�h..�PAV�FMFINT ASEUBGRADE COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS CENTER LINE SECTION (WITH TYPE T SELECT MATERIAL) TRENCH PLACEMENT � PAVEMENT SURFACE & BASE TOP OF CUT TRAVEL LANES�� 45N PAY LIMITS FOR OUTLET PIPE TO BEGIN WITH 45° ELBOW TOE OF FILL 0 00000"000000000 00 SUBBASE oJ�/'� -� o•o o•o.c•o-o•c•6•o•o•a• SELECT MATERIAL TYPEIORD[ tea~/ (TYPICAL) o-o o a o-o-o-o-0-0-0-0 0 00/\�aCv PLAN VIEW A44?��GEOTEXTILE #57 AGGREGATE, #8 AGGREGATE OR CRUSHEDGLASS MEETING #8 GRADATION REQUIREMENTS. DRAINAGE FABRIC (PLACEMENT OF CD 1 COMBINATION UNDERDRAIN) G OR -W- PAVEMENT SURFACE & BASE o 0 0 0 0 0 0 o c SUBBASE OR CEMENT STABILIZED SUBBASE o•o• o .. o . o • o - o • SELECT MATERIAL TYPE 1 OR SUBGRADE 1'� ' o-o•o . o : 4 o o • o • o - o o (CEMENT OR LIME STABILIZED) GEOTEXTILE #57 AGGREGATE #8 AGGREGATE 0R CRUSHE D GLASS MEETING #8 GRADATION REQUIREMENTS. GENERAL NOTES FABRIC 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 THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 % MIN, (3 X DESIRABLE) GRADE. TYPE OF PIPE CRUSHING STRENGTH T.4" NOM. DIAMETER W.T. 6" NOM. DIAMETER SMOOTH WALL PVC .103 10.1531 SMOOTH WALL PE 74 PSI )oo(. 70 PSI XXX 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERDRAINS,THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP INLETS OR MANHOLES. 5, ON SUPER€L€VATED 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, X WALL THICKNESS (MIN) - INCHES 7. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. BE3f if TESTED ACCORDING TO ASTM D 2412 AT 5 X DEFLECTION. 8. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE STRUCTURE. STANDARD COMBINATION UNDERDRAIN SPECIFICATION REFERENCE REV 8107 (AT LOWER END OF CUTS) 5p1 108.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 WP-2 EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE ---------------------- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSE[) ASPHALT WIDENING LAYERS PROPOSED MINIMUM 11/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x 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 MOOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2_ THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING 'PAVEMENT. SUBSURFACE DRAINAGE DF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4, THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF I1/z INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH Or THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTA13LE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6, EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7, FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT T!EHN LOCATIONS SHALL 8E TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REOUIREMENTS OF SECTION 315 OF THE SPECIFK ATIONS, 1VCiC]T PAVEMENT SPECIFICATION ROAD AND BRIDGE STANDARDS ASPHALT yILLVIVl SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION BEVEL SLOT DETAIL (PERMITTED FOR EASY FORM REMOVAL) A 1, � A Z,17-1 If PLAN -PIPE COUPLER TO BE CAST INTO ENDWALL COUPLER MUST BE FLUSH WITH OUTER SURFACE OF EW-12 AND PROVIDE A POSITIVE CONNECTION FOR THE OUTLET 'PIPE (411 OR 6" ). H - 4 MIN. GRADE } ,,_0„ SECTION A -A PIPE I.D. SLOPE DiM1EN510N5 CLASS A3 CONCRETE CUBIC YARDS L H 4" 2.1 2'-5° " 1 2 0.19 4" 3:1 3'-51/" 1'-1 G.25 4" 4:1 4'_5" ,,_,I „ 6"' 2:1 2, TO ,, 17_5 ,,, 6,. 4.1 5,_3„ ,,_3 4 XVDOT ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 101.32 01/15 EXPANDED STEEL MESH (FLATTENED) ISOMETRIC 4" X 8" X �:le� •• MIN_ STEEL 0 ALUMUNUM OR STEEL 05 INCH MIN. RIVIETS OR BOLTS ALUMINUM PLATE COMPATIBLE WITH POST M ATERIAL 0 U-TYPE ROLLED RAL STEEL POST AT 1.33 LBS.IFT. OR ALUMINUM ALLOY t? 6063-T6 O .78 LBS./FT_ UNDERDRAIN OUTLET MARKER DETAIL NOTES: 1. TYPICAL ENOWALL TO BE PLACED AT THE ENDS OF ALL UNDERDRAN OUTLETS, BARRING LOCATIONS WHERE UNDERDRA)N 1S TIED INTO OTHER DRAINAGE STRUCTURES. ENDWALL TO BE INSTALLED PERPENDICULAR TO ROADWAY AND FLUSH WITH THE SLOPE. 2. OUTLET PIPES SHALL BE RIGID NONPERFORATED, SMOOTH -BORE PIPE, MEETING THE REQUIREMENTS OF 70 PSITESTED ACCORDING TO ASTM 2412. 3, EXPANDED STEEL MESH (FLATTENED) SHALL HAVE OPENINGS OF APPROX. 1/2" X 1" AND WEIGH APPR, q.3q CLEANOUT PURPOSES, G.2D 4. THIS ITEM MAY BE PRECAST' OR CAST IN PLACE. 0.30 0.3$ S. STEEL POSTS AND PLATES TO BE PAINTED OR GALVANIZED IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS. IF PAINTED THE FINAL COAT SHALL BE NO- T3 ALUMINUM PAINT OR NO. 11 WHITE PAINT. 6. MARKER TO BE PLACED AT ALL EW-12 UNDERDRAIN INSTALLATION'S. 7. MARKER WILL BE PAID FOR IN ACCORDANCE WITH SECTION 501 OF THE ROAD AND BRIDGE SPECIFICATIONS, A COPY THESIGNED DRAWING IS ON FILE INI CENTRALOFFICE. SPECIFICATION IO�F+� IO'RRIIGINAL STANDARD pSE�A'L�E�DI��A/NyD ITHHE� ENDWALL FOR PIPE UNDERDRAIN REFERENCE 105 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 Ua 0 y Q U CID j � N CV p 2 QZ) z0 u 01,0 0 �0) >u_ IK Z �Q VS Q 11-11 W J_ J_ v ` 0 V > QC w 0 � y O `� I Q .2 fr W rc 10 Urn N 0 I d- y- Q V O � 0 LL cc cc O J aW 00 'A Qy - vw 1- 0 Lu Z _u co Li w 2 z O O0- W z 0 o- d zN CC W O� 5 � H Z Lu 2 0 U Z 0 U W � Q CD N CD N 0 CD O z of vj�c o��LTx O U L �� v �� r r Jimmy L. Taggart Lic. No. 22841 <v� "_0 04/17/2020 ti�'� �SSIONAL F�� a_ z_ 0 > < LuL / 0-1 z v,' ) (n Lu mar m T J Qco W LL O 4 W 0 ~ Q 0- S V) O J W z W CQ G U) Z LL > x p Q mw W w U) 0 Q 2 _O DATE: 04-17-2020 SCALE: NA JOB: 8438 SHEET: 21 OF 22 r FRAME & COVER (SEE FIG. S-1-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA -"� , , , 1'-0" MAX 2'- 0" RUBBER COATED STEEL 3'-0" MIN STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 12" MIN "0" RING SEALS a 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" S•. FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETJE VARIES DEPTH OF FLOW FILLETS CHANNEL TO BE 3/4 DIAMETER OF ; CONTRIBUTING SEWER. ° 12" A FILLETED INVERT FOR A SMO TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED, MIN. 6" BEDDING NOTE W/ N0. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2, THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS To BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A TD- 25 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) I& 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET, SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF MAIN LINE SERVICE LATERAL SECTION 45'O'0" IN LINE WYE--TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 F- W J Z 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN t ti BRANCH 12" ""'•' �— r r 2„ +'� 4 FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL w BE CORED AND A FLEXIBLE CONNECTION " BOOT " 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 24"MI {NTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE [�'/) MECHANICAL TAMPER HAUNCHING NO. 68 STONE — _ BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT—OF—WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 5" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 18"-22" 7 CU, FT. VALVE BOX �&B STONE 42"MIN ,'l' 6" GATE �.I VALv TEE 2500 P.S.I. CONCRETE _ + BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL, STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, 1N ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 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. !T IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W--4 TD-8 N y N _� E �E WA D� E ILL�- In U W V v LL W 1uv 0 0 -�. % E P LU w }} E 31 E y ILJ �o a 'J a Ew �", E M E :-nr- iv E yE � �_ 0 4 E o of 9 E U rm �� ^^ �� LL tN N N 4 cc 0 0 TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-I-D TD-31 (4) 1- (23mmp ow wo�.l=s Y7 1/2" 1 1/2- GN !P 3 4" (a34mmr OM OIA O BOLT GR [699mm] [3Bmm] 26 1/4- DIA 7" [$S7mm] � IT78mm] !-- 24" DLA i [S06mm] 28 7/1 B" D1A 5/B" [722mm] 1:16mrn] 0 35" DW 0 25" [914mm] [550mm 3/16"PRI SECTION 20MM [38mm] [20mm] Z' (simm) Lunn (HIMUSEED FLUSH) 3 1/Fr C) }" [79mm] [13mm] 3 13/16" 0 22 13/18" 2 1/B" [97mm] [579mm] 051'€/15 1 3/8- [635mm] [35mm] 9/16" C.U. OF GKT GROOVE 1 [771mm] CAM DOLT [14mm] SECTION VIEW 1/4" (Smm) DIA SSE ASSEMBLY NEOPRENE GASKET DEWNL - (2) WSHR 1/16 % 5/6 % 1 1/2 S W '( OpREp 1800" S 5/B, RU9BER IM 0D9w1045 (2) BLT HEX 5/.-11%3 P1099ARS [5mm 1/2 SS 2400" [41mm PART# CD981250 PLAN V]EV'J 1 1/8' (29mm) DIA BOSS [6mm [13mm .S3 PlA. STAINLESS STEEL ROD 12)Rr� R 5/81I 1.50 OD Si PICKBAP B LOCKLUG HOLE DETAIL NOTES 2) NU1' HX 5/s-11 ZN NYLK PARE ODS81234 1. ALL MANHOLES WITHIN 100 YEAR FLDODPLAIN OR LOCATED IN AREAS SUB,ECT TD FLOODING SHALL HAVE WATERTIGHT FRAME k COVER (2) NUT Nx MM 5/9-11 ZN 3. COVERS ALL BE F EDR TDAFFR MESTNTH LOCKNG LUUG$$4R I ASIEMRR ASSEMBLY. PARfy'J 00991229 (2) 193SR LOCK LUG TYPICAL WATERTIGHT (SHGRT) PAR # OOTR3585 MANHOLE FRAME & COVER LOCK LUG ASSEV31LY N.T.S DIGS-I-E TD-32 COVER LIFT NOTCH 14 1/2" 1 12 1/2" 2 3/8" WATER CAST IRON LID 18" METER BOX 1 Z� 18" 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 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HGHWAY DEPARTMENT APPROVAL, FINISHED GRADE ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID II u Z � 04 — — — — M.J. GATE VALVE WATER LINE 4 I—_—d 2500 P.S.I. CONCRETE . ,y n 2'x 2' BEARING AREA. THRUST BLOCK q a a Q d NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG- W-5 TD-9 VARIES 4" DIAMETER BRANCH AND VALVE M.J. PLUG "VARIES WATER MAIN RESTRAINED JOINT FITTINGS ON—LINE (TYPE "B") VARIES THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP I LUBRICATE ALL THREADS THRUST BLOCK `D METER 66X (SEE FIG. W-7) VALVE N0. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF = GRADE ALLOWS a' VARIES VARIES 2" 'BRASS PIPE .v,. WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-B TO-19 1' COMPRESSION % 3/4" MALL PIPE COUPLING OR APPROVED EQUAL 0 1" TYPE 'K"— SOFT COPPER FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. I"x1"%1" TEE V NOTE: NO SWEATED FITTINGS 2' DUAL SERVICE 1" COMPRESSION % 3/4' MALE PIPE COUPONG OR APPROVED EQUAL 1' TYPE "K' SOFT COPPER FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE HE E WRE AN IRRIGATION METER IS NDT PRDVIDEO, SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. [—CAST IRON Lill ISHID GRADE 12"--15 LDCKWING METER ySALL LVE BOX (INLET ) 38' MIN. COPPERSETTER 1/8 BEND COUPLING� — 'T� METER 01 CORPORATION STOP ��a `' "=r Z`•,MCKAS NECESSARY NECESSARY A SAND OR DUST UNDER 5+.! -1 , 1' 4" DIAM£IER GRAIN PIPE 12" OOX AND SETTER (2-INCH I r? `- T LONG STONE POCKET, VDOT MINIMUM THICKNESS) d-gA ir.'+"t „y,. �...a SPEC. 203. NO. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 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. 0 TOT LOT DETAILS NOT TO SCALE WIRED BACKED PROPOSED WOODEN RAIL TOT LOT FENCE N.T.S. FINISHED GRADE AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE VALVE F AIN TO RADE — 1= , BLE BRICK SUPPORTS OR SOLID CEMENT BLOCKS CRUSHED STONE TYPE "K" SOFT COPPER CORPORATION STOP NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL., SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R,V, AND FITTINGS, FOR WATER LINES 12" AND LARGER USE 2" A-R.V, AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-20 OPTION: VWVF (4X4 OR 3X4) CAN BE ADDED BEIVVEEN POST AND FENCE BOARDS IF ANIMALS ARE BEING CONTAINED PER OVVNERS REQUEST. 8' O.C.; TYP. PLAN 4 X 6 X 6 POST, 1" 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 OVUNEFZS REQUEST. FENCE COLOR BLACK �0 css ' • 6 �d�o z � z b O rn � � 1 "ON I 0 z n Ld F- < 'ON L�61 OCD a � Q a - H- an P hA ©. ED '0N w O_ V) � 0O I LLL.I z d a z n�1r d Q < Q n- ooa CU zoo < O t d (n Li a ' w < TD-35 Ua 0 y Q U — i /u_' _I W W a GV 0 an Z O U ° �� o \ C LL •- z r0n r Qrc Q w W J J_ Tv1 v s Q2 J 2 > Q w w c� w O r O 1 VQ Oo Q ? W co 'K Q L(i 2 C9 = cfl O� UN V W� O� x; cc cc _j LI co QL W y w L() o U 0� W CM w Z Woa Z C z O CL c#q) Z`n cc v L1J f�4 N z 1L7 O V z O V (D w Q fV CD r- 0 � CD O Z H NLzx of Jimmy L. Taggart Lic. No. "d 22841 �0- 04/17/2020 G SSIONAL E� a z (D < LU L ^J W � � z U) w m yr 1� Q ^J T� I..L + W O W CL cr Q ~ N_4 W S H w M o w A W F O Z W Qa 2 U) < w MW W w F-' G7 0 Q O DATE: 04-17-2020 SCALE: NA JOB: 8438 SHEET: OF 22