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HomeMy WebLinkAboutSUB201900170 Plan - Revision Road Plan and Comps. 2020-04-17SITE DATA OWNER: DEVELOPER: 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, & ASSOCIA TES 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 BEL VEDERE 2MA-2004-0007) STEEP SLOPES - MANAGED STEEP SLOPES - PRESERVED VACANT 4 DU/AC 4 DU/AC + 59 DENSITY BONUS CREDIT FOR MAINTENANCE OF EXIS77NG WOODED AREA (1.17 ACRES SEE LANDSCAPING PLAN) 4+(4 *0.05)= 4.2DU/AC 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) GARAGE FRONT LOADING GARAGE 18' MINIMUM FROM THE ROW (NO MAXIMUM) SIDE LOADING GARAGE 5' MINIMUM FROM THE ROW (NO MAXIMUM) BUILDING SEPARATION MINIMUM 10' UNLESS THE BUILDINGS SHARES A COMMON WALL MAXIMUM NONE REAR 20' MINIMUM, NO MAXIMUM LOT TABULA77ON 5 SFD LOTS 0.92 ACRES 38 SFA LOTS 2.46 ACRES RIGHT-OF-WAY 1.48 ACRES* TOTL0T 0.07 ACRES OPEN SPACE PHASE 5A 202 ACRES** (299 OF PHASE 5A DEVELOPMENT) FUTURE PHASE 5B 8.05 ACRES TOTAL 15.00 ACRES MAGISTERIAL DISTRICT RIO MAGISTERIAL DISTRICT STORYWA TER MANAGEMENT.• SEE VSMP SUBMITTED UNDER SEPARATE COVER. WA TERSHED: UPPER RI VANNA RIVER BOUNDARY SOURCE.- PLAT 'DIVISION OF DUNLORA "PREPARED BY WM. MORRIS FOSTER, LAND SURVEYOR, DATED NOVEMBER 1, 1985, REVISED DECEMBER 20, 1985, RECORDED AT DB 875 PG 331. TOPOGRAPHY- AERIAL TOPOGRAPHY FLOWN IN 2016 BY BELL LAND SURVEYS LLC. TOPOGRAPHY S77LL UNCHANGED BASED ON A SITE VISIT AND DESIGN PROFESSIONAL'S OPINION, THE SURVEY IS S77LL ACCURATE TO THE EFFECT THAT NOTHING HAS CHANGED. BENCHMARK: FIRE HYDRANT 455.10, RIGHT FRONT BONNET BOL I, AT CORNER OF FOWLER STREET AND FARROW DRIVE DA TUNM.• HORZ.: NA VD 88; VERT.: 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 n 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, LOT 30 FOR EXAMPLE) < SFA: 1 DRIVEWAY 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 LIGHTING: ALL PROPOSED LIGH77NG WLL NOT EXCEED 3,000 LUMENS EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE IN177AL -{ LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL = D/S7R1CIS AND FROM ADJACENT ROADS ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWA Y FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS R11111111] 1111111111111111 Iuu uuu uuuuuuuii mml� u uuuuuu uu Hull =MR uuuuuuuuuuuuii D.- -, V. Lm� - ME�k TMP 62 PARC L 16D AZO NO EVIDENCE OF A BURIAL SITE WAS FOUND ON SUBJECT PARCEL. VICINITY MAP 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 SITE IS NOT LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. GENERAL CONSTRUCTION NOTES PLAN NOTES - 2. THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES. CONTRACTOR SHALL VERIFY 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 IN 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 LEGEND 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 CG-6 JEEN ROLL -TOP - EX. 15" RCP EXISTING STORM SEWER 15" RCP PROPOSED STORM SEWER � I I � -33Z - 300 20 EX. EP EP EX. C&G CG-6 EXISTING SANITARY SEWER - PROPOSED SANITARY SEWER 10 PROPERTY LINE EASEMENT LINE CENTERLINE - LIMITS OF CLEARING AND/OR GRADING nor EXISTING SPOT ELEVATION + IZ.0 PROPOSED SPOT ELEVATION +12.0 EXISTING TREE DRIP LINE EXISTING TREE EX. 15' G/Ar\ PROPOSED TREE 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 APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT DATE PLANNING / ZONING ENGINEERING INSPECTIONS DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VA. DEPARTMENT OF TRANSPORTATION a 0 ti O y �m CV d 2 Q=) ZO U o +� Z -0) > ILL�O//�� Q J Vj Q �W i J_ a2 > < rc-� w w Oy r I O N Q -K Q L? W tq z C'3 = co U O co� 4 TF� y0 Q � W v 0 ) t2 O� y aW wo co U � � Z� O� W �T W ItI:T cY) It w Z Lu OTZ 0 EL W z 0 a V1 zo u 10, to r74 Ln z w 0 U z 0 U 0 w a 0 o 0 c5 z rI 0����D rO �JimmA v���,� 0�S Q z_ IY w Q J u , � z C) < Q ' w (l! m J U) i T Q Q J LL. = C) O w J Q z ' p En No r� W (D C) C) U Q Q Q U) O > X 0 1 JQ n/ Jw LL w In F- H U) C� Q O w DATE: 10-22-2019 SCALE: 1 ":1000' JOB: 8438 SUB: 2019-00170 SHEET: OF 22 r ■ ■ ■ ■ ■ :0 FUTURE PHASE STEEP SLOPES (MANAGED) STEEP SLOPES (PRESERVED) 95 (SOIL TYPE) SOIL LINE TYPE BOUNDARY LINE INFORMATION LINE BEARING DISTANCE L I N 81 '23'05 " E 26. 04 ' L2 S 29° 18'35" E 27.36' L3 N 71'0925" E 27.84' 10, 1` 1\\\\\\ � \\ \\\\ I C� / I I \\IIII\\ ' I' ;' IIIIIIIIIIIIIIIIIII II�III/I /lII III )I I ► � ,/ Illlll I/�r,/J l I ,,, n///II/ / //i/ / I I / / / \ _ ®• I I / / / , / / � /,// / If 111�L / / /®//'/, _, // , / //�//%ti///// / I� CLSTR� \ \ ® I I I I /�// / 67 I 11 I II'1111 111(/ �� 1 J I \ ® ®I— /— / /III _iir/_A " J _ I \ �/ \\\ - � ® I / 27� / I I ' III / �� �� //i/ ///%� //// f i IIII I I /''///J� �/ ® / ' BELVEDERE LAND ' / '- \ \ / // � I II I/ �\` // /�/ / //�/��/// / ® / HOLDINGS LLC / l I I I I I I / ri // / /� / J /�r/ TMP 62A3-1 VACANT ZONING: NMD I 1111I I , - - I 11 90.78 ACRES If ALL EX. SIDEWALK, CURB & GUTTER — \ FUTURE. I l I / I ON EAST SIDE OF FOWLER STREET TO / 1 I I PHILLIPS, E L & ANN P / I I BE REMOVED BELVEDERE/ / / / % / ' r \ rRESIDENTIAL PHASE 5B / ''//'/(/( \ �`O�D - \ LQ SdILTY�h PROPOSED TEMPORARY \\ \\ \\ 1 1 \ \ l l -SECONDARY ACCESS LOCATION IQ 27B--ems__ ` / / / • \.\ (SOIL TYPE ,i�b \-or \ T \ \\ \ 1 I I I \ \ I r / / \ _ — CL DIRT ROAD DASHED LINE INDICATES MILL & OVERLAY DOT WP 2 DETAIL ® � � 1 ®® � SLIIGC ®/\ �r's �® _ ® ® ® _ ®-PROPOSED STREET & PR NWATERLINE CONNECTION POINT � ® ——®\s! \® \ DIRT ROAD RTNEW O BE REMOVED \\ \ B-R BEL VEDERE INC \ - BM ELEV.- �� //� / BEL VEDERE LAND ®/ / / \ - _� I I I I \\ I 1w rront eornet J '�R `` ALL EX. ASPHAL T TO BE �® / / / / / / — — _ \ _ o I I PHI L L I PS, E L & TMP 62G-07E«+ 5 / \ \ REMOVED UP TO DASHED LINE HOLDINGS LLC ® ® / / \ , \ \ / r, I I I 1 I VACANT �/i \ / / /� ®r®� _ / fi I I I ANN P \\ \ \ \ \ ® \\ �\ / \ \ TMP 62- l 6D / / / _ _ /S� Er �I �� �.. / / / `� \ \ / , - ,,� / / / / / r \ \ \ \ \ \ -«8_ _ _ / ,' / / I I I TMP 62- 6A ZONING: NMD / _ \ / / lGN�y / \ \ \ OPEN SPACE / / ` — / ; / l RESIDENTIAL 2.18 ACRES ® �` / / �/ — / ' ' �/' //i' /�� `�\ �� ZONING: R4 - a G S ' ti / �`' \ \ / / 15. 0/ ACRES / ' ' ' �'\ \ \ \ \ \ - -43, ' ✓ / F1 If If 432_ �m (--y \ \ �- \ / PROPOSED _ o \ \\ \ £X STORMWA TER IsuN DISCHARGE AREA -42� ---_--,�-- / / II I Jill ® /- ' \ I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\ EX. SIDEWALK ON WEST 1 \ \ — — — -<22 I I� I 1 \ \ \\ \ \\ \ \o\ \ �• a �/ \ - SIDE OF FOWLER To \• s \ I \f \ I / / / \ \ \ \ _ / I I \ I I mo REMIAN, CURB & GUTTER \ \ /d 1 `f PROPOSED \? �\ I i / / - _ /V ,5 , o , \ \ - - - - - - \ \ \ I - \ \\ \ \ \ ✓ 1 SANITARY \ I \� ` I - -' �' / '� ` \ \ \ a l 1 1 ��N \ \ \ \ _ _ / / / I I I / 1 \ \ \ \ 3 REMOVED UP TO THIS \ � \ \� � _ / � 1 I \ \ \ / / I I \ , \ \ \ \ ` \ \\ \ \ \ \ I 1 I ) / , \ \ \ \ \ ,� POINT l ' / o \ \ I I \ _ — / / ,/ \ \ 2C BONDSTONE VENTURES LLC / / l % \ \ 1 I l �\ 4 \ r w \ / / 5 \� SEWER I I - - - /' / \ \ \ (SAIL TYPE) � / l I I- \ �� \ \® \ \ \ i �` \\ / / / a� \ (`\ , -- / ' \ \ TMP 62F1-D / /®/ // % \\� —"� _�' / l l l/ 11 IIII( I \ \ \ \ \ \ \ \ \ \ \ \®I I I I PROPOSED TEMPORARY \ \ \ ,� \ / ® - - \ \ \ \ — / \ - OPEN SPACE r /�� / - - - / / / l I I , I \ 1 \ > // I I s LI CONNECTION \\ / \ \ \ _ / / l / \ _ I I SECONDARY ACCESS \ \\ \\r� \ ! �i`' ' I \ \ \ ® I / \ I POINT \' - - \ \ \ / / / / � \ \\ \ i I \ \� '•• \ \ \ � \ ZONING: R4 ' I � I I I \ \ \ \ \ \ I / / \ -� \ \\ - �/ / - -�s- _ \ _If \ \ \ \ \ ®I I l / / , LOCATION CONNECTION \ ' \\ _ \ / \ \ \ \ -- - - --- \ \ — 7.09 ACRES � / / / / // � � — _ — \ \ — r / / %' '/ / / / I I I 1\\\ \ ®III l 1 I I POINT \ \\ \ 1 \ 1 \ \ I I I I 1III \\\ 1' ,IIII I I I , r I®► I , 1 1 I\ \ \ \- T\ ly / / \® \�\ / / i :/ / \ \ PG/ // �t-/�/L_ 1 _:E_ --- / a 0 � O U m OD rye. w N c) 2 z0 u g °� >o ~ � z ���/� Q J � W J J_ TV1 V� �Z >a r�ww r , C�Q OJo Q W K Qc\I Urn prAc OCI ` C3: < � V to Q � �2 ) fr Q x j CCCC OJ w aW w tq o „ U W O� W �rn C3 (y) 6, w w W z O z 0 0L C4 ZN V W o� Gn z 0 U z 0 W CD N CD N Q o z NtiTH OF Dj�� / r Jimmy L. Taggart Lic. No. 22841 W� 01� 04/17/2020 ti4w �`S'&; O N A L Q z > a Q w J Z O z a Q W 2 o J (� LL Q T J QLL W Q �LLJ = J U >_ ad DC J Q z a w N co w M U O W E- O J Q o a m w Z Q E- M w o DATE: 10-22-2019 SCALE: 1 ":80' JOB: 8438 SUB: 2019-00170 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 (1/4n 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 ° ° D ° D ° ° D ° D°IN \\� 1 � ° D 4 8. 3 x 0) - \ \LP00, O D D 1 8 - - - - AMPS 12:1 MVX I 48.8 \ I 48:1 IAX x47. T�� i 47.9 47.16= 48 IgAMPS 12:1 ItAX MAX ° D �8:1 ��\ 48 4 // RAMPS 12:1 MAX TRANSITION GUTTER PAN D 8 / SLOPE TO 20:1 MAX AT CROSSING (TYP) I I I I CO-12 I NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING; HYDRAULIC CEMENT SIDEWALK (DEPTH IN 1NCHES, AREA IN SQUARE YARDS) GENERAL NOTES: CURB WHEN REQUIRED (CG-2 OR GG-3 IN LINEAR FEET, 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 SUMMAR12ED 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- DETECTABLE WARNING SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS �48:, MAX RAMP 12:1 MAX APPROVED PRODUCT LIST NUMBER 72. 3_. 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 B" PLACED 1'CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR. MID -DEPTH OF RAMP FLOOR_ MINIMUM fA AN CONCRETE COVER 1'fz' • 10't 5. ROADWAY CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB TYPE A RAI.IPS 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 L CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH y OF THE SHARED USE PATH. 5' MIN 7 GCURBCRANPE LANOWOGFLOOR-SHALL EXTEND THE FULL WIDTH OF THE +S' 12 12.1 MAX S. CURB RAMPS WILL BE INSTALLED AND LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. CURB RAMPS SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. T YPE 8 9, RAMPS 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 THE BACK OF CURB. } 11. WHERE CURB RAMPS INTERSECT A RADIAL SECTION OP CURB AT ENTRANCES 12:1 MAX OR STREET CONNECT)NS THE DETECTABLE WARNING SURFACE SHALL HAVE 5.WN A FACTORY RACUS OR BE HELD -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB -SEE CC-124PS PAGES 204.06 AND 204,07 FOR METHODS OF kNSTALLING DETECTABLE WARNINGS ON A RADIUS. 4.MN AT , 2" HIGHER THAN EDGE OF PAVEMENT AT 1)K , SAME AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR TRUNCATED DOME u1 d❑ o 0 o d❑ v a d❑❑ CL U- d❑❑❑ d 0❑❑ 0 0 00 LANDING RAMP rj 0 0 0 00 0 0 0 00 0 0 0❑❑ + ❑ 0 0 00 0 0 0 0 000 0❑ 0 Ty ' 0 0 0 0 0 0 0 0 0 0 0 0 00 0 00 00 0 0 0 0 a 0 000 0 ' 5!.- % DF BA S IAA DIAMETER T ❑❑ p d 0 d d 0000 d 0 d 0 DETECTABLE WARNING UR AT BACK OF OB 0.9"-1.4" VARIABLE FULL WIDTH OF RAMP PLOtlR SEE NOTE 11. BASE DIAMETER _ _I F' PAY UMITS DETECTABLE WARNING TRUNCATED DOME DETAIL DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL \VC)O ' ACOPYY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION C G - 12 DETECTABLE WARNING SURFACE REFERENCE ROAD ANDBRIDGE STANDARDS (GENERAL NOTES) 105 $HEFT 1 qF 5 REVISION DATE 502 204 Ot 04/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 ,\ A PERMISSIBLE CONSTRUCTION *5 DOWEL, 8" LONG O 12" C-C JOINT S MIN. a � 10:1 10:1 y B IMF MAX M B � � J S 5' TRANSITION GUTTER PAN SLOPE A TO 202D:1THROUGH RAMP LENGTH TRANSITION GUTTER PAN SLOPE GUTTER PAN MAXIMUM SLOPE 20:1 TO 20:1 THROUGH RAMP LENGTH W-O" Min- k 4'-0" Min. BACK OF CURB 12:1 MAX. 4B-1 MAX. 20: 1 2-M[IN SECTION A -A PER MI55I5L E CON5TRUCTION JOINT SECTION 8-B 4' SQUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA 001 TYPICAL DESIGN TYPE A WITH BUFFER STRIP CG-12 J I I I-----J I -I I I I----- L-----I I L---- ---I -i ----- I-----J L__j-j I / K _ OD p J 12 4' SQUARE LANDING AREA OUTSIDE OF -TRAVELWAY SHALL BE PROVIDED FOR PERPENDICULAR CROSSWALK WITHIN THE O MARKED CROSSWALK AREA (TYP) \ Ln L (_O o 4U: -- MAX +12:1 33 D p MAX 6 _L �� Q) A6 63g 46.43 48: MAX / 12:1CD MAX 66 MAX 1 / 46 4 �� 46 / 4 46 5 46 D x / T) /03 CG-12 A 85 DOWELS, B" LONG �� PERMISSIBLE AT 12" C-C CONSTRUCTION JOINT 1 0 5' MIN. 5' fAIN ,,,......11I 12�1 MAX 12-1 MAX AMIN qq B= yyf21 MAK ,� y - J} RAMP RAMP WITH BUFFER STRIP [SEE TABLET A (SEE TASLEI�TRANSITION CUTTER PAN SLOPE TO 2071 THROUGH RAMP LENGTH 5• MIN TRANSITION GUTTER PAN SLOPE t2�5 TO 201 THROUGH RvIF LENGTH GUTTER PAN MAXIMUM SLOPE 20-1 121 MAX i S'-0" MIN SHAPE TO MATCH FACE WITHOUT BUFFER STRIP OF ROADWAY CURB BACK OF CURB 48 20, 48 -1 MAX,EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT LANDW, 46:1 MAx. 2 MN. SECTION A -A ANDIC 48:1 MAX- SLOPE SLOPE DETECTABLE WARNING SURFACE PERMISSIBLE CURB CONSTRUCTION JOINT �2 q pp" JOINT I ' SECTION B-B cRpARss - -- CON[7�TE CURB NOTES: rl ONE DIRECTION EXAMPLE INSTALLATION METHODS - 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ONE DIREC ON WITH BUFFER STRIP WITHOUT BUFFER NOTES: SEE PLANS FOR LAYOUT SEE SHEET 1OF $- 2- THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, 1, FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET T OF S. REGARDLESS OF THE SLOPE- 2. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING 3- GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 20-1 AT THE RAMP OPENING. Al� � �� (4'WIDE) REQUIRED AT TOP OF CURB RAMP- MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW 4. DIAGONAL PLACEMENT IS NOT PERMITTED- CONSTRUCTION. Y 3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 20:1 AT THE RAMP OPENING- 4. DIAGONAL PLACEMENT IS NOT PERMITTED. _=4 Rt 3 In In �o �U U CROSSWALK II C OSSWAK I� TYPICAL PLACEMENT TYPICAL PLACEMENT AT INTERSECTION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 1 5" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 B 12 5 10 15 B 14 l5 SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE- 1VE7E]T REFER DETECTABLE WARNING SURFACE \VIDOT ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS 1D5 TYPE A (PERPENDICULAR) APPLICATION REVISION DATE SHEET 2 OF 5 SHEET 3 OF 5 REVISION PATE 502 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 04/19 204.02 204.03 04/19 CROSSWALK 1 �\ p�7 .+•! 1 CONCRETE •� CROSSWALK TWO DIRECTIONS SMALLER RADII CROSSWALK WITHOUT BUFFER STRIP TWO DIRECTIONS LARGER RADII WITH BUFFER STRIP A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION CG-12 DETECTABLE WARNING SURFACE REFERENCE TYPE B (PARALLEL) APPLICATION 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 ELK r �'1 I JO NTISSIBLE CGNST, 4' TYP. d TRANSITION GUTTER PAN SLOPE 1 p d TO 20:1THROUGH RAMP LENGTH GUTTER PAN MAXIMUM SLOPE 20:1 TANGENT PLAN N � SHAPE TO MATCH FACE 5' OF ROADWAY CURE 2'-0" MIN. $'-P" MIN- 4•TYP- x' },h10, BACK OF CV 121 1 MAX_-41 MA 20 :1 48- 1 MAX. 2' MIN Jill •ti CIII -.,I a_: AT X .2" HIGHER THAN TyP• EDGE OF PAVEMENT AT `,K T, SAME AS TOP OF CURB SECTION A -A �� u CO-12 AT �K , 2" NIGHER THAN EDGE OF PAVEMENT AT X I , SAAE AS TOP OF CURB a a� V) In Ln L7� CROSSWALK EXAMPLE PLACEMENT AT iNTERSECTION WITH BUFFER STRIP NOTES: t. FOR GENERAL NOTES ON THE DETECTABLE WARNING "FACE, SEE SHEET 1 OF S. 2, THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE BUFFER STRIP MAY VARY TO MEET E%1STING FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE DIMENSIONS AND SLOPES APE AS NOTED. 3. THIS COMBINED (PARALLEL & P€RPENDICULAM DESIGN CA14 BE USED WITH ADJOINING BUFFER STRIP- LANDING AT BOTTOM OF TWO SLOPING SIDES WITH TY 5'141N. 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 201 AT THE RAMP OPENING. THE REQUIRED LENGTH OF A PARALLEL RAMP IS 5- DIAGONAL PLACEMENT IS NOT PERMITTED. LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. '(CATION A COPY - 12 ORIGINAL TSEALED AND SIGNED E C T A13 L E DRAWING W WARNING IN THE CENTRAL SURFACE OFFICE. ROAD AND BRIDGE STANDARDS RENCE C G �ELLL'7 105 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION REVISION PATE SHEET 4 OF 5 5C2 VIRGINIA DEPARTMENT OF TRANSPORTATION 04/19 204,04 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 1 13 15 S 1 15 1S V a4 0 y O U W No Q0 z0 U���°0 O> > LL - Z �O//�� Q J V1 Q rr W J J 2 06 > a Q Lu w _V V Q _j N Q Q2 Q� w c 2 C9 = co CN Thy yC9 Q It V ) L2 Q j OCc OLL Cc J I coCC v, OLW LJ L) y O w Q U N V) O OtiZ W a' W t M LLI z 2 O W I..L O) % z O F- a: Gn zN V w f�4 z LLJ O V ZD V 0 N w Q o N � O O tiTH OF Dj�� o � � U ? y Jimmy L. Taggart Lic. No. 22841 W� 'rO� 04/17/2020 �SSIONAL Q z CD QLU J n L Z 2 aw�Lu Q J LLJ 0 � � U I.<L Q J w 0- ? pq L) C-)� (N� Wmay/ a_ U Q Qw 2U) O J < 1..� 0� Mw W LU H U7 Q DATE: 10-22-2019 SCALE: 1 "=30' JOB: 8438 SUB: 2019-00170 SHEET: OF 22 8 / / �k5ly \\ �// / / / / �I �� . �5 fig.•, Xi p 62 5 y0NAr47 / lolol� — � I � �c� fI � N�R PRao ER � � \�Ny\AE I IN O t4 \M1;_10gNTIAL %�ANT1 R�MO N�N6�O�ES 50 0 50 100 150 SCALE: 1 "= 5 0' 470 465 460 455 450 445 440 435 430 425 420 VVVLLI\ J II\LL 1 )8' PUBLIC ROW ')3' FC TO FC r'%I Aw■ VA1■rlkwi 00 I 4p2 04 - 414 -- -4 \ ---418� 22 - /04/3-2 ` AID -424 -_----- 7Vp OLD/A/GS -4�2-46 OPN2 O a3 SPACE ----- -----------4- 0-24 ----_ -- -- 150'4R4 CRES �43 ' -SP38ACE - ,556 \� 43 440 CO \ 0 y - 444 \ — 2 — ry \ W � N � / N FOWLER STREET EXT PROFILE N DESIGN SPEED: 25 MPH HORIZ. SCALE: 1 "=50" VERTICAL SCALE: 1 "=10" � �� ��19■a■�Ll:�1I1>_�� �� 11111111M. 11911G1w111 � ■ � � �� ■�ti1 R.�>� L• :may (•!• —��� n � ' J � � �� ■�� IZ� C��i Cf� �I��.7� n � '■ _ - ����f,1© �ii11�11•ii■�i1�f� �L7��� n Ed ©_ �1■m*H.' 0 . . . . . . . . . . . . . 9+7510+00 11+00 12+00 MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: INSTALLATION OF ANY ENCLOSED DRAiNAGL SYSTEM BEFORE IT IS COVLRtD. 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 15+00 16+00 58' PUBLIC R-O-W I POINT OF 17+00 18+00 H/W 4" 3000 PSI FINISHED 4" 3000 PSI H/W S CONCRETE VDOT ST'D GRADE VDOT ST'D CONCRETE J. /\ 1 CG-6 1.5" SM-9.5 CG-6 3 w 1/4": 1 E— 1/4":1� 114": 1,": 1' 3 4" VDOT 21A ;o. 4" VDOT 21A 1 STONE BASE 6" VDOT 21A' BASE B" SUBBASE (21A) �` 6" VDOT 21A STONE BASE STONE BASE 3' BM-25 STONE BASE 1' 5' 6' 2' 19, 10, 2' 6' 5' 1' CONCRETE PLANTING TRAVEL LANE TRAVEL LANE PLANTING CONCRETE SIDEWALK STRIP 0.5' INCLUDING PARKING 0.5' STRIP SIDEWALK 33.5' 24.5' 470 465 460 455 450 445 440 435 430 425 420 TYPICAL SECTION FOWLER STREET (25 MPH DESIGN SPEED) N.T.S. 0 19ME0 zkc_)0 Hkc0 5 v g Y\51 00 / \ NOTES: 1. MAINTAIN A MINIMUM OF 3.5' OF COVER OVER WATERLINE. 2. ALL FILL AREAS ARE TO BE PLACED AT 95% COMPACTION. 3. MAINTAIN V MINIMUM VERTICAL SEPARATION BETWEEN STORM AND WATERLINE. 4. MAINTAIN 1.5' MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE. 5. 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. TRIP GENERATION PROPOSED ITE CODE DESIGN SPEED DU PEAK PERIOD RATE GPM VPD/ PER DAILY VPD PM PEAK TRIPS PM IN PM OUT IN OUT SFD 210 25 mph 23 9.44 63% 37% 0.99 23 217 137 80 SFA 230 25 mph 38 5.81 67% 33% 0.52 20 221 148 73 PROPOSED TOTAL 43 438 285 158 4" 3000 PSI CONCRETE V~ STONE BASE TYPICAL SIDEWALK SECTION N.T.S. A Ua 0 y O U r^ ci W CD D LN W 2 a � zo U z c5 m C) O� LL Z ��//�� O Q LLj �4) J J_ rcn V cn Q CC W W Z vQ 00 Q Q? Q� N �, M `W1 a� W Z O / X Q O LL y O Q. W W in ca o Q cm �w O W �rn co W Z z O 0 % a_ 1�1 z 0 F_ zN w o� z W 0 U z 0 U 0 W Q N C) n o 0 z j,TH OF vr�� 7 Jimmy L. Taggart Lic. No. 22841 4v 04/17/2020 � SIONAL Q z > W Q Lu W Z LO J Q E- U) 2 C� m w _j T Q Q w LL 0 I J W Q z a- � w OU O 06 W CND F_ a a- c 0 Q �86 Q J U Q a w � � O Q O_ DATE: 10-22-2019 SCALE: 1 ":50' JOB: 8438 SUB: 2019-00170 SHEET: 9 01 22 7�� TMP 62-16D OPEN SPACE ZONING: R4 15.0 ACRES / / ' � Ei1SPACE C / / / .aa2 _446- // / A PE\ �.p,II� CRT CESS / I I - - - Rp,RY RP �26-73 -2 o \ \ro" _• • �' \ , r- - - - - / i -3 076 r - w i ,\cbk / w \ 1 00 - -mow w � • 15 FOWLER ST12EET_(58' ROW) S20` 4T ,.61"E I - �17+00 --�/ / Q TOT A=32.1304R 260.00 CV / - \ CONNECT PROP. 8" /\\ �s \ 0�6 / �^ / ^ , �� \ / �9� / / -44CI WATERLINE TO EX. 8" . �/x ,-\/� ^\\\ \� °9 /// �� > ^ / WATERLINE @ STA. 11 +53- / > J BM ELEV.= 455.10- / Right Front Bonnet / Bolt on Hydrant- 1 -440` \ -450- Imo/ s e E�\��ol \ s, T = 524.39 \ \\\\ \ \ cP a• s \ \ 4 / \ L=482.57 C=373.74 2 8 I r�� \� \ / \Nc \ \ �o N \ \ / CD - - S36° 13 14 E 3� \ '--OPEN SPACE B \ / / R� PI STA = 16+15.16 _ - R \? A\\ �0�� \ ✓ \ `J� I\ I I \ \ NOTES: 1. MAINTAIN A MINIMUM OF 3.5' OF COVER OVER WATERLINE. 2. ALL FILL AREAS ARE TO BE PLACED AT 95% COMPACTION. TYPICAL SECTION ROAD A (25 MPH DESIGN SPEED) N.T.S. n-7n PLAN VIEW 50 0 50 100 150 SCALE: 1 "=50' FOWLER CIRCLE PROFILE DESIGN SPEED: 25 MPH HORIZ. SCALE: 1 "=50" VERTICAL SCALE: 1 "=10" Design ADT Average Daily Traffic, or VPD: 438 _ 470 Present Year: 2019 Design Year: 2020 465 Growth Rate (%): 0 Design ADT at Design Year: 438 460 Percent Trucks: 0 Design Traffic Volume: 438 45, 450 Design Pavement Index: I 11.9 445 Surface 44% Asphalt Concrete (SI413. orC) (Superpave S149.5A) Prime & Double Seal or Blotted Seal Surface 435 Intermediate Asphalt Concrete (1141Aor 113)(Su perpave I1v19.OA) 43C Base t Asphalt Concrete (BM-2 or Bluff-3)(Superpave BM-25.0) Full Depth Asphalt Concrete (BM-2 or 81-41-3) over Surface 425 Untreated Aggregate (21Aor 21B) Cement Treated Aggregate 420 Cement Treated Select Material, Type 11, min_ CBR=20 Select Material Type I & 117 non -plastic, min CBR = 30 Select Material Type 117 non -plastic, min CBR = 20 Soil Cement Cement Treated Select Material, Type II Cement Treated Sel ect Borrow Base 2 Untreated Aggregate (21Aor 21B) Cement Treated Aggregate Select Material Type 1, non -plastic, min CBR = 30 Select Material Type I & 117 non -plastic, min CBR = 20 Soil Cement Soil Lime Cement Treated Select Material, Type 11 Cement Treated Select Borrow Soil Support Measured CBR Resu€ts: 1 4 2 3 4 5 Measured CBR Average: 4 Design CBR- 4 Resiliency Factor 1 Soil Support Value 4 Total Proposed Thickness Index: 12.3 O Material Equivalency Min_ Max_ Thickness, (h) Value, (a) Inches Inches (ax h) 1.5 1.67 1.5 3 2.5 0 0.84 0.0 0 1.67 2 2 0.0 1.67 3 5.0 3 0 1.60 6 0.0 1.00 6 4 0.0 0 1.67 6 4 0.0 0 1.50 6 4 0.0 0 0.84 6 4 0.0 0 0.60 6 4 0.0 0 1.00 6 4 0.0 0 1.17 6 4 0.0 .0 1.00 6 4 0.0 8 0.60 4 8 4.8 0 1.33 4 8 0.0 0 0.50 4 8 0.0 0 0.40 4 8 0.0 .0 1.00 6 8 0.0 0 0.92 6 8 0.0 0 1.17 6 8 0.0 0 1.00 6 8 0.0 Total Proposed Thickness Index: 12 3 /I Ua 0 rn O U W ,L LI Nm N 0 2 Qo z0 Ir 0 Q Of > LL z QV� L 2 0LU >a rr w 'w w to r 4 dd I V Q Oo 0 Q QK Q W Urn (:)Cc N � Q T by Wr Lu � V ) 42 M Q LL J o� Cc -j Vj a 4W tq w o Q U uj z o U O� W �rn M w 2 W z O Q z 0 a zN W O� z w O U z 7) 0 U 0 W a N N o CD 0 0 z OF Dl�� r Jimmy L. Taggart Lic. No. 22841 rTi4 o,, 04/17/2020 sew �`SSIONAL G Q Z c� LLJ LO J 0� QI Z a W C) w O r � co f� Q > = JLL LU O W J � Q � 1.4 w w LL D D CV o �' w (0 I__ Q w Q 2 - a J � ¢ O mw W w U) c� Q O DATE: 10-22-2019 SCALE: 1 ":50' JOB: 8438 SUB: 2019-00170 SHEET: 10 OF 22 510 505 500 495 490 485 480 475 470 465 460 455 450 445 440 435 430 425 420 415 410 405 400 FIRE ROAD FOR ADAMS (1) PROFILE DESIGN SPEED: 25 MPH HORIZ. SCALE: 1 "=50" VERTICAL SCALE: 1 "=10" M O O LO Il � 00 LO IRT LO � N 00 't IT I-- LO N O LO f` N O O Nt Co N 0) 00 N co M O C0 1 O LO � M O LO CO LO N 0) 00 (O O C0 O 00 O fl O Co N LC) N CO LO O O It N ti ti co f` M co I-- LSD 0') O CO LO I` O f` M < 00 co 00 fl- I— M LO LO O 00 N O O O O M T-: M T-: N 6 N (O N M O O O 6 cM O L6 O O M N op O 6 O r I` o0 4 cyi 1 00 LCj 04 [` c0 4 c7 T-: 0i LO LSD L() LO Ln LO LO LO LO LO Lo LO LO LO 1�t LO 1�t LO It Ln NT It co Ict N "t "t co Nt -t --�t LO Ln Co (.0 CO C0 f� I` < I` 00 00 00 00 00 00 00 00 00 I` It IRTd 9+7510+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 510 505 500 495 490 485 480 475 470 465 460 455 450 445 440 435 430 425 420 415 410 405 400 23+00 1 1 1 11 1 _ = 1 I POINT OF FINISHED GRADE F— 1/4": 1' 1/4": 1' —� �'• 5 5 1 T7VOOT TIA 2 B. 1 2 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) �I Ua 0 � O W�. m N W NC) 2 z 0 0 U��°o O> > LL_ Z J Q rc W J J_ rV1 �2 > < Q� J CC w v- w r VQ Oo Q Q? Q � W Urn p� N C T 1� Lu Q V M ) �2 Q Cc 0 CC � LL Q. W w Ln to O U rc O� W �rn u M rnIt w Z z W O O a_ W z 0 a C4 zN u w oM A4 z W 0 u z 0 U 0 W a N N o 0 o z �,otiTH OF Dj�� / r Jimmy L. Taggart Lic. No. 22841 s 0� 04/17/2020 l��v �SSIONAL i'�p Q z CD IY > Q Q w O LO Q W ( 2i w w f� -0 J � m w J Q >- Q LL LLI ~ a J < Z W 0 U E- �S W Q o W 2co 1-4 Q - X o w o � W Q � m wcl) � o c� Q 0 DATE: 10-22-2019 SCALE: 1 "=50' JOB: 8438 SUB: 2019-00170 SHEET: OF 22 12 7�� s I 45 45 44 44 460 455 450 445 440 94 — — , GRADE ---E)PSTING 75 10+00 11+00 12+00 13+00 14+00 15+00 15 SIGHT DISTANCE PROFILE VIEW - SD1 460 455 450 445 440 75 5 0 — ---- ----- — — — — — — -- 5 0 — +75 10+00 11 +00 12+00 13+00 14+00 15+00 15 SIGHT DISTANCE PROFILE VIEW - SD2 OPENSPACEC OPENSPACEA �. ` c SAN Z� . SEWER ESMT ko i 1 0 SD ING pftFA B ORES iM NSEANMO 0 p7 A \\ © Ie 1 ERN PR201 � 3• / Sr TMP6 GNTIAL \ SIOE NM ZONING:GRES 0.16 A �p.2 \ \ \\\ \ \\ \\\ EW BE�VEOE N1L Al/ // sr RESIDE ® \\/ NMI, 0 \ Z AP Q / / \ U --- \ \ �� \\ \ E o IN � SCALE: 1 "=50' \�yy \V W 13 GL I-199 TIAL \ A \ NEW \ m u z N• `�� , > I/ \� TM PANT NMO ?� d �� o \'\� VAONINO: RES oN n N ry N \ \� 0.\� AG ERTy L.LLC\ OTNERN 0Ro19NTIAL \ \ S p62G ESIOE �- \•\ !\ \\ VAONNNGRN 50 -\ \ OPENSPACEB n c SIG14T DISTANCE RIGHT 280, A'] 460 455 450 445 440 75 NOTES: 1. SIGHT LINES THAT CUT THROUGH LOTS, DECKS AND/OR FENCES MAY NOT BE BUILT AS THEY MAY CREATE SIGHT LINE OBSTRUCTIONS. 2. STREET TREES LOCATED IN THE SIGHT DISTANCE EASEMENT ARE TO BE PLANTED SO THAT THE MINIMUM HEIGHT OF THE LOWEST AUXILIARY BUD IS & 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. /I Ua y O U L - CV C) Z Q Z:) z0 U �� 0 •- LL r��/� Q LL z J_ V1 Q CCW J02 rww OCO Q > UQ 00 ` J2 cr C\l Q WCO pcc Urn 1 CV C) -'T V �O Q It uj Z =L cr Q O� OJ LL cc rc aW w o Q U c zo W 0r- 2� Z c� �Lu w Z z W O O W z O a zN U, w Ocl fYi z w 2 2 O H z O U LU 0 N NO o 0 r-I O z O�o����D )7 Jimmk4��� 0'S Q z w J '' ^^ L J cl� Z Q W w J m IZ Q JLL O � J Q� W W 0- ::) OU z Z � E- LLJ U Q � Q W 2 Q p Jx Q W 0� H- m w U) Q 0 DATE: 10-22-2019 SCALE: 1 "=30' JOB: 8438 SUB: 2019-00170 SHEET: OF 22 13 7�� 465 460 455 450 445 440 435 430 425 420 415 410 94 460 455 450 445 440 435 430 425 420 415 9-t STORM 12 -> 3 PROFILE HORIZ. SCALE- 1 "=30' VERTICAL SCALE: 1 "=10' 0 11 12 460 460 �7 �I■ ■'ZI1111.`1■11■!1C•_111i■■-'1•■■w �■■ i��ii Im�� J � mo■w ��i i7 mrl■� MENEM 75 • •• •• 455 455 450 450 445 445 - 12" HDPE @ 4.78% 440 440 435 435 430 430 425 425 420 420 415 415 n 410 9_f STORM 13 -> 6 PROFILE HORIZ. SCALE: 1 "=30' VERTICAL SCAL � "=10' (D 13 -I�r■il■ill�i �1.91 i i t� li lilJ'.9 GI � I� 460 455 450 445 440 2" HDPE @ 0.53% 435 430 425 420 415 410 STORM SEWER 1 -> 10 PROFILE HORIZ. SCALE: 1 "=30' VERTICAL SCALE: 1 "=10' 5 (D 46 46 45 45 PROP 44 44 43 43 42 42 41 9 STORM SEWER 14 -> 5 PROFILE HORIZ. SCALE- 1 "=30' VERTICAL SCALE: 1 "=10' 465 460 455 450 445 440 12" HDPE @ 3.00% 435 430 425 420 415 45` 45( 44` EXISTI 44( 43` 43( 42` 42( 41` 9 STROM SEWER 15 -> 4 PROFILE HORIZ. SCALE: 1 "=30' VERTICAL SCALE: 1 "=10' 9 (1-0) m� _, ■� _ II7 - mlla� _ . 0 _, MIN ��! mm _ Gib ■Y� .. W-4 W •• ■[� �■ " mm - ■Imp - � - [9 ■'J !■ - G� - r - G� SEE MEN! ME � m■■ :: gym• � III[a w ���.Italut�:lc1:�i.mw ;; m ■■ ■� e ■� r_� ■■ N - mw m�INME111111 MF_i r-�_ •F� •� •r-� o mr ��_ •m •� •�� ' �_ m� �_ �_ m■ mm■ m m� m■ ml mm■ m_ m1 U MENm� ■ ml mm■ m M mw�■I m■ Enaa �MINE! m■ ml mm1••i}l �••■f ■■m•�- K.q■� \mom m■ ml i mm ma■ - �■■■ ■■■�r■■� �� MEN 0 m�■■m■�L7■■■ ■■■ 1■■�i:�l:� m �= ..... Mm MEN OEM 120�� _ _�mR ■■���■■� . . . . . ��- m�■■�mm■■■r _ ■ • G . �■■■-II■■- = i i.1A711\l�i�f�I.1iJ� m■■■m■rmm■■■mml ■ ■ ■■■ m�■■�mm■■■� ■■■-�I■■� M■■mmmm■■■mml ■■� ■ice ■■■ _. • c GYy. m�■■�mm■■■! --iC■ i5■� MISSION ME■m■■mmmm■■■mml ■■� ■■m ■■■ ' '' -�S■��iii 0-0 Fw_MISSION � ■m■■■mmmm■■■mml ■■�• ■■� . , . 1 • CLI[:�.Y�■■■ �■���Jm�•S m1 �1•� ■m■■■mmmm■■■mml ■ • n .. '. ■■mL•li %' `' : • • ■■� 1lSi mm■ �rz�mmm•4 m1 Ci�:[!1■ - ■m■■■mmmm■■■mml - - - - ■■� If1� ■ll - min =m m1 6.� 1 • r ' ■�■■��■■� lTI� ■■I• ro A ml ■� � =�■:�ZmiTiGS� ■"ice -� ml - - - - - - mm■��m� ml f=� 1 ■�■■�=�■'■� i m■ ml mm■�r••�m� m1 E� �■1� ■m`Gim��� m■ ml mm■��m� m1 Fi mom:•;':::'■- ■�w�� � m■ ml mm■���m� m1 �� mom :'-is%►%■ �mm1 Cimm■[Z' �!l!, m■ ml ml FF� mi>�I■fllr Fm•mm■©mr�a���'��i�����iw.�ir� � m■ ml mm■�I��m� _ ml F� ml�l�ll■ice ■m�w�� � m■ ml mm■�L►'m� m1_ r■� r.r.r.r0INW.11101NONNI m•wl■�� w w mm■�mm�m� �■ I� MEN! MINE � � wF�mL�■ a3� me^ � mm■ m�� � mr• � MEN! I MEN ��PRM mil_ • - l■., .. ., G■<:. _ ■� mw . - • l'■itaiy Gil•S ..1• mli: il: miri Y ■I■ � !J m[9 ■Im■■ ■m■Imm mm ml9 m 0 � mo I� vl■Imm L7 ml mm■ m �- C� � • m■■ w■ �ss� 1:>� ■u • mml■ • m 17i � -� MOM- -R ® Cf a Cml mm e� s■ ml;aw�=LZl� . ® - m 455 450 ROPOSED RADE 445 440 12" HDPE @ 1.00% 435 430 425 420 415 465 460 455 �SED GRADE 112 HDPE @ 0.60% 440 435 430 425 420 415 410 1 1 1 ■1 •1 1 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 T MINIMUM VERTICAL SEPARATION BETWEEN STORM AND WATERLINE. 4. MAINTAIN 1.5' MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE. 5. MAINTAIN T MINIMUM VERTICAL SEPARATION BETWEEN STORM AND SANITARY SEWER. 6. VDOT STANDARD IS-1, INLET SHAPING, IS REQUIRED IN ALL STRUCTURES HAVING A 4' OR GREATER DROP. 7. INLET SHAPING IS REQUIRED AT ALL INTERSECTING MANHOLES: STRUCTURES 3, 4, 5, 6, 32, 33. 8. VDOT STANDARD ST-1, SAFETY STEPS, ARE REQUIRED IN ALL STRUCTURES HAVING A DEPTH GREATER THAN 4'. 9. VDOT STANDARD SL-1, 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 VDOT 2-YR LD-204 STORMWATER INLET COMPUTATIONS VDOT 10-YR LD-229 STORM DRAIN DESIGN COMPUTATIONS VDOT 10-YR LD-347 HYDRAULIC GRADE LINE COMPUTATIONS Line No- Inlet ID STR # arrig Area (ac) Inlet Tirni� (min} i Inlet (inthr) Runoff Coef# (C� Incr Q (cfs} Q Carry (cfs) C7 Capt (cfs) Q Inlet Byp Eff (cfs) ("M Curb Len Oft} Junct Type Gutter Slope (ftlft} Gutter Width N Cross S1. Suv (ft1ft) Cross SI, Sx (ftlftl Gutter Depth (ft) Gutter Spread (ft} 1 2 0 16 5.D 4.00 0.74 047 000 0.33 014 . U ? 50 C:jrb 0 016 2.00 0.030 0.020 0 16 9r, 2 3 0 13 5.0 4.00 0.62 0 32 0.08 0 30 0 11 74 2 50 Curb 0 016 2.00 0.090 0.020 0 15 1 3 4 0 14 5.0 4.00 0.65 0.36 0 11 044 4 03 94 4.00 Curb 0 016 2.00 0.080 0.020 0.15 4 5 0.50 5 D 4.00 0.55 1 10 0 18 128 0 00 100 10.00 Curb Sag 2.00 0 080 0 020 0,24 594 5 6 026 5.0 4.00 0.70 0.73 004 0 61 0 15 80 4.00 Curt} 0.021 2.00 0 080 0 020 0.18 2.82 6 7 0 10 5.0 4.00 0.77 0 31 0.00 0 27 0 04 87 2 50 Curb 0.010 2.00 0.080 0.020 0 1+4 1 8D 7 8 a 00 0 0 0.00 0.00 0.00 .-. MH 8 9 0.21 5.D 400 0.79 066 0.00 0.66 0 00 100 6.00 Curb Sao 2.00 0 080 0.020 0.22 4 8 9 10 048 5-D 4.00 0.67 1.29 0.00 1 29 0 0D 100 6.00 Curb Sag 2.00 0.080 0.020 027 7 50 10 11 0 15 5 D 4.00 0 71 043 000 034 0 08 80 2.50 Curb 0 010 2.00 0 080 0.020 0 16 2 15 11 12 039 5 D 4.00 0.78 1 22 0.00 065 0 56 54 2.50 Curb 0 010 2.00 0 080 0.020 023 5 54 12 13 035 5 0 4,00 0 74 1 04 000 0.96 0.03 93 6.00 Curb 00,21 2.00 0.080 0.020 020 3 76 13 14 024 5 D 4.00 0.78 0 75 0.08 0 82 000 100 6.00 Curb Sag 2.00 0 08G 0.020 023 5 56 14 0 1 5 0 4 00 0.79 0.54 014 0.68 0.00. 100 6.00 Curb 0.016 2.00 0 080 0.020 0 18 : C, Line No. Inlet ID STIR # DnStrn Drng Ln NcF Area (ac) Inlet Time (min} Tc i SV'S (mill) (4Plhr) Flow Rate (cfs) Inver[ Dn (ft� InvQrt UP (M Linn Length (ft) Lino Slope (%) Line Size (In} Capac Vel Full Din (cfs) (ft,`s) PipC Travel (min) 1 .2 Outfall 0 16 5.0 72 6.04 13.92 432.00 433 21 109.496 24 25 76 5.17 0.42 3 1 0.13 5.0 7 1 6.07 13.27 433.31 433.47 27.244 0. 59 ?4 18.73 6.47 0 11 3 4 2* 0.1 4 5.0 6.6 6.20 10.50 433.57 43415 92.0-53 0 63 24 19:45 5.29 0.47 4 5 3 0.50 5.0 64 6.20 9.19 434.65 435.07 63.374 0.66 18 9.26 5.97 021 r 6 4' 026 C. 6.1 6.35 6.38 435.17 435.59 64 125 0 GS 18 R 21 3.61 0.30 6 7 5 0 '10 .: 0 5.5 652 368 436.09 438.62 156.463 1 62 12 4.91 4.69 0.56 5.4 6.56 3 20 435.72 439:01 29.041 1 00 12 3.86 5.30 012 8 9 7 0 21 5.2 6.62 3.23 43911 439.68 48.567 1 17 12 4.18 5.82 0.20 9 10 3 4-48 S -s' 5.0 670 2.15 439.78 440.00 36.197 061 12 3.01 3.86 0.22 10 11 2 0:15 5.0 5.2 6.62 2.72 433.57 437.14 72.816 4.90 12 8.54 3.46 0.35 { ; 2 10 0.39 5.0 5.0 670 204 437.24 439.00 36.742 4.791 12 8.44 409 0.24 12 13 5 0.35 5.01 5.0 6.70 1 73 43609 4,16. 3 27 171 0.52 12 2 77 221 021 13 14 4 0.24 50 5.0 670 125 .435.67 436.49 27.283 301 12 6.69 160 0.28 14 15 3 0.17 c. 5.0 670 0 90 434.65 434.94 29.317 0 99 12 3.84 1 64 0.43 Station Len Drny Area F{noff casff Area x C Tc Rain (1) Total flaw Cap full Vol Pipe Invert Elea Din ;Up HGL Elea Din Up Grind Rim Elev PIPE NAME Line Incr Total Incr Total Inlet 5yst Sire Slope do Up Li Line (ft) (ac) (ac) 1c) (min) (min} (initir) (cfs) (cfs) (ftfs) (in) (OM (ft) (f1) (ft) (ft) (ft) (ft) 1 End 1 D9.496 0.16 328 0 74 0 12 2.30 5.0 7 2 6.0 13.92 25.76 5 69 24 1 11 432.00 433 21 433.60 434.55 432.00 445.52 2-out 2 1 27.244 0.13 3 12 062 C 08 2.18 5.0 7 1 6.1 13.27 18.78 6.28 24 0 59 43331 433.47 434.55 434.78 445.52 445.56 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 5.42 24 0 63 433.57 434.15 434.78 43531 445.56 443.96 4-3 4 3 63.374 0.50 2 14 055 0 28 1 47 5.0 6.4 6.3 919 926 5.97 18 065 434.65 435.07 435.87 436.29 443.96 443.46 5-4 5 4 64 125 0.26 1 40 0 70 0 18 1.01 .5.0 5.1 6.3 6.38 9 21 361 18 0.65 435.17 435.59 437.12 437.32 443.46 443.97 6-5 6 5 156.463 0.10 0.79 0 77 0.08 056 5.0 5.5 6.5 3 68 4.91 5 02 12 1 62 436.09 438.62 437.62 439.44 443.97 447 51 7-6 7 6 29.041 0.00 0.69 3.00 000 049 0.0 54 6.6 3-20 3.86 5 13 12 1 00 438.72 439.01. 439.44 439.78 44751 447.63 8-7 S 7 48 567 0 21 069 079 0.17 0 49 5.0 5.2 6.6 323 4.18 540 12 1.17 439 11 439.68 439.78 440.45 447.63 448.49 9 8 9 8 36.197 0.48 0.48 0.67 032 0.32 5.0 5.0 6.7 2.15 3.01 4.01 12 0.61 439.78 440.00 .440.45 440.63 448.49 448.31 10-9 10 2 72.316 0.15 0.54 0 71 0 11 041 5.0 5.2 6.6 2.72 8.54 4.62 12 490 433.57 437.14 434.78 437.85 445.55 447.82 11-3 11 10 36.742 0.39 0.39 0 78 0.30 0-30 5-0 5.0 6.7 2.04 8.44 4.08 12 479 437.24 439.00 437.85 439.61 447.82 447.53 12-11 12 5 27 171 0.35 0.35 074 026 0.26 5.0 5.0 6.7 1 73 2 7-7 2 21 12 0.62 436.09 436.23 437 62 437.67 443.97 443.97 13-6 13 4 27.283 0.24 0.24 0 76 0 19 0 19 5-0 5.0 6.7 1 25 6.69 204 12 3 01 435-67 436.49 437 12 437.10 443.46 44345 14-5 14 3 29.317 0.17 0 17 0 79 0.13 0 13 5.0 5.0 6.7 1 0 90 3,54 1 2.37 1 12 0 99 434.65 434.94 43531 435.34 443.96 443 a1 115-4 Ua 0 � O U w � 00 rye. 'N d 2 20 U g o� o O o) > LL z Q w Vj Q CCW J J_ aZ UQ CC W 0to w O 'V V O N Q QK Q LO W pz U rn N C)Thy to Q It V L2 frxQ ) �.1 Cc cc _j It Q. kt mil L0 IK to U o � z� � MM Fr■■1 W � rn �IT �w A W Z z o W O z O i= a rA zN U w O� 0 f�4 z w 2 2 O U F_ z O U 0 w N o 0 � L L(ZZ; j OF Pr��. Taggart C No.841 Al7/2020 S�,wNAL "�G Q Z_ U > Z W O ' ^ J L Q w Q W m T Q Q � J LL � = U O � J < Z w =) CV o 0 oZj w Qu 1.-04 Qa_U Q 04 Q W O JQ W H 0 0 Q O_ DATE: 10-22-2019 SCALE: AS SHOWN JOB: 8438 SUB: 2019-00170 SHEET:�_15 OF 22 7�� SANITARY SEWER LATERAL SCHEDULE m-ELEVEDERE SANITARY LATERAL SCHEDULE 0219M20 Ato B Invert In Pe roent of Pipe Length From Str Lateral LeWth Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. " Lot # tM.72 2.7ff f 32 2? 10 433.43 430.00 4.57 31 a2 10 433.SB 437.00 3.02 Bto c Invert In Percent cf Pil.e Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. " Lot# �2? -- 1 10, 35 23 52 437.09 446.00 8.91 36 57 48 437.35 446.00 8.55 30 13D 10 436.60 43T.0 0 DAD 37 71 47 437.52 445.00 7.48 38 102 49 438.00 445.00 7.00 29 145 10 437.79 43&00 -1.79 C In%ertIn Percent of Pile Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. " Lot # 438.02 28 13 �36.56 445.00 8.44 CtDD InvertIn Peroe ntofPipe L e n g th From Str Lateral Length LateralInvert Basement Floor Diff. Between BFandLat. Inv. Lot # 43B.22 0.519fi 27 ? 10 436.56 445.00 9.44 26 10 438.26 445.00 6.72 39 49 439.10 445.00 5.90 25 - 10 439.40 445.00. 8.f'i0 40 - 53 439.37 445.00. 5.63 D Invertln Percent of Pile Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 43B.78 _= 437.32 445.00 7.E 22 '37.32 445.00 7.£.8 DtoE Invert In Pe rce nt of Pipe L eng th F rcm Str L ate ral L eng th Lateral Invert Basement Floor Diff. Between BFand Lat. Inv. " Lot # 43?.B8 " E7}� 22 y7 13 439.49 445.00 5.51 41 30 49 440.38 445.00 4.62 21 50 10 440.10 445.00 4.90 42 52 49 440.97 445.00- 4.03 20 73 10 440.72 446.00 5.22 43 rE 51 441.62 441G.(10' 4.38 E Invert In Percent of Pipe Length From Str Lateral Length Lateral Invert Basement F I c c r Diff. Between BF and Lat. Inv. " Lat # 429.71 19 if) 25 4A6.00 5.75 E to F InvertIn PeroentofPipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. Lot # 429.91 1.93% S 10 442..19 446.00 3.82 - 10 442..64 446.00 3.36 F InvertIn Pe roe, ntofPipe Length From Str Lateral Length Lateral Invert Basement Floor Diff. BeNveen BF and Lat. Inv. Lot 4- 10 441.78 447.00 5. 7 7 if "Z. 442.0T 447.00 4.93 Bto G Invertlre Percent of Pile Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and l at. Inv. Lot # 433.97 1.7f?- 2A n: -:' 437.28 7.00 9.72 3 436.6T 439.00 2.13 470 BLVD PH 7-3 A B SANITARY SEWER A-G C D E F 470 465 0 2 = 2 2 2 465 a_ 460 460 455 455 450 450 445 445 440 440 bl _ 26 ®1.93% 435 435 430 430 425 425 in o � 420 420 .. , . 415 415 O 0 v r�� = 410 ov Lo o My N 410 00 d- r` a0 O) o cDeq o0 M M ' t7 r7 r7 � O N N II + + + 405 r7 405 HTi Z Z 71II F > > > > > > 400 cn z z cn _ _ cn _ _ 400 9+75 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 HORZ SCALE 1:30 VERT SCALE 1:10 475 B G SANITARY SEWER B-L H 0 OK 475 I O cfl � 2 2 470 470 0 rz 465 465 460 460 TIME rPADF 455 455 450 - - 450 445 445 o' ° 440 c� . ° 440 r 0 N 435 435 430 430 z X .. 425 425 0 0 o a, L .6= tz .. 420 o co r- rn N r7 420 r� M r7 r7 t7 O Nr7 r O 415 415 z II II II II 410 cn___ cn» �� cn_ 410 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 NOTES: 1. MAINTAIN A MINIMUM OF & 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 0 y O U n = o D N Z Q� O � Mr�� g �to V �O O z r�Q LLI 4 rc W J J_ rcn V1 �Z > Q Ww COcr O r , Q C)Q OJo Q ? Q Q L17 N '''''' y �, Q � W V ? � Q O� LL Qcc cc J W w Lo IK U cm co F- O z O� L co �W 2 z � O O Z 0 d CA a' z� OR w Ln Lu 0 u z M 0 U 0 W N O N O o z r, 414 NP,D > Jimmy'� �'0.� 04SS Q z U W > -j E- u J J z 2 Q w � J U m T H Q W o J Q z W a_ ::) w w ° o � 06 w Q Q x 0 Q w W O JQ LJJ w m U) z a � O DATE: 10-22-2019 SCALE: AS SHOWN JOB: 8438 SUB: 2019-00170 SHEET: OF 22 LEGEND \ \ \\ \ STEEP SLOPES (PRESERVED) SCARLET OAK zz 0 0 SHADEMASTER THORNLESS HONEYLOCUST _____------ . — — — — — — — — — — 0 VILLAGE GREEN ZELKOVA /' SEE SHEET 19 FOR ADDITIONAL NOTES & DETAILS \ \ � \ � \ \ \ I I I \ I � / I I I I � I I I I � ►III I I l II / l / // / // / � /� /� � ,,, __—__ —\ \ �� / / ,_— I S\ \ �\ \III 18 `-304 \ \ `\\ \ \I1I I � \) I i� / \ \ \� ' i' _ \ `3S w 0// / / I I TREE SAVE I I I I I I I I I 4,019 SF I \ \ \ '► \\ \ \ \ 1 / I I I I / I I I I 1 � (DECIDUOUS TREES) BELVEDERE LAND HOLDINGS LLC TMP 62A3— I VACANT ZONING: NMD 90.78 ACRES �A3 A / vv vv v v\ vv v v vv v v v v v TREE SAVE// A° \\ \ \ \ \ \ \ \ \ \ \ \ \ 46,962 SF DECIDUOUS TREES I I / / / \_ I I I I I I I I / I I I / \ I / / c6 11 -- 1. 00,1 D` , I / �, I I I I I I I I I 1\\ I I ► H I I I , ' / , ,l I I / ► I I ► , I , \ � l i / I I 1 ► I I I ATCH LI; El- 30 0 30 •1 •1 A U< a 0 cn W�. � m - L N 0 Z z0 zo °Co a, Q^ > LL �Q CC W Jz J J J QLZw� rc CO w r' 0 V Q of o W Q J Cc N co 2 Urn N O z� o� °C Q 0 LL x co a W co w Ln 0 a z0 W z o� W �rn A �It w 2 w z o W Q 04 z 0 rn U zuj w O� F- Lu U H Z 0 U 0 N w N Qrl a 0 TZ- 4�'PLTH 0p DI�� Jimmy L. Taggart Lic. No. 22841 4W 04/17/2020:;' �S'S 10 N A L E�� g z (D QLL1 �n Z LO O w Q � 2i w Q ��w VJ T Q = J Lu LLL W 0 J Q z W D z 06 W 0 Q Q Q W : Q� a U pi W in U z 0 ry DATE: 10-22-2019 SCALE: 1 "=30' JOB: 8438 SUB: 2019-00170 SHEET: 18 OF 22 r County of Albemarle Conservation Plan Checklist -To he placed an Landscape Plans (Hnndbook, pp 1II-284-111-297 for complete specifications) I. The following, items shall be shown on the nhtn: 0 Trees to be saved; m Limits of clearing (outside dripline of trees to be saved): 0 Location and type of protective fencing: Gd Grade changes rNuiring tree wells or walls; EA Proposed trenching -or tunneling beyond the limits of clearing. 2. Markinee: All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. m No grading shall begin until the tree marking has been inspccted and approved by a County Inspector. 3. Pre -Construction Conference: free preservation and protection measures shall be reviewed with the contractor on site, 4. Eaaipment Operation and StoraEe. Ed 1lcavy ealuipntcnt, vehicular traffic and storage of construction materials including soil Shall not be permitted within the driplines oft=s to he saved, S. Soil Erosion and Stormwater Detention Devices: Such devices shall not adversely affect trees to be saved. 6. Fires- 9-Fires are not permitted within 100 feet of the dripline of trees to he saved. 7. Toxic. Materials. Taxis materials shall not be stored within 100 fcet of the dripline of trees to he saved. 8. Protective I'encin : Drees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. m Fencing shall be in place and shall be inspected and approved by a County inspector prior to grading or construction. 9. Tree -Wells: lYl When the ground level must be raised within the dripline of a tree to be saved, atree well shall be provided and a construction detail submitted for approval, I& Tree Walls: �he ground level must be lowered within the dripline a tree to be saved, a tree ivali shall be provided; and a construction detail suhm�tted for approval. It. Tren h hig and Tuunelin ; When trenching is requited within the limits of clearing, it shall be dGne as for away from the: trunks of trees as possible. 'funneling under a large tree shall be eonsidered w an altemative when it is anticipated that neeessaty trenching will destroy feeder roots. 12. Cleanu L`r[ Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: Damaged trees shall he treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO OWNER SIGNATURE WITH THE CONTRACTOR ON TREE CONSERVATION (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 511106 Page 1 of,' 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 Ua 0 y O U � C)m U- C11 2 Q zo U� 0�Mo C> > LL O ~ w Z W Q �W J J_ rV1 v1 aZ > Q Q` W co W OleZ v e i 0 Q Q? Q to W (6 r p� U N O �, C ). CO 4j Q LU O CO W O 2 XX � W� � O O LL ccCt J i a W w to Q� UoN y" z Lu- W �co co p' W W z O O W Z O H a (/1 zN U W 00 z W 2 2i O U F- z O U 0 W ~Q N C) N r\ 0 0 o z r, OF Dj�� o����LTH r oT T Jimmy L. Taggart Lic. No. 22841 44 ��� 04/17/2020 lbw SSIONAL E� Q z_ (D tY Q W z/] ^ ' J L ! Z C) < a Q LU � m Q J IZ J Q *d W 0 co U } J H O z W� z N o z � LU CD - a Q a Q > Q O J ~ Q z W W W m H U) O Q O_ DATE: 10-22-2019 SCALE: NA JOB: 8438 SUB: 2019-00170 SHEET: OF 22 19 8vf fer sp-we 3 ft mlrr. & ft mi&wlt%ees 13 fr rlrfr! Picrot llrJ I T irr. rti,firr. next to roli top curb ! rJ [n Mbl eiSaWf ere '• �'sy'e'�'s.r'>-'r_ d s J JfJ•i�••ti-:�F.�'_a.�'_F I r tte 7rllllly 5p(7r4 is y+eCl,mrxstrtlG7lori 6t+pif d' Oil GGmppG?aad SiibrOde ftft thl�k TeSB shall rmtch thrt of frle sldewalk. towever. the area wl)l fW .de cnrsIderied part of the aMRNJm w?dffi rWulred for sldtmeik. if •Trees cre piraroW In poveq pWasrrlun creas.I-W stuJr M p anw in tree wells tW fmlu.je a plenthV grdle.aAvN ed pir ° fll$ rl :kifralr]!$tr ( $ $lQr1EP hmervel. tha width Y hide iu k f2t ss7ng ffL, trG'Ie wlaY si ail to at Feast 4 fit Yn widfh FIGURE S - DETAIL BACK OF CJRBS TRENCH SPOILS TO MATERIALS TO BE PLACED ON THE GROUND TO BE GRADED BE PLACED ON THE HIGH SIDE OF TRENCH LOW SIDE of TRENCH TO ORIGINAL CONTOURS DURING CONSTRUCTION. DURING CONSTRUCTION. AFTER BACKFILL. TOP of GROUND �- SLOPE 0-0 M-M M - - - --- 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 v 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 If GRADE BY THE USE OF MORTAR OR BRICK AS DIRECTED BY THE ENGINFFR. 2,_0, �O a z� '.• o n,,-FLAT SLAB TOP AS DETAILE ON STANDARD T-MH-2 MAY SUBSTITUTED FOR TAPERED ors 1 SECTION WHEN APPROVED B THE ENGINEER. m sT'D. ST-1 A 8�� 6,. A w ¢a ••8-„° BEVEL 451 0 P� n ow mm a SHEET 1 OF 5 REV. 7/01 106.01 nurorrr ri�i�✓ri ii�rllrrr�� _ • i i OBTAIN TRUE QUANTITIES. 2, A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. 3. IN 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 €S-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. SPECIFICATION REfERENCE MANHOLE FOR 12'' - 48'I PIPE CULVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION 302 CLUSTER BOX UNIT (CB 308.2 Forward Reach. 308.2.1 Unobstructed. Where a forward reach is unobstructed, the high forward reach shall be 48 inches (1220 mm) maximum and the low forward reach shall be 15 inches (380 mm) minimum above the finish floor or ground. E E N Figure 308.2.2 Obstructed High Forward Reach 7-DI-1 STANDARD DI-1 FRAME TOP ALTERNATE & CRATE TOP 44 BARS a 4" C-C 4'-10" #4 DIAGONAL BAR IzALL CORNERS TYP€CALEd RECOMMENDED MINIMUM HEIGHT CHART PIPE H DIMENSION SIZE CONCRETE CORR. METAL 12" 2'-6" 2'-5" 15" 2, _ 9 4, 18" 3'-02" 2'-11" 21" 3'--3 q" 3'-2" 24" 3'-7" 4'-10" DIAMETER h 4-10" i DI-1, 1A PC t: r. 3• ,r. L. 0 A'. DOWELS 1800 LBS. GROUT 'I 12 #5 BARS (WITHOUT GRATE) 5' LONG (63 LBS.) �� •'! NOTES: �I �'!• I. SEE GENERAL NOTES PRECAST FOR ADDITIONAL DETAILS. 2. CONCRETE TO BE 4000 PSIMINIMUM. NOTES 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM C-47B, ASTM A-497 1. TONGUE AND GROOVE JOINT TO BE OF FABRICATOR'S DESIGN MEETING THE (WIRE FABRIC) AND ASTM A-615 (REINFORCING BARS). APPROVAL OF THE ENGINEER. JOINTS ARE TO BE SEALED WITH MORTAR, OR 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 tD5 VIRGINIA DEPARTMENT OF TRANSPORTATION 233 103.03 302 HALF PLAN VIEW ALF(WITH TCOOVER FRAME AND REMOVED) BRICK CONCRETE NOTES: L 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 0.5 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 0.785 2.485 9 1.4 D.7B5 2.747 10 1.6 0.785 3.009 11 1.9 0.970 3.455 12 2.2 0.970 3.817 13 2.5 0,970 4.179 14 2.8 0.970 4.541 15 3.1 D.970 4.903 16 3.4 0.970 5.265 17 4.0 1.173 6.032 LNCREMENTL 0.45 1- 0.582 SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. 01-3A, 31). 3C EXPANSION KEYED EXPANSION JOINT 3' t0" FOR DETAJLS OF 1NLET JOINT CONST, r FRAME & COVER 13MCI( pF SIDEWALK " JOINT BARS D �: GUTTER SEE STANDARD IC-2- %T BAR G WN2PEp BARS G 4'• g^ LO GUTTER n a" BARS C 6"6"gy" w BAR C 2 I SUBBAHARDWE 'RE 4 ARS F BARS B a e - - - CLOTH I a' z � + ARSyF- I WEEP HOLE. f 1_ o w o SEE NOTE S 8' O I � STEPS.`SE ro 11 p Co BAR F !BAR A I NOTE 5 N I I 11 BARS D FACE OF CURB � g• I v CR K CONTROL JOINT GUTTER CRACK CONTROL JOINT 2' O" 3'-0" 61MIN. PLAN SECTION A -A 1 ' MAX. 6' M(N. yA 10 MAX, KEYED CONST, JOINT L-VARIABLE - MAX. 210 2'-10" 2" WARPED 3' 0" z 2., GUTTER APPROACH BARS A GUTTER N / I- - - - - - - - - - - - - - - ----� -- ,.. B 5 G I BARS F BARS E ! e, *3" DIAMETER 9° BARS E - - - -0 I WEEP HOLEBARS B FRONT ELEVATION BARS F all '' 8" $ (GUTTER REMOVED)/�„ 3'-4" 5XII SENT PLATE SECTION B-8 /i ' R TYPE A NOSE DETAIL SHALL BE USED WITH CG•3 & CG-7 STANDARDS, L2'fp"x21/i'XII4" TYPE B NOSE DETAIL. SHALL BE USED WITH CG-2 & CG-5 STANDARDS. GALVANIZED TYPE A TYPE 8 I'/2 x 4" STUD SHEAR CONNEC70P WELDED GALVANIZED PLATE FOR TYPE A TO BE RENT ON AN ANGLE OF 68'30' TO ANGLE IRON A7 2'C•C, CONNECTORS AND IS TO BE ANCHORED WITH I/g" X 4" STUD SHEAR NOSE QETWLS WELDED TO BENT PLATE AT 2'C-C. 2" APPR. PAVEMENT DI-3A DI-3B L m-3C L ED PAVEMENT �I m T I FLOW FLOW 1 ^F:[4a 5WA�P - ] ] DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER 807" SIDES TO BE SYMMETRICAL XV I]©T SPECIFICATION STANDARD CURB DROP INLET REFERENCE ROAD AND BRIDGE STANDARDS 7 SHEET 1 OF 2 REVISION DATE 12" - 30" PtPE: MAXIMUM DEPTH (H) 8' 233 104.09 08I1D VIRGINIA DEPARTMENT OF TRANSPORT4T:ON 302 • ^ n A - SLOPE TO DRAIN TO INVERT OF OUTLET PIPE ECTION A -A )F TREATMENT IN DROP INLETS iv WHEN DIFFERENT SIZES , OF PIPES ARE ENCOUNTERED. SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH 4 THIS DRAWING 15 TO APPLY TO THOSE STRUCTURES SPECIFIED 1 ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF j 1 STRUCTURE. / MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. 4• THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR B CLASS Cl, EXCEPT THAT 25Y 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. a ' DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE •� PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES SPECIFICATION REFERENCE STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 106.08 A MAILBOX - ADA ACCESSIBLE 308.3 Side Reach. 308.3.1 Unobstructed. Where a clear floor or ground space allows a parallel approach to an element and the side reach is unobstructed, the high side reach shall be 48 inches (1220 mm) maximum and the low side reach shall be 15 inches (380 mm) minimum above the finish floor or ground. c E m E E s E o N L() 10 00 N L 10" max 255 mm 308.3.2 Obstructed High Reach. Where a clear floor or ground space allows a parallel approach to an element and the high side reach is over an obstruction, the height of the obstruction shall be 34 inches 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 of 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 l ( a( Figure 308.3.1 Unobstructed Side Reach mE Eo c N E E N 255 mm 255 mm -610 mm (a) (b) Figure 308.3.2 Obstructed High Side Reach 12" MIN. , CONC. PAD CBU • . MAILBOX ' 12" to 15" _ PER. USPS DI-2AA,2BB,2CC N NOTES TABLE OF QUANTITIES DI-3A, 36, 3C TYPE L AREA DF SLOT REINFORCING STEEL Concrete BARS A 8ARS B BARS C BARS D BARS E BARS F BARS G WEIGHT Fi. Ft. Cu. Yds. No. I Lin. Ft. No. Lln. Ft. 1E No, Lin. Ft. No. Lin. Ft. No. Lin, Ft,* No. Lin. Ft,* No. Lin. Ft. Lbs. DI-3A 2'-fi" 1.15 2.26 - - - - 1 5'-7" 3 3•-2" - - - - 6 V-0" 22 4' L83 2,59 5 1'-6" 2 6'-7" to 6'-10" 3 5'•7" 3 3••2•' 4 1'-6" 3 1'-6" 4 1'�0" 64 6' 2,75 3.02 5 3`-6" 6 '- " 10" 3 5'•7" 3 3•-2" 4 3--6" 3 1'-6" 4 $' 7 3.45 5 5'•6" 10 '- " '- " 3 5'•7" 3 3'-2" 4 5'•6" -3 6" 4 1'•0" 53 DI-3B 10' 4.5 3, 0 5 7'•6" 74 6'•7" tc 6'-10" 3 5`•7" 3 3'-2" 4 7'•6" -3 6" 4 4 1 5. ❑ 4.34 5 9'-6" 18 '-7" '-1 " 3 5'-7" 3 3'-2" 4 9'-6•' 3 I'-6" 4 •- 1 14' 6.42 4.78 5 11'-B" 22 '- '- 3 5'•7" 3 3'-2" 4 11'-6" 3 1'-6" 4 3'- " 16• 7-33 5.22 5 13'-6" 26 6'• to 6'•10" 3 5'•7" 3 3'-2" a 13'-6" 3 1'-6" 4 i'- " 34 18' 5,25 5,66 5 15'-61, 34 3 5'•7" 3 3' 2" 4 1j'-6'• 3 1'-6" 4 1'- 38i 20' 9.17 6.09 5 17'-fi" 34 6' 7" o 6'-10" 3 5'•7" 3 3'-2" 4 17'-6" 3 1' 6" 4 1'- " 436 fi' 2.75 3.01 10 1'-9" 4 6'-7" to t3' 1O" 5 5',-7 3 3'-2" 8 1'-9" 6 1'•g" 2 8' 3.67 3,45 1G 2`'9" 8 6'-7" to 6'-10" 5 5'-7" 3 3'•2" 8 2'-9" 6 1'-6" 2 1'-❑" 15$ 10, 4.58 3.89 10 3`-9" 12 6'-7" to 6'-10" 5 '-7" 3 3'-2" 8 3' 6 1'-6" 2 05 12' 5-50 4.33 10 41•9" 16 `7" to 6'-1 " 5 '-7" 3 3'-2" 4'- " 16 1'-6" 2 ❑" 25 DI-3C 14' 6-42 4.77 10 5'•9" 20 6'•7" to 6'-1D" 5 5'-7" 5'-91• 6 1'-6" 2-p" 298 16, 7.33 5-21 10 fi'-9" 24 '_ " '- " 5 5'-7" 3 .3'-2" 8 6'-9" 6 1'-6" 2 - 4 18' 8-25 5.65 10 7'-9" 2$ 6'-7" ka 6'-10" 5 T-7" 3 3'-2" 8 7'•9" 6 1'-6" 2 - 392 20' 9.17 6.09 10 8' 9" 32 6'-7" to 6'-10" 5 5'•7" 3 3'-2" 8 8'•9" 6 l'-- 2 439 NOTES 1. DEPTH OF INLET (HJ TO BE SHOWN ON PLANS. 7. # 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 15. THIS AREA MAY BE EARTHEN. IN WHICH CASE i2" C-C TO 19F PLACED IN ALL AREAS ADJACENT THE EXPANWN JOINTS WILL APPLY ONLY TO 2. M N N H T THE "W' DI E SION SHOWN 0 THE S AJDAfiDS T PREVENT TO ABU TINGT1NG CONCRETE TO PRE EN T CURB AND GUTTER, AND SPECIFIED ON THE PLAINS WILL BE SETTLEMENT. MEASURED FROM THE INVERT OF THE OUTFALL 16, CONCRETE QUANTITIES SHOWN ARE FOR DEPTH PIPE TO THE 70P OF THE STRUCTURE- 8 3 DIAMETER WEEP HOLE TO BE LOCATED TO (H) OF 5'-2" WITHOUT PIPES. THE AMOUNT PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY DRAIN SUBBASE MATERIAL- WEEP HOLE WITH 015PLACED RY PIPES MUST BE DEDUCTED TO FOR ESTIMATING PURPOSES AND THE ACTUAL 12"X12" PLASTIC HARDWARE CLOTH I.4' MESH 08TA.IN TRUE QUA.NTITWE 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 CONDI-TIONS. DIAMETER 0.03", NUMBER 4 AiESH HARDWARE CUBIC YARDS OF CONCRETE FOR EACH FOOT CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF DEPTH. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS OF THE STRUCTURE. TO BE SHAPED IN ACCORDANCE WITH STANDARD 17. LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1 IS-1- H COST OF FURNISHING AND P ACI AL T E S F N L NC L 9. REINFORCING SH HAVE A MIN. ALLSTEEL SMALL F IS T L+16" AT 4.f BS./FT.- O 2 0 BE O L MATERIALS INCIDENTAL TO THE SHAPING IS TO 8E COVER OF 2". INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 18- * DENOTES LENGTH OF ONE (1) BAR. 70 ALL REINFORCING STEEL TO BE CUT CLEAR OF IN THE EVENT THE INVERT OF THE OUTFALL ALL OPENINGS BY 2". 19_ ALL REINFORCING BARS TO 8E#5. 4- PIPE IS H-OHER 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 d'-O" MEDIAN. BACK 4F 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 40DO PSI. PROPOSED CURB. IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO 12. LENGTH OF SLOT (L) WILL. IN EVERY CASE. BE THE SHAPING 15 TO BE INCLUDED IN THE BID SHOWN ON PLANS - PRICE FOR THE STRUCTURE- $3, IF INLET IS CONSTRUCTED IN MEDIAN CURB OR 5, STEPS ARE TO BE PROVIDED WHEN H IS 4'-D" WITH INTEGRAL CURB, GUTTER IS TO BE OR GREATER. FOR DETAILS SEE STANDARD ST-L OMITTED (SEE DETNL). 6- THIS ITEM MAY BE PRECAST OR CASTAN-PLACE. 14 STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING DI-MB. SPECIFICATION 1V=T REFERENCE STANDARD CURB DROP INLET ROAD AND BRIDGE STANDARDS 233 12j1 30" PIPE: MAXIMUM DEPTH (H) 8' REVISION DATE SHEET 2 OF 2 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.10 Bars H #5 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 # TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. _ ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS SHALL 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE BE DETERMINED BY THE CONTRACTOR FROM FIELD SHOWN ON PLANS, m CONDITIONS. ei 13. THIS STANDARD 15 INTENDED FOR USE IN CURB 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO AND GUTTER SITUATIONS ONLY. 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 15 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 D WITH CEMENT MORTAR TO PREVENT STANDING OR SEE SHEET 104,03, PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS 17. FOR NUMBER OF BARS A-F REQUIRED AND LENGTHS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED SEE SHEET 104.04, IN THE BID PRICE FOR THE STRUCTURE. 5. STEPS ARE TO BE PROVIDED. FOR DETAILS SEE 18. QUANTITIES SHOWN ARE FOR MINIMUM INLETS OF 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 � 7. 40. X 8" SMOOTH DOWELS AT APPROXIMATELY 12" BE DEDUCTED TO OBTAIN TRUE QUANTITIES. Weep Hole. See Nate 8. C-C TO BE PLACED N 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 T4 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 �/q" MESH OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER N I Bars H # 5 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 DI- Lin. Ft. Lbs. Cu. Yds. 2AA 2'-2" 609 2.77 20B 4'-0" 647 3.06 2CC 6'-0" 685 3.38 INCREMENTS 70 BE ADDED FOR EACH ADDITIONAL FEET OF DEPTH (H) AND, OR SLOT LENGTH (L1 H L Cu. Yds. Conc. Lbs. Steel Cu. Yds. Conc.1 Lbs. Steel 0.28 64 0.28 64 0.16 17 0.28 64 0.16 17 SCHEDULE OF REINFORCING STEEL SEE NOTE 17 INCREMENTS 70 BE ADDED FOR EACH ADDITIONAL FEET OF DEPTH (H) AND, OR SLOT LENGTH (L1 H L Cu. Yds. Conc. Lbs. Steel Cu. Yds. Conc.1 Lbs. Steel 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 ND REQ'D. LENGTH 4(1.5H+1)+B 3'-2" 40151H+I)+8 3'-3" 36 H-(T-4") CIFICATION STANDARD CURB DROP INLET SREREFERENCE 1211 - 24'' PIPE: DEPTH (H) = 9' to 20' 233 f04.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 RAMP DOWN SIDEWALK RAMP DOWN 12" CONC. PAD CBU MIN. MAILBOX a RAMP DOWN SIDEWALK RAMP DOWN 2 SHEET 2 OF 3 a VDOT } O I" STAMPED OLETTERS 21Y," DIA. 28" DIA. 22" DIA SEE 20�/2" DIA. DETAIL A INLET COVER .--T SECTION NONSKID ALUMINUM OXIDE IMPREGNATED INLET FRAME STEEL PLATE his" THICK NEOPRENE FOAM BOND NOTES: STEEL PLATE" THICK STRUCTURAL COMPONENTS SHALL CONFORM MATERIAL AASHTO 11222 TD AASHTO M222. 8 }g FRAME AND COVER SHALL HAVE A CONTINUOUS COVER OHIN NLY) FRAME BAR (WELDED TO FLASH FIT. DETAIL A STANDARD INLET AND FRAME COVER VIRGINIA DEPARTMENT OF TRANSPORTATION 406.4 Landings. Landings shall be provided at the tops of ramps. The landing clear length shall be 36 inches (915 mm) minimum. The landing clear width shall be at least as wide as the handicap ramp, excluding flared sides, leading to the landing. 12 CONC. PAD CBU MIN. ° ° MAILBOX a• 11 1 36 s minmF7 HANDICAP HANDICAP RAMP RAMP HANDICAP RAMP 3.0.C. B.O.C. -.O.C. C&G C&G F.O.C. .........a.. E.O.P. E.O.P. C&G CENTERLINE STREET SCENARIO I -REAR ACCESS TO CBU CENTERLINE STREET SCENARIO II -FRONT ACCESS TO CBU at least as wide as curb ramp B.O.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. SPECIFICATIM REFERENCE 302 V a 0 y O U �4/ vs Wryryryo m M ' LU N �O LL Jz rOr�a 4 rcLU J J_ rVS Ccy W W O ' � y O `ld C) Q Oo 0 Q ? Q Q Ln W Z CD = cc (3 N OC) C) V W tij2 cr X 0� Q r 0 LL .7 cc cc e OLW � j Lo y Q U Cm co H- C:) it Z O 1LU', r C) \ W rvR W 2 z O O W Z O H d V1 z� U LO LI Z LU G O U H Z ZD O U O LLJ � a N o N O .H O Z T H OF A� / f Jimmy L. Taggart Lic. No. 22841 W4 A�O�, 04/17/2020�ti�'�' ss1ONAL E� Q Z > Qw J L^ J 121� Q W (0 �w m �/) T Q Q J W O ~ � Jwa_::)-4 � � N � w 06 w (0 a- U Q Q � �U) Qw X o J Q w w H- C� Q 2 O DATE: 10-22-2019 SCALE: NA JOB: 8438 SUB: 2019-00170 SHEET: OF 22 20 �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 SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6.PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7.ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8.UNLESS OTHERWISE NOTED ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE- CLASS III. 9.ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2.UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE THE CONTRACTOR SHALL HAVE CBR TEST PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3.SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE QUTFALL 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.COMPDANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. &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 4000 PSI MINIMUM PLAN DIAMETER C D OF PIPE I � pRCk DAR STEEI S40, ,NLRRCEMENT + D _ PAY LINE E SECTION X-X END VIEW END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12" 4" 2'_0" 2'-0" 4'-0" 2`0„ 15" 6" T-3" 1'-9" 4'-0" 2'-6" 181, g„ 2'-3" V-91. 4,..0„ 31_0„ 21" 91/4" 2'-11" 2'-1" 5'-0" 3'-6" 24" 91 N-7" 2'-6" 6'-1" 41-0" 27" 10 4'-0" 2'-l" 61-1" 4'-6" 30" 1'-0" 4'-6" 1'-7 6'-t T-0" 33" 1'-1%2" 4'-10�/2" 2'-3�/" T-1 5`-6" 36" 1'-3" 5'-3" 2'-10 8'-1 6'-0" 2 ' S' 3" 2 2 ' 48" 2'-0" 6'-0" 2'-2" 8'_2" T-O" 54„ 2,_3„ 5'-5" T-91 „ 8'-21/4" 7'-6„ 60" 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 �r I x ES-1 NS E CONCRETE TO BE LL JJJ 4000 PSI MINIMUM N� PLAN C B DIAMETER OF PIPE 3jR500)( STEEL FABRIC REINFORCEMENT f + D E'er E PAY LINE END VIEW SECTION X-X END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12'' 4" 2'-0" 4'-1" 6'-1" 2'-0" 15" 6" 2'-3" 3'-10" 6'-1" 2'-6" 18" 9" T-3" T-10" 6'-1" 3'-0" 21" 9" 2'-11" 3'-2" 61_1„ 3'_6" 24" 40" 3'7" 2'-B" 6'-3" 4'-0" 27" 10 /z" 4'-O" -I 2' 1 /z" 6'-1 4'- ` 6' 301, 1'-0" 4'-6" 1'-7 4" 6'-1 5'-0" 3'-3 q" B'-1 5'-6" 36" 1'-3" 5'-3" 2'-10 q" B'-1 6'-0" 42" 1'-9" 5'3" 2'-11" 8'-2" 6'-6" 48" 2'-0" 6'-0" 2'-2" 8'_2" T-O" 54" 2'-3" 5'-5" T IV 8'-4" T-6" so, 2'-6" 5'-0" T-3" 8,_3'' 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 "C". SPECIFICATION REFERENCE FLARED END -SECTION FOR 12''--60" CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 7/01 0201 5 BARS Q 8" C-C TYP, I I I I I I I I A '.� A 30" DIAMETER IIIII I IIIIITTII PLAN SL-1 #5 BARS e 8" C-C TYP. B I T B :i 30" DI Z 1-T TTT- TURE SIZE AND WALL CTHICKNESS VARIES PLAN 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 HE 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 CASTHN-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). W. ' CLASS A3 CONCRETE `•� SECTION B-B SEE CAST IN PLACE DRAWINGS FOR FURTHER DETALS g`• # 5 BARS a 8" C-C TYP. TYPICAL PRECAST UNIT SPECIFICATION TYPICAL CONCRETE SAFETY SLAB REFERENCE 3Q2 FOR DROP INLETS, MANHOLES AND JUNCTION BOXES VIRGINIA DEPARTMENT OF TRANSPORTATION 106.14 FILL,, ,COMBINATION UNDERDRAIN� PAVEMENT delSUBBASE TOP 01= CUT G V SUBGRADE EW-12 NITcu I iTYPIGkJ il� CROSSDRAIN CD-2 ON FILLS CENTER LINE SECTION (WITH TYPE 1SELECT MATERIAL) TRENCH PLACEMENT PAVEMENT SURFACE & BASE 0000000000ao o�000 a SUBBASE .o.a. o. o. o. o. a.o•o.o-o o SELECT MATERIAL TYPEIOR]li o• a• v• v• v- a• o• o- a- v• a• O b 0 #57 AGGREGATE. #8 AGGREGATE OR CRUSHED GEOTEXTILE GLASS MEETING #8 GRADATION REOUIREMENTS- DRAINAGE 1'-O" FABRIC OR +- PAVEMENT SURFACE & BASE ODRMAGEI'L SUBBASE OR CEMENT STABIL17E0 SUBBASE ❑ O C - P • OSELECT MATERIAL TYPEIE OR SUBGRADE a . o • o • a a (CEMENT GR LIME STABILIZED) #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GLASS MEETING #8 GRADATION REQUIREMENTS. CD-2 LIMITS OF PAY FOR OUTLET PIPE TO£ OF FILL ILL _L EDGE OF PAVEMENT 90'TRAVEL LANES E❑GE OF PAVEMENT SHOULDER LINE YPICAO , TOE OF FILLIMITS OF PAY FOR OUTLET PIPE PLAN VIEW SHOWING PLACEMENT OF CD-2 CROSSIDRAINNON-PERFORATED OUTLET PIPE TYPE OFPIPECRUSHING STRENGTH 3�W.T_ 4" NDM-DI"'ER AW,T. 6'• NOM-DIAMETER SMOOTH WALL PVC .103SMOOTH WALL PE 70 PSI )(X)( 70 PSI )E WALL THICKNESS tMIN) - INCHES )E)E)E TESTED ACCORDING TO ASTM D-2412 AT 5 °� ()EELECTFON. 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.(3'% DESIRABLE) GRADE. BRIDGE SUBBASE 3- ON 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. GREGATEBASE 5•-0" 512E NO. 21FI 6, MIN_ ED PTH1 �YPE I 4- ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. 5- INVERT ELEVATION AT OUTLET ENp OF OUTLET PIPE TO BE A MINIMUM OF T-0" ABOVE INVERT ELEVA70N OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CO-2 CROSSORAIN AT 6. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE, 7- OUTLET PIPE TO BE SECURELY CGNNECTED TO EW-12OR OTHER DRAINAGE STRUCTURE. SPECIFICATION 1V D❑T REFERENCE STANDARD CROSSDRAIN RDA) AND BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE SHEET 1 OF 1 SDi 701 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/16 f08-05 2016 ROAD & BRIDGE STANDARDS CD-1 =a=;jg.. PAVEMENT SUBBASE UBGRAVE COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS CENTER LINE SECTION (WITH TYPE 1 SELECT MATERIAL) TRENCH PLACEMENT � PAVEMENT SURFACE & BASE TOP OF CUT TRAVEL LANES / q�LANESSgS PAY LIMITS FOR OUTLET PIPE TO BEGIN WITH 45' ELBOW TOE OF FILL OQ D�OQOQ OpOQ OpOQO a SUBBASE �� o Ew-t2 o•o•g5.o.c•c•c•c-o•o•o•o• SELECT MATERIAL TYPEIORD[ Ka(TYPICAL) 0-o•o•0•0-0-6-0-0-0•6-6 o VO� #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GLASS MEETING #8 GRADATION REQUIREMENTS. GEOTEXTILE DRAINAGE FABRIC PLAN VIEW (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR ~� PAVEMENT SURFACE % BASE SUBBASE OR CEMENT STABILIZED SUBBASE 0000000000 0 0 0 0 - o-o• o a - a • o o . o. �-SELECT MATERIAL TYPE]I OR SUBGRADE 1'' o-o • o . o , ; o • o • o - o o (CEMENT OR LIME STABILIZED) #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GEOTEXTILE GLASS MEETING #8 GRADATION REQUIREMENTS. DRAINAGE GENERAL NOTES FABRIC 1' 0" 1. UNLESS SPECIFICALLY INDICATED, COMBINATION UNDERDRAIN WILL NOT BE LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ARE STABILIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 % MIN, (3 Y- DESIRABLE) GRADE. TYPE OF PIPE CRUSHING STRENGTH T.4" NOM, DIAMETER W.T. 6" NOM. DIAMETE SMOOTH WALL PVC .103 10.153 SMOOTH WALL PE 74 PSI )E)(if 70 PSI )f)E)E 4. ON CURB AND GUTTER SECTIONS. WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUT FOR UNDERDRANS,THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP INLETS OR MANHOLES. 5. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. 6. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF 1'-0" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. )(: WALL THICKNESS (MIN) - {ACHES 7. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. )E)4)E TESTED ACCORDING TO ASTM D-2412 AT 5X 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) 501 108.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 * Zl-EDGE OF EXISING PAVENT (AS DETERMINED IME N 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 PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 �/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1- ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DEWN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER- 2- THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE Of' THE EXISTING AND PROPOSED PAVEMENT SHALL 8V ADDRESSED IN THE PAVEMENT DE51GN- 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 WAVED BY THE ENGINEER. 5- T NGIN R MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUST ❑ TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS-SLGPE THE E EE EO E E E AND EFFECTIVE SURFAGE DRAINAGE. S. 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 TIE-IN LOCATiGNS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE 1N ACCORDANCE WITH THE REOUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. VE3❑T ASPHALT PAVEMENT WIDENING SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 3}5 303-02 VIRGINIA DEPARTMENT OF TRANSPORTATION EW-12 BEVEL SLOT DETAIL tPERMiTTED FOR EASY FORM REMOVAL) A 1., T 6,T A Z1711 L PLAN PIPE COUPLER TO BE CAST INTO ENDWALL. COUPLER MUST BE FLUSH WITH OUTER SURFACE OF T EW-12 AND PROVIDE A POSITIVE CONNECTION FOR I} THE OUTLET PIPE (4" OR fi") H = 4 MIN. RARE } EXPANDED STEEL MESH (FLATTENED) ISOMETRIC K9NxSTEEL O ALUMllNVM OR STEEL 08 INCH MIN. RIVIETS OR BOLTS ALUMINUM PLATE COMPATIBLE WITH POST MATERIAL 14 U-TYPE ROLLED RAIL STEEL POST AT 1.33 LBS./FT. OR ALUMINUM ALLOY o 6063-T6 @ -78 LSS-/FT- UNDERDRAIN OUTLET MARKER DETAIL SECTION A -A NOTES, 1, TYPICAL ENDWALL 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. PIPE I.D. SLOPE DIMENSIONS CLASS A3 CONCRETE CU@IC Y ARDS 2. OUTLET PIPES SHALL BE RIGID NONPERFORATED, SMOOTH -BORE PIPE, MEETING THE REQUIREMENTS OF 70 PSITESTED ACCORDING TO ASTM 2412. 3. EXPANDED ST EELMESH (FLATTENED) SHALL HAVE OPENINGS OF APPR x./z x 1" AND WEIGH APPROX. 0.82 LBS- PER SO- FT- MESH SHALL BE GALVANIZED IN ACCORDANCE WFFH ASTM A-123- THE MESH SHALL EXTEND A MINIMUM OF 1" A30VE THE O.D. OF THE PIPE, AND IS A BARRIER FOR RODENTS. ETC. THE SLOT FOR THE STEEL MESH IS TO BE CONSTRUCTED SO THAT THE MESH CAN BE REMOVED FOR CLEANOUT PURPOSES. 4. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 5. STEEL POSTS AND, PLATES Tq BE PAINTED OR GALVANIZED IN ACCORDANCE WITH THE ROAD AND L H 4" 2:1 2' SI 1' 2 D 19 4" 34 3'-5' " 1'-1 G.25 4" 4:1 41-5" 1'-11 0-30 8" 24 2' -1 r-5 a" G-20 8" 3:1 4'- ," 1'-41 " 0,30 6" 4:1 5'-3" 1•-3 aj' 1 0-38 onivuc arc+..r iCi i NO. 11 WHITE PANT S. MARKER TO BE PLACED AT ALL EW-12 UNDERDRAIN INSTALLATIONS- 7, MARKER WILL K PAID FOR IN ACCORDANCE WITH SECTION 501 OF THE ROAD AND BRIDGE SPECIFICATIONS, XVD= A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FEE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD ENDWALL FOR PIPE UNDERDRAIN REFERENCE 1as SHEET 1 OF 1 REVISION DATE 233 101 32 01l15 VIRGINIA DEPARTMENT OF TRANSPORTATION GnZ Ua 0 rA O U r�n = 0) m N d 2 QD ZO cr U ° *A > LL Z �O//�� SS O Q rc W L _J _J rV v ` CC' > Q w w 0 Y+ w O _y 2 "Q I °N -A 2 cr � Wco pCc U rn N y, C) L4 C'� Q n LL 0N. Q O LL rj) ct cc aW _j wo w Q v:''AA U _ CV Lu I Z O� Lu cM �Lu w 2 L Z O O W z O I I I I d rnu zN W O� 5 I zlw O U Z) O U Lu H- Q 0 CD N O N d CD o z J OF Dj�� o����j,TH o � U � � r � y Jimmy L. Taggart Lic. No. 22841Al ��O� 04/17/2020 ��� 4SSIONAL F�� a_ z_ C� > Q w J 'n V / Of Q W (D J U) Lu m Q Q = j U ° E- mW 06 w U O 0 <Z O J u) I..1_ Q � mW W w _) 0 Q 2 0 DATE: 10-22-2019 SCALE: NA JOB: 8438 SUB: 2019-00170 SHEET: OF 22 r FRAME & COVER (SEE FIG. S-1-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA -'� , , , 1'-O" MAX 2'- 0" RUBBER COATED STEEL 3'-0" MIN STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 12'" MIN "0" RING SEALS d 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" 5'- FROM INLET TO OUTLET SHALL BE 0.20 FtASMOOTH CTE VARIES DEPTH OF Flow F CHANNEL TO BE 3/4 DIAMETER OF ; CONTRIBUTING - — =1=-- a SEWER. a A FILLETED INVERT LIR • ' �$ -` 12" TRANSITION OF FLOW BETWEEN (B�� INLET & OUTLET PIPE SHALL BE M PROVIDED, MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE --IN N.T.S FIG. S-1-A TD- 25 SEWER SERVICE LATERAL CONNECTION NDTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET, SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF MAIN LINE SERVICE LATERAL SECTION 45'0'0" IN LINE WYE--TEE PLAN VARIES E SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 F- w z 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN �A ` t Y7 - BRANCH 12" �— Q 2" FLEXIBLE CONNECTION NOTE' WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL w BE CORED AND A FLEXIBLE CONNECTION " BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG, S-1-B TD-27 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"M I INTIAL BACKFiLL* e"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O 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 HE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4' BEDDING OF NO, 68 STONE SHALL BE PROVIDED 3. WERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 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 #68 STONE 42"MIN 'd l' 6" GATE �.1 VALVE 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, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) .7. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. 3T IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABDVE 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 wE as kN E D] Eoy �°- E ILL U 5W �a I�EEE E""q�/,uMuV'LU oo 69 r z E E 5-n' N E w0E zo �E pm �u 0 z o �- E F�E oG of Lu a Mm LL N N a E 0 0 TYPICAL MANHOLE FRAME & COVER N.T.S FIG 5-1-D TD-31 (4) 1- (25mm) Dw HD1E9 IA 1 1/2- ON !2 3/4' (93krniJ PN Z [699mm [38mm] O BOLT C ] 26 1/4" DIA 7" C687mm] —� I97amm] 24' DLA I [8Oemm] -j 28 7/1 e- o1A S/8" [722mm] It6mm] O 36' DIA [914mm] [6fi0mm PRAPAE SECTION C13/IF20mm] z' 01mm) LET= {3�C6.,Ep FLUSH) 7• n, I f 2 1/8" 3 13/16" 0 22 13/15" [97mm] L_ m] [54mm 1 m[17mm" 1 3/8" [fi35mm] ] [35mm] 9/16" C.D. OF GKi GROOVE Cw BOLT [14rnm] SECTION VIEW 1/4" (6mm) DIA SEE ASSEMBLY NEOPRENE GASKET DEMIL ' (2) WSHR 1/16 % 9/$ x 1 I/2 [� 7a0Q" 1 5/B" RUBBER PART# 009R7o4$ L` Vyi {g) BLT HEX 5/8-11%3 E�cK9 7/2 55 [Smm 2400 [41mm PART[ QD9B7?SD 1 1/8• (29mm) DIA BDSS [5mm 13mm .53 DIA. STAINLESS STEEL ROD (2) WSHR 5/8 ID 1.5D oo SS PLAN VIEVI [ F" D0991318 PIGKBAF 8, LOCKLUG HOLE DETAIL NOTES.' 2) NUT Hx 5/8-11 2N NYLK PARE{ OD981284 1. ALL MANHOLES WITHIN 100 YEAR )GHTFLUODPLAINOVER DR LOCATED IN AREAS SUB,ECT TD FLOOD€NG SHALL HAVE WATERTIGHT FRAME k COVER. [2) NUT ilx 4AM 5/8-11 zN 2 ALTERNATIVE DESIGN FOR WATERTIGRT COVERS WILL �' CONSIDERED, 3. COVERS SHALL BE FIXED TO FRAMES WITH LACKING LUGS OR SIMILIAR ASSENBLY. PARTq D0981228 TYPICAL WATERTIGHT ESI 1935R LOCK LUG (6HORT} PARTS 001936115 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S t IG 3-I-E TD-32 COVER LIFT NOTCH 14 1/2" 1 12 1/2" 2 3/8" WATER CAST IRON LID 18" METER BOX N� 4� � ,LN r�1 18" 6" EXTENSION 6" 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 DEPARTMFNT APPROVAL, FINISHED GRADE ADJUSTABLE TRAFFIC RATED II II VALVE BOX W/ LTD z u Z � M.J. GATE VALVE WATER LINE 4 11__ j . 2500 P.S.I. CONCRETE 2'x 2' BEARING AREA. THRUST BLOCK q a o Q. NOTE IN REMOTE ARFAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG_ W-5 TD-9 VARIES VALOX 4" DIAMETER BRAN4RDErcT7RDAAI'kN'�EnDVJ'Rn011yKN'�TTDLF"ITTTT'IKN'fG'(Sz AND VALVE M.J. PLUG AIES WATER MAIN ON-LINE (TYPE "B") VARIES THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC a CAP I LUBRICATE ALL THREADS THRUST BLOCK `D METER BOX (SEE FIG. W-7) VALVE N0. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF = GRADE ALLOWS "' VARIES VARIES 2" BRASS PIPE ° WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NITS FIG. W-8 TO-19 T' COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL O 1' TYPE 'I( SOFT CGPPER FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RFSIDENTIAL AND IRRIGATION SERVICES. i"xl"x1" TEE Lj 0 NOTE NO SWEATED FiTTiNGS 2' DUAL SERVICE 1" COMPRESSION r 3/4' MALE PIPE COUPLING OR APPROVED EQUAL 1" TYPE 'K" EgFT COPPER O FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WNERE AN IRRIGATIC14 METER 13 NOT PROVIDED. SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE, CAST IRON LID FINISHED GRADE LOCKWING ME. BALL Box rER �,� ) 3B` MIN. CQPPERSETTER 1/8 BEND COUPLING- — Q3"- METER CCRPQRATION STOP ;:'z BRICK AS w:is,: NLYESSARY .1 ,s.i1.s SANG OR DUST UNDER�-+�7�',�:��,:- 4" DIpM£lER DRAIN PIPE 12' �X" '`.%� III AND SETTER (2-INCH �'Ar""?1. -p. ,; LONG STONE POCKET, VDOT •'1'�'''21T MINIMUM THICKNESS)f.y iti :�-';7:. SPEC. 203, Na. 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. D a D a D a 1 SWING D a 1 SLIDE a 2 CLIMBERS D D a 1 BUCKABOUT 2 BENCHES ° o a NOTE FENCING TO BE CENTERED ON COLUMN. FENCING TO BE EITHER STAINED OR PAINTED FLAT BLACK PER LANDSCAPE ARCHITECT. 0 TOT LOT DETAILL 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 DRAIN TO GRADEIF .I 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 BETWEEN POST AND FENCE BOARDS IF ANIMALS ARE BEING CONTAINED PER OVVNERS REQUEST. I_ 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 OWNERS REQUEST. FENCE COLOR BLACK 0 i,- I; NR d O b I Z � N z q w u Za Z 'ON Q� 0 CD a z Z a o H- a O 'ON Z 0 V) o a w [9 n,c�rcs'r d U O Q "Sg ¢ � °J a o zz < D i }a V) p LA W a TD-35 Ua 0 y 0 U i u- N 0 ZO U g Q o O n\LL V. Z Lu v1 Q rc W _j J_ I"I"I W VQ Oo Q Z % Q L0 W cn z Q _ cc U y� � TM� yC9 Q V ) LL.2 jr Q j O� DLL ac� J 1 a W y � j Lo y �o � c cri OI 0� W � O� L co w Z W o O a W z O i- a � zN v w 0 CD A4 Ln H- Z LLJ O u 0 U Lu 0 N CD Q � o LLzo - H $NLTH OF Jimmy L. Taggart Lic. No. 22841 �''O,, 04/17/2020G s�,�v SSIONAL E� Q Z r (D < _w/ L�/ ) LL V Z ❑ G Q W w J (/) m Q QT J LL LLI O 0- : C— mw 1..� N O06 w w Q0- U Q w Q w 2 U7 0 J < 1..� W w M w U7 0 Q DATE: 10-22-2019 SCALE: NA JOB: 8438 SUB: 2019-00170 SHEET: OF 22