Loading...
HomeMy WebLinkAboutSUB202100195 Plan - Revision 2021-12-23I, 'hill, ill' wmuowmuonim ; Iwuruw�iu,ililli luamuooumunw I!mrw�i uumiir;!uuuuuuw I�!uouu,iw l m,il�um.muauuu �ulou�mauom! II i lu!urunou;ill'll I'uuuu!uruuuwm� • .I . . . •. SUB-2021 -001 95 RIO MAGISTERIAL DISTRICT, COUNTY OF ALBEMARLE, VA SITE DATA OWNER: NEW BELVEDERE, Inc. 610 WEST RIO RD CHARLOTTESVILLE, VA 22901 DEVELOPER: NEW BELVEDERE, Inc. 610 WEST RIO RD CHARLOTTESVILLE, VA 22901 PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES 999 SECOND STREET. SE, CHARLOTTESVILLE, VA. 22902 (434)-977-0205 TAX MAP PARCEL No: 06200-00-00-016DO TOTAL PARCEL AREA: 7.04 ACRES (BELVEDERE PHASE 5 A) 7.96 ACRES (BELVEDERE PHASE 5 B) 15,00 ACRES (TOTAL AREA) ZONING: R4 RESIDENTIAL (THIS PARCEL IS NOT PART OF THE BELVEDERE ZMA-2004-0007) STEEP SLOPES - MANAGED STEEP SLOPES - PRESERVED CURRENT USE: VACANT R4 STANDARD DENSITY: 4 DU/AC ALLOWABLE DENSITY: 4 DU/AC + 5% DENSITY BONUS CREDIT FOR MAINTENANCE OF EXISTING WOODED AREA (1.5 ACRES SEE LANDSCAPING PLAN) 4 + (4 * 0.05) = 4.2 DU/AC PROPOSED USE: STANDARD LEVEL CLUSTER DEVELOPMENT. 5 SINGLE FAMILY DETACHED (PHASE 5A) 20 SINGLE FAMILY DETACHED (PHASE 5B) 38 SINGLE FAMILY ATTACHED (PHASE 5A) 63 TOTAL LOTS PROPOSED USE DENSITY: 63 LOTS/15 AC = 4.2 DU/AC STORMWATER MANAGEMENT COMPLIANCE SUMMARY PER APPROVED WPO-2020-00034 THE DEVELOPMENT OF BELVEDERE PHASE 5, TMP 62-16D, WILL OCCUR IN TWO SEPARATE STAGES OF CONSTRUCTION. THE COMPLETED SUBDIVISION WILL UTILIZE AN EXTENDED DETENTION FACILITY TO FACILITATE CHANNEL AND FLOOD PROTECTION, STORMWATER RUNOFF WILL BE COLLECTED AND CONVEYED THROUGH A STORMWATER PIPE NETWORK TO THE FACILITY. SEE APPROVED VSMP PLAN, WPO-2020-00034 FOR DETAILS. REGARDING WATER QUALITY ANALYSIS: DEVELOPMENT OF BELVEDERE PHASE 5 (A AND B), TMP 62-16D, WATER QUALITY PORTIONS OF THIS PLAN HAVE BEEN SATISFIED WITH PURCHASING 9.68 LBNR OF OFFSITE NUTRIENT CREDITS IN THE SAME OF ADJACENT HYDROLOGIC UNIT CODE (02080204), COMPLIANCE OF 9VAC25-870-65.F: OFFSITE ALTERNATIVE IAW 9VAC25-870-69 PURCHASE OF NUTRIENT OFFSET CREDITS IS PROPOSED AND AFFIRMED, SEE APPROVED VSMP PLAN, WPO-2020-00034 FOR DETAILS. REGARDING WATER QUANITY ANALYSIS FOR POINT OF DISCHARGE COMPLIANCE OF 9VAC25-870. B.1.B (CHANNEL PROTECTION): IN ACCORDANCE WITH CHANNEL PROTECTION SECTION B.3.A OF 9VAC25-870-66 OF VIRGINIA LAW; THE MAXIMUM.PEAK FLOW RATE FROM THE ONE-YEAR 24-HOUR STORM FOLLOWING THE LAND- DISTURBING ACTIVITY IS IN ACCORDANCE WITH THE ENERGY BALANCE METHODOLOGY. SEE APPROVED VSMP PLAN, WPO-2020-00034 FOR DETAILS. COMPLIANCE OF 9VAC25-870-66.0 (FLOOD PROTECTION) IN REFERENCE TO FLOOD PROTECTION SECTION C.1, THE SITE'S POINT OF DISCHARGE RELEASES CAPTURED STORMWATER INTO A CONVEYANCE SYSTEM THAT, FOLLOWING LAND DISTURBING ACTIVITY, CONFINES THE POST -DEVELOPMENT PEAK FLOW RATE FROM THE 10-YEAR 24-HOUR STORM EVENT WITHIN THE STORMWATER CONVEYANCE SYSTEM. QloPOST-DEVELOPED s QloPRE-DEVELOPED. SEE APPROVED VSMP PLAN, WPO-2020-00034 FOR DETAILS. G 0 z City of Charlot- tesville \SUBJ. PROP. VICINITY MAP SCALE: 1 "=1000 FEET Creek SHEET INDEX SHEET 1--------- COVER SHEET SHEET 2---------- SITE DATA & NOTES SHEET 3---------- GENERAL CONSTRUCTION NOTES SHEET 4---------- EXISTING CONDITIONS & DEMOLITION PLAN SHEET 5---------- LAYOUT PLAN SHEET 6---------- GRADING PLAN SHEET 7---------- UTILITY PLAN SHEET 8--------- ROAD PROFILES & TYPICAL SECTIONS SHEET 9---------- SIGHT DISTANCE PROFILE SHEET 10--------- STORM SEWER PROFILES & CALCULATIONS SHEET 11--------- STORM INLET DRAINAGE AREA MAP SHEET 12--------- LANDSCAPING PLAN APPROVALS DEPARTMENT SIGNATURE DATE ENGINEERING DEPARTMENT OF FIRE RESCUE VA. DEPARTMENT OF TRANSPORTATION PLANNING /ZONING A U g C o ^U' Z za`� V Q (0 � �Yj 02 O Q � � J OU aU m w W OQ Q 0 � ZO Ir r� V O > o W 0 Q> N r rn 0- 11 a W U Q N �o W Z U CWn J a J _ 00 o a W oo W� �Q m= MU Z 0 a u 0 0 z z OO W z w o z w o Z z 2 o w z z oU � � O � � u o r o m � a ti N N o 0 N N Q O vi o ti ti N Z DESIGNED BY: MSK DRAWN BY: MSK CHECKED BY: ZQD r Jimmy L Taggart Lie. No. NK12021loxAL tb' 0 a_ Z_ 0 zm W, Q a a (C) w W Q '- 2 J v O w zW az Q O 04 N Q0 U C) W 0 � 8 OWIr m O Q O Cz SITE DATA OWNER: DEVELOPER: PLAN PREPARER: TAX MAP PARCEL No: NEW BELVEDERE, Inc. 610 WEST RIO RD CHARLOTTESVILLE, VA22901 NEW BELVEDERE, Inc. 610 WEST RIO RD CHARLOTTESVILLE, VA22901 ROUDABUSH, GALE, & ASSOCIATES 999 SECOND STREET. SE. CHARLOTTESVILLE, VA. 22902 (434)-977-0205 06200-00-00-016DO PARCEL AREA: 7.04 ACRES (BELVEDERE PHASE 5A) 7.96 ACRES (BELVEDERE PHASE 5B) 15.00 ACRES (TOTAL AREA) ZONING: R4 RESIDENTIAL (THIS PARCEL IS NOT PART OF THE BELVEDERE ZMA-2004-0007) STEEP SLOPES - MANAGED STEEP SLOPES - PRESERVED CURRENT USE: VACANT R4 STANDARD DENSITY: 4 DU/AC ALLOWABLE DENSITY: 4 DU/AC + 5% DENSITY BONUS CREDIT FOR MAINTENANCE OF EXISTING WOODED AREA (1.5 ACRES SEE LANDSCAPING PLAN) 4 + (4 * 0.05) = 4.2 DU/AC PROPOSED USE: STANDARD LEVEL CLUSTER DEVELOPMENT. 5 SINGLE FAMILY DETACHED (PHASE 5A) + 20 SINGLE FAMILY DETACHED (PHASE 5B) + 38 SINGLE FAMILY ATTACHED (PHASE 5A) = 63 TOTAL LOTS PROPOSED USE DENSITY: MINIMUM LOT SIZE PERMITTED: BUILDING HEIGHT: 63 LOTS/15 AC = 4.2 DU/AC N/A aMIL/_IIILUI8I REQUIRED OPEN SPACE (25%): 25% * 15 ACRES = 3.75 ACRES FOR THE ENTIRE PARCEL (PHASE 5A + 5B) OPENS SPACE PROVIDED: 3.68 ACRES (OPEN SPACE A, B, C) + 0.07 ACRES (TOT LOT) = 3.75 ACRES TOTAL PROVIDED (2.13 ACRES IN PRESERVED SLOPES = 58% OF PROVIDED OPEN SPACE) NON-INFILL SETBACKS FRONT SETBACK SIDE SETBACK GARAGE FRONT LOADING GARAGE SIDE LOADING GARAGE BUILDING SEPARATION MINIMUM MAXIMUM REAR �ilir:1e111�\i[iI� 25 SFD LOTS 38 SFA LOTS RIGHT-OF-WAY* OPEN SPACE** TOTAL S MINIMUM FROM ROW (25' MAXIMUM FROM ROW) S MINIMUM UNLESS THE BUILDINGS SHARE A COMMON WALL (NO MAXIMUM) 18' MINIMUM FROM THE ROW (NO MAXIMUM) S MINIMUM FROM THE ROW (NO MAXIMUM) 10' UNLESS THE BUILDINGS SHARES A COMMON WALL NONE 20' MINIMUM, NO MAXIMUM 6.00 ACRES 2.63 ACRES 2.62 ACRES* 3.75 ACRES** 15.00 ACRES *ALL NEW RIGHT-OF-WAY SHOWN HEREON SHALL BE DEDICATED TO ALBEMARLE COUNTY FOR PUBLIC USE WITH RECORDATION OF THE FINAL SUBDIVISION PLAT **OPEN SPACE & TOT LOT FOR TMP 62-16D TO BE DEDICATED & MAINTAINED BY THE HOA MAGISTERIAL DISTRICT: RIO MAGISTERIAL DISTRICT STORMWATER MANAGEMENT: SEE VSMP SUBMITTED UNDER SEPARATE COVER, WPO-2020-00034, APPROVED 11/04/2020. WATERSHED: UPPER RIVANNA RIVER BOUNDARY SOURCE: PLAT "DIVISION OF DUNLORA" PREPARED BY WM. MORRIS FOSTER, LAND SURVEYOR, DATED NOVEMBER 1, 1985, REVISED DECEMBER 20, 1985, RECORDED AT DB 875 PG 331. TOPOGRAPHY: BARE EARTH DEM FROM UDAR, SOURCE VGIN (2016). POINT CLOUD FILTERED BY RGA, FEBRUARY 2021. BENCHMARK: FIRE HYDRANT 453.77, RIGHT FRONT BONNET BOLT, AT CORNER OF FOWLER STREET AND FARROW DRIVE DATUNM: HORZ.:NAVD 83; VERT.:NAD88 FLOODPLAIN: THIS PROJECT IS LOCATED WITHIN "ZONE X" AS SHOWN ON FLOOD INSURANCE RATE MAP. COMMUNITY PANEL NUMBER 510003C 0279 D. EFFECTIVE DATE: FEBRUARY 4. 2005. PARKING REQUIRED FOR FULL BUILD -OUT OF PROJECT: TWO (2) PARKING SPACES FOR SFD = 2 * 25 = 50 SPACES TWO (2) PARKING SPACES FOR SFA = 2 * 38 = 76 SPACES ONE GUEST PARKING SPACE PER EVERY 4 ATTACHED SINGLE FAMILY LOT = 0.25 * 38 = 10 SPACES EXISTING ON -STREET PARKING SPACES REPLACED AT FOWLER STREET & FARROW DRIVE INTERSECTION = 4 SPACES 140 PARKING SPACES REQUIRED (MINIMUM 14 ON -STREET PARKING SPACES REQUIRED) PARKING PROVIDED AT FULL BUILD -OUT OF PROJECT: SFD: (2 DRIVEWAY SPACES + 2 GARAGE SPACES PER UNIT) * 25 = 100 SPACES (PHASE 5A + 5B) SFA: (1 DRIVEWAY SPACE + 1 GARAGE SPACE PER UNIT) * 38 = 76 SPACES (PHASE 5A, SUB-2019-00170) 19 ON -STREET GUEST PARKING PROVIDED ALONG FOWLER STREET (PHASE 5A, SUB-2019-00170) 195 TOTAL PARKING SPACES PROVIDED RECREATION SPACE REQUIRED = 200 SF PER UNIT: 63 * 200 = 12,600 SF RECREATION SPACE PROVIDED = 2,860 SF ACTIVE RECREATION SPACE (TOT LOT PROVIDED WITH PHASE 5A, SUB-2019-00170) 108,120 SF PASSIVE RECREATION SPACE (OPEN SPACE "C" W/ NATURE TRAIL) 110,980 SF TOTAL RECREATION SPACE PROVIDED RECREATION EQUIPMENT AND FACILITIES, INCLUDING THE TOT LOT, SHALL BE MAINTAINED IN A SAFE CONDITION AND REPLACED AS NECESSARY. MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION. RECREATIONAL FACILITIES SHALL BE COMPLETED WHEN FIFTY PERCENT (50%) OF THE UNITS HAVE RECEIVED CERTIFICATE OF OCCUPANCY. LANDSCAPING: SEE LANDSCAPING PLAN SHEET 12 FOR MORE DETAILS LIGHTING: ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS. EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND FROM ADJACENT ROADS. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. NO EVIDENCE OF A BURIAL SITE WAS FOUND ON SUBJECT PARCEL. NO STREAM BUFFER(S) ARE PRESENT ON THE SUBJECT PARCEL. 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. RELATED PLANS WITH THIS PARCEL: 1. APPROVAL OF ROAD PLANS IS ONLY FOR THE ELEMENTS WITHIN THE RIGHT-OF-WAY. APPROVAL OF ROAD PLANS DOES NOT GRANT APPROVAL OF OTHER ITEMS OUTSIDE OF THE RIGHT-OF-WAY, SUCH AS PARCEL BOUNDARIES, OPEN SPACE LOCATIONS, ETC. 2. PUBLIC STREET RIGHT-OF-WAY SHALL BE DEDICATED TO ALBEMARLE COUNTY PUBLIC USE IN ACCORDANCE WITH ALL APPLICABLE SECTIONS OF THE ALBEMARLE COUNTY CODE. 3. ASSOCIATED PLANS WITH THIS PARCEL, TMP 62-16D: 3.1. BELVEDERE PHASE 5B - ROAD AND DRAINAGE PLAN (THIS PLAN) 3.2. BELVEDERE PHASE 5B - WATER AND SEWER PLAN 3.3. BELVEDERE PHASE 5B - PRELIMINARY SUBDIVISION PLAT - SUB-2021-00033 3.4. BELVEDERE PHASE 5 - STORMWATER MANAGEMENT PLAN - WPO-2020-00034, APPROVED 11/04/2020 3.5. BELVEDERE PHASE 5A - FINAL SITE PLAN - SDP-2020-00036 3.6. BELVEDERE PHASE 5A - ROAD & UTILITY PLAN - SUB-2019-00170, APPROVED 01/29/2021 3.7. BELVEDERE PHASE 5A - EASEMENT PLAT - SUB-2020-00123 3.8. BELVEDERE PHASE 5A - SUBDIVISION PLAT 3.9. BELVEDERE PHASE 5B - OFF -SITE SANITARY SEWER LEGEND EXISTING INTERMEDIATE CONTOUR - - -33Z - EXISTING INDEX CONTOUR 'IOU - PROPOSED CONTOUR 20 EXISTING EDGE OF PAVEMENT EX. EP PROPOSED EDGE OF PAVEMENT EP EXISTING CURB AND GUTTER EX C&G PROPOSED CURB AND GUTTER CG 6 TRANSITION FROM CG-6 ROLL-TOP CG-6 ROLL-TOP EX. 15" RCP EXISTING STORM SEWER = I 1 0-11111111117 1 1 s 15" RCP PROPOSED STORM SEWER = 1 1 = 1 1 EXISTING SANITARY SEWER -s s s - PROPOSED SANITARY SEWER PROPERTY LINE EASEMENT LINE CENTERLINE - LIMITS OF CLEARING AND/OR GRADING ���������������■ EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION +12.0 EXISTING TREE DRIP LINE EXISTING TREE PROPOSED TREE OAK 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 CONTRACTOR'S RECORD DRAWING REQUIREMENTS w _d w0w 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 DRAWINGINCLUDING 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". INAIVI r, I I I LC FOR: iUA I r) (CONTRACTOR) s w UO Z z U) f0 �Y¢ 2 if)_1i/s F 0) ¢ 11J o T ¢ � J = �y oo Q� (L Z = w ¢ OU) w0 0 W O¢ ¢ JZ vIE ZO V 0) x o h.j w o F+1 0) (3 LL O ZCP N CE jr (L V W N w ¢� z J > U w a J } U) > =0w a OU 04 OJ w¢ n ¢ W = rn U z O a u U w p w ¢ p O z w z w Z � O Z w o z a z O w a Z o U w u � � O � � u O u o w p m > a N N CD0 ¢ o J1 N N O r cv z o}4bSyTB Op pj�a t), / � � Jimmy L Taggart Lie. No. 'A 22841 b4 jai 12/17/2021 d8810NAL 6�a Q Z_ C7 > zm W LO 0= J W w � � m W Q T Q w W 'O O z Q z Q W o � O Q Q w U 06 0 Q � Ew-� Q �.�..� � Q J Q o O W 0= �_ 0 Q O 0= DESIGNED BY: MSK DRAWN BY: MSK CHECKED BY: ZCD DATE: 08-23-2021 SCALE: N/A JOB: 8438 SUB: 2021-00195 SHEET: 2 OF 12 a 00 17 [V In [V 0 N u 3 a LL a' m IN x a GENERAL CONSTRUCTION NOTES DI ANI NI/ITGC 1. THE OWNER MAY ACT AS THE PROJECT MANAGER OR DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE DURING THIS PROJECT. CONTRACTOR SHALL REPORT DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED. 2. THE DESIGNER HAS CONDUCTED NO STUDIES DESIGNED TO DISCOVER THE PRESENCE OF ANY HAZARDOUS SUBSTANCES ON THIS PROPERTY AND ASSUMES NO RESPONSIBILITY OR LIABILITY RESULTING FROM THE PRESENCE ON ANY SUCH SUBSTANCE. 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES. THIS INCLUDES ALL NECESSARY PERMITS, INSPECTIONS, BONDS, AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH THESE PLANS AS WELL AS LOCAL, STATE, AND FEDERAL POLICIES. 4. PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE RESIDENT ENGINEER OR HIS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY THE CONTRACTOR. 6. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST EDITION) AND THE VDOT ROAD AND BRIDGE SPECIFICATIONS (LATEST EDITION). 8. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERING DESIGN. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 9. ALL WATER LINES SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 10. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. EARTHWORK, DRAINAGE, & SITE CONDITIONS 1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR BE NO GREATER THAN 2:1. 2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THE FILL. 3. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. 4. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VDOT ROAD & BRIDGE STANDARDS (LATEST EDITION) UNLESS OTHERWISE STATED WITHIN THE PLANS.. 5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, AND IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS. 7. IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE PROJECT MANAGER AND ENGINEER BEFORE FINAL GRADING COMPLETION FOR ADVICE AND CONSENT. UTILITIES & DRAINAGE SYSTEMS UTILITIES 1. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT CONTRACTOR'S EXPENSE. 2. THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES. CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE NON-EXISTENCE OF UTILITIES. AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION, CONTRACTOR SHALL NOTIFY MISS UTILITY (1-800-552-7001) AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS WATER SEWER POWER PHONE AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES LOCATED, AND TO HAVE THEM REMOVED OR RELOCATED, OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE RESPECTIVE OWNER, IF THE METHOD OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE RESPECTIVE UTILITY'S RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES SHALL BE BORNE BY CONTRACTOR UNLESS INDICATED OTHERWISE. CONTRACTOR SHALL EXCAVATE TO LOCATE BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICAL ADJUSTMENTS TO ITS WORK AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH UTILITIES. 3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS. 4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM AND SHALL ONLY OCCUR WITH THE KNOWLEDGE AND PERMISSION OF THE SERVICE'S OWNER OR AUTHORITY. 5. THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR. 6. ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE PERFORMED BY THE CONTRACTOR. CONTRACTOR SHALL KEEP A "REDLINE" SET OF PLANS DOCUMENTING ALL SUCH AS -BUILT REVISIONS. DRAINAGE SYSTEMS 1. CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED. 2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS, AND FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE. 3. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE PROJECT MANAGER BEFORE BEING BACKFILLED OR BURIED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH INSPECTION. 4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS. 5. REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR UNLESS NEGOTIATED OTHERWISE BEFORE PROJECT BIDDING; AND IF NOT SALVAGED FOR RE -USE, SHALL BE DISPOSED OF LAWFULLY. 6. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL PRIOR TO FINAL ACCEPTANCE. 7. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 8. ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM THEIR PRE -CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED, EXTENDED OR OTHERWISE ROUTED USING MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH A WAY THAT THE NEW DRAINAGE PATTERNS ARE ACCEPTABLE TO ENGINEER AND THE PROJECT MANAGER. CONCRETE & ASPHALT 1. ALL FORMS SHALL BE INSPECTED BY THE PROJECT MANAGER OR HIS REPRESENTATIVE BEFORE ANY CONCRETE IS PLACED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO REMOVE AND REPLACE CONCRETE PLACED PRIOR TO OR WITHOUT SUCH INSPECTION. 2. ALL MATERIAL INSIDE FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS AND OTHER LOOSE DEBRIS. SUB -BASE MATERIAL SHALL BE COMPACTED BY MECHANICAL MEANS. 3. CONCRETE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 DEGREES FAHRENHEIT (F) IN THE SHADE AND RISING. 4. 1/2" PREMOLDED EXPANSION JOINT MATERIAL SHALL BE PLACED AT A MAXIMUM OF 30' INTERVALS ON NEW SIDEWALK, CURB, CURB & GUTTER, AT EACH END OF DRIVEWAY ENTRANCES, AT EACH END OF HANDICAP RAMPS, SOME POINT ON ENTRANCE WALKS AND STEPS ADJUSTMENTS, AND ALONG BUILDINGS AND WALLS WHERE NEW CONCRETE SIDEWALKS ARE PLACED AGAINST THEM. 5. ALL EXISTING CURBS, CURB & GUTTER, SIDEWALK AND STEPS TO BE REMOVED SHALL BE TAKEN OUT TO THE NEAREST JOINT. 6. EXISTING ASPHALT CONCRETE PAVEMENT SHALL BE SAW CUT AND REMOVED AS PER THE SPECIFICATIONS. REMOVAL SHALL BE DONE IN SUCH A MANNER AS TO NOT TEAR, BULGE OR DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL, ALL CUTS SHALL BE PARALLEL OR PERPENDICULAR TO THE DIRECTION OF TRAFFIC. 7. DISPOSAL OF ALL EXCESS MATERIAL IS THE RESPONSIBILITY OF CONTRACTOR. 8. SEAL (TACK) COAT SHALL BE APPLIED IMMEDIATELY BEFORE ASPHALT IS LAID AND SHALL EXTEND ALONG THE BURIED VERTICAL EDGE OF CURBING UP TO THE ELEVATION OF THE TOP OF THE ASPHALT LAYER. TRAFFIC & SIGNAGE 1. ALL "NO PARKING" REQUIREMENTS SHALL BE PROVIDED BY CONTRACTOR WITH APPROVAL OF THE PROJECT MANAGER. 2. CONTRACTOR SHALL PROVIDE NECESSARY REFLECTORS, BARRICADES, TRAFFIC CONTROL DEVICES AND/OR FLAG PERSONS TO INSURE THE SAFETY OF ITS WORKERS AND THE PUBLIC. TRAFFIC CONTROL SHALL BE DONE WITH THE KNOWLEDGE AND PERMISSION FROM THE STREET'S OWNER OR AUTHORITY. 3. CONTRACTOR SHALL MAINTAIN SAFE AND PASSABLE PUBLIC ACCESS TO PROPERTIES AND THE PUBLIC RIGHT-OF-WAY DURING CONSTRUCTION. ACCESS FOR EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES. 4. EXCEPT AS OTHERWISE AUTHORIZED IN WRITING BY THE PROPER AUTHORITY, THE WORK SHALL BE COORDINATED AND PERFORMED IN A MANNER SO THAT ALL EXISTING FIRE HYDRANTS SHALL BE ACCESSIBLE AT ALL TIMES DURING THE WORK. 5. CONTRACTOR SHALL NOTIFY AND GAIN PERMISSION FROM THE PROPERTY OWNER(S) TWELVE (12) HOURS IN ADVANCE OF BLOCKING ANY ENTRANCE. NO ENTRANCE SHALL BE BLOCKED FOR MORE THAN TWELVE (12) HOURS IN ANY 24 HOUR PERIOD WITHOUT APPROVAL OF THE PROPERTY OWNER, EXCEPT WHERE NEW ENTRANCES ARE CONSTRUCTED. 6. WITHIN 24 HOURS OF THEIR REMOVAL, CONTRACTOR SHALL REPLACE MAILBOXES, STREET SIGNS, TRAFFIC SIGNS, AND THE LIKE THAT ARE REMOVED FOR CONSTRUCTION. PERMANENT OR SUITABLE TEMPORARY ITEMS WILL BE USED AS THE STATUS OF WORK PERMITS. PERMANENT OR TEMPORARY STOP SIGNS MUST BE IN PLACE AT ALL TIMES. COSTS SHOULD BE INCLUDED UNDER THE VARIOUS UNIT BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE. CONTRACTOR RESPONSIBILITIES REGARDING ADA COMPLIANCE 1. CONTRACTORS SHALL PERFORM WITH REQUIRED CARE AND PRECISION IN CONSTRUCTION OF ADA (ACCESSIBLE) COMPONENTS AND ACCESSIBLE ROUTES WITHIN THE SITE. THESE CONSTRUCTED PRODUCTS, AS THE CONTRACTOR LEAVES THEM, MUST COMPLY WITH ALL APPLICABLE STATE AND LOCAL ACCESSIBILITY LAWS AND REGULATIONS AND THE CURRENT ADA AND/OR STATE ARCHITECTURAL ACCESS BOARD STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS INCLUDING REVISIONS OR UPDATES. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE(S) FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE OR EXIT, MUST COMPLY WITH THESE ADA OR ACCESS BOARD CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: 1.1. HANDICAP PARKING SPACES AND PARKING AISLES -SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. 1.2. RAMPS (CONCRETE OR OTHERWISE) -SLOPE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET. 1.3. LANDINGS -MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. 1.4. ACCESSIBLE ROUTE PATH OF TRAVEL -MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (ENCROACHMENTS SUCH AS CAR OVERHANGS OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 ° ° 5.0% FOLLOWING THE DIRECTION OF TRAVEL AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.08 /° FOR CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.0%), RAMP SPECIFICATIONS (ABOVE) MUST BE ADHERED TO. MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. RAMPS MUST HAVE ADA HAND RAILS AND "LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DIRECTION (1/4" PER FOOT OR NOMINALLY 2.08%) FOR POSITIVE DRAINAGE. 1.5. DOORWAYS ALONG ACCESSIBLE ROUTES -MUST HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.08%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICCANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY CODE.) 1.6. IF PROJECT INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF THAT WORK. IMPROVEMENTS PLACED BY THE CONTRACTOR MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS. 1.7. CONTRACTOR SHALL VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON -CONFORMING CONCRETE. 2. CONTRACTOR IS URGED TO REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE AFTER FORMS ARE SET AND PRIOR TO COMMENCEMENT OF CONSTRUCTION OR IMPROVEMENTS. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN AN EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE- CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TEST PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFACE EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9 (A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY VDOT. ALL DRAINAGE OUTFACE EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. THE CONTRACTOR SHALL FIELD VERIFY THE LENGTH OF ALL STORM DRAINAGE PIPE. 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A,B OR C). 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY. 12. A MINIMUM CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. ADDITIONAL CLEAR ZONE MAY BE REQUIRED DEPENDING ON THE CATEGORY OF ROAD DESIGN. 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. THE CROSS SLOPE SHALL BE MAINTAINED AS SHOWN ON THE PLANS. EXCEPTIONS WILL NOT BE ALLOWED. 14. ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGNS, ETC.) ARE TO BE FURNISHED AND INSTALLED BY THE DEVELOPER PRIOR TO ACCEPTANCE SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL" AND THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. THE LOCATIONS OF ALL SIGNS ARE SHOWN ON THE PLANS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE STATE SECONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE DETERMINED BY VDOT PRIOR TO ACCEPTANCE. THE SPEED LIMIT IS TO BE POSTED 5MPH BELOW THE DESIGN SPEED. 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 17. USE VDOT STANDARD CD-1 OR CD-2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS. 18. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT INSPECTIONS AND ARE TO BE ACCEPTED INTO VDOT'S MAINTENANCE PROGRAM AND OWNERSHIP. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT AND/OR COUNTY INSPECTOR PRESENT. IN ADDITION, IF HIGH -DENSITY POLYETHYLENE (HDPE) PIPE OR PIPE SYSTEM IS INSTALLED, THE CONTRACTOR AND A REPRESENTATIVE FROM THE PIPE MANUFACTURER SHOULD HOLD APRE- CONSTRUCTION MEETING FOR INSTALLATION TRAINING. THE PIPE MANUFACTURER SHOULD SPEND A MINIMUM OF TWO HOURS ON THE JOB SITE DURING THE INITIAL PIPE INSTALLATION. A 7 A g w OZ z U) Ouo) Jo J H a) Q> w U T J = p� O U a m V a Z = W a OU) w0 0 W O¢ �¢ 0 _ a JZ vU Z� 0 ¢_ V �> N W w (5 0 Z rn > N V W N W a Z J O �1 W U U w a J H > r O O w a O OJ w¢ c a rnx rn U z 0 a u U w 0 a 0 O z w z w Z zO a z w o z z O w H a z U z o U w u � � O C3 u 0 u 0 w o m > a o 0 N N 0 ti V z o}�bSyTB Op pj�a Jimmy L Taggart Lie. No. 'A 22841 b4 jai 12/17/2021 d881017AL Eta Q Z_ 0 z W W J tr < w E- a_ �/� CO M O W vJ r Q z Q U 0 0 z W Q z � W D- � = c\l pW cow o 0 W U) � O04 < J Q o z W o cW7 0 Q O DESIGNED BY: MSK DRAWN BY: MSK CHECKED BY: ZCD DATE: 08-23-2021 SCALE: N/A JOB: 8438 SUB: 2021-00195 SHEET: 3 OF 12 BOUNDARYLINE INFORMATION LINE BEARING DISTANCE / / / / / / / / / / / / / / /I I J L 1 N 87 23'05" E 26.04' / / / r / �� / f l l a� -- ` - - - 2 STREAM 1 } I IIII 1 L2 S 29`18'35" E 27.36' k30 // / / ///-� / / f / / / J// / I �i�� C !III I L3 N 71'09'25" E 27.84' / //l// ///i/� //\\\ V /�\/ / i / / / / / / / A% ^- ALBEMARLE COUNTY STEEP SLOPES OVERLAY - MANAGED ®ALBEMARLE COUNTY STEEP — — — — — / \ / / l i✓ J i / / / / / /i / ' — — — — SLOPES OVERLAY - PRESERVED J IVI V I�Il 11 ly ------- / i �l! y/ / 38 1 _ v s901 —430— 1 / oo �o moo k a 6� — — — — — — — — — — — /'/ // / i j/ PROPOSED SANITARY SEWER CONNECTION POINT TO EXISTING MH—T. ------ 0 A \ --_, ---, _ —440 ELF I / - EDER NO HOLDINGS C TMP 6 k209078 ACRES / /� Jti!' 'z'/? T ' i� PRESERVED RVED SLOPES UNTY pKy�Al//lJ/lJ�/moo f ljLLJ 43 40 � / 95 430 A A p \ 1 ABELVEDERE �� V A \ P v v� v v o — _ _ �/�� \ 0 1 �- PHASE3 LOCK10 �v A A �� / `------ �i/'k� � SUB- I (THIS PLAN BELVEDERE PHASE fvBJ J ND - - — I WPO-2020-00034 APPRpVE/D I (\ \\ SER TRS / i \ 11 /04/2020 COVERS :OTHPHASE 5A & PHAS5B \ �y'0/ X TRAIL TB R \\ - ----w PROPOSED STREET � \ l l �- \ _.. \ J D NLORA kA M- \ / ( PHASE- \ \ WATERLINE CONNECTION POINT / \I SDP-2020-00038�. \ 440 I A I ( 1 /��A� \ \ � I J EX. TREELINE TOC PROPERTY LINE T.B.Rv.v�^vim ...... .' /� , — — — EX. STORMWATER - ALBEMARLE COUNTY MANAGEMENT / \ \ MANAGED SLOPES _ _430 \ \ V \ \ FACILITY ? ; v v v \ A WPO-2020-00034 / !�� �o v (TYP) v �C/ / / l lI 1 I I /l PROPOSED STORMWATER `'BELVEDERE LAND I ---- Y � DISCHARGE AREA l % APPROVED UNDER HOLDINGS LLc 1, � v V A \ \ - TMP 62-16D /.;;:<: \ \ \ \ \ WPO-2020-00034 OPEN SPACE RES v s r A rs 23fs 1'30 " (10 s. 4' I l � � V A v v v� � —430� / l \ BONDS70NE VENTURES LLC TMP 62E7-D BONDSTONE VENTURES LLC OPEN SPACE / ZONING: R4 TMP 62F1-D OPEN SPACE 7.09 ACRES / / / / / p0 ZONING: R4 —40 7.09 ACRES _ i'i' // �/' / ///l /I // /^\� -- ----� = � -------_�� k�0 / �� i' // / / / ``/---- ------ \ 50 0 50 100 150 - - - - - - - - - - - - - ' �� i i� �i ��/�/ \ SCALE: 1"=50' , l \ _ U 7 m p w U O Z zUN 0(0 M J H 00) maw U Q r J = �y 00 aWm = 0_ z w a Oc o w 0Q �Q J Z v U Z0 Ir w i N n 0 i o v aW N� /y1 N w .�ll`fJyl' Q< Z J > O aww = } U) > _ C) Ow C a WO E Ma rn Uor �yRB op Jimmy L Taggart Lk. No. 1 4°j Aka,.12 17/2021 `fib d88f0NAL �6 Q Z (7 cc > a m -j O Q Q E- �`w^ C9m W VJ T Q Q Q J v 0 z Q z Q w :D O jr L N U � Lu z .60 Q O w � Q � > x o z Q J a O 0w a m � z Q� � W cl z O a ac H 0 w a 0 O z w z o z w O � z O w w d � � s w o 0 0 �Q ow o m > a N N o 0 w o Z ei N DESIGNED BY: MSK DRAWN BY: MSK CHECKED BY: ZOD DATE: 08-23-2021 SCALE: 1 ":50' JOB: 8438 SUB: 2021-00195 SHEET: 4 OF 12 r, a 0 N i0 In [V O ch 3 CL LL m IN a x a STORM STRUCTURE TABLE I STRUCTURE #: DETAILS: PIPES IN: PIPES OUT: 30 RIM = 431.89 (31-30), 24" RCP INV IN=426.81 (30 to OUTFALL), 24" RCP INV OUT=424.91 / 31 RIM = 441.76 (32-31), 24" RCP INV IN=428.90 (31-30), 24" RCP INV OUT=428.90 32 RIM = 441.27 (40-32), 15" RCP INV IN=429.79 (32-31), 24" RCP INV OUT=429.04 (33-32), 15" RCP INV IN=430.04 / 33 RIM = 442.94 (34-33), 15" RCP INV IN-434.12 (33-32), 15" RCP INV OUT=432.87 (37-33), 15" RCP INV IN=435.27 34 RIM = 444.17 (35-34), 15" RCP INV IN=434.96 (34-33), 15" RCP INV OUT=434.96 / 35 RIM = 443.58 (36-35), 12" RCP INV IN-436.08 (35-34), 15" RCP INV OUT=435.83 / (46-35), 15" RCP INV IN=436.08 36 RIM = 444.08 (36-35), 12" RCP INV OUT=437.65 NEW BELVEDERE, 37 RIM = 443.42 (38-37), 15" RCP INV IN=436.51 (37-33), 15" RCP INV OUT=436.51 I NC IMP 62A3-1 VACANT S / / 38 RIM = 443.97 (39-38), 12" RCP INV IN=437.02 (38-37), 15" RCP INV OUT=436.77 / ZONING., NMD 91.414 ACRES e 39 RIM = 443.78 (39-38), 12" RCP INV OUT=437.46 40 RIM = 437.84 (41-40), 12" RCP INV IN=431.21 (40-32), 15" RCP INV OUT=430.71 41 RIM = 437.84 (41-40), 12" RCP INV OUT=431.35 42 RIM = 430.83 (43-42), 15" RCP INV IN=424.98 43 RIM = 433.86 (44-43), 15" RCP INV IN=425.75 (43-42), 15" RCP INV OUT=425.75 _ ___ - EX T \ �•53 \ 44 RIM = 433.86 (45-44), 15" RCP INV IN=426.31 (44-43), 15" RCP INV OUT=426.11 i \ / 45 RIM = 432.55 (45-44), 15" RCP INV OUT=428.02 S 46 RIM = 442.73 (47-46), 12" RCP INV IN=436.50 (46-35), 15" RCP INV OUT=436.50 v 47 RIM = 443.17 (47-46), 12" RCP INV OUT=436.69 ¢ p / SOJP62GNp�s�D� \P / \ \ JP 0 GRE / \ \ \ \\ / MG \ \ / \ 57 G\1 \ \ RZG\N pGR —w VDOT S f` --CD-2 3A (TYP) CD-1 VDOT STD. MH-1 / z' `_' ' PROP. SAN. i' SEWER ESMT. 4 V OT STD. EC-1 N 23°51 '30" W 1069.24' \ \ 8x6 FHA DI-2A \ WATER METER \ (TYP) N Qn Q rn N O O N ELECTRICAL TRANSFORMER (TYP). FINAL PLACEMENT TO BE DETERMINED BY DOMINION POWER (RO 8" PLUG FOR EXPANSION N VDOT STD. DI-1 \ L- MJ s M1 ° DI, 2A SANITARY SEWER LATERAL (TYP) 8x6 FHA VDOT STD. K DI-3A (TYP) GQ� _ t7 14+00 H — �_ 4 x w DOMESTIC / WATERMETER (TYP) i J/ NOTE: ALL CD'S AND UD'S WILL BE ATTACHED TO AND DRAIN TO i THE NEAREST DOWN HILL DRAINAGE INLET. R LEGEND PROPOSED EASEMENTS EXISTING EASEMENTS TREE SAVE AREA ©<<� SANITARY STRUCTURE 31 b'l STORM STRUCTURE ❑T EXPECTED LOCATION OF TRANSFORMER FIRE HYDRANT f ROAD SIGN RETAINING WALL SAFETY RAILING PAVEMENT PHILLIPS, E L & ANN P 7MP 62-16A RESIDENTIAL ZONING: R4 NOTE: CONTRACTOR TO UTILIZE VDOT DETAIL 101.01 (EW-1,1A), 105.02 (IC-2), 106.08 (IS-1), 106.14 (106.14), AND 303.02 (WP-2) AS NEEDED. STORM STR 45 & 44 HAVE BEEN DESIGN TO CAPTURE 100% OF FLOW ELECTRICAL TRANSFORMER (TYP). FINAL PLACEMENT TO BE DETERMINED BY DOMINION POWER 8" DIP WATERLINE BOA & PLUG FOR EXPANSION 50 100 15 I U 6 m w C) Z ZoN Oro Y� J F 00)i ¢ w U a r J = �yi OU ¢� m o Z =w ¢ `� 0w wo O O Oa �= a� JZ vU ZO T� Ir V �> N x W0 o W N a z Lj U J a J = 0 l n azw O OU o W w � ¢ rn= M Ucj �o{�$syT/H pf pr Jimmy L. ToggOrt uc. No. e 22841 4� ��►e12/17/2021 a,#° 88�ON1L a Z 0 �ryy� � W J Qui 0 W a U m W T a LL z Q z Q W O H CV U C) LU cD 06 Q � W � u~, J Q w < 0 o VJ a _ Op Z O d it c.i 0 r 0 z o� N w Z in O z Z � O z w w d r � z w o v o o�� o V � � O >m a ti N N O O w r N N ¢ O ✓t p .i ti N N .-1 N Z DESIGNED BY: MSK DRAWN BY: MSK CHECKED BY: DATE: 08-23-2021 SCALE: 1 "=50' JOB: 8438 SUB: 2021-00195 SHEET: 7 OF 12 a m v r [V 0 rlj Is 3 CL i� m IN a d 4" 3000 PSI CONCRETE VDOT ST'D CG-6 7:�111:isfe.0viLl POINT OF FINISHED GRADE \ F 1/4": 1 % 1.5" SM-9.5 1/4": 1' - VDOT ST'D 4 C I � 1/4": 1' 4" VDOT 21A ...... ;; _ t 4' VDOT 21A BASE _ M1 STONE BASE STONE BASE 6" VDOT 21A 3" BM-25 8' SUBBASE (21A) 6" VDOT 21A STONE BASE STONE BASE 1' 5' 6 2' 19, 10' 2' 6' 5' CONCRETE PLANTING TRAVEL LANE TRAVEL LANE PLANTING CONCRETE SIDEWALK STRIP 0.5' INCLUDING PARKING 0.5' STRIP SIDEWALK 33.5' 24.5' 4" 3000 PSI CONCRETE VDOT ST'D 4" VDOT 21A STONE BASE 8" VDOT 21A STONE BASE 1.5' 5' 6' 2 CONCRETE PLANTING SIDEWALK STRIP 0.5' TYPICAL SECTION - A FOWLER STREET STA 18+33.57 TO 18+98.26 (25 MPH DESIGN SPEED) N.T.S. 50' PUBLIC R-O-W POINT OF FINISHED GRADE 1.5/" SM-9.5A 1 �- 1/4": V 1/4": 1' y ono 3" BM-25 8" SUBBASE (21A) 10' 10' TRAVEL LANE TRAVEL LANE 25.0' 25.0' TYPICAL SECTION - B FOWLER STREET STA 18+98.26 TO 23+25.87 (25 MPH DESIGN SPEED) N.T.S. 4" 3000 PSI CONCRETE VDOT ST'D CG-6 4" VDOT 21A STONE BASE B" VDOT 21A STONE BASE 1.5' 5' 6' 2' CONCRETE PLANTING SIDEWALK STRIP 0.5' 50' PUBLIC R-O-W POINT OF FINISHED GRADE, 1.5" SM-9.5A - 1/4": 1' ,` 1/4": 1' --a 3" BM-25 10, 10, TRAVEL LANE TRAVEL LANE 25.0' 25.0' TYPICAL SECTION - C MIRANDA CROSSING STA 10+00.00 TO 15+20.64 (25 MPH DESIGN SPEED) N.T.S. VDOT ST'D CG-6 1/4": V !II�I�I4�1�91 B" VOOT 21A 4" VDOT 21A STONE BASE STONE BASE 2 66' 5' PLANTING CONCRETE 0.5' STRIP SIDEWALK VDOT ST'D 4" 3000 PSI CG-6 CONCRETE �-- 1/4": V Y 5' 4" 3000 PSI CONCRETE -I I I I I I I I I -I I I I I I I I I -III -III III �� � ll��LL�llll� a all �I II I� IIII III III III 4" VDOT 21A uiluuN- -I �II 11-1_�- STONE BASE COMPACTED TYPICAL SIDEWALK SECTION N.T.S. 4" VDOT 21A STONE BASE B" VDOT 21A STONE BASE 2 66' 5' PLANTING CONCRETE 0.5' STRIP SIDEWALK V 5' 465 460 455 450 445 440 435 430 425 420 415 FOWLER ROAD EXT. PROFILE DESIGN SPEED: 25 MPH HORIZ. SCALE: 1"=50" VERTICAL SCALE: 1"=10" VPI STA = 19+00.00 VPI STA = 20+51.28 VPI EL = 445.07 -----V LEN - K = 41 _ 100.00' 49 _ 50.00 K = 25.16 VSD = 568.06 - z z jco Ico I� w > a 00 O C + as N z c"I IIQ pl N ROPOSED GRAN MIN COVER=3. ' OQ W N 00 N m w - - - - - - _ _ - - - - STA.=2 + INV.=439.34 XISTING GRADE m L, N 8 DI CLASS 2Ln WATERLINE T � I o cr O ce Z O 00 N O w O 00 N O cD X I u- \ _ XZ Ln i 0N +M r It v N II +ow a0 0 II a a0 a �w o (m n 04 ¢ d SA=24+38.20 ADE CATCH w � GC a d+p H II (n w J L L W 2 II a � J Q W II W F U J H U d= W H H J H o = d O N N > > J > > co V V V V rn v N O 4 v It V It V 00 v 00 O (M V V V V V n N O O 4 +'4 � It (0 LID (A co M � V � V v CA V V V m o Ln r V N V V V VIt n w O 00 4 O � �lqr 1- 00 (A M M n M 1- n O n 07 '�: lqr M n Vn N V V 455 450 445 440 435 430 425 420 415 19+00 20+00 21+00 22+00 MIRANDA CROSSING PROFILE DESIGN SPEED: 25 MPH HORIZ. SCALE: 1"=50" VERTICAL SCALE: 1"=10" 23+00 465 460 455 450 445 440 435 430 425 420 415 24+00 24+50 W 00 m O ~ W Q W> N pl -EXISTING r)-AOC' 00 t O IN COVER=3.5' PROPOSED GRADE "' + o a a tssz ; w a (n A, 0 U N W 00 N Vir RLINE CI]PROPOSED \ C7 O \ o >< x GRADE CATCH STA=16+02.7 0 + w o w w w z in 25 2 HIn 0,11 _ �cn . Ln o N 19t It n u') Vu') M to n (0 co (0 (r O O (0 n n rn n M I,- 0 O N O L0 O 00 O N O 00 O I O r 0 Ih 0 (0 O O O zl M M r N Q7 r 06 O n 01 1 06 n n (D (O 4 6 O V � 'qt V V V M V (`M Izi- M M co M M M co M M M M 10+00 11+00 FILL AREA NOTE: THE CONTRACTOR IS TO VERIFY 95% COMPACTION IN ALL FILL AREAS. 12+00 13+00 NOTE TO CONTRACTOR: ** SPECIAL ATTENTION ** ANY UNDER -DRAINS OR CROSS -DRAINS INSTALLED MUST BE VIDEO INSPECTED SIMILAR TO THAT REQUIRED FOR VDOT ACCEPTANCE OF STORM SEWER. CONTRACTOR IS RESPONSIBLE FOR ACCEPTABLE CONDITION AT ALL TIMES UNTIL STREET ACCEPTANCE. 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. 14+00 15+00 455 450 445 440 435 430 425 420 415 16+00 1 1 50 100 150 1 11 1 10 20 30 0 0 0 0 0� 1 MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: 1. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. 2. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. 3. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. 4. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. 5. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN. PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. 6. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. 7. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. 8. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. � g W 5 �o U° O z cq z CU3 N (O �Ya 2 J Q0 Mew O T J = OU ¢U m "o oZ 0 =Wa 0(l) w0 O Va �_� JZ v0 ZO 0 (A > o f.r.j w NO IJ I LL W Z V1 O a_ o v o_ w °' N W a 0 J > U u w a J } U) > _ z W O 0 Fii W V) Ir rn= rn U z 0 a a 0 w a 0 Oz w z w z o z w O z z O w w H � � a H s Z U w u O 0 � u 0 U� 0 om w o 0 a Oi o .. N N 0 N z syta of Pj�c Jimmy L. Taggart Uc. No. .Ss 22841 spa ae 12/17/2021 ♦{ dggZONAL s�G Q Z_ C7 m z LO O J LU O W '^ � m W W T a LL LU O v U ZLLI a-? F c\I cl W a_ra_r Q X a Q _� H a f� OTw Fr C CD CD 1­­ 04 C7 a O (r DESIGNED BY: MSK DRAWN BY: MSK CHECKED BY: ZOD DATE: 08-23-2021 SCALE: 1 ":50' (H); 1 "=10' M JOB: 8438 SUB: 2021-00195 SHEET: 8 OF12 a N V O 0 m 0 Ch 3 a LL a' K m IN a 2 d I \ U o m W r C0o U Z Z�N O o to o STORM 42-45 CCn� ¢ rn L 0 1 J = �d 00 ¢U) DO STORM 35- 47 STORM 32-41 455 455 STORM 33-39 Ir - Q o w 0Q MIr ¢ 4 2) 460 460 460 460 450 450 460 460 Z Z0 Cj 11 455 455 455 455 445 445 455 455 N qu W a o O j w CE IiJ N W 450 450 450450 440 440 450 450 Q N z 11 > C' 445 445 445 445 435 435 445 445 n J a J irrn> 25.13' - 15" RCP RCP @ 1.21 % a o w 440 440 440 440 430 430 440 440 00 w cn ¢ 435HULj 435 435 435 425 425 435 435 rnc=i 430 430 430 430 420 420 430 430 425 425 425 425 415 415 425 425 Lq 420 420 420 420 410 410 420 420 0 d it 415 415 415 415 405 405 415 415 0 410 410 410 410 400 400 410 410 w r ¢ 0 O Z STORM 30-36 Z w O z o 460 460 d it Z o U w u u 455 455 � o u a O w p m 450450 a 0 0 445 445 0 ti NOTES: 440 440 Z 1. THE CONTRACTOR IS TO VERIFY 95% COMPACTION IN ALL FILL AREAS. 435 435 2. MAINTAIN V MINIMUM VERTICAL SEPARATION BETWEEN STORM SEWER AND WATERLINE. 3. MAINTAIN 1' MINIMUM VERTICAL SEPARATION BETWEEN STORM AND SANITARY SEWER. 430 430 $sy'I n Op p 425 425 �o rpm 420 to 420 ��7P. Jimmy L Taggart Lie. No. A 22841 44 415 20) 415 10 0 10 20 30-as412/17/20216ti44 gBfONAL 410 410 SCALE: 1 "=10' (V) 50 0 50 100 150 (ni405 405 SCALE: 1 "=50'(H) Q Z_ 0 0: > z Z m J 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 Z L CE E- DO Line :J W r Q T� LU o at i Z < z a W I-1 cc Ir N O0 o W a 06 Q Q � Ix W � U) Q� Q° J < a MwM < cc W � C) (� cQ G O (r Line InletlD q= q q Q Junc Curb Inlet Grate Inlet Gutter rOff Ir ead Depth Spread Depr No y T"roOT1011i IF r11 1 t PO rLu t N N N � N � a a I � N M D_ PROPOSED GRADE tl fl pp Op Op �E1051NG GR s3.7s' is" eP,ao.s o cp 25.73' - 12" RCP @ 0.74% w z t0 t0 � 3 � � o ao rn t`1 r MCODr00 r a M uiIOD � M M M H O �� o II a II II r n n O � r R � r OZZ II =Z o_ II O ¢ (nzzz r» rz (n_ Nzz 10+00 11+00 N � 43 44 45 � T m � m N N � II (O � J J �� 7 a d ao' 0 00 moo � WATERLINE X G ROPOSED G DE f_ GL O O rn r 32 3 I 35 °D2 Y!Dunl ��eotT� N � LL) O (` 67 N II O J v c¢+t � J .- a d J a a N II ROPOSE a GRADE a II d II a J N d a II N 39. - 15 2 .23' - 12" RCP @ 6.22°k 2s.2 2a" RCP @ o.sa% EXISTING GRAD z 17 .11' - 15" RCP @ 0.50% CP@2.17% z 'D z IS-1 / 96.45'-24" r0 f0 81. 8' - 15" RCP @ 3.47% p z z 3 �,I° ¢ x � � 1y0 m OO � � GQ ry0.P M N O �� M N � 3 ¢ 00 W � 0 I'7 �M It In � ��M + v � O O � II � No CIA carry caps Byp Type Inlet Gyp Line Ht L Area L W So W Sw Sx n Depth Sp Line Inlet Dn 51m Drng Inlet Tc i Flow Invert Inve 37 N a � � r � N � N � 67 N I 7 J N (7 II a II ¢ II ¢ 010 p U IL N p ~ o � a 0 Op po 52.49' - 5" RCP 0. 0% z x v n ao z rn z M M M � M JC a n v m �il O M �Nl+n 'D N u) N�C�F t0� u) f0O 3Ol u) �M �M r �w^j mrrj � N II � p II � II � t II �r ll Irr Ot II �r o -- o- � o? o rz Nzz�zz - Nzz N _ 10+00 11+00 Line Sim q Downstream Len Upstream Check JL cceff Minor loss Invert HGL Depth Area Vel Vel EGL Sf Inve DESIGNED BY: MSK DRAWN BY: MSK CHECKED BY: ZQD DATE: 08-23-2021 SCALE: 1":50' (H); 1"=10' (� JOB: 8438 SUB: 2021-00195 SHEET: 10 OF12 a Ali m (p m C) ch a LL CL m w N a a / / / n // <v I1111 LEGEND °i / /' j'f��l ' l /) ' ° �`-- /r ��� / !//;' O<0 si. 50 0 50 100 150 Qi SCALE: 1"=50' TREE SAVE AREA V Lz 1 I I II ALBEMARLE COUNTY STEEP SLOPES OVERLAY - MANAGED ALBEMARLE COUNTY STEEP / ' SLOPES OVERLAY - PRESERVED i —————— —430— AANEW aEiuEDERE� ) hy�//� `9 / \ INC rMP ANT 1 1 , 1 P ua cANr ZONING: NMD 97.414 ACRES , A - / // / / /�� / / / / /oJ ------------------------- ��� - �.3/ / 1// // /i -v U, A ` / /------- I�8p5 °Og —440 I / / / / / / _ I ( / // — — / / �ii % —i I I l / /' ~ \ \ \ \ /l / / / 0 f \= --_-- ,— — — — — — — — — — — — — Lb � o \ 1 I \, I PHILLIPS, E L & ANN P rMP sz- 1 sA °c'� i RESIDENTIAL ZONING: R4 00 100 / / l / / / / / i / i / /� _ - ► �� DA 0.12 AC00% 4314W I N / 1 / f� NEW BELVEDERE, INC.100 / A V 1- � A 4 — IMP 62-16D _ / - �� � 36 3B _ A f 00 46 O OPEN SPACE / ♦ 44 DA=0.18 AC 000000 DA=0.08 AC ZONING: R4 _ — / f C=0.67 f f / 46 C=0.60 15.0 ACRES �._— f� MY 04 s -- - -rt - A�• � ���i��I / � � � 100 \ TP I� m i / I \ -� - 00 35 ,� XV f 33 1 -\ \--� f DA-0.10 AC I , f f \ \ / ,cif 39 C=0.68 \ f f \ 45 DA-0.56 AC f DA=0.80 AC C=0.73 ��a // f 34 34 \ C \ •�• - --- 39 /� low y =0.78 I f :./ \ _ / / k� J / 1 i / / - — v // �,v♦ �4 �1 41 ♦� /��i � as VI I I 1 1 / r�rl v III /j- '.e�E H1oa,�`µ`: // I/ / \� \'i / .....y * /:: �: .1.. •.� \. , .\ /_ / , // \ ` 4. 436 DA00.030 AC 43 n / \ i .. ... .... ... �.... y `...... . /� J DA=o2s ,t /�0B 61 - — AC .... �, ;� v�/v� 4s2 _ >f� \ / Iv 0 1M aso a oR� - II / v v _ 4aa L ' 'All l \ III I c c RE Vv\ W 1 o� / Otce PERN�� so eao -400 _ ---- ---- Z,70 — — — — — _____ m � s w O Z z cu7 N l0 � Y Q 2 J Q m M J O T J = �yi OU ¢� m "0 aZ =w a OW wo 0 W OQ ¢ JZ v0 Z� �> N xi w cn (EIr > o v aw /y� N w Qy`fJy1' Q Z J > O Q w w = O to J a J } cr)0 � Z w O 00 0 W w uQ m= M O Z O a of u 0 w a z� O z N w z � o z o z n w O w a Uo z 0 w d O W O u a o w o m > a ti ti w o 0 0 o ti N N Z N �O}��SyTB Op pfp� Jimmy L Taggart u22841 A �a.� 12/17/2021 1 d8810NAL s�o Q Z_ M > W JK LO Ir 0 � M W W Q r Q Q w p w z W Q z z W N ° Q W c� F QLu p <5 > X 0 Q _j Q Q C m w C/J Q DESIGNED BY: MSK DRAWN BY: MSK CHECKED BY: ZCD DATE: 08-23-2021 SCALE: 1 "=50' JOB: 8438 SUB: 2021-00195 SHEET: 1 1 OF 12 LEGEND EASEMENTS TREE SAVE AREA ALBEMARLE COUNTY STEEP SLOPES OVERLAY -MANAGED ALBEMARLE COUNTY STEEP SLOPES OVERLAY - PRESERVED DRIP LINE PROTECTIVE DEVICE MAXIMUM LIMITS OF CLEARING AND GRAI PROPOSED GRADINC VILLAGE GREEN ZELKOVA SCARLET OAK o SHADEMASTER THORNLESS HONEYLOCUST `i'� rrrr M r r r r r dv;wl m as rw,p WHERE DRIPLINE IS LESS THAN 5' M� CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES Source: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976 TP TREE PROTECTION NO SCALE Sidewalk DeepRoot Barrier (UB 18-2 or UB 24-2) 1 REINFORCED RUBBER HOSE, ARBOR TAPE, OR NYLON WEBBING DECID Top of DeepRoot barrier must be at least 112" (13mm) above grade DEEP ROOT BARRIER DETAIL Plate 3.38-1 FtCurb VDOT NOTES: 1. STREET TREES PROVIDED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 2. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS County of Albemarle Conservation Plan Checklist -To be placed on Landscape Plans (Handbook, pp 111-284-111-297 for complete specifications) 1. The followine items shall be shown on the olan: ® Trees to be saved; Limits of clearing (outside dripline of trees to be saved); f�71 Location and type of protective fencing; l� Grade changes requiring tree wells or walls; Ud Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. Id No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre-Constr rction Conference: Tree preservation and protection measures shall he reviewed with the contractor on site. 4. E ui meut O eration and Storage: Heavy eyuipment. vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: 10 Such devices shall not adversely affect trees to be saved. 6. Fires: 9 tires are not pcnnitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencin is TreeUO s to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. Ed Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: When the ground level most be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. Ill. Tr" �Walls: l7o When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall he provided; and a construction detail submitted for approval. 11. Trencl in ad T taaelin : When Trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Clea�nu : m Protective fencing shall be the last items removed during the final cleanup. 13. Dam a Trees: Damaged trees shall be treated immediately by pruning, ferlitimflon or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIRE S. � �% I, I - I / Q /�,U ,ram 01 /31 /2020 CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 - Soil backfill - DeepRoot Barrier (UB 18-2 or UB 24-2) NOTE: CONTRACTOR TO INSTALL DEEP ROOT BARRIER ON - Subgrade LANDSCAPING TREES WITHIN 10 FT OF ALL PROPOSED UTILITIES PRUNE DEAD OR DAMAGED BRANCHES. DO NOT PRUNE CENTRAL LEADER. REINFORCED RUBBER HOSE, ARBOR TAPE, OR NYLON WEBBING - 2X2 HARDWOOD STAKE PLACE TOP OF ROOT BALL SLIGHTLY ABOVE GRADE. --SHREDDED HARDWOOD MULCH (MIN. 4" DEPTH (DO NOT MULCH AGAINST TRUNK OF TREE) L EARTH BERM AROUND BED REMOVE STRINGS, WIRE, BURLAP FROM TOP 1/3 OF BALL TREE PLANTI NO SCALE ON UNDISTURBED SOIL PLANT SCHEDULE KEY QNTY BOTANICALNAME COMMONNAME SIZE NOTE 10-YEAR TREE COVERAGE AREA(SF) I TOTAL(SF) Canopy Tree GT 15 Gleditsia triacanthos inermis "Shademaster" ISHADEMASTER THORNLESS HONEYLOCUST 1.5" Cal. B&B 1 424 6360 QC 15 Quercus coccinea ISCARLET OAK 1 1.5" Cal. I B&B 1 370 5550 ZS1 9 IZelkova serrata "Village Green" IVILLAGE GREEN ZELKOVA 1.5" Cal. B&B 1 452 4068 TOTAL 15978 GENERAL NOTES & MINIMUM STANDARDS 1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT AND THE LANDSCAPE ARCHITECT. 2. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. 3. TREES SHALL BE 1.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED. 4. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF. 5. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 6. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001. 7. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL PROJECT ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED, OR IS UNHEALTHY AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 8. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN. 9. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 10. STREET TREES PROVIDED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. PRIMITIVE TRAILS STANDARDS , PRIMITIVE TRAILS ARE TO BE CONSTRUCTED TO STREET TREE REQUIREMENTS THE OUNTY DESIGNDS MAN ALBCLASSEBCTYPE 1, PRIMITIVE ANATURE PROPOSED WITH THIS PLAN, PHASE 5B TRAILS STANDARDS. SURFACE: EARTH @ 1 TREE / 50 LINEAR FEET FRONTAGE MIN. WIDTH: ENOUGH TO MARK LOCATION FOWLER STREET (SECTION OF ROAD PROPOSED WITH PHASE 513) DESIGN ALIGNMENT: 20% MAXIMUM GRADE (THIS 945.6 LINEAR FEET OF FRONTAGE / 50 = 18.9 TREE REQUIRED IS A MINIMUM IMPACT NATURE TRAIL) 19 TREES PROVIDED 1. OTHER DESIGN CONSIDERATIONS: TRAIL BREAKS TO PREVENT EROSION, WITH FOOT MIRANDA CROSSING BRIDGES OVER MAJOR OBSTACLES.. 967.1 LINEAR FEET OF FRONTAGE / 50 = 19.3 TREES REQUIRED 20 TREES PROVIDED PREVIOUSLY APPROVED LANDSCAPING PROP. AN. - SEWER ESMT. TREE CANOPY REQUIREMENTS (PHASE 5A + PHASE 5B 20% TREE CANOPY REQUIRED TOTAL SITE AREA = 15.00 AC (653,479 SF) OPEN SPACE = 3.75 AC (163,350 SF) NET SITE AREA = 10.52 AC (490,129 SF) TREE CANOPY REQUIRED = 98,026 SF (20%) TREE SAVE AREA = 81,881 (65,505 • 1.25) PROPOSED TREE CANOPY = 32,947 (6.7%) TOTAL TREE CANOPY = 114,828 (23.4%) 50 0 50 00 150 lllilllilllilllillli � � 1 PHILLIPS, E L & A TMP 62-16A RESIDENTIAL ZONING: R4 PROP. STORM SEWER ESMT. rn zU g w 5 U in ° Z z to OO(o �Y> 2 J H0 taw 0 a ,- J = oo Q� w w Oa Ir Q JZ vU ZO ¢_ W i N w 0 C? LL i/] O Z m % o a W N a Z > O U wl J a J _ (n rn OaOw w/ OU o W w o n- Q m= rn U o� 0, a� Jimmy L /Tcggart Ltc. No. 22841 bQ A�0 12/17/2021 ti4d eg8f0RAL E¢o a z 0 i Z 'm^ Ili u J Q Q W a- C m W T Q z Q J U 0 a z Q z z Q W a- o a Er N U w U Q 0 < z co Q Q w W Q J Q O LU Fr � mLU a z O a v 0 w Q 0 y Oz 0 w r•1 w z o z w O c Z � ow z � w o V o o � w o V G H � O m > a N N O O �y N N Q O 0 � Z '""� N DESIGNED BY: MSK DRAWN BY: MSK CHECKED BY: ZQD DATE: 08-23-2021 SCALE: 1 "=50' JOB: 8438 SUB: 2021-00195 SHEET: 12 OF 12