HomeMy WebLinkAboutSUB202100195 Plan - Submittal (First) 2021-11-01Q
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SITE DATA
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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
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APPROVED
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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:
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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
SHEET 9
SHEET 10
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SHEET 12
SIGHT DISTANCE PROFILE
STORM SEWER PROFILES & CALCULATIONS
STORM INLET DRAINAGE AREA MAP
LANDSCAPING PLAN
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DEVELOPMENT OF BELVEDERE PHASE 5 (A AND B), TMP 62-16D, WATER QUALITY PORTIONS OF THIS PLAN HAVE BEEN SATISFIED WITH PURCHASING vl iul Ivy Q
9.68 LB/YR OF OFFSITE NUTRIENT CREDITS IN THE SAME OF ADJACENT HYDROLOGIC UNIT CODE (02080204). COMPLIANCE OF 9VAC25-870-65.F: teSVIII2 Z
OFFSITE ALTERNATIVE IAW 9VAC25-870-69 PURCHASE OF NUTRIENT OFFSET CREDITS IS PROPOSED AND AFFIRMED. SEE APPROVED VSMP PLAN, --{
WPO-2020-00034 FOR DETAILS. -17
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REGARDING WATER QUANITY ANALYSIS FOR POINT OF DISCHARGE
COMPLIANCE OF 9VAC25-870. 13.1.13 CHANNEL PROTECTION : —� ® 2
( ) VICINITY MAP APPROVALS CL u) � m
IN ACCORDANCE WITH CHANNEL PROTECTION SECTION B.3.A OF 9VAC25-870-66 OF VIRGINIA LAW; THE MAXIMUM PEAK FLOW RATE FROM THE W < Q
ONE-YEAR 24-HOUR STORM FOLLOWING THE LAND- DISTURBING ACTIVITY IS IN ACCORDANCE WITH THE ENERGY BALANCE METHODOLOGY. SEE SCALE: 1 1000 FEET DEPARTMENT SIGNATURE DATE W LL
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APPROVED VSMP PLAN, WPO-2020-00034 FOR DETAILS. Gt U W
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DEPARTMENT OF FIRE RESCUE Q W O iZ'
COMPLIANCE OF 9VAC25-870-66.0 (FLOOD PROTECTION): cc N U
VA. DEPARTMENT OF TRANSPORTATION ® W Cfl
IN REFERENCE TO FLOOD PROTECTION SECTION C.1, THE SITE'S POINT OF DISCHARGE RELEASES CAPTURED STORMWATER INTO A CONVEYANCE W U U
PLANNING/ZONING 06 0 Q
SYSTEM THAT, FOLLOWING LAND DISTURBING ACTIVITY, CONFINES THE POST -DEVELOPMENT PEAK FLOW RATE FROM THE 10-YEAR 24-HOUR STORM 0 W F-
EVENT WITHIN THE STORMWATER CONVEYANCE SYSTEM. Q10POST-DEVELOPED <_ Q10PRE-DEVELOPED. SEE APPROVED VSMP PLAN, WPO-2020-00034
FOR DETAILS.
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DATE:
11-01-2021
SCALE:
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JOB:
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SUB:
2021-000
SHEET:
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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
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:
63 LOTS/15 AC = 4.2 DU/AC
MINIMUM LOT SIZE PERMITTED:
N/A
BUILDING HEIGHT:
35' MAXIMUM
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
& MINIMUM FROM ROW (25' MAXIMUM FROM ROW)
SIDE SETBACK
& MINIMUM UNLESS THE BUILDINGS SHARE A COMMON WALL (NO MAXIMUM)
GARAGE
FRONT LOADING GARAGE
18' MINIMUM FROM THE ROW (NO MAXIMUM)
SIDE LOADING GARAGE
& MINIMUM FROM THE ROW (NO MAXIMUM)
BUILDING SEPARATION
MINIMUM
1U UNLESS THE BUILDINGS SHARES A COMMON WALL
MAXIMUM
NONE
REAR
20' MINIMUM, NO MAXIMUM
LOT TABULATION
25 SFD LOTS 6.00 ACRES
38 SFA LOTS 2.63 ACRES
RIGHT-OF-WAY* 2.62 ACRES*
OPEN SPACE** 3.75 ACRES** (25%)
TOTAL 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 LiDAR, 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
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EXISTING INDEX CONTOUR
PROPOSED CONTOUR
20
EXISTING EDGE OF PAVEMENT
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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
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PROPOSED STORM SEWER
EXISTING SANITARY SEWER
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PROPERTY LINE
EASEMENT LINE
CENTERLINE
LIMITS OF CLEARING AND/OR GRADING ■aasaaaaaaaaaaaa
EXISTING SPOT ELEVATION 12 0
PROPOSED SPOT ELEVATION +12.0
EXISTING TREE DRIP LINE
EXISTING TREE EC. O ;IC
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 SHALL KEEP ACCURATE RECORDS OF ANY CHANGES SUBSTITUTIONS, ALTERATIONS, VARIATIONS OR UNUSUAL
CONDITIONS ENCOUNTERED OR IMPLEMENTED WHILE ENGAGED ON THIS PROJECT. THESE RECORDS SHALL BE IN THE FORM OF
"REDLINES". "REDLINES" SHALL REFER TO THE CONTRACTOR'S HAND ANNOTATIONS USING RED COLORED PEN/PENCIL TO DEPICT
ACTUAL CHANGE, SUBSTITUTION, OR CONDITION.
PRIOR TO CONTRACTOR REQUESTING PARTIAL OR FULL PAYMENT, CONTRACTOR SHALL PROVIDE THE OWNER WITH AN UP-TO-DATE
CONTRACTOR'S RECORD DRAWING. SPECIFICALLY, THIS SET OF PLANS, ISSUED TO THE CONTRACTOR AS FINAL CONSTRUCTION
DRAWINGS, SHALL BEAR THE "REDLINE" MARKINGS LISTED BELOW AS WELL AS THE CONTRACTOR (AGENT OR SUPERINTENDENT)
SIGNATURE AND CERTIFICATION BELOW:
1. REDLINES SHOULD ALWAYS BE ACCURATE NEAT, LEGIBLE, DATED AND REASONABLY SCALED.
2. ADD LARGE RED LETTERS TO TITLE SHEET WITH 'CONTRACTOR'S RECORD DRAWING' INCLUDING CONTRACTOR'S NAME, DATE, AND
OTHER RELEVANT INFORMATION
3. CONTRACTOR'S REPRESENTATIVE OR SUPERINTENDENT SHALL INITIAL EACH SHEET. IF A SHEET HAS NOT BEEN CHANGED AT ALL
OR NO MARK HAS BEEN ADDED, LABEL THE SHEET ONLY'NO CHANGES'
4. IF A SHEET HAS BEEN CHANGED OR MODIFICATIONS HAVE BEEN ADDED, LABEL IT'REVISED'
5. USE WRITTEN EXPLANATION TO DESCRIBE CHANGES. REFER TO SPECIFIC ACTIONS INSTEAD OF REFERENCING CHANGE ORDER
NUMBERS OR RELATED DOCUMENTS
6. USE CLEAR LETTERING
7. NEVER REMOVE OLD VALUES OR DETAILS, JUST REDLINE OR "X" THROUGH THEM. IF THERE IS NO ROOM FOR THE NEW
VALUE, YOU CAN GO TO THE SIDE AND REDLINE THE REPLACEMENT VALUE.
8. PROVIDE THE REDLINE DETAILS OF CHANGES OR ADDITIONAL INFORMATION, INCLUDING BUT NOT LIMITED TO FABRICATION,
ERECTION, INSTALLATION, LOCATION, SIZING, MATERIAL, DIMENSION, ADDITIONS, RELOCATIONS, SUBSTITUTIONS, ETC
9. BE SPECIFIC WHEN MAKING NOTES TO UNDERGROUND UTILITIES, SHOWING EXACT LOCATION, DEPTH, AND MATERIAL USED
(EXAMPLE: SEWER LATERALS)
10. PROVIDE ALL NECESSARY INFORMATION OF CONTRACTOR'S DESIGNED SYSTEMS OR SUBSTITUTIONS
11. CROSS OUT ANY PLAN REFERENCE TO "APPROVED EQUAL" AND REPLACE WITH ANY SPECIFIC INFORMATION OF VARIANCE USED
DURING THE CONSTRUCTION PROCESS
12. ANY CHANGES IN INVERT ELEVATIONS, GRADE MODIFICATIONS, SLOPES, AND RELATED INFORMATION ON PIPING UTILITIES,
EARTHWORK, ETC. SHALL BE REDLINED.
13. RECORD ALL UNEXPECTED OBSTRUCTIONS, COMPLICATING FACTORS, UNSUITABLE CONDITIONS FOUND IN THE PROJECT AREA
INCLUDING ROCK, UNUSUAL TOPSOIL CONDITIONS, BURIED DEBRIS, ETC.
14. ATTACH OR INCLUDE ANY SHOW DRAWINGS OR SUPPLEMENTAL INFORMATION TO THE CONTRACTOR'S RECORD DRAWING
15. CHANGES MADE AS A RESULT OF ANY REGULATORY OR OWNER INSPECTION PROCESS
CERTIFICATION STATEMENT:
THIS HAND -MARKED SET OF DRAWINGS HAS BEEN "REDLINED" TO PROVIDE ACCURATE DETAILED RECORD OF ANY SUBSTANTIVE
CHANGES TO THE APPROVED DESIGN DRAWINGS. ANY ITEM NOT "REDLINED" ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD
BE CONSIDERED TO BE "CONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWN".
NAME, TITLE
FOR:
(DATE)
(CONTRACTOR)
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DATE:
11-01-2021
SCALE:
N/A
JOB:
8438
SUB:
2021-000
SHEET:
OF 12
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GENERAL CONSTRUCTION NOTES
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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 PLUMBING FIXTURES. PL S U NG FIXTURES HAVING FLOOD LEVEL RIMS TH ABOVE EL 0 E ELEVATION
ON 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
-I . 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 F UTILITIES. - -
C O U LI IES. 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 REGULATION AN THE ADA AND/OR A S D CURRENT STATE ARCHITECTURAL CCESS
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
(
0) 0) 5.0% FOLLOWING THE DIRECTION OF TRAVEL AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2 08/0FOR 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 N THAN I
0
O MORE AN 1:50 IN ANY DIRECTION 1 4 PER FOOT OR NOMINALLY 2.08/o FOR POSITIVE
DRAINAGE. (1/4"
/ )
1.5. ALONG ACCESSIBLE - DOORWAYS 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 SMPH 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 MAYBE 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 T0. 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 5MP H 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.
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DATE;
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SCALE:
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JOB:
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SUB:
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SHEET:
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BOUNDARY LINE INFORMATION
LINE BEARING DISTANCE
L1 N 81'23'05" E 26.04'
,4 _ ) 1
L2 S 29'18'35" E 2Z36' /kip `�'--- �-�'� � � � O Ob CL STREAM � 1
L3 N 71'0975" E- 27.84' \/
ALBEMARLE COUNTY STEEP
SLOPES OVERLAY -MANAGED
/ I
F-1 ALBEMARLE COUNTY STEEP
SLOPES OVERLAY -PRESERVED
oll
SOIL LINE 1
\ EX. MH (TIP)
—430— \ \ 1 I a 1 /
NEW BELVEDERE,
If
TMP NC 62A3-1
aip / VACANT
f / ZONING: D 91,414ACRES
SOILS INFORMATION:
2C - ALBEMARLE FINE SANDY LOAM - 7 TO 15 PERCENT SLOPES, 35 TO 60 / / / .h10 PROPOSED SANITARY SEWER / / /
INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC CONNECTION POINT TO /a 2 Ao\ \
GROUP: c / EXISTING MH-L — . 5 E
27B - ELIOAK LOAM - 2 TO 7 PERCENT SLOPES, MORE THAN 80 INCHES TO
RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 3g0/ '390�.
/ o \ /
27C - ELIOAK LOAM - 7 TO 15 PERCENT SLOPES, MORE THAN 80 INCHES
TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 4
95 - HATBORO SILT LOAM - 0 TO 2 PERCENT SLOPES, MORE THAN 80 ALBEMARLE
/ / / I ! J tq / COUNTY
INCHES TO RESTRICTIVE FEATURES, POORLY DRAINED, HYDROLOGIC � / i ` O// / 0 / / I / PRESERVED SLOPES � / � \ � \ PHILUPs, E L & ANN P
GROUP: BID - y,� / / _ - _ - / t i (TYP) �q° \ / TMP 52-164
® / / RESIDENTIAL
ZONING: R4
i
95.77 / / 130—
R � �
\ -NEW BEC VEDERE, INC. / Z I / / ! I \
TMP 62-76D
OPEN SPADE / HIS PLAN)
\ ZONING Ra
50 BELVEDERE PHASE �B // \
A. /430� / ��
i
WPO-2020-00034 / APPRpVED l \ r, - - -- - — 11/04/2020 COVERS OTH \ \\ �`l-
- -
�� — --- PHASE 5A & PHA3* 5B _ a
_- -- ----- J U U
a lJ _ l._/.__1 _
f } " �- - , ,- - U lJ L r�
EX. TRAIL T.B.R / I/ / / ! / 4a0/ JJ�
PROPOSED STREET & r✓ \
WATERLINE CONNECTION POINT
D�NLORA FARM
PHASE 1
EX. SHED TAR
SOIL LINE
(`r 1• .� \ BELVEDERE 7 ` °' _ _ \
PHASE 5A 7 ( )
SUB2020-00170 /� �� -�. ` f SEX. POLE T.B.R
(UNDER CON ON)
EX. TREEUNE TO
PROPERTY LINE T.B.R
ALBEMARLE COUNTY
MANAGED SLOPES - -430 -_
C���//I�/// %II��vAv
PROPOSED STORMWATER C T -_
/ D/SCHARGE AREA
APPROVED UNDER
WPO-2020-00034
- -
_
3p N 23'51 '36" W 1069.
-a3o
BONDSTONE VENTURES LLC V o-
\
TMP 62F7 -D /
�\
OPEN SPACE
ZONING: R4
/ /
A ��_--
7.09 ACRES
,_
�-- _
-- —aaD
50 0 50 100 150
7
- -
SCALE: 1"=50'
�
,
LEGEND
TREE SAVE AREA
F-1 ALBEMARLE COUNTY STEEP
SLOPES OVERLAY -MANAGED
F-1 ALBEMARLE COUNTY STEEP
SLOPES OVERLAY -PRESERVED
EXISTING BELVEDERE PHASE 5A
--- 44.2-X2.56%
SANITARY STRUCTURE
3®
J
/ /
FJ`' STORM STRUCTURE
/
I r
ED EXPECTED LOCATION OF TRANSFORMER
-L FIRE HYDRANT
f ROAD SIGN
L2 Co
RETAINING WALL
gyp— SAFETY RAILING
PAVEMENT
BTL: BUILD -TO -LINE
OS: OPEN SPACE
NEW BELVEDERE, / \
-- — — — i INC 1 �•NOTE: GRA ING WITHIN
TMP 6243-1 / / \ STEEP SLOS IN THIS
VACANT CAl / / / A�/AREA IS A DIRECT RESULT
ZONING.: NM0 ( .� OF ROAD GR ES.
/ //// j//�/ f / 91_414 ACRES
TEMPORP
GRADING
PHILLIPS. E L & ANN P
IMP
62-16A
— — - RESIDENTIAL
ZONING, R4
Lo o io zo so 4�
SCALE: i"=io' / _ / s / / 61PEN
PACE
9571
41•25�35 46 J�
s i i
\ \ \ L �. _ \ \ \ v -- - NEW BELVEDERE, INC.
\ \ \ / TMP 62-160 "I OPEN SPACE / J u> 45
ZONING: R4
\ \ \ \ \ 15.0 ACRES q
a
m 44 f 49
Y — 50\ -- -
/ /
$EE'DUIyLORA
/ f I1-1'...:..;' `:'"^:,.. •.:: - e ' o i• / — FARM - PHASE 1•
RONi ♦ ♦ S \
14i00 -15
FOWLER STREET
+ TEMPORARY
GRA�ING EASEMENT \ \`
63
\ / '—
� 54m 56 —
oI
t eEivEDene ' '
PHASE SA
NNDER OOIJBTRILJGTION)
I
_ i 1
1
A
o1GY 5� 58 57 �f I
a�`- ���� •� >\' /// 1/ lilt $ � �`.I f, "�\\\\\ \ \ �
/N �3•�1'3 "IW ! 16.�4/ / / / \\ \ \ \ \ — \ /
/ --- --��
_a30
' I I \ I I \1 1 I � \\1�\ \IJ .g;r � p yyete'` T\ 1 ) \—��J�\---•�''�'' r / ,/-`\ ` \ \1 \\ �- _� � � /_ `-__ /'/ // // // � l l /1 ! I I I I I � \\\� �� � � �_ _ ---�. /
-- — — — _ — \
— 50 0 50 100 150
' /' SCALE: 1"=50'
//-
STORM STRUCTURE TABLE
STRUCTURE #:
DETAILS:
PIPES IN:
PIPES OUT:
30
RIM = 431.81
(31-30), 24" RCP INV IN=426.81
(30 to OUTFALL), 24" RCP INV OUT=426,61
31
RIM = 441.76
(32-31), 24" RCP INV IN=431.33
(31-30), 24" RCP INV OUT=431.14
32
RIM = 441.76
(40-32), 15" RCP INV IN=433.15
(33-32), 15" RCP INV IN=432.63
(32-31), 24" RCP INV OUT=432.43
33
RIM = 443.42
(34-33), 115" RCP INV IN-435.46
(37-33), 5" RCP INV IN=435.46
(33-32), 15" RCP INV OUT=435.26
34
RIM = 444.67
(35-34), 15" RCP INV IN=436.39
(34-33), 15" RCP INV OUT=436.19
35
HIM = 444.08
(36-35), 15" RCP INV IN=439.10
(46-35), 12" RCP INV IN=439.10
(35-34), 15" RCP INV OUT=438.90
36
RIM = 444.08
(36-35), 15" RCP INV OUT=440.17
37
RIM = 443.42
(38-37). 15" RCP INV IN=437.24
(37-33), 15" RCP INV OUT=437.04
38
RIM = 443.97
(39-38). 15" RCP INV IN=439.78
(38-37), 15" RCP INV OUT=439.62
39
RIM = 443.78
(39-38), 15" RCP INV OUT=440.27
40
RIM = 437.84
(41-40), 15" RCP INV IN=434.28
(4032), 15" RCP INV OUT=434.08
41
RIM = 437.84
(41-40), 15" RCP INV OUT=434.42
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=425.56
44
RIM = 433.86
(45-44), 15" FOP INV IN=426.31
(44-43), 15" RCP INV OUT=426.11
45
RIM = 432,55
(45-44), 15" RCP INV OUT=428.02
46
RIM = 443.22
(47-46), 12" RCP INV IN=439.69
(46-35), 12" RCP INV OUT=439.52
47
RIM = 443.17
(47-46), 12" RCP INV OUT=439.83
v
65
18�
5.55 h5 3h E
95 �7
5 41 25 35.
E
r_
NEW BELVEDERE, INC. I
TMP 62-16D
OPEN SPACE
ZONING: R4
15.0 ACRES
A6h 99
I \
CONNECT TO EXISTING WATERLINE.
Nf �� CONTRACTOR TO REMOVE EXISTING BLOW -OFF
:~
-rtec>'[5.:.. M':•'? :":'ke. \ AT THE WATER CONNECTION POINT
�1.
1
� �
h
NEW BELVEDERE, -I
INC
TMP 62A3-1
VACANT
ZONING: NMD
91.414 ACRES
\R
vp
E
� p5
ELECTRICAL TRANSFORMER
(TYP). FINAL PLACEMENT TO
0 BE DETERMINED BY DOMINION
POWER
8x6 FHA p 1 MW
I �
�'�'�`��- 5 C BOA & PLUG
' 22+p0 • o PUg \C O FOR EXPANSION
5
::.....:::...x \
.................
8x8 TEE: 3 GATE pM
A:;'•T'i ???;:;7;:;:::. _ — \ \ VALVES & BOX 'ta \ypQ Sc�Slft'
„2R,
00
/ . 14�1 DO—`—�,=—i-]—_�_ •— -..r DI-3A (TYP)
CD
�pL_ FOWLER STREET ��� �8+0�
------ VDOTS
— — —
ROF �S�
EX FHA01,
Py
BELVEDERE
PHASE 5A
9 t. SUB 2020-00170 \ l:✓ 7 7 ��
SDP-2020-00036 VDOT STD. MH-1
UNDER CONSTRUCTION
WATER METER
(TYP)
PROP. STORM
SEWER ESMT.
PROP. STORM /
SEWER ESMT.
rr SANITARY SEWER
/ LATERAL (TYP)
/ 8x6 FHA
�2
VDOT STD. EC-1
DOMESTIC
0`
PARES i
2
To'l
V&
8
Op
\
S0"'0 SOONPYS'
\
0
Al 23.51 30" W 1069.24'
WATERMETER (TYP).
i
VDOT STD.
VDOT STD. -
DI-3A (TYP)
LEGEND
PROPOSED EASEMENTS
EXISTING EASEMENTS
TREE SAVE AREA
EXISTING BELVEDERE PHASE 5A
® SANITARY STRUCTURE
31 FZ-1 STORM STRUCTURE
0 EXPECTED LOCATION OF TRANSFORMER
-� FIRE HYDRANT
f ROAD SIGN
RETAINING WALL
SAFETY RAILING
PAVEMENT
PHILLIPS, E L & ANN P
TMP 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 STIR 45 & 44
HAVE BEEN DESIGN TO
CAPTURE 100% OF FLOW
ELECTRICAL TRANSFORMER
(TYP). FINAL PLACEMENT TO
BE DETERMINED BY DOMINION
POWER
8" DIP WATERUNE
BOA & PLUG
FOR EXPANSION
4 �
W-
`PROP. STORM .o
SEWER ESMT,
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DATE: 1
11-01-2021
SCALE: 1i'=50'
JOB:
B438
SUB:
2021-DOD
SHEET: 7 OF 12
58' PUBLIC R-O-W
R-/W
POINT OF
R/W
4' 3000 PSI
CONCRETE
VDOT ST'D
CG-6
FINISHED
GRADE
VDOT ST'D
1.5' SM-9.5 CG-6
4" 3000 PSI
CONCRETE
114": 1
1/4-: 1
1/4": V
4' VDOT 21A
"-
- -^�
4' VDDT 21A
STONE BASE
BA5E
A
STONE BASE
6" V00T 21A
STONE BASE
3' BM-25
B" SUBBASE (2fA)
6' VDDT 21A
STONE BASE
1'
5'
6'
2'
19'
f0' 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'
TYPICAL SECTION - A
FOWLER STREET
STA 18+33.57 TO 19+10.98
(25 MPH DESIGN SPEED)
N.T.S.
TYPICAL SECTION - A TRANSITION TO TYPICAL SECTION - B
STA 19+10.98 TO 19+86.18
50' PUBLIC R-O-W
R/N POINT OF c FIINISHED R N
4' �O oO BSI VOOT ST'O GRADE VDOT ST'D 4' 3000 P5I
TAR"R�.e
1/4': V -� --
4' VDOT 21A
STONE BASE
fA
ESTONE
5E
CONCRETE PLANTING
SIDEWALK STRIP 0.5'
4
91�
1.5' SM-9.5A
s-- 1/4': 1
1/4': 1' -a
BASE
3" 11
B" SUBBASE (21A)
10,
10'
25. 0' I 25. 0'
TYPICAL SECTION - B
FOWLER STREET
STA 19+86.18 TO 23+25.87
(25 MPH DESIGN SPEED)
N.T S.
50' PUBLIC R-O-W
- 1/4": V
4' VDDT 21A
8' VDDT 21A
STONE BASE
STONE BASE
6'
5'
PLANTING CONCRETE
0.5' STRIP SIDENALK
�GRADE VDOT5T'D 4' 3000 PSI
1.5' SM-9.5A C _6 CONCRETE
f- 1/4': V% 1/4-: 1' --� �- 1/4': V
4' VDOT 21A
Y R-F STONE BASE
5' 6' 2' 10' 10' 2' 6' 5'
CONCRETE PLANTING TRAVEL LANE TRAVEL LANE PLANTING CONCRETE
SIDENALK STRIP 0.5' 0.5' STRIP SIDEWALK
25.0' 25.0'
TYPICAL SECTION - C
MIRANDA CROSSING
STA 10+00.00 TO 15+20.64
(25 MPH DESIGN SPEED)
N.T.S.
46`.
46(
45:
45(
44`.
44(
43`.
43(
42`.
42(
41!
FOWLER ROAD EXT. PROFILE
DESIGN SPEED: 25 MPH
HORIZ. SCALE: 1"=50" VERTICAL SCALE: 1"=10"
VPI STA = 20+51,28
VPI ST
19+01.28
VPI EL = 445.07
LEN =
63,18'
K = 24,94
K = 2(.03
VSD = 563.27
14z
is
16
-
PROPOSED
GRAD
:2i
o
N
8
rn v
MIN CO
ER=3.
•
a
od
win
a
m�
-
EXISTING-
-
--
GRADE..
- A--
-6- CLASS 52-
a m
DIP WATERLINE
a
SS!
N-Q
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G
ADE CATCH
m r�i
3c'j
II
II
° n
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A=24+38.20
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O as
r O
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V T
a V
V V
a V
V
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O V
V O
V O
P'1 r
V M
M
V
N
V
O V
O
V V
V V
V
45E
45(
44.
44(
43`.
43(
42`.
42(
41E
$65
t60
t55
t50
t45
t40
t35
t30
t25
120
t15
19+00 20+00 21+00 22+00 23+00 24+00 24+50
MIRANDA CROSSING PROFILE
DESIGN SPEED: 25 MPH
HORIZ. SCALE: 1"=50" VERTICAL SCALE: 1"=10"
c
;�
s
5R
N + o
- - -
IN COVER-3.5'
PROPOSI
D GRADE
t2
$ ~
- _ x
Td
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Al
r
bN
K
DIP WATERLINE
PROPOSED
X
X
N
GRADE CATCH
STA=16+02
M
d
N
W
N
+
M
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-
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a v
v v
v v
v v
a v
v v
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1U+UU 11+UU
FILLAREA
THE CONTRACTOR IS TO VERIFY 95%
COMPACTION IN ALL FILL AREAS.
12+UU 13+UU 14+UU 15+UU 16+00
155
150
145
140
135
130
125
120
115
50 0 50 100 150
SCALE: 1 "=50'(H)
10 0 10 20 30
SCALE: 1"=10'(V)
5'
MANDATORY INSPECTIONS AT THE FOLLOWING
4' 3000 PSI CONCRETE
NOTE TO CONTRACTOR:
PHASES ARE REQUIRED FOR ROADS THAT ARE
�•=L I nzme'--:'
PROPOSED TO BE STATE MAINTAINED:
Tyr-i r-r
'• "•
. • - -
- 4' VDOT 21A -
SPECIAL ATTENTION
ANY UNDER -DRAINS OR CROSS -DRAINS INSTALLED MUST BE VIDEO INSPECTED SIMILAR
1. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED.
STONE BASE COMPACTED
THAT REQUIRED FOR VDOT ACCEPTANCE OF STORM SEWER. CONTRACTOR IS
2. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED.
TYPICAL SIDEWALK SECTION
RE
RESPONSIBLE FOR ACCEPTABLE CONDITION AT ALL TIMES UNTIL STREET ACCEPTANCE.
3. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED
BASE MATERIALS.
N.T.S.
4. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE
NOTES:
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
1. MAINTAIN A MINIMUM OF 3.5' OF COVER OVER WATERLINE.
MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE.
2. ALL FILL AREAS ARE TO BE PLACED AT 95% COMPACTION.
6. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL
3. MAINTAIN V MINIMUM VERTICAL SEPARATION BETWEEN STORM AND WATERLINE.
INSPECTION.
4. MAINTAIN 1.F MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE.
7. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE
5. STANDARD CD-1 AND CD-2 UNDERDRAINS ARE TO BE PROVIDED AS SHOWN HEREON OR AS FIELD CONDITIONS DICTATE.
ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION.
6. INTERSECTION SIGHT DISTANCE LINES ARE SHOWN USING A 3.5' HEIGHT OF EYE AND A 3.5' HEIGHT OF OBJECT,
B. 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.
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CHECKED BY:
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Jimmy L Taggorl
Ile. No. #
11 M1 21
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DATE:
11-01-2021
SCALE: ji
1-:50' ; 1'=10'
JOB:
843E
SUB: 1
2021-000
SHEET: 8 OF 12
7,__
FLEXIBLE PAVEMENT DESIGN
Design ADT
Soil Support
Average Daily Traffic, or VPD: i
457
Measured CBR
1
4
Present Year:
2021
Results:
2
Design Year
2022
3
Growth Rate (% ):
0
4
Design ADT at Design Year:
457
5
Percent Trucks:
0
Measured CBR Average:
4
Design Traffic Volume:
457
Design CBR:
4
Resiliency Factor
1
Soil Support Value
4
Design Pavement Index:
12
Total Proposed Thickness
Index:
12.3
OK
Material
Equivalency
Min.
Max.
Thickness,
(h) Value, (a)
Inches
Inches
(a x h)
Surface
Asphalt Concrete (SM-2A,B, orC) (Superpave SM-9.5A)
1.5
r 1.67
1.5
3
2.5
Prime & Double Seal or Blotted Seal Surface
0
0.84
0.0
Intermediate
Asphalt Concrete (IMv 1Aor 1B)(Superpave lM-19.OA)
0
1.67
2
2
0.0
Base 1
Asphalt Concrete (BM-2 or BM-3)(Superpave BMv 25.0)
3
1.67
3
`
5.0
Full Depth Asphalt Concrete (BM-2 or BM-3) over Surface
0
1.60
6
0.0
Untreated Aggregate (21A or 21 B)
0
1.00
6
4
0.0
Cement Treated Aggregate
0
1,67
6
4
0.0
Cement Treated Select Material, Type It, min. CBR=20
0
1.50
6
4
0.0
Select Material Type I & II, non -plastic, min CBR = 30
0
0.84
6
4
0.0
Select Material Type 11, non -plastic, min CBR = 20
0
0.60
6
4
0.0
Soil Cement
0
1.00
6 r
4
0.0
Cement Treated Select Material, Type II
0
1.17
6
4
0.0
Cement Treated Select Borrow
0
1.00
6
4
0.0
Base 2
Untreated Aggregate (21A or 216)
8
0.60
4
8
4.8
Cement Treated Aggregate
0
1.33
4
8
0.0
Select Material Type I, non -plastic, min CBR = 30
0
0.50
4
8
0.0
Select Material Type I & II, non -plastic, min CBR = 20
0
0.40
4
8
0.0
Soil Cement
0
1.00
6
8
0.0
Soil Lime
0
0.92
6
8
0.0
Cement Treated Select Material, Type 11
_ 0
1.17
6
8
0.0
Cement Treated Select Borrow
0
'.. 1.00
6
8
0.0
Total Proposed Thickness Index: 12.3
TRIP GENERATION
PROPOSED
ITE CODE
DESIGN
SPEED
DU
PEAK
PERIOD RATE
%PM
VPD/
PER
DAILY
VPD
PM
PEAK TRIPS
PM
IN
PM
OUT
IN
OUT
SFD
210
25 mph
25
9.44
63%
1 37%
0.99
236
25
16
9
SFA
230
25 mph
38
5.81
677
1337 10.52
221
20
13
7
PROPOSED TOTAL
457
45
29
16
46C
45`
45C
44`
44C
43`
43C
0,00
S1GyTalsTq�c 11(00
(
"- 00
m
SCALE: 1"=50'
MIRANDA CROSSING (ISD) PROFILE PROFILE
DESIGN SPEED: 25 MPH
HORIZ. SCALE: 1"=50" VERTICAL SCALE: 1"=10"
15+00
28�0' +
3.5' HT OF OBJECT
280' SGHT
DISTANCE LEFT O.D
2
0' SIGHT DISTANCE RIGHT
3.5' HT OF OBJECT
VLAI
_------
-
FOWLER STREET
MIRANDA CROSSING
FOWLER STREET - -
- - - - -
10+00 11+00 12+00 13+00 14+00 15+00
160
*5
150
i45
t40
f35
f30
50 0 50 100 150
SCALE: 1"=50'(H)
10 0 10 20 30
SCALE: 1"=10'(V)
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DESIGNED BY:
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DATE:
11-01-2021
SCALE:
I 1'=50'(H); 1'=10'M
JOB:
1 8438
SUB:
1 2021-000
SHEET: 9 OF 12
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LEGEND
EASEMENTS
TREE SAVE AREA
F7ALBEMARLE COUNTY STEEP
SLOPES OVERLAY - MANAGED
ALBEMARLE COUNTY STEEP
SLOPES OVERLAY -PRESERVED
EXISTING BELVEDERE PHASE 5A
DRIP LINE
PROTECTIVE DEVICE `l.-
MAXIMUM LIMITS OF '���✓,✓���NS'jf/
CLEARING AND GRADING
PROPOSED GRADING
MIN. 5'
WHERE DRIPLINE
IS LESS THAN
5'
VILLAGE GREEN ZELKOVA
SCARLET OAK
0 SHADEMASTER THORNLESS
HONEYLOCUST
}-r
:2.
CONSTRUCTION OPERATIONS RELATIVE
TO THE LOCATION OF PROTECTED TREES
Source: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976 Plot. 3.38-1
(2)TREE PROTECTION
NO SCALE
REINFORCED RUBBER
HOSE, ARBOR TAPE,
NYLON WEBBING
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.
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
VDOT NOTES:
1. STREET TREES PROVIDED WITHIN THE PUBLIC RIGHT-OF-WAY
SHALL BE MABQTAINED IN ACCORDANCE WITH THE REOUIREMENTS
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 MID ACCOMMODATE PEDESTRIANS
County of Albemarle
Conservation Plan Cherklisl -"To he placed on Landscape Plans
(Handbook, pp 111-284-111-297 for complete specilirm ion.)
I. The rollewlne $hens vhdl be ahawn an the .lest:
® Trees to be saved;
Limi. or clearing (ontudc dripline mf bee, to be saved);
id Location and type ofpracelive fencing
0 Grade changes requiring tree wells or wells;
m Pr M,cd trenching or tunneling beyond the limits ofelearing.
2. mil bees to be saved that$ he amAc l wish print or rihben at a height clearly visible to nptipment operators.
m No grading shall begin until the t,m marking has been inspttted and approved by a County Inspector,
3. Pre ,,Ifracli C- .-,
Treem preservation am] pnnwtinn mwsnresshall b,reviewed wish the r-mcaronsitc.
4. E u mutt O d
nHeavy cyuipmem, vehicular traffic and swinge of consnucticn mateials including soil thWl nor be p- mad within the driplires of trees
w be saved.
S. Soil Erasion and Storm ter Detention Devkm:
Such devices shall trot adversely tfecl trees m be saved.
6. rues ues are tat permincd within 100 feet af,hc dripline of,- to be saved.
7. T
s Toxe materials shell not be stored wilhin 100 No of the dripline of trees to be saved.
8. 110 7 thee- Fencing:
1'rces to he rclnined wilhin 40 feet of n proposed building or grading activity shall be protected by fencing.
m Fencing shall be in place and shall be inspected and approved by n Cmnty Impectnr print to Sending ar c-me ion.
9. T�W el
UO When the ground level muv beraised wilhin lhedripline nfelreemhe saved. alrec well shallbeprovided andacunslmction detail
suhmined for approval.
1
0. T.reeree Wall:
m When the ground level must nc wavered within the dripline a tree w br saved, a Tree wall shall he provided: tent x cunstruninn dcwil
nanmi❑ed earappinval.
11. ---�Tata"=:
r Whcnll7 t bi"l g ns required within the limits ofcicarinp, ii slit$$he donem fin away l'mm the trunks oftrees as possible.'I'umeting
under a large nee shell be considered as an after sai,c wben it is anneipated that necessary trenching will destroy reed,,, rums.
12.
1 micelivr forcing shall be the last items removed during the final cleanup.
IJ. Da T
tees shall be treated immediately by pruning, feniliration m other methods recommended by a mee specialist.
NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION
/ REQUI M
�Vp Ci/31/2020
OWNEROWNER SIGNATURE (DATE)
CONTRACT PURCHASER SIGNATURE (DATE)
5/1/06 Page / of I
NATIVE TRAILS STANDARDS
PRIMITIVE TRAILS ARE TO BE CONSTRUCTED TO THE ALBEMARLE
COUNTY DESIGN STANDARDS MANUAL CLASS B-TYPE 1, PRIMITIVE
NATURE TRAILS STANDARDS.
SURFACE: EARTH
MIN. WIDTH: ENOUGH TO MARK LOCATION
DESIGN ALIGNMENT: 20% MAXIMUM GRADE (THIS IS A MINIMUM
IMPACT NATURE TRAIL)
1. OTHER DESIGN CONSIDERATIONS: TRAIL BREAKS TO PREVENT
EROSION, WITH FOOT BRIDGES OVER MAJOR OBSTACLES..
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 CONTRACTORS NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S
EXPENSE.
B. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION
BY THE HOMEOWNERS 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.
STREET TREE REQUIREMENTS
PROPOSED WITH THIS PLAN, PHASE 5113
® 1 TREE / 50 LINEAR FEET FRONTAGE
FOWLER STREET (SECTION OF ROAD PROPOSED WITH PHASE 5B)
492.4 LINEAR FEET OF FRONTAGE / 50 = 9.8 a 2 = 19.6 TREE REQUIRED
aa18 TREES PROVIDED
MIRANDA CROSSING
520.5 LINEAR FEET OF FRONTAGE / 50 = 10.4 -2 = 20.8 TREES REQUIRED
aa23 TREES PROVIDED
-a DUE TO LIMITED SPACE FOR HEALTHY TREE GROWTH, TWO TREES FROM
FOWLER STREET HAVE BEEN RELOCATED TO MIRANDA CROSSING.
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 a 1.25)
PROPOSED TREE CANOPY = 32,947 (6.7%)
TOTAL TREE CANOPY = 114,828 (23.4%)
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DESIGNED BY: MSK
DRAWN BY: MSK
CHECKED BY: I ZOD
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Jimmy LTaggart
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DATE: 11-01-2021
SCALE: 1r=5U
JOB: 8438
SUB: 2021-000
SHEET: 12 OF 12