HomeMy WebLinkAboutSDP202400017 Plan - Submittal (First) Initial Site Plan 2024-03-04SITE DATA
OWNER/DEVELOPER
PLAN PREPARER:
TAX MAP PARCEL No:
PARCEL AREA:
ZMA PHASING:
BLOCK 10 AREA:
ZONING:
BUILDING SETBACKS:
CURRENT USE:
PROPOSED USE:
ROADS & STREETS:
MAGISTERIAL DISTRICT:
CRITICAL SLOPES:
WATERSHED:
BOUNDARY SOURCE
TOPOGRAPHY:
BENCHMARK:
DATUM
FLOODPLAIN:
STREAM BUFFER:
PARKING REQUIRED:
PARKING PROVIDED:
LANDSCAPING:
RETAINING WALLS:
CEMETERIES:
TRAFFIC GENERATION:
FIRE & RESCUE:
BELVEDERE
PHASE 3 BLOCK 10
GREENWOOD HOMES LLC TMP 62A3 PARCEL 113
455 SECOND ST SE, SUITE 201
CHARLOTTESVILLE, VA. 22902
ROUDABUSH, GALE, &ASSOCIATES INTAL999 SECOND STREET SITE PLAN FARROW CIRCLE
CHARLOTTESVILLE, VA. 22902
(434)-977-0205 RIO MAGISTERIAL DISTRICT, COUNTY OF ALBEMARLE, VA
062A3-00-00-001 BO
95.541 ACRES (GWAY BLA DB 5432-479)
PHASE III - "BLOCK 10"
32.891 ACRES (PER APPROVED PLAT, UNRECORDED AT THE TIME OF SUBMITTAL)
NEIGHBORHOOD MODEL DISTRICT (NMD) PER ZMA-2004-0007 WITH BELVEDERE CODE OF DEVELOPMENT,
AS LAST REVISED ON JULY 22, 2014.
ZONING: MIN = 5' MAX = 25'
SIDE: MIN = 5' MAX = NONE
REAR: MIN = 10' MAX = 20'
VACANT
2 EXISTING TOWNHOMES FROM PHASE IV-2
27 TOWNHOMES (BELVEDERE PHASE 3 BLOCK 10-A FINAL SITE PLAN SDP2019-79, "LOT A-G
FUTURE DEVELOPMENT")
20 TOWNHOMES (FUTURE SITE PLAN - FUTURE DEVELOPMENT)
27 SINGLE FAMILY DETACHED (THIS PLAN - ROAD PLAN)
76 TOTAL LOTS
ALL PUBLIC STREETS SHALL HAVE CG-6 CURB & GUTTER. PUBLIC STREET RIGHT-OF-WAY SHOWN HEREON
SHALL BE DEDICATED TO THE COUNTY FOR PUBLIC USE.
RIO MAGISTERIAL DISTRICT
PRESERVED & MANAGED SLOPES PER ALBEMARLE COUNTY GIS.
CONSERVATION & PRESERVATION AREAS PER ZMA
SOUTH FORK RIVANNA (BELOW RESERVOIR)
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. ROUDABUSH, GALE & ASSOCIATES 2020, DB5294-417,
& DB5289-658.
EXISTING TOPOGRAPHY DRONE -VERIFIED ON 11-APR-2023, AND PROCESSED WITH AEROPOINTS PROPELLER SOFTWARE.
PK NAIL SET IN SIDEWALK AT THE CORNER OF BELVEDERE BLVD AND FOWLER STREET. ELEV = 476.50
HORZ: NAVD 83; VERT: NAVD 88
THIS PROJECT IS PARTIALLY LOCATED WITHIN "ZONE X" AND PARTIALLY LOCATED "ZONE AE" AS SHOWN ON FLOOD
INSURANCE RATE MAP. COMMUNITY PANEL NUMBER 510003C 0279 D. EFFECTIVE DATE:FEBRUARY 4. 2005.
THE 100' STREAM BUFFER IS LOCATED ON TMP 62-2C WHICH IS WITHIN THE "BLOCK 10" AREA.
(AS PER COUNTY CODE SECTION 4.12.6) LOTS 25-36
(2) PARKING SPACES PER TOWNHOUSE UNIT PLUS (1) DRIVEWAY GUEST SPACE PER EACH 4 UNITS
- 4 ONSTREET SPACES REQUIRED
-SINGLE FAMILY DETACHED: (2) SPACES REQUIRED
HILAH ALLEY TOWNHOMES: (2) SPACES PER GARAGE PLUS (2) SPACES PER DRIVEWAY = 80 SPACES
TOWNHOMES ALONG FARROW CIRCLE: MINIMUM (1) SPACE GARAGE PLUS (1) SPACE PER DRIVEWAY
32 ONSTREET PARKING SPACES PROVIDED
STREET TREES TO BE PROVIDED ALONG PUBLIC ROADS PER CODE OF DEVELOPMENT & COUNTY CODE SECTION 32.7.9.
SEE LANDSCAPING PLAN FOR MORE DETAILS.
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.
ALL RETAINING WALLS OVER 30 INCHES IN HEIGHT WILL HAVE SAFETY RAILING.
NO EVIDENCE OF A BURIAL SITE WAS FOUND ON SUBJECT PARCEL
TRIP GENERATION BASED ON SITE TRIP GENERATION MANUAL (9TH EDITION)
47 TOWNHOME UNITS & 27 SINGLE FAMILY
542 TOTAL GENERATED TRIPS
AM PEAK: 42 VPH (9 ENTER/33 EXIT)
PM PEAK: 52 VPH (34 ENTER/18 EXIT)
FIRE HYDRANTS SHALL BE PROVIDED ALONG PUBLIC STREETS AT A MAXIMUM SPACING OF 500-FEET ALONG THE TRAVELWAY
ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT
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.
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.
NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE.
SSAR HAS BEEN USED AS THE MINIMUM STANDARD OF DESIGN.
VICINITY MAP
SCALD D=1000 FEET
SHEETINDEX
SHEET
1 ---
SHEET
2 ---
SHEET
3 ---
SHEET
4 ---
SHEET
5 ---
SHEET
6 ---
SHEET
7 ---
SHEET
8 ---
-- COVER SHEET
-- GENERAL NOTES
-- EXISTING CONDITIONS & DEMOLITION PLAN
-- BOUNDARY & LOT DATA
-- SITE / LANDSCAPE PLAN
-- LAYOUT PLAN
-- GRADING / UTILITY PLAN
-- DETAIL SHEET
CONTRACTORS RECORD DRAWING CERTIFICATIONS STATEMENT:
(SEE SHEET 2 FOR RECORD DRAWING REQUIREMENTS)
THIS HAND MARKED SET OF DRAWINGS HAS BEEN "REDLINED" TO PROVIDE AN ACCURATE DETAILED RECORD OF ANY
SUBSTANTIVE CHANGES TO THE APPROVED DESIGN DRAWINGS. ANY ITEMS NOT "REDLINED" ON THIS PLAN SET OR
SUBSEQUENT PAGES SHOULD BE CONSIDERED TO BE "CONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWN".
NAME, TITLE
DATE
FOR: (CONTRACTOR)
NOTE:
1. APPROVAL OF ROAD PLANS IS ONLY FOR THE ELEMENTS WITHIN THE RIGHT-OF-WAY. APPROVAL OF ROAD PLANS
DOES NOT GRANT APPROVAL OF THE FINAL SITE PLAN, OR ITEMS OUTSIDE OF THE RIGHT-OF-WAY, SUCH AS PARC
BOUNDARIES, OPEN SPACE LOCATIONS, ETC.
2. PUBLIC STREET RIGHT-OF-WAY SHALL BE DEDICATED TO ALBEMARLE COUNTY PUBLIC USE IN ACCORDANCE WITH
ALL APPLICABLE SECTIONS OF THE ALBEMARLE COUNTY CODE.
3. ASSOCIATED PLANS WITH THIS PARCEL
3.1. PRELIMINARY SUBDIVISION PLAT (SUB-2020-139, CONDITIONAL APPROVAL ON 09125/2020)
3.2. INITIAL SITE PLAN (SDP-2019-79)
3.3. ROAD & UTILITY PLAN (THIS PLAN)
3.4. STORMWATER MANAGEMENT PLAN (TO BE SUBMITTED 2/11/2021)
3.5. RETAINING WALL DESIGN PLANS (TO BE SUBMITTED BY OTHERS)
*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 TO BE DEDICATED & MAINTAINED BY THE HOA.
LEGEND
EXISTING INTERMEDIATE CONTOUR
832
EXISTING WATERLINE
_I
EXISTING INDEX CONTOUR
—
PROPOSED WATERLINE
_I
PROPOSED CONTOUR
— —20 — —
EXISTING FIRE HYDRANT
EXISTING EDGE OF PAVEMENT
EX. EP
PROPOSED FIRE HYDRANT
PROPOSED EDGE OF PAVEMENT
EP
EXISTING WATER VALVE
EXISTING CURB AND GUTTER
IX. C&G
PROPOSED WATER VALVE
PROPOSED CURB AND GUTTER
CG-6
PROPOSED WATER METER
TRANSITION FROM CG-6 ROLL-TOP
CG'8 ROLL-TOP
EXISTING REDUCER
EXISTING STORM SEWER
EX. 15" RCP
PROPOSED REDUCER
15" RCP
HANDICAP RAMP (CG-12)
PROPOSED STORM SEWER
DENOTES LOCATION OFSTD
CG-12AND/OR JURISDICICTIONAL
-
EXISTING SANITARY SEWER
-
STANDARD RAMP CONSTRUCTION
PARKING INDICATOR
1z
PROPOSED SANITARY SEWER
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
PROPERTY LINE
BENCHMARK
EASEMENT LINE
SOIL LINES .
CENTERLINE
LIMITS OF CLEARING AND/OR GRADING e
VEHICLES PER DAY COUNT
1,234 VPD
EXISTING SPOT ELEVATION
+12.0
PROPOSED STREET NAME SIGN
PROPOSED SPOT ELEVATION
+12.0
EXISTING TREE DRIP LINE
EXISTING SIGN
0—
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PROPOSED SIGN
—�
EXISTING TREE
} i EX. 16 OAK
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SANITARY MANHOLE IDENTIFIER
Z
PROPOSED TREE
OAK
STORM DRAIN STRUCTURE IDENTIFIER
18
APPROVALS
DEPARTMENT OF COMMUNITY DEVELOPMENT
DATE
PLANNING/ZONING
ENGINEERING
INSPECTIONS
ARCHITECTURAL REVIEW BOARD
DEPARTMENT OF FIRE RESCUE
VA. DEPARTMENT OF TRANSPORTATION
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WGFDESIGNER:
PRODUCTION:
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DATE:
04 MAR 24
SCALE:
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WPO:
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FILE:
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GENERAL CONSTRUCTION NOTES
DI AAI AInTGQ
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 VSMP AUTHORITY OR PROJECT
MANAGER, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
5. 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.
6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL
DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY THE CONTRACTOR.
7. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
8. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST
EDITION) AND THE VDOT ROAD AND BRIDGE SPECIFICATIONS (LATEST EDITION).
9. 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.
10. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL
INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.
11. 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. RETAININNG WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS
EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. REFEER TO INSPECTIONS AS
OUTLINED IN USBC.
2. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR BE
NO GREATER THAN 2:1.
3. 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.
4. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED.
5. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VDOT
ROAD & BRIDGE STANDARDS (LATEST EDITION) UNLESS OTHERWISE STATED WITHIN THE PLANS..
6. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE
ENGINEER.
7. 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.
8. 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.
UTILITY SYSTEMS
1. THE PROPERTIES ALONG THE PROPOSED RIGHT-OF-WAY(S) SHALL BE SERVED BY PUBLIC SEWER AND WATER.
2. ALL WATERLINE, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE LOCATED ON THE PRIVATE
PROPERTY MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.
3. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE
CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT CONTRACTOR'S EXPENSE.
4. 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 UTILITYS 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.
5. 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 UTILITYS STANDARDS.
6. 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.
7. THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER BOXES
SHALL BE THE RESPONSIBILITY OF CONTRACTOR.
7. ANY FIRE HYDRANT INSTALLED, BUT NOT YET PROPERLY CONNECTED, TESTED AND PLACED INTO OPERATION
BY THE WATER AUTHORITY OF RECORD, SHALL BE "BAGGED" (COVERED AND TAGGED AS INOPERABLE) TO
AVOID CONFUSION DURING EMERGENCY EVENTS.
8. 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.
9. WHERE THE FLOOD LEVEL RIMS OF THE 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 A 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.
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. ANY TEMPORARY DRAINAGE STRUCTURES CONNECTING TO A STORM SEWER SYSTEM WITHIN NEW
CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS.
5. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS.
6. 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.
7. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL PRIOR TO
FINAL ACCEPTANCE.
8. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE MANUFACTURER'S
SPECIFICATIONS.
7. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE MANUFACTURER'S
SPECIFICATIONS. ALL STORM DRAINS, UNDER DRAINS, CROSS DRAINS, INLETS AND PIPES SHALL BE VIDEO
INSPECTED IN ACCORDANCE WITH VDOT STANDARDS WITH NO DEFICIENCIES RECOMMENDED FOR
CORRECTION BY A CERTIFIED INSPECTOR PRIOR TO CLAIM FOR FINAL PAYMENT BY THE CONTRACTOR.
PIPE VIDEOS AND SUMMARY FINDINGS TABLE SHALL BE PRESENTED TO THE PROJECT MANAGER.
8. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISSANCE AND NOT OVER
SIDEWALKS.
9. 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.
10. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE
ROADWAY FROM FLOODING OR DAMAGE.
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 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 OUTFALL EASEMENTS ARE TO BE
EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE.
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS
WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT
LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED
NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE
OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO
SEVEN (7) FEET.
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM
TO VDOT CG-9 (A, B OR C).
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM
TO VDOT STANDARD PE-1.
7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON
THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO.
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE
FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE
PLANS SHALL BE NULL AND VOID.
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM
TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING
ORDINANCE AND MANUAL.
10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER
WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER
TO PROVIDE SAFE AND CONVENIENT ACCESS.
11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5MPH BELOW THE DESIGN SPEED, OR AS
DETERMINED BY VDOT FOR PUBLIC ROADS.
12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT
ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES.
13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED
INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN
ACCORDANCE WITH VDOTS VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY
INSPECTOR PRESENT.
ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR PUBLIC
ROADS
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY
EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT).
THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY
DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE
COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN
ADVANCE OF THE START OF CONSTRUCTION.
3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND
STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED
EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER
CONSTRUCTION.
5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR
SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL
BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED
PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR
APPROVAL.
6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM
ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1
OR BETTER ARE TO BE ACHIEVED.
7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN
EASEMENTS PRIOR TO ACCEPTANCE BY VDOT. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A
BOUNDARY LINE OR A NATURAL WATERCOURSE. THE CONTRACTOR SHALL FIELD VERIFY THE LENGTH OF ALL
STORM DRAINAGE PIPE.
8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS
WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT
LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE
DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED
FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY
SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET.
9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM
TO VDOT CG-9(A,B OR C).
10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM
TO VDOT STANDARD PE-1.
11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL
WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS
DEEMED NECESSARY.
12. A MINIMUM CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL
RESIDENTIAL SUBDIVISION STREETS. ADDITIONAL CLEAR ZONE MAY BE REQUIRED DEPENDING ON THE
CATEGORY OF ROAD DESIGN.
13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON
THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. THE CROSS SLOPE SHALL BE
MAINTAINED AS SHOWN ON THE PLANS. EXCEPTIONS WILL NOT BE ALLOWED.
14. ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGNS, ETC.) ARE TO BE FURNISHED AND INSTALLED
BY THE DEVELOPER PRIOR TO ACCEPTANCE SIGNS AND THEIR INSTALLATION SHALL CONFORM TO
"ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL" AND THE
VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. THE LOCATIONS OF ALL SIGNS ARE SHOWN ON
THE PLANS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS
HAVE BEEN ACCEPTED INTO THE STATE SECONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE POSTED ON
SPEED LIMIT SIGNS ARE TO BE DETERMINED BY VDOT PRIOR TO ACCEPTANCE. THE SPEED LIMIT IS TO BE
POSTED 5MPH BELOW THE DESIGN SPEED.
15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS
PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL
AND VOID.
16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER
WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE
DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS.
17. USE VDOT STANDARD CD-1 OR CD-2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL
TRANSITIONS AND GRADE SAG POINTS.
18. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED
INACCESSIBLE TO VDOT INSPECTIONS AND ARE TO BE ACCEPTED INTO VDOTS MAINTENANCE PROGRAM AND
OWNERSHIP. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOTS VIDEO CAMERA
INSPECTION PROCEDURE AND WITH A VDOT AND/OR COUNTY INSPECTOR PRESENT. IN ADDITION, IF
HIGH -DENSITY POLYETHYLENE (HDPE) PIPE OR PIPE SYSTEM IS INSTALLED, THE CONTRACTOR AND A
REPRESENTATIVE FROM THE PIPE MANUFACTURER SHOULD HOLD A PRE- CONSTRUCTION MEETING FOR
INSTALLATION TRAINING. THE PIPE MANUFACTURER SHOULD SPEND A MINIMUM OF TWO HOURS ON THE JOB
SITE DURING THE INITIAL PIPE INSTALLATION.
ACSA GENERAL CONSTRUCTION NOTES
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 REQUIREMENT OF THE PERMIT SHALL GOVERN. VDOT MUST BE CONTACTED AT
LEAST 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
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 ATTAINABLE, 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 COUNTY
ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. TRAFFIC CONTROL SIGNS SHALL CONFORM TO 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
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
ACSA GENERAL WATER & SEWER CONDITIONS
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS.
THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE
WORK.
2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE
LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF
IMAGERY COLLECTION.
3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE
PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY
APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND
LINES AND STRUCTURES, AS NECESSARY.
4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER
AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.
5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED
FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE
LATERALS AND WATER LINES, ETC.
8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A
FUTURE EXTENSION OF THE LINE.
10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS
FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT).
12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL
STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS.
VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING
INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH
MUST BE OBTAINED BY THE CONTRACTOR.
13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND
PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS
DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE
OBTAINED BY THE CONTRACTOR.
14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF
THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING
INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH
MUST BE OBTAINED BY THE CONTRACTOR.
15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA.
16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL
BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS
DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGAULTIONS
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47
LOT 46`
3696. 6 SQ
LOT
60
LOT
61
LOT
62
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04.96 SQ
LOT
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LOT
65
LOT
64
LOT
63
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60.54'
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<8 41.37.61"E LOT
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DESIGNER: I AGF
45.26"W ' PRODUCTION: 70D
22.07' N78° 31'
S1' 45. W 59.48'
50.40' N78° 31' 45.26"W �, ��PyTx of
O r
/ Jimmy L. Taggart
Lic. No. Q.
22841 v
- - - - - - - - - �OFE&&IONA'
Curve Table
Curve #
Length
Radius
Delta
Chord Direction
Chord Length
C1
41.98
226.00
10.64
N23' 44' 08"W
41.92
C2
22.01
226.00
5.58
S31' 50' 48"E
22.00
C3
38.08
226.00
9.65
S39' 27' 50"E
38.04
C4
38.19
226.00
9.68
S49' 07' 55"E
38.14
C5
22.01
226.00
5.58
S56' 45' 45"E
22.00
C6
38.17
226.00
9.68
S64' 23' 25"E
38.12
C7
28.40
236.82
6.87
S72' 45' 06"E
28.39
C8
15.76
226.00
3.99
S78' 16' 08"E
15.75
C9
22.01
226.00
5.58
S83' 03' 21 "E
22.00
C10
36.16
226.00
9.17
N89' 34' 13"E
36.12
®$
SANITARY STRUCTURE
-U�l
STORM STRUCTURE
0
EXPECTED LOCATION OF TRANSFORMER
FIRE HYDRANT
ROAD SIGN
�--o--
RETAINING WALL
-n
SAFETY RAILING
PAVEMENT
20 0
40 80
O J
U
U Q
U� Q
Oo 0
-I � �-
m < o
W 06
cr z >-
g Q
W IZ p
Z
W v, o
/ J m
J Q
MW z
W
DATE:
04 MAR 24
SCALE:
AS SHOWN
WPO:
8438
FILE:
SHEET:
OF 8
LOT \V
47 \ /
7" CURB &
GUTTER/SIDEWALK
THICKNESS WILL
— , BE REQUIRED
— Z__ — WITHIN THE ROW 1
L — — — AT THIS ENTRANCE —
L — J 0000,
/
/
AEI
Q1-01
co
VDOT NOTES:
If-
4
BOLLARDS
(REMOVABLE)
AND KNOX BOX / ^ \ ;
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
NOTE
SIGN TYPES USED ARE:
• VDOT STD. R1-1 STOP SIGN (TYP)
• STREET NAME SIGN (TYP)
• R8-3 "NO PARKING" SIGN (TYP)
• R5-al WRONG WAY
• R6-2 ONE WAY
NOTE:
1. ALL TRAVELWAY
DIMENSIONS INCLUDING
FILLET RADII ARE GIVEN TO
FACE OF CURB MINIMUM
DRIVEWAY LENGTH OF 18'
FROM R.O.W. OR SIDEWALK
PROVIDED. WHERE NOT
FEASIBLE, BUILDING
ARCHITECTURE TO BE
MODIFIED ACCORDINGLY.
®'a SANITARY STRUCTURE
F'0_1 STORM STRUCTURE
❑ EXPECTED LOCATION OF TRANSFORMER
Ak FIRE HYDRANT
f ROAD SIGN
n D RETAINING WALL
r SAFETY RAILING
O PAVEMENT
;•';rl:i,s;{. SIDEWALK
O ALBERMARLE PRESERVED SLOPES
SCALE: 1" =
,c
EQUALITY STATION:
FARROW CIRCLE STA: 43+56.86=
SECONDARY ACCESS ROAD STA:70+00
3-AR
i
EXISTING TREES
FROM BLOCK 10
PLANNING
�O I
5 �
2N�
I �
� I \
A� NO PARKING -FIRE
LANE SIGN
Ik
O \ \
�\ o
fY
•
l
rI
T II
I I
T ILI
1_0p
II
III
II
II
STOP SIGN —
F]
24'
CG-12's
LOT
66
I
LOT I 1
65
I
LCT
64
_T
63
I �
STREET NAME / r
SIGN I
NO PARKING
\ FIRE LANE SIGN
V 2-QC g'
IEQUALITY STATION:
FARROW CIRCLE STA:38+50.61
= STA: 55+00 ASHLIN COVE
OOQ STOP SIGN
/ d
' � � � � FARROW CIRCLIE & � �/ � U'A `S iC1
- ASHLIN COVE
5-GT J
NO PARKING -FIRE'.
LANE SIGN
NO TRESPA`!,
00,
PUB IC ROW) -40
s --- o FARROW CIRCLE (V/W
' W� — 41�00 W
� W m yr W /
o +
EQUALITY STATION: — —
/ FARROW CIRCLE STA: 41+31.75=
/ ` r _HILAH PUBLIC LANE STA:64+00 —
43
/ 1
098 AC 0 �OT LOT, 35
44 LpT I Y LOT 36
AC 0 0 �� I I I 0 1_03_ ��C.
1 -QP 98 �r I IQ LOT 40 -LOT 39 LOT 38 LOT 37 0.044_AC
C. 0_045 AC. 0.065 AC, I I 0 O90 QC.
0o 0.114 A
L If— ---- I I
\\\ Icw I I I
\\\ I IQ ^ 2-AR
\ \I 2-PA
ILO _ — J
10' REAR S TBACK TYP.)
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. PLANT SCHEDULE
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.
5.
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.
B.
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.
80 10.
STREET TREES PROVIDED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED IN
`
ACCORDANCE WITH THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF
TRANSPORTATION.
KEY
QNTV.
BOTANICAL NAME
COMMON NAME
SIZE
NOTE
10-YEAR TREE COVERAGE
AREA (SF) TOTAL SF
CanopyTree
AR
2
Acer ruhrum"Brandywine"
BRAN DYWINE RED MAPLE
2.5"Cal-
B&B
452
904
GT
2
Gleditsia triacanthos inermis"Skyline"
SKYLINE THORNLESS HONEYLOCUST
2.5"Cal.
B&B
481
962
PA
2
Platanusacerifolia
LONDON PIANETREE
2.5"Cal.
B&B
419
838
QP
1
Quercus phellos
WILLOWOAK
2.5"Cal.
B&B
419
419
UA
1
JUInnus amreicana"Valley Expedition"
VALLEY EXPEDITION ELM
2.5"Cal.
B&B
423
423
Understory Tree
AA 0 Amelanchierx grandiflora "Autumn Brilliance JAUTUMN BRILLIANCE SERVICEBERRY G7 Ht. B&B 130
0
TOTAL
3,546
CANOPY COVERAGE REQUIREMENTS
15% TREE CANOPY REQUIRED
TOTAL SITE AREA = 0.928 AC
OPEN SPACE = 0.337 AC
NET SITE AREA = 0.591 AC
TREE CANOPY REQUIRED
= 3920 SF (15%)
TREE SAVE AREA
= 4901 SF (0.09 AC ' 1.25)
PROPOSED TREE CANOPY
= 3546 SF (3.7%)
TOTAL TREE CANOPY
= 8447 SF (20.5%)
1-UA'
2-GT
REINFORCED RUBBER -
PRUNE DEAD OR DAM4GED
HDSE, ARBORTAPE, ORERACHEB
DONOT PRUNE
NYLON WEBBING '- '"
CENTPAL LEADER
REINFORCED RUBBER HOSE,
ABHOR TAPE, OR NYLON WEBBING
2 HARDWOOD STAKE
RACE TOP OF ROOT BALL SUGHRY
A EGRADE
SHREDDED HARDW WD
MULCH NA a DEPTH)
(DO NOT MULCH NST
TRUNKOFTREE)
EAFTH BERM MOUND BED
REMOVE STRINGS, WIRE, BURLAP
FROMTOP'MOFBALL
R ON UNDISTURBED SOIL
DECIDUOUS
TREE
PLANTING DETAIL
tMOP IlE �y
INOIiL1YE Oe3rE
YYOYW IYIS Q
arisYc uao tx.InYc
IROPQ6m 19tIgNO T
MIN. 5' SE
3•
CONSTRUCTION OPERATIONS RELATIVE
TO THE LOCATION OF PROTECTED TREES
Scrum: Public F=111No Ynnunl• Val. III. FblAax Ce.. Va.. 1976 Plata 3.1.
TREE PROTECTION
Il9 9
0
I / Y V 9
CG-12 (TYP)
LOT , %� /
/
2
/ LOT
33
PROP. RETAINING WALL & SAFETY
RAILING. WALL DESIGN UNDER
SEPARATE COVER BY OTHERS. LINES
DENOTE WALL, RAILING & GEOGRID (TYP)
LEGEND
AUTUMN BRILLIANCE
SERVICEBERRY
VALLEY EXPEDITION ELM
LONDON PLANETREE
(3 WILLOW OAK
SKYLINE THORNLESS
• HONEYLOCUST
BRANDYWINE RED MAPLE
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DESIGNER:
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PRODUCTION:
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O r
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Jimmy L. Taggart
Lic. No.
�pOF22841 n
E&&IONA'
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DATE:
04 MAR 24
SCALE:
AS SHOWN
WPO:
8438
FILE:
SHEET:
5 OF 8
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LAYOUT PLAN
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REVISIONS
NO. DATE BY DESCRIPTION
ROUDABUSH, GALE & ASSOC.,
SERVING VIRGINIA SINCE 1956
999 SECOND ST. SE.
CHARLOTTESVILLE, VA 22902
PHONE 434-977-0205
WWW,ROUDABUSH.COM
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470 472
422
I
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416 �•
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408 0
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394. Jimmy L. Taggart
407. Lic. No.
22841 �4
V • / 4o I G HT:101 - _ - �o�ESS70NAL ( \ � � � • .. \ 394. E�
3
9
3
400 390 , , go g2
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®$ SANITARY STRUCTURE
W v, Iz
� STORM STRUCTURE
Q
F EXPECTED LOCATION OF TRANSFORMER
FIRE HYDRANT z
NOTES:
ROAD SIGN 1. ALL SLOPES WITHIN THE BELVEDERE PHASE 3 DEVELOPMENT
RETAINING WALL WHICH ARE STEEPER THAN 3:1 MUST BE STABILIZED WITH LOW
MAINTENANCE VEGETATIVE GROUND COVER OTHER THAN
GRASS
SAFETY RAILING 2. RETAINING WALL DESIGN BY OTHERS
20 0 20 40 60 O PAVEMENT 3. DRY UTILITIES ARE SHOWN AS SCHEMATIC ONLY FINAL LOCATION
TO BE DETERMINED BY UTILITY
SCALE: 1" 20'
z
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DRAFTER:
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DESIGNER:
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PRODUCTION:
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DATE:
04 MAR 24
SCALE:
AS SHOWN
WPO:
8438
FILE:
SHEET:
1 OF 8
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AS SPECIFIED BY
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G AS
RED
SECTION 2-2
PIPE
DEGREE
BEND DIMENSIONS
VOL
TEE AND PLUGS
VOL
SIZE
OF
W.YD.
PEE
CUND.
BEND
L
H
T
L
H
T
90
250
2.50
3.01
0.24
45
221/2
2.00
t.50
2.25
200
260
252
0.15
0.10
20D
2.25
250
Q15
111/a
t.5o
Sao 1
250
0.10
90
3.66
&16
3.21
0.48
45
221/4
2.60
1.66
See
216
277
zoo
0.26
0.13
3.18
281
288
0.32
11
11/2
.66
216
2e7
0.13
90
4.83
3.83
&42
0.83
10' & 12'
'�
3.33
3.58
US
295
0.43
3,83
4.00
2B3
0.52
221/2
2.33
256
0.24
111/4
1.83
Z33
1 2.84
0.18
. THRUST BI.Od( S ARE REWIRED WHENEVER THE PIPELINE : CHANCES DIRECTION. CHANGES
SIZE. DEAD ENDS AND AT VALVES.
. USE 2500 P.S.I. CONCRETE.
. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT.
. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF
ALL 1HRUST BLOCKS.
CONCRETE THRUST BLOCKS
NITS
FIG. W-3
TOP View
NOTE: RESTRAINED JOINT FITTINGS
42"
4
c.TnncalDD of s5X
,,,Deena, 9M
Galvanized Steel Beam,
W12 x 14 (min. slza) -
3' min. penetration Into Mndleturbed
soil , or as approved by the
ACSA.
FRAME & COVER
(SEE FIG. S-I-D,E)
e<
STREET SURFACE OR =
4' MINIMUM NON -PAVED AREA
SLOPED AREA -�
4' MINIMUM 1'-0" MAX
2'-
Qa
0
'e. RUBBER COATED STEEL 3'-0" MIN
STEPS CAST IN PUCE �-
SHOWING
PRECAST REINFORCED L
.a
CONCRETE SECTIONS 12" MIN
O" RING SEALS • " MAX
1,
MINIMUM ELEVATION T
DIFFERENCE ACROSS M.H. X. 4'-0"
Side Mew
FROM INLET TO OUTLET
SHALL BE 0.20 FEET.
CONCRETE VARIES
DEPTH OF FLOW FILLETS
CHANNEL TO BE
3/4 DIAMETER OF
A .d.
CONTRIBUTING -- x--- ,
s'
SEWER.
A FILLETED INVERT FOR A SM00 °": .. 12°
TRANSITION OF FLOW BETWEEN
,II e• \T
N
INLET & OUTLET PIPE SHALL BE
a'
PROVIDED. MIN. BEDDING
O.
NOTE : W/ NO. 88 STONE
'e
1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE
45'
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
w
2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES INLETS, OUTLETS TO BE SEALED & GROUTED
INSIDE AND OUT.
9
TYPICAL MANHOLE SECTION
_
BRANCH TIE-IN
TYPICAL THRUST BLOCK IN FILL AREA
NIS N.T.S
FIG W-38 FIG. S-I-A
12"
�r
10 PSI CONIC. BASE
BENCH SLOPED TO FLOW
CHANNEL 1/4" : 1' MIN
2"
BRANCH
FLEXIBLE CONNECTION -/ NOTE:
WITH STAINLESS STEEL Lp ALL CONNECTIONS TO
BAND EXISDNG MANHOLES SHALL
BE CORED AND A FLEXIBLE
CONNECTION " BOOT "
o INSTALLED
TYPICAL MANHOLE PLAN
SHOWING BRANCH TIE - IN
NTS
FIG. S-I-B
yt �f♦,)'44'1 ♦ � III
�,�y''r,
•A •
a
9
m
F �
SEWER SERVICE LATERAL CONNECTION NOTES:91
1. WERE A SEVER SRNCE LATERAL CONNECTS TO A MANHOLE
SERVICE LATERAL IS
VARIES ALVE BO%
g„
a % 3 a�a _
AND NO INVERT ELEVATION FOR THE
INDICATED . THE TOP (CROWN) EIEVATON OF THE SRACE
TOP (CROWN) SHAF ELEVATION Cf THE THE ' HIGHER
TOP LATERAL PIPE SHAFT BE AT Luse D2' HIGHER THAN THE
WEST PIPE CONNECTED
COVER NFT NOTCH
14 1/2"
4' DIAMETER BRANCH
AND VALVE
Y a . =V • • - • 3
` ^" w=
g y_
TO THE MANHOLE
REMAINING BACKFlLL SHALL
12 1/2' 12 3/8'
.J. PLUG
b
2 SEWER LATERALS TAPPED INTO AN EXISTED SENIOR MAIN MALL
BE CONNECTED USING A PIPE SADDLE
3. MINIMUM GRADE FOR SEVER SERVICE CONNECTION STALL HE2S i
NOT CONTAIN ROCK MATERIAL
JB`MIN LARGER THAN S" IN ANY
DIMENSIONL'Sf-
..
VARI6
S g
x 333
3
g
pp
y
S
O/P PER FOOT) �Q
24 M
WATER
yHP N
•� m
INITIAL BACKFlLL•
B`MIN
'
-iff-1111---1 yH 69
k
4. ALL SALER LATERALS SHALL HAKE A MINIMUM CONK 2' MIN
DIANEIER of 4'.
EMBEDMENT (6• LIFTS)
Y THOROUGHLY COMPACTED
- - _ �'
q 'a
b k
: "°
5. ALL SEALER uTERALs SHALL HAVE A MINIMUM CONK
3 FEEL
SPRING LANE BY HAND OR APPROVED
OF PIPE O MECHANICAL TAMPER
CAST IRON UD
< ' 18' METER BOX
WATER MA RESTRAINED JOINT FITTINGS
3 F _ o `
NO>6
3of
TLA�BEDDING
MUNCHINGSALT NO. 68 STONE - -
8" max
4"min
•
ON-LINE
(TYPE NB")
" MFINISHED
2
TBs Bazy
GROUND 2 x 4
MARKER
OUNDATON (55HALL BE
'<
o
-
O
�.�
dk
REWIRED WHEN SUL
CONDITIONS ARE UNSTABLE
, ..
` Al
"�,^yq
- 3 it w
L _ ='d W
¢
OL
dTi
ALL PIPE)
M1y A
R'
) NOHIO
n
N A
VARIER THREADED COUPLING
nw _"�•
- -
1
4f `a
18'
PVC SLEEVE BRASS NIPPLE AND PVC
S
_-
-
'. e.... EXTENSION
b CAP
I LUBRICATE ALL THREADS
by
IN
-- r .�{
ow •,.Ip
QN=
PLUG END OF
NOTE :
.:.,....
6•
THRUST eLaa(
METER BOX (SEE FIG. W-])
I(a P_ 43 9
Z
�> "gl o¢
O
MAIN LI LANE SERVICE TERAL
SECTION
OU 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
PIPE SUIT
VALVE
SR Sg: A4 a
< 6
W
g
O
HIPS u'6
LL
45D'0'
BACKFlIrcn ENTIRELY WITH NO. 21A STONE.
2. FOR DUCTILE IRON PIPE THE BOTTOM
(2 PLACES)
NO. 57 STONE
5y gV yy
N
>.a_ �b gtlE 9 wG
- a
OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68
M.J. FITTING 2' PIPE AWED
i
¢
-- a_
o",,',T K
STONE SHALL BE PROVIDED
TO DRAIN IF
3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6'
GRADE ALLOWS
A •vs$
d
BEDDING OF NO. 68 STONE'
•�' VARIES VARIES 2' BRASS PIPE
<
m
\ '
IN LINE W�E-TEE
NOTES
(1) A 1-3/4" DIAMETER HOLE IS REWIRED IN THE UD FOR TOUCH READ METERS.
WATER MAIN AND VALVE 0 THREADED TAP
L• n y
: 2•
ARE SANE SIZE PING
T BE '+' N
YgB� •, �
PLAN
VARIES
TYPICAL SEWER PIPE
DEAD END
INSTALLATION IN TRENCH
TYPICAL METER BOXES
(TYPE "A")
IIII,
e
SEWER SERVICE LATERAL CONNECTION
(5/8"-1" METERS)
TYPICAL BLOW -OFF ASSEMBLY
kH--
NTs
N.T.S.
FIG. S-3
NITS
$R
s
FIG. 5-2
FIG.W-]
FlG W-e
_
TD-33
TD-34
TD-13
TD-19
21
MIN 21
MIN SIDE SLOPE TO
PRACTICE
3" DROP IIdrIIII 11, OR FILTER STRIP
Figure 2.2. Gravel Diaphragm -Sheet Flow Pre-treatment
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
e. INITIAL BACKFlLL e.4 e•
MN
6' BEDDING
/66 STONE
• STABLE SOIL ROCK
• SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING W
O8 STONE
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
UNSTABLE IF4 I B• INITIAL BACKFlLL 4
SOIL Mx. M • MN �e STONE
ANULAR FILL AS w
�APPROVED BY ACSA ` _ '•
CK STABLE SOIL OR ROCK
NOTE :
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2LN0 ROCKS LARGER THAN 8" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFlLL.
3.THE INITIAL SACKFUL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4.1,10 ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
NTS
FIG. W-2
TD-2
NDTE HYDRANT MUST BE
EQUIPPED WITH DHARLOT,EG-
MULE
TIQA➢S NNICH Is
QWE LOCAL STANDARD.
LENGTH OF BRANCH VARIES
e' MINLENGTH
TO 10'
(2AG1
lr-2 ALE
�SpE
42'MIN V GATE
VAL c
rxe
FEE
E
2500 Ps.I. CONCRETE
BASE AND THRUST
BLOCN AGAIN `
UST
NDISNRBED STABLE
SOIL ST TILE �fl
NHTN THE sCN Is DISMiBm GR NHEH RESTRAINED JYxr EITTNGs
A HYDRANT IS LOCATED IN A ELL IN ADDmDN
TO PGUMNG CCNCREIEE, A STEEL Per SHALL
BE USED AS ADpTONA. SUPPORT.
NOTE :
1. SURROUND WFiP HOLDS WAN BRAWL AND KEEP mEE OF CONCRETE
2 MAINTAIN A d 1/Y MM. ROVER PROM THE MAW TG THE FIRE HYDRANT
( INQIIDING glg6$ )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE ARE HYDRANT AND
VALVE BOX.
A WE GATE VALK IS ANANED IN SHWIDER OR BENNO THE DITCH.
IT IS NOT AIIDWFD IN WE DITCH.
4 FIRE HYDRANTS SHALL BE WSTALIED AT LOCA71MS MERE VEEP
HOLES ARE ADOW WE PRENAWNG GROUNDWATER ELEVATION. IF
REQUIRED TD BE H WET AREAS, THE WEEP HOLES SHALL BE
"GOOD AND WE RTIRAINT SIWL BE PUMPED DRY.
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
N.T.£
FlG, W4
TD-6
PLACE V GALVANIZED ' WITNESS " POST WI
CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
TO HIGHWAY DEPARTMENT APPROVAL
FINISHED GRACE
"I
M.PUSTABLE TRAFFIC RATED
II VALVE BOX W/ LID
u
U
N
M.J. GATE VAUR
WATER
ME
2500 P.SI.
CONCRETE
.B a 2'x 2' BEARING AREA.
THRUST BLOCK
:,3
" 4
NOTE : IN REMOTE AREAS VALVE BOXES SHALL EXTEND SIX (8) INCHES ABOVE GRADE,
TYPICAL GATE VALVE
NTS
FIG. W-5
,- mYncNNw . y4• MALL mr
I I / e / la ua w A,u"m s1Y2 M.
I1II'1111 (C`R-illlll'F--r/-�-' �� R.LwmaMARLI®aaW
Wex oarm.
w>ff
"No wRARD N. �
w
DINL SERVICE
r aa/KYa1 M re. MALL IR DAeIAO
IRIIOA➢ 6aV1
osru
0
M RUA f CN M�iNIX HNaAI.,,em M a, PNGwx� L N »M ND»
BUGLE SERVICENom
Q 4ADa6 94vL ff Y4D MI P\c wE
MM m 4NAR
PR» PPL A
urz
TYPICAL SERVICE LATERAL INSTALLATION
(5/8" & 1" METERS)
NTS
FIG. W-SA
10-10
AIR RELEASE VAL'
BRASS OR BRONZE PIPE
SERUM 800T BLOCKS
STOP
GRADE
DATE
STONE
NOTES
1) A PRECAST MANHOLE CONE AND COVER MTH WATER CAST ON UD FOR TRAFFIC
AREAS. OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL,
SHALL BE USED.
2) FOR WA7FeRUNES SM H THJUJ 72' USE A i' A.R.V. AND FITTINGS. FOR WATER
LANES 12 AND LARGER USE 2 ARV. AND FITTINGS.
3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN
ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT
THE MANHOLE CONE.
AIR RELEASE VALVE (ARV)
NTS
FlG W-9
TD-20
BELVEDERE PHASE 3 BLOCK 10 -MASTER UTILITY PLAN
SANITARY SEWER SYSTEM -ACSA - RIVANNA
MANHOLE
FLOW INFORMATION
PIPE RUN
CAPACITY OF PIPE
PEAK
= (2.5-AVERAGE)
MANNING'S
N =
0.014
(FULL)
REMARKS
BUILDING
UNITS
# OF
FROM
TO
FLOW
INCREM.
TOT.
TOT.
PEAK
LENGTH
DIA.
MIN. SLOPE
M.G.D.
C.F.S.
VEL.
UNITS
PER
FLOW
AVG.
AVG.
FLOW
(FEET)
(IN)
(a/G)
(FPS)
UNIT
(GPD)
FLOW
FLOW
(MGD)
(GPD)
(GPD)
(MGD)
49
Proposed Townhouses - Farrow Terrace
T
N
S-FAMILY
11
270
2,970
2,970
0.003
0.01
462.00
8
0.0050
0.051
0.0793
0.141
Proposed Towns/Single Family
P1
Ex.0
S-FAMILY
29
270
7,830
7,830
0.008
0.02
1357.00
8
0.0050
0.051
0.0793
0.188
CAPACITY AT MINIMUM SLOPE
Proposed Townhouses - Hilah Alley
Z
Y
S-FAMILY
20
270
1 5,400
5,400
1 0.005
0.01
350.00
8
0.0050
0.051
0.0793
0.168
1 CAPACITY AT MINIMUM SLOPE
Proposed Single Family
L
Y3
S-FAMILY
2
270
540
540
0.001
0.00
107.00
8
0.0050
L 0.051
0.0793
0.084
CAPACITY AT MINIMUM SLOPE
Proposed Single Family
K1
V
S-FAMILY
12
270
3,240
3,240
0.003
0.01
702.00
8
0.0050
r 0.051
0.0793
0.144
CAPACITY AT MINIMUM SLOPE
TOTAL
EX.0
74
19,980
0.020
0.05
2978.00
8
0.0050
0.051
0.0793
0.24
THIS SUMMARY INDICATES THAT THE SYSTEM CAPACITY, AS DESIGNED, SUPPORTS THE PEAK FLOWS ANTICIPATED FROM THE
DEVELOPMENT.
THIS CONSIDERS PIPE -FULL CAPACITY AND
EXPECTED VELOCITIES.
NOTES:
1) BUILDING AREAS ARE CONCEPTUAL IN NATURE AND ARE SUBJECT TO CHANGE
2) EXISTING PIPE INFORMATION IS BASED ON ASBUILT FIELD SURVEY CONDUCTED
BY RGA (2021)
MASTER
UTILITY
PLAN
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DRAFTER:
AGF
DESIGNER:
AGF
PRODUCTION:
ZQD
OF ��o���PyTH `J+pc�
O r
U Y
Jimmy L. Taggart
Lic. No.
22841 n
�OFESSIONAL
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DATE:
04 MAR 24
SCALE:
AS SHOWN
WPO:
B438
FILE:
SHEET:
8 OF 8