HomeMy WebLinkAboutSDP202400033 Plan - Submittal (First) Final Site Plan and Comps. 2024-06-03SITE DATA
OWNER/DEVELOPER : GREENWOOD HOMES LLC
455 SECOND ST SE, SUITE 201
CHARLOTTESVILLE, VA 22902
PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES
999 SECOND ST SE, SUITE 201
CHARLOTTESVILLE, VA. 22902
(434)-977-0205
TAX MAP PARCEL No: 062A3-00-00-001 BO
ORIGINAL PARCEL AREA: 95.541 ACRES (GWAY BLA DB 5432 PG 479)
ZMA PHASING: PHASE III -"BLOCK 10"
BLOCKS A,B,C,& D AREA: 1.576 OF 32.891 ACRES (PER APPROVED PLAT, UNRECORDED AT TIME OF SUBMITTAL)
SDP202400004
BLOCKS E,F,G,& H AREA: 1.167 OF 32.891 ACRES (PER APPROVED PLAT, UNRECORDED AT TIME OF SUBMITTAL)
SDP202100028
BLOCKS I,J,K,& L AREA: 0.928 OF 32.891 ACRES (PER APPROVED PLAT, UNRECORDED AT TIME OF SUBMITTAL)
SDP202400017
BELVEDERE PHASE 3 BLOCK 10
SDP202400004, SDP202100028, &
ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) PER ZMA-2004-0007 (ONE AMENDMENT APPROVED
OCTOBER 10, 2005) WITH BELVEDERE CODE OF DEVELOPMENT, AS LAST REVISED ON JULY 22, 2014.
OPEN SPACE: SEE OUTLINING PARAGRAPH ON SHEET 8
CURRENT USE: VACANT
PROPOSED USE: BLOCKS A-D SITE PLAN, 15 TOTAL TOWNHOUSES
BLOCK A: 4
BLOCK B: 4
BLOCK C: 3
BLOCK D: 4
BLOCKS E-H SITE PLAN, 20 TOTAL TOWNHOUSES
BLOCK E: 4
BLOCK F: 4
BLOCK G: 6
BLOCK H: 6
BLOCKS I-L SITE PLAN, 12 TOTAL TOWNHOUSES
BLOCK I: 3
BLOCK J: 3
BLOCK K: 3
BLOCK L: 3
IMPERVIOUS COVER:
SF DWELLINGS
0.690 ACRES
BLOCKS A-D
DRIVEWAYS
0.128 ACRES
TOTAL IMPERVIOUS AREA
0.818 ACRES
IMPERVIOUS COVER:
SF DWELLINGS
0.401 ACRES
BLOCKS E-H
DRIVEWAYS
0.149 ACRES
TOTAL IMPERVIOUS AREA
0.550 ACRES
IMPERVIOUS COVER:
SF DWELLINGS
0.287 ACRES
BLOCKS I-L
DRIVEWAYS
0.052 ACRES
TOTAL IMPERVIOUS AREA
0.339 ACRES
MAGISTERIAL DISTRICT: RIO MAGISTERIAL DISTRICT
CRITICAL SLOPES: PRESERVED & MANAGED SLOPES PER ALBEMARLE COUNTY GIS.
CONSERVATION & PRESERVATION AREAS PER ZMA
WATERSHED: SOUTH FORK RIVANNA (BELOW RESERVOIR)
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.
ROUDABUSH, GALE & ASSOCIATES 2020, DB5294-417, & DB5289-658.
TOPOGRAPHY: BARE EARTH DEM FROM LIDAR SOURCE VGIN (2016). POINT CLOUD FILTERED BY RGA. EXISTING
TOPOGRAPHY DRONE -VERIFIED ON 11-APR-2023, AND PROCESSED WITH AREOPOINTS
PROPELLER SOFTWARE.
BENCHMARK: PK NAIL SET IN SIDEWALK AT THE CORNER OF BELVEDERE BLVD AND FOWLER STREET. ELEV = 476.50
DATUM HORZ: NAVD 88; VERT: NAVD83
FLOODPLAIN: THIS PROJECT IS PARTIALLY LOCATED WITHIN "ZONE X" AS SHOWN ON FLOOD INSURANCE RATE MAP.
COMMUNITY PANEL NUMBER 510003C 0279 D. EFFECTIVE DATE:FEBRUARY 4. 2005. SEE FDP 20230003
STREAM BUFFER: THE 100' STREAM BUFFER IS LOCATED ON TMP 62-2C WHICH IS WITHIN THE "BLOCK 10" AREA.
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.
SETBACKS: SEE CHART ON SHEET 8
PARKING REQUIRED AND PROVIDED FOR BLOCKS A,B,C, AND D
TOTAL NUMBER
TOTAL PARKING
TOTAL PARKING
BLOCKS
HOUSING TYPE
OF DWELLING
SPACES
SPACES
PARKING SPACE
UNITS (D.U.)
REQUIRED
PROVIDED
LOCATION
A, B, C,
X (2 SPACES/D.U.) + (1
(30) GARAGE, (30) DRIVEWAY,
& D
TOWNHOMES
15
GUEST SPACES/4 D.U.)
77
(11) ON FARROW TERRACE,
= 30 + 4 GUEST = 34
(6) ON FARROW DRIVE
PARKING REQUIRED AND PROVIDED FOR BLOCKS EF,G, AND H
TOTAL NUMBER
TOTAL PARKING
TOTAL PARKING
BLOCKS
HOUSING TYPE
OF DWELLING
SPACES
SPACES
PARKING SPACE
UNITS (D.U.)
REQUIRED
PROVIDED
LOCATION
E,F,G,&
X (2 SPACES/D.U.) + (1)
80
(40) GARAGE, 40 DRIVEWAY,
= 40 + 5 GUEST = 45
ALL ON HILAH LANE
PARKING REQUIRED AND PROVIDED FOR BLOCKS I,J,K, AND L
TOTAL NUMBER
TOTAL PARKING
TOTAL PARKING
BLOCKS
HOUSING TYPE
OF DWELLING
SPACES
SPACES
PARKING SPACE
UNITS (D.U.)
REQUIRED
PROVIDED
LOCATION
X (2 SPACES/D.U.) + (1
(12) GARAGE, (12) DRIVEWAY,
I,J;K,& L
TOWNHOMES
12
GUEST SPACES/4 D.U.)
28
(4) PARALLEL PARKING
= 24 + 3 GUEST = 27
SPOTS ON FARROW CIRCLE
SDP202400017
FINAL SITE PLAN
BLOCKS A-D, E-H, & ki.
TMP 62A3 PARCEL 1 B3
RIO MAGISTERIAL DISTRICT, COUNTY OF ALBEMARLE, VA
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SCALE: 10=1000 FEET
CONTRACTOR'S RECORD DRAWING CERTIFICATION 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
NTRACTOR)
Sheet List Table
Sheet Number
Sheet Title
1
COVER SHEET
2
GENERAL NOTES
3
EXISTING CONDITIONS
4
SITE PLAN
5
UTILITY PLAN
6
GRADING PLAN
7
LANDSCAPE PLAN
8
DETAIL SHEET
ASSOCIATED PLANS WITH THIS PARCEL:
1.1. FINAL SUBDIVISION PLAT
1.2. INITIAL SITE PLANS
1.3. ROAD & DRAINAGE PLAN
1.4. STORMWATER MANAGEMENT PLAN
1.5. RETAINING WALL DESIGN PLANS
TOTAL SHEETS — 8
(SUB 2023-00075, UNDER REVIEW)
(SDP202400004, UNDER REVIEW)
(SDP202100028, APPROVED)
(SDP202400017, UNDER REVIEW)
(SUB202300062, UNDER REVIEW)
(WP0202200042, APPROVED)
(SUBMITTED BY OTHERS)
APPROVALS
DEPARTMENT SIGNATURE DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT:
PLANNING/ZONING
ENGINEERING
INSPECTIONS
ARCHITECTURAL REVIEW BOARD
DEPARTMENT OF FIRE AND RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VA DEPARTMENT OF TRANSPORTATION
RIVANNA WATER & SEWER AUTHORITY
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GENERAL CONSTRUCTION NOTES
PLAN NOTES
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
2.
3.
4.
5.
6.
7.
eJ
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.
EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR BE
NO GREATER THAN 2:1.
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.
ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED.
ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VDOT
ROAD & BRIDGE STANDARDS (LATEST EDITION) UNLESS OTHERWISE STATED WITHIN THE PLANS..
ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE
ENGINEER.
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.
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.
2.
3.
4.
5.
6.
7.
7.
8.
9.
THE PROPERTIES ALONG THE PROPOSED RIGHT-OF-WAY(S) SHALL BE SERVED BY PUBLIC SEWER AND WATER
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.
ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE
CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT CONTRACTOR'S EXPENSE.
THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES. CONTRACTOR
SHALL VERIFY THE EXISTENCE AND LOCATION OR THE NON-EXISTENCE OF UTILITIES. AT LEAST 48 HOURS PRIOR
TO ANY EXCAVATION OR CONSTRUCTION, CONTRACTOR SHALL NOTIFY MISS UTILITY (1-800-552-7001) AND/OR
THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, POWER, PHONE AND CABLE. CONTRACTOR
SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES LOCATED, AND TO HAVE THEM REMOVED OR
RELOCATED, OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE RESPECTIVE OWNER, IF
THE METHOD OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL CONDUCT ITS WORK IN THE
VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE RESPECTIVE UTILITY'S RULES AND REGULATIONS.
ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES SHALL BE BORNE BY
CONTRACTOR UNLESS INDICATED OTHERWISE. CONTRACTOR SHALL EXCAVATE TO LOCATE BURIED UTILITIES
FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICAL ADJUSTMENTS TO ITS
WORK AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL BE ALLOWED FOR
DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH UTILITIES.
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.
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.
THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER BOXES
SHALL BE THE RESPONSIBILITY OF CONTRACTOR.
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.
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.
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 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 STREETS 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 (8.30/.) 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 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 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 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
NOTES ON FIRE PREVENTION STEPS DURING CONSTRUCTION
1. AS FOUND IN THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, ESTABLISH A WRITTEN FIRE PREVENTION PLAN
AND IDENTIFY SOMEONE TO SERVE AS THE FIRE PREVENTION SUPERINTENDENT TO ENSURE SITE COMPLIANCE
WITH THE PLAN.
2. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING IS A HAZARD, AND THESE AREAS SHALL BE
DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE.
3. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDING SMOKING
MATERIALS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE.
4. CONTRACTOR SHALL ENSURE THE STREET NAMES AND BUILDING NUMBERS ARE ALWAYS PLAINLY VISIBLE
FROM THE FRONTAGE STREET DURING CONSTRUCTION AS PER THE VIRGINIA STATEWIDE FIRE PREVENTION
CODE.
5. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, SAFE AND EFFICIENT VEHICULAR ACCESS FORE
FIREFIGHTING AND EMERGENCY OPERATIONS SHALL BE PROVIDED AND MAINTAINED AT ALL CONSTRUCTION
AND DEMOLITION SITES. THIS INCLUDES PROVISION OF THE REQUIRED UNOBSTRUCTED ACCESS WIDTHS, A
SURFACE CAPABLE OF SUPPORTING EMERGENCY APPARATUS OF UP TO 75,000 Ibs IN ALL WEATHER
CONDITIONS FREE OF OVERHEAD OBSTRUCTIONS FROM 13' 6" AND BELOW PROVIDE ACCESS TO FIRE
DEPARTMENT CONNECTIONS WITHIN 1 00'OF WATER SUPPLY/HYDRANTS AND MUST PROVIDE FOR AERIAL
ACCESS NO CLOSER THAT 15' AND NO MORE THAN 30' FROM THE ACCESS ROAD TO BUILDINGS OVER 30' TALL.
THIS ACCESS MAY BE VIA PERMANENT OR TEMPORARY ROAD AS LONG AS THE CONDITIONS LISTED, AND THEY
ARE PROPERLY IDENTIFIED/MARKED.
6. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE WITH UNOBSTRUCTED
ACCESSIBILITY AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE.
7. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND
DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE.
8. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH
STAIRWELL, ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY STORAGE
AND CONSTRUCTION SHED AND IN AREAS OF SPECIAL; HAZARDS, SUCH AS WHERE FLAMMABLE AND
COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE.
9. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE
FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S
OFFICE.
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PRODUCTION:
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DATE:
06/03/24
SCALE:
AS SHOWN
WPO:
8438
FILE:
202100028
SHEET:
3 OF 8
\_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
\ � PUBLIC DRAINAGE EASEMENT STR 314
DER (11YP. _
TO LEVEL SPREADER � : �"
-
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\ EX. RETAINING-
\ WALL DESIGN BY
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I �90 LOT 1 BLOCK A
0.120 AC.
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462
GENERAL NOTES:
ALL DRIVEWAYS THAT PROVIDE PARKING
SHALL BE A MINIMUM OF 18' FROM SIDEWALK
TO GARAGE.
EACH GARAGE COUNTS 2 PARKING SPACED
TOWARDS REQUIRED PARKING.
BUILDINGS ARE TO NOT EXCEED 30' IN
HEIGHT.
ALL PUBLIC ROAD ARE TO BE DEDICATED TO
THE COUNTY FOR PUBLIC USE.
u I
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LOT 1BLOCK C o .;':;."r:,'i:,:,::r::�:i:r::. \ \
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LOT 3 BLOCK B 0.141 AC. o �'':::::::::: _
0.073 AC.
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p LOT 1 BLOCKS MH R /\ `�\� J STR 310 / - FARROW CIRCLE (V W PUBLIC ROW
0.112 AC.
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0.108 AC.
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/ OT 1 BLOCXD
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0.078 AC.
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0.081 AC
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\ POND #1
BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C1
30.13'
328.00'
5'15'49"
15.08'
30.12'
N 60°49'57" E
C2
32.13'
328.00'
5'36'42"
16.08'
32.11'
N 69'46'16" E
C3
32.14'
328.00'
5°36'55"
16.09'
32.13'
N 75.23'04" E
C4
24.43'
328.00'
4*16'04"
12.22'
24.43'
N 80'19'34" E
C5
22.94'
15.10'
87°04'14"
14.35'
20.80'
N 38°34'05" E
C6
103.53'
174.00'
34'05'24"
53.35'
102.01'
N 22'22'09" W
C7
17.23'
226.50'
4'21'35"
8.62'
17.23'
N 77.03'34" E
C8
32.19'
226.50'
8'08'36"
16.12'
32.16'
N 83'18'39" E
C9
32.19'
226.50'
8'08'36"
16.12'
32.16'
N 88'32'45" W
C10
39.25'
226.50'
9.55'46"
1 19.68'
39.20'
N 79-30'34" W
C11
43.27'
226.50'
10'56'47"
21.70'
43.21'
N 69'04'18" W
C12
32.11'
226.50'
8'07'18"
16.08'
32.08'
N 59°32'15" W
C13
43.35'
226.50'
10'58'00"
21.74'
43.29'
N 49'59'35" W
C14
39.26'
226.50'
9°55'49"
19.68'
1 39.21'
N 39'32'41" W
C15
32.19'
226.50'
8'08'33"
16.12'
32.16'
N 30'30'30" W
C16
32.19'
226.50'
8'08'36"
16.12'
32.16'
N 22.21'56" W
C17
33.11'
226.50'
8°22'30"
16.58'
33.08'
N 14'06'23" W
C18
16.85'
15.00'
64°21'05"
9,44'
15.98'
N 42°05'41 W
C19
64.13'
174.00'
21'07'07"
32.44'
63.77'
N 79°30'23" E
C20
28.23'
15.50'
104°20'10"
19.96'
24.49'
N 38'26'36" W
TIE
BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C21
24.35'
15.50'
90'00'34"
15.50'
21.92'
N 58'43'43" E
C22
28.02'
15.50'
103'35'16"
19,69'
24.36'
N 65'31'34" E
C23
24.37'
15.49'
90'07'24"
15,53'
21.93'
N 31'19'23" W
C24
64.34'
173.93'
21-11-39"
32.54'
63.97'
N 52-04'59" W
C25
42.01'
210.32'
11'26'41"
21.08'
41.94'
N 23.31'59" W
C26
22.02'
164.89'
7'39'02"
11.03'
22.00'
N 32'21'54" W
C27
38.07'
201.06'
0'50'53"
9.09'
38.01'
N 39°10'00" W
C28
38.19'
226.74'
9'38'59"
19.14'
38.14'
N 49'07'27" W
C29
22.01'
230.52'
5'28'13"
11,01'
22.00'
N 56'45'45" W
C30
38.17'
226.00'
9'40'34"
19,13'
38.12'
N 64'23'25" W
C31
27.78'
226.00'
7'02'35"
13.91'
27.76'
N 72'44'59" W
C32
22.01'
226.00'
5'34'47"
11.01'
22.00'
N 83'03'21" W
C33
38.10'
226.00'
9'39'32"
19.09'
38.05'
N 89'19'29" E
C34
15.76'
223.80'
4-02'02"
7.88'
15.75'
N 78°16'08" W
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Lic. No.
22841 v4
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FILE:
202100028
SHEET:
OF 8
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LEGEND
(a SANITARY STRUCTURE
STORM STRUCTURE
❑ EXPECTED LOCATION OF TRANSFORMER
FIRE HYDRANT
f ROAD SIGN
RETAINING WALL
—0— SAFETY RAILING
Q PAVEMENT
150
SCALE: 1- =
ENERGY BALANCE STR 706 SE �� LOT 46
POND #1 / 2a �BUILDINU D H
f /
ACSA GENERAL CONSTRUCTION NOTES / ENERGY BALANCE STR LOT 45 702 BUILDING D
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, POND #1 STR 704
INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE LOT 44
OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). UIL G D
THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS LOT 43
OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENT OF \ % ` UILDING
THE PERMIT SHALL GOVERN. VDOT MUST BE CONTACTED AT LEAST 48 HOURS \ i STR 700 \ a% MH Y1 7y'I
IN ADVANCE OF THE START OF CONSTRUCTION I RIAI
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO \\ b
CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE Nv
NOTED. ���RRR
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN
ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE Sig>asz
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 g=as3
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
k Sig%
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. 6
o-�
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY�or
WITH OSHA STANDARDS FOR CONSTRUCTION INDUSTRY (29 CFR PART 1926). \ \ \ 1
NOTE: i� /' \ svo- 5o
ALL STORM DRAINAGE & SANITARY SEWER ARE 0 g \
TO BE CONSIDERED EXISTING. SEE SHEET 1 FOR
APPROVED PLANS TABLE FOR OVERALL
BELVEDERE BLOCK 10.
DRY UTILITIES ARE SHOWN AS SCHEMATIC ONLY
FINAL LOCATION TO BE DETERMINED BY UTILITY s 1y
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STR 604 ..
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LO 41 BUILDING B LOT 3 LOT 3
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Lic. No.
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ENERGY BALANCE 1
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35
NOTE: L� �I I III\r�\ C '
BUILDINGS ARE TO NOT EXCEED 30' IN / L� I 1 I I I I_ 36
HEIGHT.
37
LEGEND
((� SANITARY STRUCTURE
STORM STRUCTURE
O EXPECTED LOCATION OF TRANSFORMER
FIRE HYDRANT
f ROAD SIGN
RETAINING WALL
r SAFETY RAILING
O PAVEMENT
50
50 100 150
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Lic. No.
22841 n
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WPO:
8438
FILE:
202100028
SHEET:
6 OF 8
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RETAINING WALL EASEMENT \'
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WIDTH PUBLIC ROW)
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POND #1/
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LEGEND 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
AUTUMN BRILLIANCE DEPARTMENT OF COMMUNITY DEVELOPMENT AND THE LANDSCAPE ARCHITECT.
° SERVICEBERRY (AA) 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
VALLEY EXPEDITION ELM (UA) 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 SEE SHEET 8 DETAIL SHEET
NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE FOR LANDSCAPE PLAN
VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD
WILLOW OAK (QP) AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. EXCEL CALCULATIONS
/J
6.
CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION.
PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001.
7.
ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL
PROJECT ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED, OR
IS UNHEALTHY AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO CONTRACTOR'S
NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE.
LONDON PLANETREE (PA) 8.
MAINTAINING AND REPLACING STREET TREES: ALL STREETTREES 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
SKYLINE THORNLESS
THE PLANT.
°
HONEYLOCUST (GT) 10.
STREET TREES PROVIDED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED IN
ACCORDANCE WITH THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF
TRANSPORTATION.
(D BRANDYWINE RED MAPLE (AR)
SCALE: 1' =
150
PMK L' (SEE SHEEPB FOH ZMASUMMPAYf
OPEN
SPACE
PLANK V
EXISTING
TREES
l OIL
♦�` E�OCkK
•• � 3-GT
c,aE —
�� GE
REINFORCED RUBBER
PRUNE DEAD OR DAMAGED
HOSE, ARBOR TAPE, OR
- BRANCHES DO NOT PRUNE
CENTRAL LEADER.
\
NYLONWEBBING
REINFORCED RUBBER HOSE,
ARBOR TAPE, OR NYLON WEBBING
2X HARDWOOD STAKE
PLACE TOP OF ROOT BALL SUGHILY
ABOVE GRADE.
SHREDDED HARDWOOD
MULCH (MIN. A' DEPTHI
(DO NOT MULCH AGAINST
TRUNK OFTREE)
EARTH BERM AROUND BED
%\0�/
\
iF,
REMOVE STRINGS, WIRE, BURLAP
\ SAIL
•✓i�\
UNDISTURBED
PLANT ON UNDISTURBED SOIL
DECIDUOUS
TREE
PLANTING
DETAIL
No SISAJX
LL
OflAINAGE EASEMENT
pNcwGEo IN EXCEL
TAeuuTGNAs IN
•GE2-GEEsrrEETPI
3ORDERS OF LANDSCAPE PLAN
-OR HI ,AH LANE SITE
FARROW CIRCLE
(V/W PUBLIC ROW)
10'MAI41E'NANCE
�..FNTS
N
SFr
10' TREE •�` EX. RETAINING WALL
MAINTENANCE
EASEMENT
� O II� O
**000
U
O
z
o� �
°Cw cNULnO�
p� aZ �aNU
OCR �>OS
ISQ J a1 m
(� ZU' 00c t
v OU) rnOOm M•rj LL rn aJC d
O j =
1� d W U
a co
O
W
z
O
d
fr
U
U
w
0
cn
z
O
W
cc
m
w
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#u
yTH °F
Jimmy L. Taggart
Lic. No.
22841 n
06/03/24
10 N AL �tiyG
Q
z
O ¢
T >
06 Y W
=U
w O 00 Q
J T_ 2
p m � m Z
i W Q
Q cf)M U Il
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m = Q p Q
CV o U
1 - U)
Qzw ao 0
Jd Ir < z
Wo g
�w Ir
W
J �
z w 0
LL m a
2
O
Ir
DRAFTER:
VJR
DESIGNER:
CCM
PRODUCTION:
RGA
FOR
DATE:
06/03/24
SCALE:
AS SHOWN
WPO:
8438
FILE:
202100028
SHEET:
7 OF 8
BELVEDERE GREEN SPACE
TABLE 4 GREEN SPACE TABULATION
PLATTED
EXISTING
AREAS TO
AREAS TO
DATE
DATE
BLOCK
CONSERVATION AREA
PRESERVATION AREA
OTHER GREEN SPACE
(AC)
(AC)
PARK OR GREEN SPACE
LOCATION
(AC)
(AC)
(AC)
PARKIN
1
2.300
2.300
BLOCK 1
1
0.400
0.400
0.400
OPEN SPACE BLOCK 2
1 & 2
1.200
5.000
6.200
6
BLOCK 2, COMMONS AND
2
0.700
0.700
0.700
GREENWAY
BLOCK 2 OPEN SPACE
3
4.220
4.220
4.220
INCLUDING SWM #3
SWM #4
3
0.480
0.480
0.480
VILLAGE GREEN
4
1.400
1.400
1.400
ROUNDABOUT#2 CORNER
POCKET PARKS
4
1.200
1.200
1.200
PARK'E
5
0.530
0.530
0.530
LINEAR PARK'F
6
4.120
4.120
4.120
PARK'G'
7
0.750
0.750
0.750
PARK'H'
8
0.200
OPEN SPACE BLOCK 9
9
0.730
1.200
1.760
3.690
3.690
BLOCK 9, PRESERVATION
EASEMENT
9
0.090
0.800
0.890
0.890
UNEAR PARK'U
9 & 10
5.350
OPENSPACE BLOCK 10
10
3.510
4.590
LINEAR PARK'K
10
0.800
PARK'L'
10
0.500
PARK'M'
10
0.200
RIVANNA RIVER
10
41.850
41.850
BOTTOMLAND
83.88 AC TOTAL
TOTAL
53.83 AC
7.79 AC
22.26 AC GREEN SPACE OR
26.88 AC
68.73 AC
40% OF SITE
BELVEDERE MAXIMUM RESIDENTIAL DENSITIES (VAR # 65, SE202100015)
BLOCK
GROUP
AREA(AC)
TABLE 1 MAXIMUM RESIDENTIAL DENSITIES
SFD
SFA/TH
APARTMENT/
MF
CARRIAGE
HOUSE UNITS
TOTAL
DENSITY
1
15.08
0
0
12
0
12
0.80
2
26.83
0
20
302
0
322
12.00
3
12.48
25
0
0
14
39
3.13
4
16.68
34
11
0
26
71
4.26
5
6.86
34
0
0
24
58
8.45
6
9.32
28
9
0
14
51
5.47
7
8.72
36
0
0
32
68
7.80
8
7.90
27
16
0
26
69
8.73
9
9.41
23
0
0
0
23
2.44
10
93.40
50
2
0
10
62
0.66
TOTAL
1 206.68
257
58
314
146
775
3.75
EXISTING UNITS TO DATE
BLOCK
GROUP
AREA(AC)
RESIDENTIAL DENSITIES
SFD
SFA/TH
APARTMENT/
MF
CARRIAGE
HOUSE UNITS
TOTAL
DENSITY
1
15.08
0
0
0
0
0
0.00
2
26.83
0
19
294
0
313
11.67
3
12.48
25
0
0
14
39
3.13
4
16.68
34
11
0
26
71
4.26
5
6.86
34
0
0
19
53
7.73
6
9.32
28
8
0
12
48
5.15
7
8.72
34
9
0
32
75
8.60
8
7.90
0
0
0
0
0
0.00
9
9.41
23
0
0
0
23
2.44
10
93.40
0
0
0
0
0
0.00
TOTAL
206.68
178
47
294
103
622
3.01
UNITS REMAINING TO DATE
BLOCK
GROUP
AREA(AC)
RESIDENTIAL DENSITIES
SFD
SFA/TH
APARTMENT/
MF
CARRIAGE
HOUSE UNITS
TOTAL
1
15.08
0
0
0
0
0
2
26.83
0
0
0
0
0
r-I
3
12.48
0
0
0
0
0
4
16.68
0
0
0
0
0
5
6.86
0
0
0
0
0
.00
6
9.32
0
0
0
0
0
0.00
7
8.72
0
0
0
0
0
0.00
8
7.90
0
0
0
0
0
0.00
9
9.41
0
0
0
0
0
0.00
10
93.40
0
0
0
0
0
0.00
TOTAL
206.68
0
0
0
0
0
0.00
BELVEDERE MINIMUM RESIDENTIAL DENSITIES (VAR #65, SE202100015)
BLOCK
GROUP
AREA(AC)
TABLE 2 MINIMUM RESIDENTIAL DENSITIES
SFD
SFA/TH
APARTMENT/
MF
CARRIAGE
HOUSE UNITS
TOTAL
DENSITY
1
15.08
0
0
0
0
0
0.00
2
26.83
0
19
218
0
237
8.83
3
12.48
25
0
0
14
39
3.13
4
16.68
28
11
0
22
61
3.66
5
6.86
29
0
0
16
45
6.56
6
9.32
28
0
0
11
39
4.18
7
8.72
30
0
0
20
50
5.73
8
7.90
22
0
0
20
42
5.32
9
9.41
23
0
0
0
23
2.44
10
93.40
50
0
0
0
50
0.54
TOTAL
206.68
235
30
218
103
586
2.84
PLATTED UNITS TO DATE
BLOCK
GROUP
AREA(AC)
RESIDENTIAL DENSITIES
SFD
SFA/TH
APARTMENT/
MF
CARRIAGE
HOUSE UNITS
TOTAL
DENSITY
1
15.08
0
0
0
0
0
0.00
2
26.83
0
19
294
0
313
11.67
3
12.48
25
0
0
14
39
3.13
4
16.68
34
11
0
26
71
4.26
5
6.86
34
0
0
19
53
7.73
6
9.32
28
8
0
12
48
5.15
7
8.72
34
9
0
32
75
8.60
8
7.90
0
0
0
0
0
0.00
9
9.41
23
0
0
0
23
2.44
10
93.40
0
0
0
0
0
0.00
TOTAL
206.68
178
47
294
103
622
3.01
PROPOSED WITH BLOCK 10
BLOCK
GROUP
AREA(AC)
RESIDENTIAL DENSITIES
SFD
SFA/TH
APARTMENT/
MF
CARRIAGE
HOUSE UNITS
TOTAL
DENSITY
10
93.40
27
49
0
0
76
0.81
*THE ADDITIO10 F 27 SFD AND 47 SFA ARE PROPOSED WITH THIS PLAN
BELVEDERE GREEN SPACE
PROPOSED WITH BLOCK 10
CONSERVATION AREA
PRESERVATION AREA
OTHER GREEN SPACE
PARK OR GREEN SPACE
(AC)
(AC)
(AC)
LINEAR PARK'U
5.350
OPEN SPACE BLOCK 10
3.510
4.590
PARK U
0.500
PARK'M'
0.200
RIVANNA RIVER
41.850
BOTTOMLAND
56.00 AC TOTAL
TOTAL
50.71 AC
4.59 AC
0.70 AC
GREEN SPACE OR
27% OF SITE
PLANNED LAND USES: BLOCK 10 PARKS'L' AND V
Parks `L' and `M' 0.5 and 0.2 acres- These pocket parks will provide focal points for
adjacent lots and will have a mix of existing vegetation and landscape areas. Park `L' will
have a hard surface courtyard space suitable for informal seating and gathering. This courtyard
will be connected to the community -wide network of sidewalks.
PLANTING SCHEDULE FOR HILAH LANE FINAL SITE PLAN
KEY QNTY. BOTANICALNAME COMMON NAME SIZE NOTE 10-YEAR TREE COVERAGE %of Total Plant
AREA(SF) TOTAL(SF)
Canopy Tree
AR
7
Acer rubrum"Brandywine"
BRANDYWINE RED MAPLE
2.5" Cal.
B&B
452
3,164
24.1%
Native
GT
7
Gleditsiatriacanthos inermis "Skyline"
SKYUNETHORNLESS HONEYLOCUST
2.5" Cal.
B&B
481
3,367
24.1%
Native
PA
7
Platanus acerifolia
LONDON PLANE -FREE
2.5" Cal.
B&B
422
2,954
24.1%
Native
OP
4
Quercus phellos
WILLOW OAK
2.5" Cal.
B&B
419
1,676
13.8%
Native
UA
4
Ulmus amreicana "Valley Expedition"
VALLEY EXPEDITION ELM
2.5" Cal.
B&B
464
1,856
13.8%
Native
Understory Tree
AA
0
Amelanchierxgrandiflora "Autumn Brilliance"
AUTUMN BRILLIANCE SERVICEBERRY
6-7'Ht.
B&B
130
-
0.0%
Native
TOTALTREES
29
TOTAL
13,017
SF
0.2988
AC
Required SF: 12,474.51
I PLANTING SCHEDULE FOR HILAH LANE FINAL SITE PLAN
KEY
QNTY.
BOTANICALNAME
COMMONNAME
SIZE
NOTE
10-YEAR TREE COVERAGE
%of Total Plant Type
AREA(SF)
TOTAL(SF)
Canopy Tree
AR
4
Acer rubrum"Brandywine"
BRANDYWINE RED MAPLE
2.511 Cal.
B&B
452
1,808
22%
Native
GT
4
Gleditsiatriacanthos inermis "Skyline"
SKYUNETHORNLESS HONEYLOCUST
2.5" Cal.
B&B
481
1,924
22%
Native
PA
4
Platanus acerifol is
LONDON PLANETREE
2.511 Cal.
B&B
422
1,688
2256
Native
CP
1 2
1 Quercus phellos
WILLOW OAK
2.5" Cal.
B&B
419
838
1 11%
1 Native
UA
4
Ulmus amreicana "Valley Expedition"
VALLEY EXPEDITION ELM
2.5" Cal.
B&B
464
1,856
22%
Native
Understory Tree
AA
0
Amelanchierxgrandiflora "Autumn Brilliance"
AUTUMN BRILLIANCE SERVICEBERRY
61
B&B
130
-
00%
Native
TOTALTREES
18
TOTAL
8,114
SF
Required SF: 7,113.64
PLANTING SCHEDULE FOR HILAH LANE FINAL SITE PLAN
KEY
QNTY.
BOTANICALNAME
COMMONNAME
SIZE
NOTE
10-YEAR TREE COVERAGE
%of Total Plant Type
AREA(SF)
TOTAL(SF)
Canopy Tree
AR
3
Acer rubrum"Brandywine"
BRANDYWINE RED MAPLE
2.5" Cal.
B&B
452
1,356
25%
Native
GT
3
Gleditsia triacanthos inermis"Skyline"
SKYLINE THORNLESS HONEYLOCUST
2.5" Cal.
B&B
481
1,443
25%
Native
PA
2
Platanus acerifolia
LONDON PLANETREE
2.5" Cal.
B&B
422
844
1
Native
OP
2
Quercus phellos
WILLOW OAK
2.5" Cal.
B&B
419
838
17%
Native
UA
2
Ulmus amreiCana "Valley Expedition"
VALLEY EXPEDITION ELM
2.5" Cal.
B&B
464
928
1700
Native
Understory Tree
AA
0
Amelanchier x grandif lora "Autumn Brilliance"
AUTUMN BRILLIANCE SERVICEBERRY
6-7- Ht.
B&8
130
-
0%
Native
TOTALTREES
12
TOTAL
5,409
0.1242
SF
AC
Required SF: 5, 179.04
TABLE 9: BLOCK 2-10 RESIDENTIAL BLOCK REGULATIONS
Primary Structures 1,4 Carriage Houses & Accessory
Structures
Townhouse SF 30'40' SF 41'-50' SF 51'-60' SF >60' All Lots
Front Build -to from Street 2 8'- 16' 8'- 16' 8'- 16' 8'- 16' 16' (same as Primary Structure)
Side Setback 3,4 0' 3' 3' 3' 5' (same as Primary Structure)
Rear' 10, 10' 10' 10, _ 10, 4' _
Rear 4' 4' 4' 4' 10, 4'
1. Porches (1&2 story), stairs, balconies, bay windows, planters, chimneys, terraces, eaves, and entrance stoops may encroach into the area
between the minimum build-tp range and the front r.o.w. line up to 4' from the front r.o.w. line. They may encroach into the area between the
rear setback up to 4' from the property lin or, in the case of an alley easement, within 4' from the easement boundary. Stairs may encroach into
the area between the minimum build -to range and the front T.Q.W. line up to 3' from the front r.o.w. line, provided the distance between the
back of the sidewalk and the stairs is no less than 4' (Variation #40).
2. No encroachments are allowed within the minimum side yard.
3. Where a side setback of less than 4'11" is used, a 6' maintenance easement shall be recorded on all properties adjacent to the side setback of
less than 4'11".
4. Where an alley adjoins a side yard, the minimum setback is 3'.
5. Carriage houses must be located to the rear of the primary residence.
6. Other accessory structures may not be placed in front of the primary structure.
NOTE: PER SE2021000015 ANY OF THE UNITS PERMITTED IN BLOCK MAYBE PROVIDED IN BLOCK 10 TO ALLOW FLEXIBILITY IN UNIT TYPES AND QUANTITIES IN BLOCK 10, AND TO ENSURE THAT
THE OVERALL MINIMUM AND MAXIMUM RESTRICTIONS IMPOSED BY THE ORIGINAL COD ARE STILL MET ONCE BOTH BLOCKS ARE COMPLETED.
2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS
SUBBASE
SHOULDER
I AGGREGATE
LONGITUDINAL PERFORATED PIPE uD-a
TYPE OF PIPE CRUSHI
NG STRENGTH
3( W.T.
4" MOM. DIAMETER
SMOOTH WALL PVC
.103
CORRUGATED PE
AASHTO M-252
SEE NOTE f #57 AGGREGATE, 48 AGGREGATE OR CRUSHED
' " 1' -0-0" GLASS MEETING #1 GRADATION REQUIREMENT. NON -PERFORATED OUTLET PIPE FOR USE
UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS
PAVED SHOULDER SECTION
3��7:�b��^Iii7t=+ice 7I� r # - L :7_ r r r7a1I:1aCd�Aa\7�:i;
UNDERMRAIN SHALL BE CENTERED LINDEN CURB AND GUTTER.
GEOTEXTILE MANAGE FABRIC 1'
, -4
(OVERLAP 1' D" AT TOP) � , I _ _g"I
TYPE OF PIPE
CRUSHING STRENGTH
IE W,T
4"NGM.DIANETER
SMOOTH WAIL PVCI
ADS
SMOOTH WALL PE
1
1 70 PS NNN
N WALL THICKNESS (MN) - INCHES
MIEN TESTED ACCORDING TO ASTM D-2412 AT 5%DEFLECTION.
DOWN GRADE
3 SHOULDER
:P
FO NON -PERFORATED
SUBBASE LAYER->•.:'c: c::::' i;: _ ^7
"UTdT
MAIN LINE PAVEMENT PIPE Y COMMOTION
yOg PIPE
-EP
BEE NOTE 1 - „
-ESA
4" PIPE
#B AGGREGATE OR CRUSTED
ST'D. UD-4 REO'0.
/ ST'D. UD-4 REO'D.
GLASSAGGREGATE,
QU
GLA53 MEETING k8 GRADATION REQUIREMENT.
�
CURB AND GUTTER SECTION
gy,
(FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER)
SHOULDER
PAVEMENT
NOTES(
Ets I 8
1. 4" MINIMUM, PROVIDED ATTAINING MINIMUM 4" OF AGGREGATE ON TOP OF PIPE
EDGEDRAINS IN GORE AREAS
2. WHEN THE LONGITUDINAL PPE CONNECTS DIRECTLY INTO A DRAINAGE STRUCTURE
(DROP INLET, MANHOLE. ECTJ. NON -PERFORATED OUTLET PIPES ME NOT REQUIRED.
3. INVERT ELEVATION AT OUTLET END OF OUTLET PPE TO BE A MINIMUM OF 1'-0"
ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE.
4. ALL CONNECTIONS (ELBOWS. WYES. ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE&KRFORATED
- - - -
ARE TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE.
COL#AERGAL
SDEWALK OR
ENTRANCE
UNPAVED SPAS
5. OUTLET PIPES ARE TO BE INSTALLED ON 2% MIN.(3% DESIRABLE) GRADE AND
LOCATED EVERY 350'MMIMUM OR AS NOTED ON PLANS.
PERFORATED7
OUTLET PIPE TO SECURELY COMECTW TO EW-12 OIR OTHER DRAINAGE
TRENCH WITH
AGGREGATE
UNDERDRNN8.
PIPESTRUCTUE.
7. WITHIN THE LIMITS OF A COMMERCIAL ENTRANCE. NON -PERFORATED PIPE SHALL BE
- - - -
UTILIZED IN LIEU OF PERFORATED PIPE.
MAINLINE ROADWAY
8 . THE LENGTH OF PIPE BETWEEN THE WYE CONNECTION AND THE EW-12 SHILL BE
ST'D. CURB
-
LIMITED TO NO MORE THAN T 0" TO PERMIT CAMERA NSPECTION OF THE MAN LIE
&GUTTER
UNDERDRNN BETWEEN THE LIMITS OF
ST'D. CURB
IN EITHER DIRECTION,
I.�COMMERCIAL ENTRANCE CURB RETURNS
N GUTTER
WILL BE NON -PERFORATED PIPE.
9. IN SITUATIONS WHEN FULL DEPTH OF STABILIZED OPEN -GRADED MATERIAL CANNOT
BE MNNTANED UNDER CURB AND GUTTER, NO. 21B AGGREGATE SHALL BE USED
UNDER CURB AND GUTTER.
NO. 21B AGGREGATE MAY &SO BE USED FROM TOP OF STABILIZED OPEN -GRADED
MATERIAL LAYER AND CURB AND GUTTER.
SPECIFIOATKKN
`�•r
REFERENCE
STANDARD PAVEMENT EDGEDRAIN
ROM AND BRIDGE STANDARDS
240
250
REVISION DATE
SHEET 2 aF 2
SO t
VIRGINIA DEPARTMENT OF TRANSPORTATION
701
D8.07
2016 ROAD & BRIDGE STANDARDS
SLOPE 2%-
#57
AGGREGATE, #8 �� OUTLET PPE ''+(
AGGREGATE OR CRUSHED
GLASS MEETING #8 1•-g^
GRADATION REQUIREMENT. 8" PIPE
GEOTEXTILE DRAINAGE FABRIC
(LAN 6" UNDER SIDEWALK EDGE)
M THIS PORTION TO BE DELETED WHEN SOEWNX IS ADJACENT TO CURB
ORSAND GUTTER WITH NO BUFFER STRIP.
LONGITUDINAL PERFORATED PIPE
TYPE OF PIPE
CRUSHING STRENGTH
N WAS"
NOMINAL DIAMETER
SMOOTH WALL PVC
10.1531
CORRUGATED PE
I
I AASHTO M-252
NON -PERFORATED PIPE FOR USE UNDER
COMMERCIAL ENTRANCES AND FOR OUTLETS
TYPE OF PIPE
CRUSHING STRENGTH
34
B" NOMINAL DIANETER
SMOOTH WILL PVC
0.153
SMOOTH WALL RE
70 PSI 3(1E N
IN WILL THICKNESS (MIN) - INCHES
XXNTESTED ACCORDING TO ASTM D-2412 AT 5 %DEFLECTION.
UD-3
NOTES:
1. WHEN
EINMDIEE�ORF�DTUTOSNTED(DOP LET LONGITUDINAL
NON-PERFORATED OUTLET PIPES ARE OREOUR.
2. INVERT ELEVATION AT OUTLET END OF OUTLET PPE TO BE A MINIMUM OF TED"
MOW INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE.
3. ALL CONNECTIONS (ELBOWS, WYES ETC.) WITHIN PAY LIMITS FOR OUTLET PPE ARE
TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PPE.
4. OUTLET PIPE ME TO BE INSTALLED ON 2 % MN. (3 %DESRABLE) GRADE.
5. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12 OR OTHER DRAINAGE
STRUCTURE.
S. SIDEWAI.K UNDERDRNN IS TO BE USED WHEN THE SIDEWALK LONGITUDINAL
GRADIENT IS 3% OR MORE AND WHEN THE UNDERLYING SOL HAS 342 OR MORE
PASSING THE NO. 200 SIEVE, AND HAS A PI OF 13 OR LESS, AND THE AREA HAS
A HISTORY OF SIDEWALK UNDERMINING.
7. SIDEWALK UNDERDRNNS SHOULD BE TED INTO THE STORM SEWER SYSTEM AT
PUNTS MPROXWATLEY A CITY BLOCK APART. LI DERMAN RUNS MUST HOT
EXCEED 1,000 FEET IN LENGTH WITHOUT DISCHARGING INTO THE STORM DRAIN
SYSTEM OR INTO AN OPEN DRAIN.
B. WITHIN THE LIMITS OF A COMMERCIAL ENTRANCE, NON -PERFORATED WE SHALL BE
UTILIZED IN LIEU OF PERFORATED PIPE.
UP TO ELBOW
PIPE IS PERFORATED
PAY UMMi FOR
TO BEGIN WITH
STANDARD SIDEWALK UNDERDRAIN
VIRGIIA DEPARTMENT OF TRANSPORTATION
2016 ROAD & BRIDGE STANDARDS
CAP
DRAINAGE STRUCTURE
AV -
OUTLET PIPE
COM.ERCIAL - - -
SIDEWALK OR
ENTRANCE
UNPAVED SPACE
PERFORATED
TRENCH WITH
AGIXECATE
UNDERDRNN PIPE
ROAD AND BRIDGE STANDARDS
REVISION DATE I SHEET 1 OF 1
1. 08.03
Tree Canopy Coverage Requirements
Tree Canopy Requirements for Farrow Terrace
2056
Total Site Area
1.58
AC.
Open Space
0.14
AC.
Net Site Area
1.43
AC.
Tree Canopy Required
12,474.51
SF (20%)
Tree Save Area
0
SF
Proposed Tree Canopy
13,017.00
SF
Total Tree Canopy
13,017
SF (20.09.6)
Tree Canopy Requirements for HilahLane
150//6
Total Site Area
1.17
AC.
Open Space
0.08
AC.
Net Site Area
1.09
AC.
Tree Canopy Required
7,113.64
SF(15%)
Tree Save Area
0
SF
Proposed Tree Canopy
8,114.00
SF
Total Tree Canopy
8,114
SF (17.1%)
Tree Canopy Requirements for Farrow Circle
15%
Total Site Area
0.93
AC.
Open Space
0.14
AC.
Net Site Area
0.79
AC.
Tree Canopy Required
5,179.04
SF (15%)
Tree Save Area
0
SF
Proposed Tree Canopy
5,409.00
SF
Total Tree Canopy
1 5,409
1 SF (15.rA)
OPEN SPACETABULATION FOR LANDSCAPE PLAN
Area Name
Area Number
Square Footage
Acreage
Total Site (#1) - Block
Area (#2) +UES (#3) =TOTALSITE
OPEN SPACE
Farrow Terrace - Total Site
1-FT
68,632.07
1.576
Total Site (1-FT)
68,632.07
SOFT
BlocksA,B,C, and D
2-FT
68,632.07
1.576
Block Area (2-FT)
68,632.07
SOFT
Farrow Terrace (LIES)
3-FT
6,259.54
0.144
UES (3-FT)
6,259.54
SOFT
TOTAL SITE OPEN SPACE
6,259.54
SOFT
0.14
AC.
Hilah Lane - Total Site
1-HL
50,833.04
1.167
Total Site (1-FT)
50,833.04
SOFT
Blocks E,F,G, and H
2-HL
50,833.04
1.167
Block Area (2-FT)
50,833.04
SOFT
Hilah Lane (UES)
3-HL
3,408.79
0.078
UES (3-FT)
3,408.79
SQFT
TOTAL SITE OPEN SPACE
3,408.79
SQFT
0.08
AC.
Farrow Circle -Total Site
14C
40,410.70
0.928
Total Site (1-FT)
40,410.70
SOFT
Blocks I,1,K, and L
24C
40,410.70
0.928
Block Area (2-FT)
40,410.70
SOFT
Farrow Circle (UES)
34C
5,883.74
0.135
UES (3-FT)
5,883.74
SOFT
TOTAL SITE OPEN SPACE
S,S83.74
SOFT
0.141
AC.
UTILITY EASEMENTS SUM (UES) Includes: Storm Sewer, Sanitary Sewer, Maintenance, and Retaining Wall Easements
1• E IMi89M . 3/1 Y.eE RPE
ON K%WHa E.
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
COVER UFT NOTCH
12 3/8" 1_
eza'�IN tl„ INITIAL BACKFILL N?a"MINE„
MIN M111N.. MIN MIN.
WATER
6•.-,,.,, 6" BEDDING
#68 STONE
ft
CAST IRON UD ` STABLE SOIL ROCK
r 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 OF
#68 STONE
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
NOTES:
(1) A 1-3/4" DIAMETER HOLE IS REWIRED IN THE UD FOR TOUCH READ METERS.
TYPICAL METER BOXES
(3/4"-1" METERS)
NTS
FIG. W-7
M-13
UI
ACKFILL
AS
ACSA
#68 STONE
SOIL OR ROCKS 1A aoo caaWa
As:
TREE CANOPY PERCENTAGE REQUIRED
# of Units for Farraw Terrace
15
Gross Density for Farrow Terrace
1.58
Units/Density
9.52
Tree Car %
20%
#of UnitsforHilah Lane
20
Gross Density for Hilah Lane
1.17
Units/Density
17.14
Tree Canopy %
15%
#of Units for Farraw Circle
12
Gross Density for Farrow Circle
0.93
Units/Density
12.94
Tree Canopy%
15%
SEWER SERVICE LATERAL CONNECTION NOTES:
1. WHERE A SEWER SERMCE LATERAL CONNECTS TO A MANHOE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE.
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
BE CONNECTED USING A PIPE SADDLE.
3. MINIMUM GRADE FOR SEWER S RVICE CONNECTEN SHALL BE 2% �Q
(1/4' PER FOOT )
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF e. 2' MIN
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET.
SALT
TREATED
FINISHED GROUND 2 X 4
MARKER
PLUG END OF -
MAIN UNET SECTION SERVICE LATERAL
IN LINE WYE-TEE
PLAN
VARIES
Q
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
M-33
Tap View
xPat USE inu snv M FNALY ,rvi
wnw YflN4EB e' MINIMUM
O � Y
DUAL SERVICE R
1• CgflE59W N. 3/.- YNE PINE Wl%!N4
ER NPPNENo Eau
TwE x-
BEET ECPPG
0
MIru FOR VSE sat w BNaz ,Lr NOTE: RESTRAINED JOINT FITTINGS.
KSEOIRLL SEANCE EAE .W IflflIC"VIM
u:aA IB w, PflaNDeO.
SINGLE SERVICE _ - - -
T-rwsr IBax uo -IIim - - _ -
TMIwEa azuB - - - 42" Minims
NOTE
1. NO ROCKS SHALL BE ALLOWED WITHIN THE WATER ONES.
f
� hR".�
i.t;A ,"x,�"'S?: RM�
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ME IO
�PO-L 5f0P
t''._-'.',:�:�F>^1'��":�t xEaswr
ABOVE THE INITIAL BACKRLL.
i1"(z�Axa
rO»'1;a,
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
eNiflO
""'"11CpEss)
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
0 semEs s1u. ff usn CN PIc RPE
IN THE TRENCH.
z) No sxunn amxcs
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
Be
3j ear a w"."91a Bcwixmwm IN A 2�Na WBDR-a
ON HOPE DRII CUING Per.
TYPICAL SERVICE
LATERAL INSTALLATION
DUCTILE IRON WATER
(3/4"
& 1" METERS)
PIPE INSTALLATION & BEDDING
NTS
NTS
FIG. W-6A
FIG. W-2
TO-2
M-10
cerdficab n of BOX I 'I
paMMn ,pu6etl Ilv \\�
Galvanized Steel Beam,
W12 X 14 (min. size) -
3' min. penetration Into undh
sot or as approved by the
ACSA.
w 4" MINIMUM
..d a
'e
V�51 I hLhTlE51 'v
TYPICAL THRUST BLOCK IN FILL AREA
NTS
FIG. W-3B
TD-5
zU
f--i
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OLl LU N pO
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F•rlj Lwi Z rn tr BE.
F+fll O rr m =
a- LD O
Q
O
W
Z
O
d
DO
rn
0
0
z
O
>
Lu
cc
m
LI
Q
O
Z
F f'J.rpc(:D
rYggart'b4 }�S'y'
Q
Z
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J
w UO m Q
J T W
1m _Jan
M LL W
(� W a
(1r) z
m = Q O J
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Qz W a Lu
a < 0
W Q
�W
W
J �
ZW 0
LL m a
2
0
D_
DRAFTER:
VJR
DESIGNER:
CCM
PRODUCTION:
RGA
DATE:
06/03/24
SCALE:
N/A
APO:
8438
FILE:
202100028
SHEET:
8 OF 8