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REFERENCING WP0202100063 N
TMP 62-16A Q� CNN
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RIO MAGISTERIAL DISTRICT, COUNTY OF ALBEMARLE, VA a0J
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OWNER: E L &ANN P PHILLIPS \ i I / SHEET INDEX fy a' °C a
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PHILIPS LIVING TRUST I / _
ETAL C/O CAROLINE MOLINA-RAY SHEET# SHEET TITLE
6704 MENCHACA ROAD
UNIT 33 ( 1--------------- COVER SHEET
AUSTIN, TX 78745
\ \ — 2----------------------------------------- PROJECT NOTES &OVERALL PLAN
DEVELOPER: SOUTHERN DEVELOPMENT HOMES Q� ` / 3----------------------------------------- GENERAL NOTES
142 SOUTH PANTOPS DRIVE �Z� �/ 4 EXISTING CONDITIONS & DEMOLITION PLAN
CHARLOTTESVILLE, VA 22911
5p / 5----------------------------------------- LAYOUT PLAN
PLAN PREPARER: ROUDABUSH, GALE, &ASSOCIATES `�0
999 SECOND STREET 6 GRADING PLAN
CHARLOTTESVILLE, VA. 22902 �QPQ J. \ 7----------------------------------------- UTILITY PLAN
(434)-977-0205 _ g - ROAD PROFILES & TYPICAL SECTIONS
MAGISTERIAL DISTRICT: RIO MAGISTERIAL DISTRICT \ 9----------------------------------------- SIGHT DISTANCE PROFILES
'? BELVEDERE z
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PHASE 3 10 -------------------------- SIGHT DISTANCE PROFILES Lu
TAX MAP PARCEL No: 06200-00-00-016AO
Q$ 11----------------------------------------- STORM SEWER PROFILES O
TOTAL PARCEL AREA: 20.02 AC (PORTION OF TMP 62-16A) �O� U
�J BELVEDERE 12----------------------------------------- SANITARY PROFILES & LATERAL TABLE <
CURRENT USE: 2 SINGLE FAMILY DETACHED (SFD) HOMES 0� PHASE 5 13-------- - ---- ------------- - - -- --- STORM SEWER CALCULATIONS z O¢
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ZONING: R-4 RESIDENTIAL D 14----------------------------------------- DRAINAGE AREA MAP z
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DUNLORA FARM 15----------------------------------------- LANDSCAPE PLAN FrBUILDING SETBACKS: ✓` PHASE 1 w z
TOTAL SHEETS = 15 Q 0
FRONT: 5'-25' FROM ROW/PROPERTY LINE I cn O
SIDE: 5' i p O
REAR: 20' ) / 0
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R-4- TYPICAL DENSITY: 4 DU/AC JP�2 / Lw
ALLOWABLE DENSITY: 4 DU/AC + 10% DENSITY BONUS CREDIT FOR MAINTENANCE OF EXISTING WOODED AREA (4 * 10%) + ~ QQ Lu
30% DENSITY BONUS CREDIT FOR AFFORDABLE HOUSING (4 * 30%) + DENSITY BONUS CREDIT FOR
DEVELOPMENT STANDARDS (4 * 0.26 ACRES) = 6.64 DU/AC Q
es' ir
PHASE 1 LAND -USE: 77 RESIDENTIAL LOTS
FUTURE -20 ATTACHED DWELLING UNITS
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PROPOSED DENSITY: 97 DU/20.02 ACRES = 4.85 DU/AC l Q N
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TRAFFIC GENERATION: 97 x 10 VPD = 970 VPD 0
AVERAGE SEWER FLOWS: 97 units @ 270 gpd=0.02619 mgd Oz
PEAK SEWER FLOWS: 4.0 * 0.002619 mgd=0.10476+ mgd /
PRELIMINARY SUBDIVISION PLAT: SUB2020-00223 r / n �'l'Tx op c-r�
CRITICAL SLOPES: PRESERVED & MANAGED SLOPES REVISED WITH SEE STEEP SLOPES EXHIBIT
DUNLORA FARM PRELIMINARY SUBDIVISION PLAT, SUB2020-00223. APPROVED 03/23/2021,
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IMPERVIOUS AREA: SF DWELLINGS & DRIVEWAYS 2.51 ACRES _� / pO� Qp Lic. No. q
_ OA 03/15/22
SIDEWALKS 0.56 ACRES 031672 ww
ROADS 1.72 ACRES E*SJONAL Eyo
TOTAL IMPERVIOUS AREA 4.79 ACRES
WATERSHED: A MAJORITY OF THE SITE LIES IN THE UPPER RIVANNA RIVER WATERSHED; A PORTION OF THE VICINITY MAP
NORTHEAST SIDE OF THE SUBJECT PROPERTY LIES IN THE SOUTH FORK RIVANNA (BELOW RESERVOIR)
WATERSHED. SCALE: 1 "=1000 FEET
STORM -WATER MANAGEMENT: REFER TO WP0202100063
BOUNDARY SOURCE: ALTA SURVEY PREPARED JULY 24, 2020 BY ROUDABUSH, GALE AND ASSOCIATES, INC. z
TOPOGRAPHY: BARE EARTH DEM FROM LIDAR, SOURCE VGIN (2016). POINT CLOUD DATA FILTERED BY ROUDABUSH, J
GALE AND ASSOCIATES, INC. r
BENCHMARK: SURVEY CONTROL POINT "D3" FROM ALTA SURVEY FIELDWORK PERFORMED JUNE 22, 2020 BY
ROUDABUSH, GALE AND ASSOCIATES, INC. I—
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DATUM HORZ: NAVD 83; VERT: NAVD 88 F— W
FLOODPLAIN: A PORTION OF THE PROJECT SITE SHOWN HEREON IS LOCATED WITHIN FLOOD HAZARD ZONE RAE" FOR A < D
100-YEAR FLOOD AS SHOWN ON FEMA MAP 51003CO279D, EFFECTIVE 2/3/2005. THIS DETERMINATION HAS C'6 U) BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PREFORMED AS A PORTION OF
W THIS PROJECT. O Q
STREAM BUFFER: THERE ARE NO STREAM BUFFERS WITHIN THE PHASE 1 PROJECT SITE. J 0 O
ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE U
BUILDING DEPARTMENT. LLJ
THE SUBJECT PROPERTY IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. Q
THIS SITE IS NOT LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR.
PUBLIC ROAD ACCEPTANCE GUIDANCE: https://www.albemarle.org/home/showpublisheddocument/1276/637321324043370000
*ALL NEW RIGHT-OF-WAY SHOWN HEREON SHALL BE DEDICATED TO ALBEMARLE COUNTY FOR PUBLIC USE WITH RECORDATION OF THE FINAL APPROVALS
SUBDIVISION PLAT.
DEPARTMENT SIGNATURE DATE
STORMWATER MANAGEMENT COMPLIANCE NARRATIVE ENGINEERING
PLANNING/ZONING DATE: 12 NOV 21
THE PROJECT PROPOSES THE CONSTRUCTION OF A RESIDENTIAL SUBDIVISION. THE COMPLETED SUBDIVISION WILL UTILIZE A SCALE: 1" = 1 000'
STORM -WATER LEVEL II EXTENDED DETENTION FACILITY. THIS MEASURE WILL FACILITATE THE WATER QUALITY AND QUANTITY REMOVAL & VA DEPARTMENT OF TRANSPORTATION JOB: 20.1674
REDUCTION REQUIREMENTS FOR EACH INDEPENDENT OUTFALL, AS REQUIRED. SUB: 202100161
DEPARTMENT OF FIRE AND RESCUE
MORE DETAIL WILL BE SUBMITTED AS A WPO PLAN (UNDER SEPARATE COVER) FOLLOWING THE REVIEW AND APPROVAL OF ROAD AND
UTILITY PLANS WITH THE "VIRGINIA STORM -WATER MANAGEMENT PLAN." ALBEMARLE COUNTY SERVICE AUTHORITY
SHEET: OF 15
Q GA\TMPRO,203676 Duni.Fa.\ENGINEERING\OWG\02_Shee[z\Phase I- Road Planp COVER SHEETdwg
TMP 62F1-D O
DUNLORA COMMUNITY
ASSOCIATION INC. 0
ZONING: R4 ❑ I
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a PHASE 2
NEW BELVEDERE INC
SEE PLAN SHEETS
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PHASE 4 j
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TMP 62-2C
li COUNTY OF ALBEMARLE
ZONING: NMD
TMP 62-16A
N/F PHILLIPS, E L & ANN P
ZONING: R4
TMP 62-16C
N/F MORGOGLIONE, THERESA E OR JOHN D SCHUTTE
ZONING. R4
LEGEND
EXISTING INTERMEDIATE CONTOUR
- - - -JJ2- - - -
EXISTING WATERLINE
EXISTING INDEX CONTOUR
- - - -J00- - - -
PROPOSED WATERLINE
. w
PROPOSED CONTOUR
20
EXISTING FIRE HYDRANT
EXISTING EDGE OF PAVEMENT
EX. EP
PROPOSED FIRE HYDRANT
PROPOSED EDGE OF PAVEMENT
EXISTING WATER VALVE �-
EXISTING CURB AND GUTTER
EX. C&G
PROPOSED WATER VALVE
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PROPOSED CURB AND GUTTER
PROPOSED WATER METER
O
TRANSITION FROM CG-6 ROLL-TOP
EXISTING REDUCER
w 00 w
EXISTING STORM SEWER
EX. 15" RCP
PROPOSED REDUCER —w
10
y
HANDICAP RAMP (CG-12)
PROPOSED STORM SEWER
DENOTES LOCATION OF STD. WOT
CG-12 AND/OR JURISDICTIONAL
EXISTING SANITARY SEWER
_ s s
STANDARD RAMP CONSTRUCTION
PARKING INDICATORINDICATES
12
PROPOSED SANITARY SEWER
I I I—
THE NUMBER OF TYPICAL PARKING SPACES
PROPERTY LINE
BENCHMARK
EASEMENT LINE
-
PROPERTY BOUNDARY
CENTERLINE
- -
LIMITS OF CLEARING AND/OR GRADING mmmmommmommmom
VEHICLES PER DAY COUNT
1,234 VPD
EXISTING SPOT ELEVATION
+
PROPOSED STREET NAME SIGN
PROPOSED SPOT ELEVATION
+12.0
EXISTING TREE DRIP LINE
EXISTING SIGN
a
EXISTING TREE
PROPOSED SIGN
-�
SANITARY MANHOLE IDENTIFIER
12
PROPOSED TREE
®
18
STORM DRAIN STRUCTURE IDENTIFIER
CONTRACTOR'S RECORD DRAWING REQUIREMENTS
CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ANY CHANGES SUBSTITUTIONS, ALTERATIONS, VARIATIONS OR
UNUSUAL CONDITIONS ENCOUNTERED OR IMPLEMENTED WHILE ENGAGED ON THIS PROJECT. THESE RECORDS
SHALL BE IN THE FORM OF "REDLINES". "REDLINES" SHALL REFER TO THE CONTRACTOR'S HAND ANNOTATIONS
USING RED COLORED PEN/PENCIL TO DEPICT ACTUAL CHANGE, SUBSTITUTION, OR CONDITION.
PRIOR TO CONTRACTOR REQUESTING PARTIAL OR FULL PAYMENT, CONTRACTOR SHALL PROVIDE THE OWNER WITH
AN UP-TO-DATE CONTRACTOR'S RECORD DRAWING. SPECIFICALLY, THIS SET OF PLANS, ISSUED TO THE
CONTRACTOR AS FINAL CONSTRUCTION DRAWINGS, SHALL BEAR THE "REDLINE" MARKINGS LISTED BELOW AS
WELL AS THE CONTRACTOR (AGENT OR SUPERINTENDENT) SIGNATURE AND CERTIFICATION BELOW:
1. REDLINES SHOULD ALWAYS BE ACCURATE NEAT, LEGIBLE, DATED AND REASONABLY SCALED.
2. ADD LARGE RED LETTERS TO TITLE SHEET WITH 'CONTRACTOR'S RECORD DRAWING' INCLUDING
CONTRACTOR'S NAME, DATE, AND OTHER RELEVANT INFORMATION
3. CONTRACTOR'S REPRESENTATIVE OR SUPERINTENDENT SHALL INITIAL EACH SHEET. IF A SHEET HAS NOT
BEEN CHANGED AT ALL OR NO MARK HAS BEEN ADDED. LABEL THE SHEET ONLY'NO CHANGES'
4. IF A SHEET HAS BEEN CHANGED OR MODIFICATIONS HAVE BEEN ADDED, LABEL IT'REVISED'
5. USE WRITTEN EXPLANATION TO DESCRIBE CHANGES. REFER TO SPECIFIC ACTIONS INSTEAD OF REFERENCING
CHANGE ORDER NUMBERS OR RELATED DOCUMENTS
6. USE CLEAR LETTERING
7. NEVER REMOVE OLD VALUES OR DETAILS, JUST REDLINE OR "X" THROUGH THEM. IF THERE IS NO ROOM
FOR THE NEW VALUE, YOU CAN GO TO THE SIDE AND REDLINE THE REPLACEMENT VALUE.
8. PROVIDE THE REDLINE DETAILS OF CHANGES OR ADDITIONAL INFORMATION, INCLUDING BUT NOT LIMITED TO
FABRICATION, ERECTION, INSTALLATION, LOCATION, SIZING, MATERIAL, DIMENSION, ADDITIONS, RELOCATIONS,
SUBSTITUTIONS, ETC
9. BE SPECIFIC WHEN MAKING NOTES TO UNDERGROUND UTILITIES, SHOWING EXACT LOCATION, DEPTH, AND
MATERIAL USED (EXAMPLE: SEWER LATERALS)
10. PROVIDE ALL NECESSARY INFORMATION OF CONTRACTOR'S DESIGNED SYSTEMS OR SUBSTITUTIONS
11. CROSS OUT ANY PLAN REFERENCE TO "APPROVED EQUAL" AND REPLACE WITH ANY SPECIFIC INFORMATION
OF VARIANCE USED DURING THE CONSTRUCTION PROCESS
12. ANY CHANGES IN INVERT ELEVATIONS, GRADE MODIFICATIONS, SLOPES, AND RELATED INFORMATION ON
PIPING UTILITIES, EARTHWORK, ETC. SHALL BE REDLINED.
13. RECORD ALL UNEXPECTED OBSTRUCTIONS, COMPLICATING FACTORS, UNSUITABLE CONDITIONS FOUND IN
THE PROJECT AREA INCLUDING ROCK, UNUSUAL TOPSOIL CONDITIONS, BURIED DEBRIS, ETC.
14. ATTACH OR"INCLUDE ANY SHOW DRAWINGS OR SUPPLEMENTAL INFORMATION TO THE CONTRACTOR'S
15. CHANGES MADE AS A RESULT OF ANY REGULATORY OR OWNER INSPECTION PROCESS
CERTIFICATION STATEMENT
THIS HAND -MARKED SET OF DRAWINGS HAS BEEN "REDLINED" TO PROVIDE ACCURATE DETAILED RECORD OF
ANY SUBSTANTIVE CHANGES TO THE APPROVED DESIGN DRAWINGS. ANY ITEM NOT "REDLINED" ON THIS PLAN
SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO BE "CONSTRUCTED IN ACCORDANCE WITH THE
DESIGN AS SHOWN".
NAME, TITLE (DATE)
FOR:
250
SCALE: 1"=
(CONTRACTOR)
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Christopher C. Mulligan
Uc. No.
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DATE:
12 NOV 21
SCALE:
1 "=250'
JOB:
20.1674
SUB:
202100161
SHEET:
Q\RGA\TMPRO@0 t6/6 Ounlcra FamgENGINEERING\13WG\02_$M1ee[z\Phase I -Road Plan@ PROIECf NOTE$ &OVERALL PIAN.dxg
GENERAL CONSTRUCTION NOTES
DI AN KVITCC
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 UTILITY'S 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 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 (7) FEET.
9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM
TO VDOT CG-9(A,B OR C).
10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM
TO VDOT STANDARD PE-1.
11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL
WHEN IN THE OPINION OF VDOT THE DIRECTOR OF ENGINEERING OR THE DIRECTOR'S DESIGNEE IT IS
DEEMED NECESSARY.
12. A MINIMUM CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL
RESIDENTIAL SUBDIVISION STREETS. ADDITIONAL CLEAR ZONE MAY BE REQUIRED DEPENDING ON THE
CATEGORY OF ROAD DESIGN.
13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON
THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. THE CROSS SLOPE SHALL BE
MAINTAINED AS SHOWN ON THE PLANS. EXCEPTIONS WILL NOT BE ALLOWED.
14. ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGNS, ETC.) ARE TO BE FURNISHED AND INSTALLED
BY THE DEVELOPER PRIOR TO ACCEPTANCE SIGNS AND THEIR INSTALLATION SHALL CONFORM TO
"ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL" AND THE
VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. THE LOCATIONS OF ALL SIGNS ARE SHOWN ON
THE PLANS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS
HAVE BEEN ACCEPTED INTO THE STATE SECONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE POSTED ON
SPEED LIMIT SIGNS ARE TO BE DETERMINED BY VDOT PRIOR TO ACCEPTANCE. THE SPEED LIMIT IS TO BE
POSTED 5MPH BELOW THE DESIGN SPEED.
15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS
PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL
AND VOID.
16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER
WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE
DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS.
17. USE VDOT STANDARD CD-1 OR CD-2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL
TRANSITIONS AND GRADE SAG POINTS.
18. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED
INACCESSIBLE TO VDOT INSPECTIONS AND ARE TO BE ACCEPTED INTO VDOT'S MAINTENANCE PROGRAM AND
OWNERSHIP. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH 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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DATE:
12 NOV 21
SCALE:
N/A
JOB:
20.1674
SUB:
202100161
SHEET:
3 OF 15
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EXISTING BUILDING TBR. ALL,
ASSOCIATED UTILITIES TO BE \ ® I I / � •
G \ 7 ® ABANDONED AND/OR REMOVED. \ ®
I CONTRACTOR TO COORDINATE \ \ • / I /\IIII I I I I I \\\ \\\ \\\\ \\\\\\\\�\ / * *"*% 4 "; "% *"* %" ". "%" "*,
:µ
PERMITTING & ABANDONMENT
ram"
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W/ HEALTH DEPARTMENT DH i'
ALBEMARLE COUNTY STEEP
%
;: *x
®/ / V SLOPES OVERLAY - MANAGED
7—
1�2,\j STEEP SLOPES FROM APPROVED
(� // /// /%®/ l / / l /• // /� ///%Ill l// /// ///// ///r l�I ;% ti;: *:%x%%'*%'%
J // / / / / / /®�® J,/ / / j I • / /�/\77777 � // / / I, \ %"%% EXHIBIT 033/ 32021-PRESERVED
107
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WETLAND AREAS
1\ (PER WILD GINGER
FIELD SERVIC
ES
//A®— l � LOCATION ON ALTA SURVEY BYBEAKERB�®2®/ \ RGA DATA JULY 24,2020)
22
WATERS OF THE U.S. (WOUS)
SOIL LINE
TMPV 6,2— 1�6 - ��\VGA\\\VA\\\�A \�V A __ \ TMP 62///
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Christopher C. Mulligan
Uc. No.
031672 4�
�O� 03/15/22 lbw
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DATE:
12 NOV 21
SCALE:
1" : 50'
JOB:
20.1674
SUB:
202100161
SHEET:
4 OF 15
Q\RGA\TMPRO@0 t6/6 Dunlcra FamgENGINEERING\DWG\02_$M1ee[z\Phase I -Road Plan\6 EYJ41NG CONDRION$ & DEMOLRION PIAN.dwg
01I .�. OF UNE
LOT
50 01 RO LOT \ 74
77 \
48' \ \ LOT\
OF LINE A0+47.60
PO STA =75
^ �00� L76T \ 9
Pj
PLAN LEGEND
1O
VDOT STD. CG-6 CURB & GUTTER (TYP)
O
5' SIDEWALK (TYP)
O
6' PLANTING STRIP (TYP)
4O
VDOT STD. CG-12, TYPE C (TYP)
O
VDOT STD. CG-9B (BILKS. A, B & C PRIV .ENTR.(s))
O
VDOT STD. BLOCKED -OUT W-BEAM GUARDRAIL
WITH WOOD POSTS.
O7
VDOT STD. R1-1 STOP SIGN (TYP)
8O
STREET NAME SIGN (TYP)
O
"NO PARKING" SIGN (TYP)
10
VDOT STD. R2-1 SPEED LIMIT SIGN (TYP)
11
VDOT STD. CG-7 CURBING
12
"DROWNING HAZARD" SIGN
13
TEMP. TURNAROUND (VDOT BRANCH TYPE)
14
PEDESTRIAN CROSSING SIGN (TYP)
15
CLUSTER BOX UNITS (CBUs)
16
MUTCD TYPE 3 BARRICADE WITH R11-2 SIGN
17
VDOT STUB OUT STREET SIGN
Xx00
I _ 00'�Oo
LINE
LOT
73 '
LOT
A 72
�� 15 LOT / \
Y 15
E
AC SS ROAD
19
VDOT STD. CG-9D
20
EMERGENCY GATE FOR FIRE ACCESS W/ KNOX
BOX (SEE DETAIL)
21
VDOT STD. WP-2 ROAD CONNECTION
22
VARIABLE WIDTH TEMP. TURN -AROUND ESMT.
23
20' PRIVATE ACCESS EASEMENT (H.O.A.)
24
PUBLIC DRAINAGE EASEMENT
25
PRIVATE DRAINAGE EASEMENT
28
SANITARY SEWER EASEMENT
27
STACKED RETAINING WALL (SEE SHEET 13)
NOTES:
1. THE HOMEOWNERS AND/OR THE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR KEEPING THE VARIABLE SIGHT DISTANCE
EASEMENTS CLEAR FROM THE OBSTRUCTION AT ALL TIMES FOR PUBLIC SAFETY
2. VDOT WILL ONLY MAINTAIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE
C
C
C
4
ODOM COURT
�-' Number Radius Length Line/Chord Direction
/ y \ IF Ll 164.60 N250 32' 55.42"E
C1
200.00
136.02
N450 01' 56.26"E
x \
* *
L2
203.18
N640 30' 57.11 "E
x
_ xxxx�
VARIABLE WIDTH STORMWATER
/
FOWLER STREET
MANAGEMENT MAINTENANCE
IF'J
AND ACCESS EASEMENT
�'
/
I _
Number
Radius
Length
Line/Chord Direction
J
METAL POST
IN CONC
IF IN
/
I
L1
169.73
S390 35' 33.97"E
0.63' N.W. OF U rCR
\
®
/
/
C1
200.00
107.62
S550 00' 31.58"E
L2
90.23
S700 25' 29.20"E
.406 /
\\
/
I
C2
425.00
321.30
S48° 46' 00.28"E
PF $URVEY CONTRO POINT `:,
6° 08 2� IEV. = 363.7 /
ON
INE
CgNSTRUCTION TIE
OWN POIN
/
L3
117.30
S27° 06 31.36"E
ON 05 S54°05'63� MIRANDA CROSSING
/ DR`(\POIND
(REFER TOW O 2100063) / 12
\ / � F- � Number Radius Length Line/Chord Directio
0 )
2 � 23 / L1 47.60 S380 28' 25.00"E
C1 200.00 111.53 S540 2657.1 WE
26 I L2 370.98 S700 25' 29.20"E
12 / 24 27 LOT
\ / L 6T LOT I LOT 11® O 9 C2 200.00 1 151.20 S480 46' 00.28"E
7 I 8 L3 124.91 S27° 06' 31.36"E
1/ A / i 1 LOT
\ 5 N 1
LOT \ `� 0 9 0 GOLDSBERRY LANE
3 4
00 PC S1p = ��+ 9 j\ \ ± 0 O
4 / % ' / Number Radius Length Line/Chord Direction
LOT
3 \ `\ � 8 22 L1 81.19 S500 24' 26.03'W
..a- OL O ' I
\C/ � . I C1 200.00 107.62 S340 59' 28 42'
09 �1✓
00 19 x�1 l\/ LOT \ L2 135.01 S19° 34' 30.80'W
n ODOM COURT 14+00 L2 15+00
13+00 0 LOT
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LOT LOT LOT LOT
18 \
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68 LOT
LOT 4�
67 18
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/
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OLOT ** *** *** *** ** ***
65
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21
L 1
62
e• LOT
F
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PT STA
LOT
0 61 LOT
22 * „
„ % % y % % * * „ % „ * * % µ
WETLAND A
REAS
1 BLOCK I 1 PER WILD GINGER FIELD SERVICES
D I LOT 25 O % . * x % % * * ; . % * LOCATION ON ALTA SURVEY BY
I 2 I I 60 s9 ' I 22 % „ „ % % * ; % % * K Y * RGA DATA JULY 24, 2020)
9 hP PHASE I CONSTRUCTION%'% - - - - WATERS OF THE U.S. (WoUS)
( r FUTURE PHASE CONSTRUCTION
IJ I LOT
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00
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STA 18+05.86 STA 18+06.04 * * * * * * * * * * * * * * * * * * * CONCRETE SIDEWALK
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Uc. No.
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SCALE:
1" : 50'
JOB:
20.1674
SUB:
202100161
SHEET:
5 OF 15
Q GA\TMPRO@0 t64 DunloraFa.\ENGINEERING\OWG\02_Shee[z\Phaoa I - Road Plan\5 UYOUT PMdn
434
� o
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77
LOT
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132 /
20' PRIVATE DRAINAGE
EASEMENT
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FROM
TO
PIPE DESCRIPTION
158
156
25 L.F.
CLASS III
15 HDPE
156
154
170 L.F.
CLASS III
15 HDPE
154
152
25 L.F.
CLASS III
15 HDPE
152
150
112 L.F.
CLASS III
18 HDPE
150
102
178 L.F.
CLASS III
18 HDPE
148
144
85 L.F.
CLASS III
15 HDPE
146
144
26 L.F.
CLASS III
15 HDPE
144
138
124 L.F.
CLASS III
15 HDPE
142
138
86 L.F.
CLASS III
15 HDPE
140
138
28 L.F.
CLASS III
15 HDPE
138
134
149 L.F.
CLASS III
15 HDPE
136
134
25 L.F.
CLASS III
15 HDPE
134
124
51 L.F.
CLASS III
18 HDPE
132
130
27 L.F.
CLASS III
15 HDPE
130
128
107 L.F.
CLASS III
15 HDPE
128
126
53 L.F.
CLASS III
15 HDPE
126
124
25 L.F.
CLASS III
15 HDPE
124
120
64 L.F.
CLASS III
24 HDPE
122
120
27 L.F.
CLASS III
15 HDPE
120
116
123 L.F.
CLASS III
24 HDPE
118
116
27 L.F.
CLASS III
15 HDPE
116
114
53 L.F.
CLASS III
24 HDPE
114
104
91 L.F.
CLASS III
24 HDPE
112
110
26 L.F.
CLASS III
15 HDPE
110
108A
85 L.F.
CLASS III
15 HDPE
108A
108
103 L.F.
CLASS III
15 HDPE
108
106
25 L.F.
CLASS III
15 HDPE
106
104
57 L.F.
CLASS III
15 HDPE
104
102
81 L.F.
CLASS III
24 HDPE
102
OUTFALL
28 L.F.
CLASS III
24 HDPE
I
Q GA\TMPRO@0 t64 Duni.Fa.\ENGINEERING\DWG\02_Shee[z\Phase I - Road Plan%GMDING&DRAINAGE PUNA,
INLET SCHEDULE NOTE: ST-1 STEPS REQUIRED ON ALL INLETS GRATER THAN WIN DEPTH
STIR # L STATION DESCRIPTION TOP NOSE H
158 16.0 VDOT DI-3C 418.60 TY PE'B' 12.25
\ 156 16.0 VDOT DI-2C 418.10 TlPE'B' 1200.
\ 154 16.0 VDOT DI-2B SL-1 Safety Slab 423.73 TY PE'B' 18.92
: ® \ 152 16.0 VDOT DI-3B SL-1 Safety Slab 424.14 TY PE'B' 19.68
® \w 150 VDOT DI-1 SL-1 Safety Slab 411.00 GRATE 7.31
148 2.5 VDOT DI-1 435.50 GRATE 4.18
4 146 2.5 VDOT DI-3A 438.49 TYPE'B' 7.12
VARIABLE WIDTH STORMWATER 144 8.0 VDOT 13I-26 437.94 TYPES' 7.22
MANAGEMENT MAINTENANCE J t i 142 VDOT DI-1 438.80 GRATE 8.14
t AND ACCESS EASEMENT 140 2.5 VDOT DI-3A 437.04 TYPES' 7.30
138 4.0 VDOT DI-26 436.40 TYPE'B' 6.97
136 2.5 VDOT DI-3A 435.02 TY PE'B' 7.11
REVERSE BENCH REQUIRED. ___ -- 134 2.5 VDOT DI-2A 434.52 TY PE'B' 6.87
SEE CODE 18-4.3.3.0 FOR _ ` - - 132 4.0 VDOT DI-3C 432.71 TYPE'B' 7.42
COUNTY REQUIREMENTS. 130 10.0 VDOTDI-3C 432.71 TY PE'B' 7.78
128 2.5 VDOT DI-3A 433.91 TYPE'B' 9.82
\ \ - 126 2.5 VDOT DI-3A 433.94 TY PE'B' 10.42
124 2.5 VDOT DI-2A 433.44 TYPE'B' 10.33
122 VDOT DI-1 434.71 GRATE 9.38
20,PRIVATE ACCESS 120 2.5 VDOT DI-2A SLA Safety Slab 434.01 TY PE'B' 12.65
' - E
--- - 118 2.5 VDOT DI-3A SL-1 Safety Slab 438.49 T/PE'B' 14.19
ASEMENT
116 2.5 VDOT DI-3A SL-1 Safety Slab 438.50 TlPE'B' 18.51
114 2.5 VDOT DI-3A 439.15 TY PE'B' 20.15
_ - - - -- -- - _ _ / 112 8.0 VDOT DI-3B 441.63 TYPE'B' 7.43
Q o PROP. STORMWATER MANAGEMENT / 110 8.0 VDOT DI-2B 441.03 TY PE'B' 7.20
o o FACILITY. REFERENCE WPO-2021-00063 / \ ; - - 108A 2.5 VDOT DI-2A 439.07 TY PE'B' 10.97
108 10.0 VDOT DI-2C 437.54 Tl PE'B' 9.44
FOR ADDITIONAL INFORMATION
-- ; c, 106 2.5 VDOT DI-3A SL-1 Safety Slab 438.03 TY PE'B' 16.32
LOT 3gp- 104 VDOT MH-1 SL-1 Safety Slab 423.65 TY PE'B' 14.62
73 ' = / _ - T - 10' PRIVATE DRAINAGE 102 VDOT MH-1 SL-1 Safety Slab 413.36 TY PE'B' 18.41
5 20' PUBLIC DRAINAGE EASEMENT 100 VDOT EW-1
EASEMENT \ \ T
_ �
j 3:1 SLOPE 0 "- ^`°� � � 150 _ LOT - 9 .
LOT + 100 40, - - 6 LOT LOT -
72 118 - - - 7 8
/ 0 LOT - -
\ � 5 14+00
12 /
LOT
/ / 02 ' 420 \ 4 l / / / J " PROP D DITCH
/ 1+0 114 20' PUBLIC DRAIN E SEC
0
EASEMENT LO
- / DITCH DEPTH=1
�
**
GRASS LINING
b - 152 A ^ 158 10+00 TO 15+00
43p LOT
10
PROPOSED DITCH
� LOT SECTION \ 156 \ * *
DITCH DEPTH=12"
20' PRIVATE DRAINAGE
EASEMENT
\ ;
L70T CD , ^ \ \ \ � \ GRASS LINING �� ) - 10+00 TO 11 +50
**** ***
BLOCK
` %**
LOT 1 /
BCD-1 69 108A •� * L LOT / / /
410
\ �) LOT / �� o 'o
68 LOT
\ \ 112LO - 400
L T ��-
�'riyx0� / 67 18 r * x.
BLOCK
\ B 390-
138 '77-
/ 110 - / / PROPOSED DITCH /�
20' RIVATE RAINA 6 6_ _ L' - \ SECTION
ASEME T 1 DITCH DEPTH=12" \ �8
SLOPE IN OUT ?\ 148 _ �- I a \ \ /
k _
_ � VEGETATED
( 10' PRIVATE DRAINAGE NCOMING DITCH
0.60% INV(IN)= 406.35 INV(OUT)= 406.20 L T 370- f FILTER STRIP
O V � 65 � � - ��� EC-2 ,TYPE 1 L1NED / \�^
0.70% IW(IN)= 406.10 IW(OUT)= 404.91 140 \ n 13+00TO15+00 EASEMENT 1'
S \
1.00% INV(IN)= 404.81 INV(OUT)= 404.56 yA ! N j\ 17.5' ENGINEERED ►117 5�*- 3 3 10
0.60% INV(IN)= 404.46 INV(OUT)= 403.79 / cox LEVEL SPREADER
0.95% INV(IN)=
403.69 iw(Qur)= 402.00 438 \ t ` / 6 T 2 00 w 10' �1' EXISTING
0.59% INV(IN)= 431.32 INV(OUT)= 430.82
o R
Eo
° 440 m \� BLOCK \�/. \�/ 368.2' �� ,
I 3 8.0
2.16/o INV(IN)= 431.37 INV(QUT)= 430.82 D 1 C L T o\/�'\'
EW-12 EW-1 \
0.96% INV(IN)= 430.72 INV(QUT)= 429.53 146 B*Q0 \ ' f p. 6 \ IL T
17.5' LEVEL SPREADER
1.32% INV(IN)= 430.66 INV(OUr)= 429.53 D-1 I o 10' PRIVATE DRAINAGE
L T \ v o EASEMENT -- 1" = 10'
0.76% INV(IN)= 429.74 INV(OUT)= 429.53 Q� ` 6
1.12% INV(IN)= 429.43 INV(OUT)= 427.75 i D-1--- CD- ' ^/ NOTE.
° I / PROPOSED DITCH CONTRACTOR TO VERIFY 95% COMPACTION ON ALL FILL
440 LO
0.64/o INV(IN)= 427.91 INV(OUT)= 427.75 g o W-12 SECTION
I o I / / AREAS WHERE HOUSE BUILDING PADS ARE CONSTRUCTED.
DITCH DEPTH=12"
8.58% INV(IN)= 427.65 INV(OUT)= 423.31 0 6 CD- fl T
+ , 2 �., �, LEGEND
0.60% INV(IN)= 425.29 INV(OUr)= 425.13 BLOCK
0.59% INV(IN)= 424.93 INV(00r)= 424.29 1 D o0 / GRASS LINING
0.70% INV(IN)= 424.09 INV(0Ur)= 423.72 vL6O0 I; fix/ 10+00To13+00
0.83% INV(IN)= 423.52 INV(00r)= 423.31 g p3a
ALBEMARLE COUNTY STEEP
2.59% INV(IN)= 423.11 INV(OUr)= 421.46 g SLOPES OVERLAY -MANAGED
MUTCD TYPE 3
LOT
0
14.31 /o INV(IN)= 425.34 INV(OUi)= 421.46 BARRICADE (5'X24) ' 59 STEEP SLOPES FROM APPROVED
WITH R11-2 SIGN + OD EXHIBIT 03/23/2021 -PRESERVED
1.04% INV(IN)= 421.36 INV(OUT)= 420.09 �o - - v
----
00
15.50% INV(IN)= 424.30 INV(OUT)= 420.09 440-3:1 SLOPE MUTCD TYPE 3 WETLAND AREAS
BARRICADE (5'X24') ; ;* *** * (PER WILD GINGER FIELD SERVICES
1.70% INV(IN)= 419.99 INV(OUi)= 419.10 PHASE I CONSTRUCTION WITH R11-2 SIGN ; * * * * * * ; * * LOCATION ON ALTA SURVEY BY
10.76% INV(IN)= 419.00 INV(OUT)= 409.23 STA 18�OS 86 -448 STA 18+06.04 RGA DATA JULY 24, 2020)
0.65% INV(IN)= 434.20 INV(OUT)= 434.03
6.52% INV(IN)= 433.83 INV(OUr)= 428.30
6.00% INV(IN)= 428.10 INV(OUr)= 421.91
16.76% INV(IN)= 421.71 INV(OUT)= 417.45
14.13% INV(IN)= 417.25 INV(OUT)= 409.23
8.71% INV(IN)= 409.03 INV(OUr)= 402.00
1.81% Iw(Im= 394.95 INwotm= 394.45
50 0 50 100 150
SCALE: 1 "=50'
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Uc. No.
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SCALE:
1" = 50'
JOB:
20.1674
SUB:
202100161
SHEET:
6 OF 15
EXISTING 8X6 FHA
\ / / NOTE!
MH 'V' TO BE INSTALLED
DURING CONSTRUCTION
1 1 OF BELVEDERE PHASE 5B
1 VARIABLE WIDTH STORMWATER
MANAGEMENT MAINTENANCE i
C0 - AND ACCESS EASEMENT
EXIS ING_8X6 FHAOD
\
EXISTING 0 /
BELVEDERE
I PHASE 5B ' 1 e�\\ /
REMOVE EXIST. 8" PLUG ` SURVEY CONTRO POINT\Q3
& TIE TO EX. 8" W/L 1 ELEV. 363.74 /
20' PRIVATE ACCESS /
20' SANITARY EASEMENT
1 SEWER EASEMENT
/ � 2
1 EXISTING TRANSFORMER 12
1 13 $ P Cv \ �
LOT 4 8F(S` 08
PUBLIC DRAINAGE
1 73 8" DIP CL52 EASEMENT
80
REMOVE EXIST. 8" PLUG _V WIDT �0' WATERMAIN / 3
o F p, - SAN. SEWER ES W. r %
& TIE TO EX. 8" W/L LOT LOT
1 '1 9 LOT
/ 9
LOT 74 \ '-a O LOT MFF(S): / \ 6 LOT LOT
MFF(S):77 PR SANITARY MFF(S): 72 425.43 m ® 7 8
430.35 m LOT
m !' 8" DIP CL52 NHOLE (TYP 425.80 \ -- ® i \ 5
WATERMAIN LOT i 8 DIP / MFF(S):
INSTALL DOMESTIC 75 / / 8 8N8" T 0
MFF(S): 9 \ LOT \ MFF(S): MFF(S): 0 405.81
W/L SERVICES \ 429.19 8 PVC / _ (3) 8" V. q 409.09 MFF(S): MFF(S): 402.57 a o
FOR FUTURE LOT \ \\ / & BOX 407.65 406.49
MFF(S): `0
0 PROP. ANITARY
'x LOT 11 / GO OSBERR� \ ® %� LOT 410.49 SEWE �P) 4 ,
°0 76 MFF(S): - / 5
429.28 8" PVC V / MFF(S): -
39n 39U - 3Ufl U
UNDERGROUND
ELECTRIC (TYP.)
N / 414.89
8x6 FHA (TYP) zz'z <�q. ko / ® LOT /
c c
F m�i
LGf
INSTALL DOMESTIC c
W/L SERVICES xpp
FOR FUTURE LOT
GF /
81Ix8" CROSS
(4) 8" G.V. & BOX
8" STUB FOR FUTURE
EXPANSION WITH
BOA & PLUG.
0,,
O�q
INSTALL DOMESTIC
FUTURE W/L SERVICES
DUNLORA FOR FUTURE LOT
FARM PHASE II
oG 8" DIP CL52 \ o 2
WATERMAIN 427F85 \ 7 VARIABLE WI TH IP -
\ a• O�� 3+00 OD M O RT
SAN. SEWER E T. MFF(S): �
LOT \. 418.07
14 LOT 1 _
71
O�Q / UGE U UGE UGE UGE UGE UGE
MFF(S): �c MFF(S): 8" DIP CL52 F.H.A. ucE
428.51 0 \ 420.76 / / WATEF(R)A�AINT(TYP)
\ LOT F. .A \ 409.82 MFF(S): MFF(S): MFF(S):
70 (lYP) x0 PROP. SANI RY 408.37 407.93 406.49
% p LATERAL (rY
A\ MFF(S): ccF 6 O MFF(S):
416.14
BLOCK GO 429.56 c� ; LOT LOT LOT
LOT
PROP. SANITARY / LOT �o
LATERAL (TYP) 69 MFF(S): \ - MFF(S): LOT 15 14 13 12
PROP. SANITARY / 427.64 //��� 419.40 16
MANHOLE(TYP) LOT°� AGELECTRICAL TRANSFORMER
68 O MFF(S): O LOT (TYP). FINAL PLACEMENT TO
Ox MFF(S): 17 BE DETERMINED BY DOMINION
�� 15 431.09 8"x8" TEE N 19 434.83 POWER.
yQ LOT (3) 8" G.V.
xOp ' 67 &BOX °� T 18/
BLOCK
B
: d : 431.38
431.38 �
\
INSTALL DOMESTIC
W/L
PRIVATE DRAINAGE G LOT
66
\�� \\
\
LOT
SERVICES
`„8O
EASEMENT
19
FOR FUTURE
LOT
iq
\
\
MFF(S): \
DOMESTIC
z \
431.68
'
MFF(S):
WATER METER
ry
Xpp
A
LOT
435.86
(TYPICAL)
o
�\
85
\
DOMESTIC
SANITARY
STRUCTURE
TABLE
61
WAT€RAMETER
16
42F82)
i
LOT ;�
LOT
PRIVATE DRAINAGE
64
�
200 MFF(S): 20
436.79
STRUCTURE #:
DETAILS:
PIPES IN:
PIPES OUT:
INSTALL DOMESTIC
W/LSERVICES
FOR FUTURE LOT
EASEMENT
BLOCK
\�\
_
CoMFF(S):--
L LOT 433.81
I
I
-
EX MH V
RIM = 358.37
(1 - EX), 8" DIP INV IN=349.61
Structure - (443)
RIM = 426.48
16+0�
PROP.SANITARY
\ SEWER (TYP)
63
20' S
MFF(S):
LOT
21
1
RIM = 361.66
(2-1), 8" DIP INV IN=352.80
(1 - EX), 8" DIP INV OUT=350.81
8" DIP CL52
SEWER EASEMEN
MFF(S):
437.45
2
RIM = 376.05
(3-2), 8" DIP INV IN=365.99
(2-1), 8" DIP INV OUT=364.00P
WATERMAIN
LOT 434.94 I
3
RIM
= 410.86
(4-3), 8" PVC INV IN=403.09
(3-2), 8" DIP INV OUT=402.89
17
- 62 1„
------- -
8"x8" TEE
4
RIM
= 419.98
(5-4), 8" PVC INV IN=406.00
(4-3), 8" PVC INV OUT=404.01
(3) G.V. &
MFF(S):
BOX
I PROP. SANITARY MFF(S): _
21 ()'
438.68
5
RIM = 425.74
(6-5), 8" DIP INV IN=410.84
(5-4), 8" PVC INV OUT=409.20
8" BOA & PLUG
FOR FUTURE
MANHOLE (TYP)
o
LOT 435.11
61
8" DIP CL52
LOT
(19-6), 8" PVC INV IN-433.11
6
RIM
= 440.22
(7-6), 8" DIP INV IN=422.39
(6-5), 8" DIP INV OUT=422.19
EXPANSION
WATERMAIN
22
BLOCK
I
7
RIM
= 437.16
(8-7), 8" INV IN=423.27
(7-6), 8" DIP INV OUT=423.07
O MFF(S):
LOT 435.91 F.H.A. cu
8
RIM
= 438.87
(9-8), 8" DIP INV IN=424.04
(8-7), 8" INV OUT=423.84
A.R.V.
60 (TYP.) 2
1
ELECTRICAL TRANSFORMER
p STA 17+48
T
9
RIM
= 436.67
(12-9), 8" PVC INV IN-424.96
(9-8), 8" DIP INV OUT=424.77
(TYP). FINAL PLACEMENT TO
(10-9), 8" PVC INV IN=424.96
BE DETERMINED BY
DOMINION
MFF(S):
POWER.
L59T 436.33
10
RIM
= 435.24
(11-10), 8" PVC INV IN=425.40
(10-9), 8" PVC INV OUT=425.20
18
INSTALL DOMESTIC
(14-10), 8" PVC INV IN=425.40
0o
+ _ 3�0 -
300 - 39
W/L SERVICES
FOR FUTURE LOT
11
RIM
= 434.40
(11-10), 8" PVC INV OUT=427.72
8" PLUG
PROP. 1 U ACCESS
EASEMENT
8" PLUG
12
RIM = 435.82
(13-12), 8" PVC INV IN=428.02
(12-9), 8" PVC INV OUT=427.82
END PHASE I CONSTRUCTION
END PHASE I CONSTRUCTION
W/ BOA ASSEMBLY FOR
13
RIM
= 434.48
(13-12), 8" PVC INV OUT=428.47
W/
BOA ASSEMBLY FOR
STA 18+05.86
STA 18+06.04
FUTURE EXPANSION
FUTURE EXPANSION
FUTURE
14
RIM = 434.90
(15-14), 8" PVC INV IN=426.11
(14-10), 8" PVC INV OUT=425.91
15
RIM
= 435.25
(16-15), 8" PVC INV IN=429.30
(15-14), 8" PVC INV OUT=429.10
DUNLORA
FARM PHASE III
16
RIM = 436.58
(17-16), 8" PVC INV IN=431.19
(16-15), 8" PVC INV OUT=430.99
17
RIM = 439.52
(18-17), 8" PVC INV IN=433.61
(17-16), 8" PVC INV OUT=433.41
18
RIM = 439.39
(18-17), 8" PVC INV OUT=435.54
19
RIM = 441.95
(20-19), 8" PVC INV IN=433.70
(19-6), 8" PVC INV OUT=433.50
20
RIM = 444.58
(21-20), 8" PVC INV IN=435.70
(20-19), 8" PVC INV OUT=435.50
21
RIM = 446.76
(21-20), 8" PVC INV OUT=437.21
8" PLUG
MFF(S):
405.98 LOT
+ 10
PROP. SANITARY
LATERAL (TYP)
I
t
^ 406.97
DOMESTIC WATER
METER (TYPICAL) LOT
11
LEGEND
ALBEMARLE COUNTY STEEP
SLOPES OVERLAY -MANAGED
_�
STEEP SLOPES FROM APPROVED
EXHIBIT 03/23/2021 -PRESERVED
WETLAND AREAS
(PER WILD GINGER FIELD SERVICES
LOCATION ON ALTA SURVEY BY
RGA DATA JULY 24, 2020)
20' SANITARY SEWER
EASEMENT
VARIABLE WIDTH
DRAINAGE EASEMENT
10' ACCESS EASEMENT
50 0 50 100 150
SCALE: 1"=50'
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Christopher C. Mulligan
Lic. No.
031672 44
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12 NOV 21
SCALE:
1" = 50'
JOB:
20.1674
SUB:
202100161
SHEET:
/ OF 15
Q1RGA\TMPROI\201676 WnIm Fam,\ENGINEERING\OWG\O?_SM1eMs\Phaze I - Road P1.\7 U IL" PUN "q
465
460
455
450
445
440
435
430
425
420
415
410
405
460
455
450
445
4,10
435
430
425
420
415
410
405
400
Am I L IFTOR• • Wilm •IwoEF TO
■STA00
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-----------
CD-1
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VALVE @
STA. 17+48
■-
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-■
10+00 11+00 12+00 13+00 14+00 15+00
MIRANDA CROSSING PROFILE
HORIZ. SCALE: 1 "=50'
VERTICAL SCALE: 1 "=10'
16+00
17+00
18+00
1 11
----
------
1 11•
•
--
1 1 /
11
-------
_
_ .0
--
-------
EXISTING
GRADE
REMOVE EX. 8"
-PLUG&CONNECT
PROPOSED STA=16+73.91
GRADE
.
. 1�
=yam;
■PIPE 9-8
• 1
•
Lul PIPE 115 IT
m
■..
■
-■
STA: 14+06.81
-----
-----
■.
EXTENSION
'
-------FUTRE
EXISTING
GRADE
10+00
11+00
NOTE:
THE CONTRACTOR IS TO VERIFY 95%
COMPACTION IN ALL FILL AREAS.
CONCRETE
-
SIDEWALK
R/W
1.5'
6'
PLANTING
STRIP
12+00
POINT OF
FINISHED GRADE VDOT STD,
4" UD-4
VDOT STD.
4" UD-4 VDOT STD.
C/L CG-6 -
VDOT STD.
CG-6 2.5" SM-9.5f
44y1' 1/4":1'
8" SUBBASE 3" BM-25
1' (21 A) 10,
TRAVELLANE
10, 2.5,
TRAVELLANE
24' F/C - F/C
1'
13+00 14+00 15+00 16+00 17+00
FOWLER STREET PROFILE
HORIZ. SCALE: 1 "=50'
VERTICAL SCALE: 1 "=10'
NOTE TO CONTRACTOR:
** SPECIAL ATTENTION **
ANY UNDER -DRAINS OR CROSS -DRAINS INSTALLED MUST BE VIDEO INSPECTED SIMILAR
TO THAT REQUIRED FOR VDOT ACCEPTANCE OF STORM SEWER. CONTRACTOR IS
RESPONSIBLE FOR ACCEPTABLE CONDITION AT ALL TIMES UNTIL STREET ACCEPTANCE.
-CONCRETE
SIDEWALK
I
R/W
1.5'
6'
PLANTING
STRIP
TYPICAL STREET SECTION
FOWLER STREET (STA=10+00.00 - 18+06.84) - PUBLIC ROAD
MIRANDA CROSSING (STA=10+00.00 - 18+06.00) - PUBLIC ROAD
DESIGN SPEED LIMIT - 25 MPH
EXISTING
EXISTING GRADE
GRADE
CONCRETE
SIDEWALK
I
R/W
1.5'
6'
PLANTING
STRIP
POINT OF
FINISHED GRADE VDOT STD.
4" UD-4
VDOT STD.
4" UD-4 VDOT STD.
C/L CG-6 -
VDOT STD.
CG-6 1.5" SM-9.5A
44:1 1/4":1'
8" SUBBASE 3" BM-25
1' (21A) 10,
TRAVELLANE
10, 2.5'
TRAVELLANE
24' F/C - F/C
1'
CONCRETE
SIDEWALK
I
R/W
a�1_•
1.5'
6'
PLANTING
STRIP
TYPICAL STREET SECTION
ODOM COURT (STA=10+00.00 - 15+03.84) - PUBLIC ROAD
GOLDSBERRY LANE (STA=10+00.00 - 13+23.83) - PUBLIC ROAD
DESIGN SPEED LIMIT - 25 MPH
18+00
465
460
455 450
450 445
445 440
440 435
435 430
430 425
425 420
420 415
415 410
410 405
405 400
460 455
O.A.
NSION i0
450 445
445 440
440 435
435
8" (
S
430 425
425 420
420 415
415 410
410 405
405 400
400 395
10+00 11+00 12+00 13+00 14+00 15+00
ODOM COURT PROFILE
HORIZ. SCALE: 1 "=50'
VERTICAL SCALE: 1 "=10'
10+00 11+00 12+00 13+00
GOLDSBERRY LANE PROFILE
HORIZ. SCALE: 1 "=50'
VERTICAL SCALE: 1"=10'
NOTES:
1. MAINTAIN A MINIMUM OF 3.5' OF COVER OVER WATERLINE.
2. ALL FILL AREAS ARE TO BE PLACED AT 95% COMPACTION.
3. MAINTAIN V MINIMUM VERTICAL SEPARATION BETWEEN STORM AND WATERLINE.
4. MAINTAIN 1.5' MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE.
5. STANDARD CD-1 AND CD-2 UNDERDRAINS ARE TO BE PROVIDED AS SHOWN HEREON OR AS
FIELD CONDITIONS DICTATE.
6. INTERSECTION SIGHT DISTANCE LINES ARE SHOWN USING A 3.5' HEIGHT OF EYE AND A 3.5'
HEIGHT OF OBJECT.
EXISTING EXISTING
GRADE GRADE
CONCRETE
SIDEWALK
R/W
Al
POINT OF
VDOT STD.
FINISHED GRADE
4" UD-4
VDOT STD.
VDOT STD.
CG-6 -
CG-2
C/L
1.5' 6,
PLANTING
STRIP 0.5'
1.5" SM-9.5P
1/411:1'
8" SUBBASE 3" BM-25
(21 A)
10'
TRAVELLANE
12' 2.5'
TRAVEL LANE
24' F/C - F/C
CONCRETE
SIDEWALK
RI
6, 1.5'
PLANTING
STRIP
JV
TYPICAL STREET SECTION
ODOM HAMMERHEAD (STA=10+00.00 - 11 +70.00) - PUBLIC ROAD
DESIGN SPEED LIMIT - 25 MPH
EXISTING
GRADE
450 435
0
15 430
440 425
435 420
430 415
425 410
420 405
415 400
410 395
405 390
400
VPI STA
= 10+85.00
VPI EL
= 419.30
LEN
= 50.00'
K =
12.50
1 1
�-jam
�lIElIT.I1-i
�s
.IGlT•
alrl/AWSOW
N•//�
-=�mmmIT
•
•
�_-_
-_
10+00 11+00
ODOM HAMMERHEAD PROFILE
HORIZ. SCALE: 1 "=50'
VERTICAL SCALE: 1 "=10'
MANDATORY INSPECTIONS AT THE FOLLOWING
435
430
425
420
415
410
405
400
395
390
PHASES ARE REQUIRED FOR ROADS THAT ARE
PROPOSED TO BE STATE MAINTAINED:
1. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED.
2. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED.
3. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED
BASE MATERIALS.
4. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE
COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED.
5. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT
DESIGN. PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND
MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE.
6. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL
INSPECTION.
7. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE
ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION.
8. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF
THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE
MAINTENANCE.
5'
3000 PSI CONCRETE
'4" VDOT 21A
STONE BASE COMPACTED
TYPICAL SIDEWALK SECTION
N.T.S.
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LIC. No.
031672 4�
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12 NOV 21
SCALE:
1" = 50'
JOB:
20.1674
SUB:
202100161
SHEET:
8 OF 15
Q\RGA\TMPRO@0 1674 Ounlc.a FamgENGINEERING\13WG\02_$M1ee[z\Phase I -Road Plan\8 ROAD PROFILES & IYPIGIL SECfIONSdwg
460
455
450
445
440
435
430
425
420
415
410
405
400
r
l V
RHO 1
/ a
42p -
I
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STREET
O
B2
SpR ,
GOLDSBERRY SIGHT DISTANCE 1 PLAN
H: 1" = 50'
GOLDSBERRY SIGHT DISTANCE 1 PROFILE
H:1"=50'; V:1"=10'
460
455
450
445
440
435
430
425
420
415
410
405
400
465
460
455
450
445
440
435
430
425
420
415
410
405
�v
-
�L _ 2 0
_
--
F
ve�kSTFF
I
0
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430
-
O
I
M.
O
y
SIGHT DISTANCE
EASEMENT REQ'D
/ f SDR = 230,
r
I
ODOM COURT SIGHT DISTANCE PLAN
H: 1" = 50'
_410
-------------
-------------
-------------
-------------
-------------
-----------
HEIGHT OF -0�
OBJECT
-1
■--
-��-��iiil'"=:'ice
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GRAD•
•GRADE
-_-_-_
-_-_
IWMHWHME
-EXISTINGGRADE
---------
-------------
-------------
-------------
-------------
ODOM COURT SIGHT DISTANCE PROFILE
H:1 "=50'; V:1 "=101
465
460
455
450
445
440
435
430
425
420
415
410
405
m
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U
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Uc. No.
031672 4�
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DATE:
12 NOV 21
SCALE:
H:1'=50': V: V=10'
JOB:
20.1674
SUB:
202100161
SHEET:
9 OF 15
Q GA\TMPR0@0IG74 Dunl. Fa.\El
g02_Shee[z\Phase l- Road Plan\9 SIGHT DISTANCE PROFILES d,
Flexible Pavement Design Evaluation Worksheet
Project: Dunlora Farm
Date: 22-Feb-22
Street ( or section): Folder StreetMliranda Crossing - Main Road
Testing Firm: (assumed for design purposes)
Testing Date(s):
Design ADT Soil Support
Average Daily Traffic, or VPD: 1318 ASSUMED) Measured CBR 1 4
Present Year: 2021 Results: 2
Design Year: 2021 3
Growth Rate (%): 4
Design ADT at Design Year: 1318 5
Percent Trucks: 2 Measured CBR Average: 4
Design Traffic Volume: 1350 Design CBR: 2.7
Resiliency Factor 1
Soil Support Value 2.7
Design Pavement Index: 16.4 Total Proposed Thickness Index: EJT2
OK
Material Equivalency Min. Max.
Thickness, h Value (a) nches Inches (a x t
Surface
Asphalt Concrete (SM-2A,B, orC) (Superpave SM-9.5A) 2.5 2.25 1.5 3 5.6
Prime & Double Seal or Blotted Seal Surface 0.84 * 0.0
Intermediate
Asphalt Concrete (IM-1Aor1B)(SuperpavelM-19.0A) 2.25 2 2 0.0
Basel
Asphalt Concrete (BM-2 or BM-3)(Superpave BM-25.0) 3 2.25 3 6.8
Full Depth Asphalt Concrete (BM-2 or BM-3) over Surface 1.60 6 0.0
Untreated Aggregate (21A or 21 B) 1.00 6 4 0.0
Cement Treated Aggregate 1.67 6 4 0.0
Cement Treated Select Material, Type 11, min. CBR=20 1.50 6 4 0.0
Select Material Type I & 11, non -plastic, min CBR = 30 0.84 6 4 0.0
Select Material Type 11, non -plastic, min CBR = 20 0.60 6 4 0.0
Soil Cement 1.00 6 4 0.0
Cement Treated Select Material, Type II 1.17 6 4 0.0
Cement Treated Select Borrow 1.00 6 4 0.0
Base 2
Untreated Aggregate (21Aor 21B) 8 0.60 4 8 4.8
Cement Treated Aggregate 1.33 4 8 0.0
Select Material Type I, non -plastic, min CBR = 30 0.50 4 8 0.0
Select Material Type I & 11, non -plastic, min CBR = 20 0.40 4 8 0.0
Soil Cement 1.00 6 8 0.0
Soil Lime 0.92 6 8 0.0
Cement Treated Select Material, Type II 1.17 6 8 0.0
Cement Treated Select Borrow 1.00 6 8 0.0
Project:
Date:
Street ( or section):
Testing Firm:
Testing Date(s):
Design ADT
Average Daily Traffic, or VPD
Present Year:
Design Year:
Growth Rate (%):
Design ADT at Design Year:
Total Proposed Thickness Index: 17.2
Flexible Pavement Design Evaluation Worksheet
Dunlora Farm
9-Dec-21
Goldsbemy Lane - Secondary Roads
191
2021
2021
Soil Support
Measured CBR
Results:
Percent Trucks: 2
Measured CBR Average:
4
Design Traffic Volume: 200
Design CBR:
2.7
Resiliency Factor
1
Soil Support Value
2.7
Design Pavement Index: 9.7
Total Proposed Thickness Index:
14.9
OK
Material
Equivalency
Min.
Max.
Thickness,
(h Value, (a)
Inches
Inches
(a x t
Surface
Asphalt Concrete (SM-2A,B, orC) (Superpave SM-9.5A)
1.5
2.25
1.5
3
3.4
Prime & Double Seal or Blotted Seal Surface
0.84
0.0
Intermediate
Asphalt Concrete (IM-1Aor1B)(SuperpavelM-19.0A)
1.67
2
2
0.0
Base 1
Asphalt Concrete (BM-2 or BM-3)(Superpave BM-25.0)
_
3
2.25
3
*
6.8
Full Depth Asphalt Concrete (BM-2 or BM-3) over Surface
1.60
6
0.0
Untreated Aggregate (21A or 21 B)
1.00
6
4
0.0
Cement Treated Aggregate
1.67
6
4
0.0
Cement Treated Select Material, Type 11, min. CBR=20
1.50
6
4
0.0
Select Material Type I & 11, non -plastic, min CBR = 30
0.84
6
4
0.0
Select Material Type 11, non -plastic, min CBR = 20
0.60
6
4
0.0
Soil Cement
1.00
6
4
0.0
Cement Treated Select Material, Type II
1.17
6
4
0.0
Cement Treated Select Borrow
1.00
6
4
0.0
Base 2
Untreated Aggregate (21A or 21 B)
8
i 0.60
4
8
4.8
Cement Treated Aggregate
1.33
4
8
0.0
Select Material Type I, non -plastic, min CBR = 30
0.50
4
8
0.0
Select Material Type I & 11, non -plastic, min CBR = 20
0.40
4
8
0.0
Soil Cement
1.00
6
8
0.0
Soil Lime
0.92
6
8
0.0
Cement Treated Select Material, Type 11
1.17
6
8
0.0
Cement Treated Select Borrow
1.00
6
8
0.0
Total Proposed Thickness Index: F 14.9
460
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450
445
440
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430
425
420
415
410
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400
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GOLDSBERRY SIGHT DISTANCE 2 PROFILE
H:1"=50'; V:1"=10'
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Christopher C. Mulligan
Lic. No.
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DATE:
12 NOV 21
SCALE:
H:1'=50,; V: 1'=10'
JOB:
20.1674
SUB:
202100161
SHEET:
10 OF 15
Q GA\TMPRO@0 i64 WN.aFa.\ENGINEERING\OWG\02_Shee[z\Phase I - Road PlanpO SIGW DIMANCE PROFILE$dwg
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445
440
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VERT. SCALE: 1 "=10'
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134
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TOP 434.52
INV IN 427.75 (137)
INV IN 427.75 (135)
INV OUT 427.65 (133)
STRM 148-SB1 PROFILE
HORIZ. SCALE: 1 "=50'
VERT. SCALE: 1 "=10'
PROPOSED
GRADE
138
STA 10+00.00
TOP 436.40
INV IN 429.53 (143)
INV IN 429.53 (139)
-EXISTING GRADE INV IN 429.53 (141)
INV OUT 429.43 (137)
136
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INV IN 429.53 (143)
INV IN 429.53 (139)
INV IN 429.
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445 4400
440 435
435 430
430 425
425 420
420 415
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410 405
405 400
400 395
445 455
440 450
435 445
8" DIP
WATERLINE
430 440
425 435
420 430
415 425
@ 0.64%
410 420
24' - 15" HDPE @ 0.75%
405 415
400 410
395 405
455 455
450 450
445 445
440 440
435 435
430 430
425 425
420 420
415 415
410 410
405 405
8"
WATERLINE
DIP
21' - 15" HDPE
10+00 10+00
STRM 136-134 PROFILE STRM 140-138 PROFILE
HORIZ. SCALE: 1 "=50' HORIZ. SCALE: 1 "=50'
VERT. SCALE: 1 "=10' VERT. SCALE: 1 "=10'
PROPOSED
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455
455
455
445
450
450
450
440
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445
445
445
435
440
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STRM 112-104 PROFILE
HORIZ. SCALE: 1 "=50'
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PROPOSED
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TOP 434.01
GRADE-
INV IN 421.46 (121)
INV
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440
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430
425
420
415
410
405
400
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Uc. No.
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031672 4
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DATE:
12 NOV 21
SCALE:
H:1"=50': V:1"=10'
JOB:
20.1674
SUB:
202100161
SHEET:
11 OF 15
Q GA\TMPRO@0 t64 0uni.aFa.\ENGINEERING\UWG\02_Shee[z\Phase I - Road Plan\ll STORM SMER PRMLES& CALCUTATIONSdwg
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455
450
445
440
435
430
425
420
415
410
405
400
395
390
385
380
375
370
365
360
355
350
345
340
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--------------
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SSWR 1-6 PROFILE
HORIZ. SCALE: 1 "=50'
VERT. SCALE: 1"=10'
470
Dunlora Ph
1
Version:
15-Mar-22
Lowest Floor
Sewer Lateral
Schedule
Lateral
Elevation
Upstream
Main Dist.
Tie Pant
Main
Care
that can
Excavated
465
Top
Depth to
Lowest
Cover Depth
Cover
Lateral
Mm. Tie
Actual Tie
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Depth
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.........
Invest
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size (in)
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Gravity
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MFF(S)
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1
441.50
10.00
431.50
1.50
430.00
22
429.54
420.30
4346%
6
422.19
5.36%
42.1
419.93
8
420.63
420.76
422.26
20.74
460
2
438.00
10.00
428.00
1.50
425.50
20
42609
417.66
44.63%
6
422.19
5.36%
91.27
417.29
8
417.99
418.07
419.57
19.S3
3
432.50
10.00
422.50
1.50
421.00
23
420.51
414.40
2827%
6
422.19
5.36%
151.99
414.04
8
414.73
414.89
416.39
17.61
4
428.50
10.00
418.50
1.50
417.00
14
416.71
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49.60%
5
409.20
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0
410.20
8
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410.49
411.99
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5
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413.50
24
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408.97
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5
409.20
1.22%
48.52
40861
8
409.30
409.48
410.98
15.52
455
6
422.50
10.00
412.50
1.50
411.00
22
410.55
408.15
1317%
5
409.20
1.22%
116.47
407.78
8
40848
408.60
410.10
13.90
7
421.00
10.00
411.00
1.50
409.50
18
409.12
407.37
11.71%
5
409.20
1.22%
180.25
407.01
8
407.70
407.75
409.25
13.25
8
421.00
10.00
411.00
1.50
409.50
57
408.31
401.38
14.22%
3
402.89
37.62%
4.97
401.02
8
401.71
402.57
404.07
18.43
9
433.50
10.00
423.50
1.50
422.00
56
420.85
405.01
30.51%
4
404.01
0.97%
0
40501
8
We
yes
406.16
407.66
27.34
10
432.50
10.00
422.50
1.50
421.00
63
419.68
405.01
2525%
4
404.01
0.97%
0
40501
8
We
yes
406.33
407.83
26.17
q50
11
423.50
10.00
413.50
1.50
412.00
111
409.69
405.01
6.28%
4
404.01
0.97%
0
40501
8
We
yes
407.32
408.82
16.18
12
421.00
10.00
411.00
1.50
409.50
71
40802
406.67
3.98%
5
409.20
1.22%
238.1
40631
8
407.00
408.15
409.65
12.85
13
421.00
10.00
411.00
1.50
409.50
67
40811
407.75
2.62%
5
409.20
1.22%
149.17
407.39
8
4OaO8
409.14
410.64
11.86
14
422.00
10.00
412.00
1.50
410.50
66
409.14
409.03
3.77%
5
409.20
1.22%
126.01
407.67
8
40836
409.39
410.89
12.61
445
15
425.00
10.00
415.00
1.50
413.50
62
41220
408.94
7.32%
5
409.20
1.22%
51.47
40857
8
409.27
410.23
411.73
14.77
16
433.50
10.00
423.50
1.50
422.00
63
42070
414.83
11.42%
6
422.19
5.36%
143.9
414.47
8
41516
416.14
417.64
17.38
17
437.50
0.00
437.50
1.50
436.00
67
434.62
418.01
27.04%
6
422.19
5.36%
84.63
417.65
8
41834
419.40
420.90
18.10
18
441.00
0.00
441.00
1.50
439.50
16
439.17
434.50
31.69%
19
433.50
0.50%
0
434.50
8
n'a
yes
434.83
436.33
6.17
440
19
446.00
10.00
436.00
1.50
434.50
18
434.13
435.49
-5.59%
Basement Not Served
20
435.50
1.47%
25.23
43513
8
43582
435.86
437.36
10.14
20
447.00
10.00
437.00
1.50
435.50
14
435.21
436.50
-7.07%
Basement Not Served
20
435.50
1.47%
0
436.50
8
Na
yes
436.79
438.29
10.21
21
448.00
10.00
438.00
1.50
436.50
21
43607
437.01
-246%
Basement Not Served
21
437.21
1.50%
37.44
436.65
8
437.34
437.45
438.95
10.55
435
22
449.50
10.00
439.50
1.50
438.00
23
437.53
438.21
-0.92%
Basement Not Served
21
437.21
1.50%
0
43821
8
we
yes
438.68
440.18
10.82
59
451.50
10.00
441.50
1.50
440.00
28
439.42
435.75
1512%
18
435.54
1.52%
10.16
43539
8
436.08
436.33
437.83
15.17
60
450.50
10.00
440.50
1.50
439.00
29
43841
435.31
1290%
18
435.54
1.52%
38.87
434.95
8
43564
435.91
437.41
14.59
61
449.50
10.00
439.50
1.50
438.00
29
437.39
434.50
11.91%
18
435.54
1.52%
92.44
434.13
8
434.83
435.11
436.61
14.39
430
62
448.00
10.00
438.00
1.50
436.50
26
43597
434.41
8.15%
17
433.41
1.93%
0
434.41
8
Na
Yea
434.94
436.44
13.06
63
447.00
10.00
437.00
1.50
435.50
30
434.88
433.79
776%
17
433.41
1.93%
30.38
43282
8
43352
433.81
435.31
13.19
64
445.50
10.00
435.50
1.50
434.00
26
43347
432.28
6.69%
17
433.41
1.93%
81.63
431.64
9
432.61
432.82
434.32
12.68
65
444.50
10.00
434.50
1.50
433.00
24
43251
431.19
7.62%
16
430.99
1.00%
16.43
430.83
8
431.52
431.68
433.18
12.82
425
66
443.00
10.00
433.00
1.50
431.50
30
430.88
430.76
2.48%
16
430.99
1.00%
59.51
430.40
8
431.09
431.38
432.88
11.62
67
442.00
10.00
432.00
1.50
430.50
31
429.86
430.45
0.16%
Basement Not Served
16
430.99
1.00%
90.41
43009
8
430.78
431.09
432.59
10.91
68
440.00
0.00
440.00
1.50
438.50
31
437.86
427.01
37.54%
16
430.99
1.00%
435.82
42664
8
427.34
427.64
429.14
12.36
69
440.00
0.00
440.00
1.50
438.50
29
437.89
428.96
3267%
15
429.10
221%
23.01
42859
8
429.29
429.56
431.06
10.44
420
70
440.00
0.00
440.00
1.50
438.50
36
437.75
427.76
29.63%
15
429.10
2.21%
77.03
427.40
8
42509
428.51
430.01
11.49
71
440.00
0.00
440.00
1.50
439.50
49
437.48
426.83
2376%
15
429.10
2.21%
119.65
42646
8
427.16
427.85
429.35
12.16
72
443.50
10.00
433.50
1.50
432.00
14
431.70
425.13
47.72%
9
424.77
0.00%
60.54
424.77
8
42546
425.43
425.93
18.07
73
444.50
10.00
434.50
1.50
433.00
25
43249
427.57
2216%
12
427.82
2.80%
22.03
427.20
8
427.90
428.08
429.58
16.42
415
74
437.50
0.00
437.50
1.50
435.00
15
435.69
425.49
70.19%
10
425.20
0.50%
14.2
42513
8
42562
425.80
427.30
11.70
75
436.00
0.00
436.00
1.50
434.50
23
434.03
428.72
25.54%
11
427.72
4.46%
0
428.72
8
Na
yes
429.19
430.69
6.81
76
435.50
0.00
435.50
1.50
434.00
27
43344
428.72
19.45%
11
427.72
4.46%
0
428.72
8
We
yes
429.28
430.78
6.22
77
434.50
0.00
434.50
1.50
433.00
43
43212
429.47
8.30%
13
428.47
0.50%
0
429.47
8
Na
yes
430.35
431.85
4.15
410
460
455
450
445
440
435
430
425
420
415
410
405
400
395
390
385
380
375
370
365
360
355
350
345
340
460
455
450
445
440
435
430
425
420
415
410
405
400
460
455
450
445
440
435
430
425
420
• 1 11 11 • 1
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SSWR 6-21 PROFILE
HORIZ. SCALE: 1 "=50'
VERT. SCALE: 1`10'
n
STA 13+96.13
TOP 436.67
INV IN 424.96 (12-9)
INV IN 424.96 (10-9)
INV OUT 424.77 9-8
( )
4u
45
45
44
44
6 7
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TOP 440.22 _ TOP 437.16
INV IN 433.11 19-6
( ) INV IN 423.27 (8-7)
INV IN 422.39 (7-6) _INV OUT 423.07 (7-6)
INV OUT 422.19 (6-5)
8
STA 12+50.16
TOP 438.87
INV IN 424.04 (9-8)
INV OUT 423.84 (8-7)
11
STA 14+95.73
TOP 434.40
INV OUT 427.72 (11-10)
1
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INV IN 425.40 (11-10)
INV IN 425.40 (14-10)
INV OUT 425.20 (10-9)
41
41
40
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40
SSWR 6-11 PROFILE
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SSWR 10-18 PROFILE
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470 465
465 460
460 455
455 450
450 445
445 440
440 435
435 430
430 425
425 420
420 415
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410 405
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DATE:
12 NOV 21
SCALE:
H:1"=50' V=1"=10'
JOB:
20.1674
SUB:
202100161
SHEET:
1
Q\RGA\TMPRO@016/6 nunlcra Fann\ENGINEERING\nWG\02_$M1ee[z\Phase l-Road Plan\12 $4NRARY PROFILE$ &IATERALTABIE.Avg
STORM SEWER DESIGN
STA: 11 +74.00
ROUDABUSH, GALE BASSOC ASSOCIATES, INC.
10 YEAR FREQUENCY
TOP: 418.70
BOTTOM: 416.79
TOP OF WALL
H: 1.91'
(3.5' HORIZ. OFFSET
STA: 11+45.43
FROM C/L PROP. DITCH)
440
440
435
435
430
430
425
425
420
420
415
415
410
410
405
405
400
400
395
395
390
390
10+00 11+00 12+00 13+00
14+00
15+00
NW DITCH PROFILE
HORIZ. SCALE: 1 "=50'
VERTICAL SCALE: 1 "=10'
ENGINEERS, SURVEYORS AND LAND PLANNERS
914 MONTICELLO ROAD - DHARL DTE$VILLE, VIRGINIA 11901
Phone: (434) 977-0105 -Fax: (434f196-5110 -EMAIL INFO�J20 UDABUSH.COM
NAME: DUNLORA FARMS Jobk:
DGN: CM Date: 7/112021
FROM
TO
DA
C
CA
Tc
RAINFALL
RIT4pi
INVERT
INVERT
LENGTH
SLOPE
DAM.
CAPACITY
VAOCITY
ROW TIME
REMARKS
INCR.
ACCIlA
POINT
POINT
(ACRB6)
MINUTES
IMHR
CPS
UPPER
LOWHt
FEET
%
INCHES
CPS
F.P.S.
MIN
158
156
0.58
0.69
0.40
0.40
5.00
6.67
2.67
406.35
406.20
25.33
0.60%
15
5.00
4.15
0.10
156
154
0.50
0.77
0.39
0.79
5.10
6.63
5.21
406.10
404.91
170.37
0.70%
15
5.40
5.05
0.56
154
152
0.29
0.74
0.21
1.00
5.B6
8.45
6.45
404.81
404.58
25.38
1.00%
15
8.48
5.26
0.08
152
150
0.31
0.74
0.23
1.23
5.74
8.43
7.90
404.46
403.78
112.00
0.60%
18
8.14
5.28
0.35
150
102
0.48
0.53
0.25
1.48
7.00
6.07
9.00
403.fi9
402.00
178.08
0.95%
18
10.23
fi.49
0.46
2.16
0.88
com posies
148
144
O.s7
O.W
0.29
0.29
8.00
5.81
1.66
431.32
430.82
84.67
0.59%
is
4.95
3.66
0.39
146
144
0.06
0.77
0.65
0.05
8.00
5.81
0.27
431.37
430.82
25.61
2.16%
15
9.49
3.34
0.13
144
138
0.74
0.60
0.44
0.78
8.39
5.72
4.43
430.72
429.53
123.51
0.98%
15
6.34
5.52
0.37
142
138
0.34
0.49
0.17
0.17
5.00
6.fi7
1.11
4�.66
429.53
85.62
1.32%
15
7.42
4.31
0.33
140
138
0.14
0.73
0.10
0.10
5.00
6.fi7
0.68
429.74
429.53
27.67
0.76%
15
5.fi2
3.W
0.15
138
134
0.2
0.71
0.14
1.19
8.78
5.83
8.68
429.43
427.75
149.41
1.12%
15
6.85
8.42
0.39
136
134
0.23
0.78
0.17
0.17
9.15
5.55
0.97
427.91
427.75
25.33
0.84%
15
5.18
3.22
0.13
134
124
0.23
0.7fi
0.17
1.54
9.28
5.52
8.48
427.fi5
423.31
50.5fi
8.58%
18
30.76
14.91
0.06
132
130
0.23
0.71
0.18
0.18
5.00
6.fi7
1.09
425.29
425.13
27.18
O.fiO%
15
5.00
3.25
0.14
130
128
0.32
0.74
0.24
0.40
5.14
6.fi2
2.65
424.93
424.29
106.96
0.59%
15
4.98
4.13
0.43
128
128
0.75
0.53
0.40
0.80
5.57
6.48
5.17
424.09
423.72
53.45
0.70%
15
5.40
5.04
0.18
126
124
0.04
0.73
0.03
0.83
5.75
6.43
5.31
423.52
423.31
25.33
0.83%
15
5.88
5.41
0.08
124
120
0.12
0.63
0.08
2.44
9.33
5.51
13.43
423.11
421.48
63.74
2.59%
24
36.37
10.83
0.10
122
120
0.32
0.49
0.18
0.18
5.00
6.67
1.05
425.34
421.48
27.09
14.31 %
15
24.42
9.74
0.05
120
118
0.11
0.�
0.07
2.88
9.43
5.49
14.E
421.36
420.09
122.71
1.04%
24
23.IXi
7.fi9
0.27
118
118
0.29
0.73
0.21
0:21
5.00
6.fi7
1.41
424.30
420.09
27.ifi
15.50%
15
25.42
10.96
0.04
116
114
0.03
0.68
0.02
2.89
9.70
5.43
is.71
419.99
419.10
52.E
1.70%
24
29.48
9.5fi
0.09
114
104
0.18
0.76
0.14
3.03
9.79
5.41
16.40
419.00
409.23
90.81
10.76%
24
74.16
18.93
0.08
a9D
o.62
Composite
112
110
0.42
0.73
0.31
0.31
s.00
6.fi7
2.04
434.20
434.03
25.70
O.fi5%
15
5.19
4.03
0.11
110
108A
0.47
0.73
0.34
0.65
5.11
6.83
4.31
433.83
428.30
84.78
6.52%
15
18.49
11.33
0.12
108A
108
0.10
0.71
0.07
0.72
5.23
6.59
4.75
428.10
421.91
103.20
6.00%
15
15.81
11.33
0.15
1n6
1as
o.z7
D.7s
D.za
D.9z
s.3e
ssa
s.oa
az1.71
an:4s
zs.3s
1s.7s%
1s
zs.43
n.aa
o.az
106
104
0.13
0.72
0.09
1.02
5.41
6.53
8.64
417.25
409.23
56.80
14.13%
15
24.27
16.91
0.06
1.39
0.73
composite
104
102
0.00
4.05
9.87
5.40
21.83
409.03
402.00
80.77
8.71 %
24
68.73
19.16
0.07
102
OUTFACE
0.00
5.53
9.94
5.38
29.7fi
394.95
394.45
27.9fi
1.81%
24
30.39
9.67
0.05
Manhole
ROUDABUSH, caLEaassocwres,INC . HYDRAULIC GRADELINE tOYEAR FREQUENCY
ENGINEERS, SURVEYORS AND LAND PLANNERS
910 MONTICELLO ROAD-CHARLOTE9V9.LE, VbiGIN411190T
Phone: (d34J 9TJ-0205 -Fax. (434)2985220- EMAIL INFO@tOUOABUSHCOM
NAME: OUNLORA FARMS Jobe:
DON: CM Date: 2111/2021
IKEf
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LOSS
INC.30%
[@.30%
HEAD
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102
396.05
24
29.76
28
0.0173
0.48
9fi7
0.36
21.83
191fi
418.28
1.99
0.61
3.48
5.83
6.32
402.38
413.3fi
104
403.60
24
21.83
81
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18.16
1.42
18.40
18.83
310.33
1.85
0.80
3.34
6.71
7.46
411.06
423.85
106
411.08
15
6.64
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6.04
17.44
105.29
1.85
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2.78
3.38
414.42
438.03
108
418.45
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25.38
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0.56
11.33
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4.31
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438.0]
110
428.90
15
4.31
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0.38
11.33
0.50
2.04
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8.24
0.09
0.83
0.18
0.]5
1.12
d90.42
4d1.03
112
435.03
15
2.04
25]0
0.0010
0.03
4.03
0.08
0.00
0.06
0.09
435.12
441.83
114
411.06
24
16.40
Bi
0.0053
0.48
18.93
1.39
15.71
9.58
150.24
0.50
0.38
0.50
2.d3
2.90
413.86
438.15
lie
420.70
24
15.71
53
0.0048
0.25
956
0.38
14.60
10.88
160.04
0.65
0.21
0.39
1.40
1.85
422.35
438.`A
118
422.95
15
1.41
27
0.0005
0.01
10.96
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0.00
0.47
0.48
422.83
438.49
120
422.95
24
14.60
123
0.0042
0.51
7.69
0.23
13.43
1083
145.38
0.81
0.28
0.53
1.38
1.81
424.28
434.01
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1.38
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3.27
427.52
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126
421.52
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5.31
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0.0068
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5.41
0.11
5.17
5.04
26.05
0.14
0.50
0.20
0.45
0.82
428.14
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128
428.14
15
5.17
53
0.0084
0.34
5.04
0.10
2.85
4.13
10.95
0.08
0.53
0.14
0.33
0.87
428.82
433.81
130
428.82
15
2.85
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0.0017
0.18
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1.08
3.25
3.54
0.06
0.83
0.10
0.23
0.41
428.23
432.71
132
429.23
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1.08
27
0.0003
0.01
3.25
0.00
0.00
0.00
0.05
428.27
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134
427.52
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8.46
51
0.0065
0.33
44.91
0.86
6.68
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0.53
0.36
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429.28
434.52
136
428.28
15
0.87
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0.04
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429.33
435.02
136
428.28
15
6.68
109
0.0107
1.60
6.42
0.16
4.43
5.52
24.47
0.17
0.00
0.00
0.33
1.92
431.20
436.40
140
031.20
15
0.68
28
0.0001
0.00
3.07
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0.00
0.00
0.04
431.24
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142
431.20
15
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124
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0.58
5.52
0.12
1.66
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0.67
0.14
0.33
0.91
432.12
431.9d
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432.12
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3.34
0.04
0.00
0.04
0.04
432.16
438.49
148
432.12
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1.88
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0.08
3.68
0.05
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0.05
0.11
432.22
435.50
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1.31
6.49
0.16
7.90
5.29
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0.15
0.70
0.30
0.62
1.93
405.13
411.00
152
405.13
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7.90
112
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0.63
5.29
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6.45
5.26
33.99
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0.91
406.03
424.14
150
006.03
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6.45
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5.26
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26.29
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H: 0.56' H:2.85'
STA: 13+72.55
TOP:414.70
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TOP: 415.00
TOP: 413.40
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INLET COMPUTATION - 4 INCHES PER HOUR PROJECT: DUNLORA FARMS
SECTION: Phase 1
DESIGNER: ccm
ROUDABUSH, GALE 6 ASSOCIATES, INC.
ENGINEERS, SURVEYORS AND LAND MANNERS
914 MONTICELLO ROAD -CHARLOTESVALE, V/RGIN/A 22902
Phone: (d34)911A105- Fax: (03Q1985TT0-EMAK INFO@ROUDABU3KCOM DUNLORA FARMS JobN:
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Christopher C. Mulligan
Lic. No.
'0 031672 4�
POFES 0 o N 5L2 Eool��
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DATE:
12 NOV 21
SCALE:
N/A
JOB:
20.1674
SUB:
202100161
SHEET:
130F 15
Q\RGA\TMPRO@0 1674 Ounlcra FamgENGINEERING\OWG\02_$nee[z\Phase I -Road Plan\13 STORM SEWER CALCUTATION$dwg
Q GA\TMPRO@0164 Wnl. FamgENGINEERING\DWG\02_Shee[z\Phase I - Road Plan\160RAINAGE AREA MAP.A,
LEGEND
SANITARY SEWER SCARLET OAK (QC)
EASEMENT
STORM SEWER
EASEMENT VILLAGE GREEN ZELKOVA (ZS)
❑ SHADEMASTER THORNLESS
HONEYLOCUST(GT)
BRANDYWINE RED MAPLE (AR)
REINFORCED RUBBEF
HOSE, ARBOR TAPE,
NYLON WEBBING
Sidewalk
DeepRoot Barrier
(UB 18-2 or UB 24 2) I --
DEEP R(
NE DEAD OR DAMAGED
VCHES. DO NOT PRUNE
TRAL LEADER.
IFORCED RUBBER HOSE,
OR TAPE, OR NYLON WEBBING
HARDWOOD STAKE
TOP OF ROOT BALL SLIGHTLY
GRADE.
BEDDED HARDWOOD
-CH (MIN. 4" DEPTH
NOT MULCH AGAIN T
INK OF TREE)
FH BERM AROUND BED
70VE STRINGS, WIRE, BURLAP
)M TOP 1/3 OF BALL
UNDISTURBED SOIL
Top of DeepRoot barrier
must be at least 1/2' (13mm)
above grade
[ICurb
1 T 1'
1,
Soil backfill
I I,y
DeepRoot Barrier
(UB 18-2 or UB 24-2)
Subgrade
IER DETAIL
GENERAL NOTES & MINIMUM STANDARDS
1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S
RECOMMENDED PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE
ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT AND THE
LANDSCAPE ARCHITECT.
2. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED
PRIOR TO BIDDING.
3. TREES SHALL BE 1.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL
WHEN PLANTED.
4. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST
PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF
OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF.
5. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN
ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH
EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY
THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF
LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY
OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE
VIRGINIA DEPARTMENT OF TRANSPORTATION.
6. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO
EXCAVATION. PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT
1-800-552-7001.
7. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL
FINAL PROJECT ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR
DISEASED, OR IS UNHEALTHY AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES
DUE TO CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE
CONTRACTOR'S EXPENSE.
8. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE
MAINTAINED IN A HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND
REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE
APPROVED PLAN.
9. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH,
AND BE MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS
PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO
SUPPORT THE OVERALL HEALTH OF THE PLANT.
10. STREET TREES PROVIDED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE
MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VIRGINIA
DEPARTMENT OF TRANSPORTATION.
4-GT
ar
01"0. 7-ZS
x\.
2-AR
NOTE:
DEEP ROOT BARRIER TO BE INSTALLED
WHERE UTILITIES ARE CLOSER THAN 10
FEET FROM STREET TREE PLANTINGS.
EXISTING BELVEDERE PHASE 5
LOT
73
1- \
LOT
LOT 74 \ LOT
77 72
7-QC
LOT
75
i
LOT
76
i
LOT
71 /
\ LOT
70
BLOCK \ \ / 3-AR
A
LOT
\\' LOT
68
16+
3-GT AK
KEY
QNTy
BOTANICAL NAME
COMMON NAME
SIZE
NOTE
10-YEAR TREE COVERAGE
AREA (SF) TOTAL (SF)
CANOPY TREE
GT
24
Gleditsia triacanthos inermis "Shademaster"
Shade master Thornless Honeylocust
1.5"
Cal.
B&B
424
10176
ZS
15
Zelkova serrata "Village Green"
Village Green Zelkova
1.5"
Cal.
B&B
452
6780
QC
19
Quercuscoccinea
Scarlet Oak
1.5"
Cal.
B&B
370
7030
AR
21
Acer rubrum "Brandywine"
Brandywine Red Maple
2.5"
Cal.
B&B
452
9492
Total
79
TOTAL
33478
LOT
BLOCK X \ 67
B \ \ \ LOT
66
LOT
65
o VARIABLE WIDTH STORMWATER
MANAGEMENT MAINTENANCE
j
AND ACCESS EASEMENT
t 1
t
/
5-GT
/
/
LOT
6
LOT LOT
00 %
7 g
�=
LOT I
5
LOT
c
�-
\1 i
4
c
0k00 4 ZS
LOT
3
14 - QC
\ LOT
\
T
14+ 0
15+00
/ 1 13+00
0
LOT \
Zx0
0
1
2-QC
/' x 6-GT
LOT LOT LOT LOT
15 14 13 1 12
zZ LOT I
\j 16
kA o0 \
p0 LOT
,SOX 17
LOT
\ 18 /
LOT
5-ZS ko \ 19
LOT LOT
64 20
t
BLOCK 1 o I -
C 1 LOT y o -
63
LOT
1 4 - GT 21
LOT
62 -
1
F 4-ZS
I
LOT o
0 4-AR
o I 61 r LOT
22
BLOCK
D I I LOT
LOT
59
11MEM
"STREET TREE REQUIREMENTS
PROPOSED WITH THIS PLAN, PHASE 1
® 1 TREE / 50 LINEAR FEET FRONTAGE
FOWLER STREET (SECTION OF ROAD PROPOSED WITH DUNLORA PHASE 1)
• 532 LINEAR FEET OF FRONTAGE / 50 = 10.6 * 2 =
21.3 TREES
REQUIRED
• 140 LINEAR FEET OF FRONTAGE / 50 = 2.8 * 1 =
2.8 TREES
REQUIRED
25.0 TREES
REQUIRED
25.0 TREES
PROVIDED
* MIRANDA CROSSING (SECTION OF ROAD PROPOSED WITH DUNLORA PHASE 1)
• 549 LINEAR FEET OF FRONTAGE / 50 = 11 * 2 =
22.0 TREES
REQUIRED
• 257 LINEAR FEET OF FRONTAGE / 50 = 5.1 * 1 =
5.1 TREES
REQUIRED
28.0 TREES
REQUIRED
27.0 TREES
PROVIDED
GOLDSBERRY LANE
• 153 LINEAR FEET OF FRONTAGE / 50 = 3.1 * 2 =
6.2 TREES
REQUIRED
7.0 TREES
REQUIRED
7.0 TREES
PROVIDED
ODOM COURT & ODOM HAMMERHEAD
• 407 LINEAR FEET OF FRONTAGE / 50 = 8.1 * 2 =
16.2 TREES
REQUIRED
• 134 LINEAR FEET OF FRONTAGE / 50 = 2.7 * 1 =
2.7 TREES
REQUIRED
19.0 TREES
REQUIRED
20.0 TREES
PROVIDED
*DUE TO LIMITED SPACE, (1) TREE REQUIRED ON
MIRANDA
CROSSING HAS BEEN MOVED TO ODOM COURT.
VDOT NOTES:
1. STREET TREES PROVIDED WITHIN THE PUBLIC
RIGHT-OF-WAY SHALL BE MAINTAINED IN ACCORDANCE
WITH THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT
OF TRANSPORTATION.
2. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT
DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA
BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO
PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. THE
HOA WILL BE RESPONSIBLE FOR THE MAINTENANCE OF SIGHT
LINES.
50 0 50 100 150
SCALE: 1 "=50'
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Christopher C. Mulligan
Uc. No.
'0 031672 4�
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DATE:
12 NOV 21
SCALE:
1" = 50'
JOB:
20.1674
SUB:
202100161
SHEET:
150F 15
Q GA\TMPRO@0i64Du I.Farm\ENGINEERING\DWG\02_Shee[z\Phal I -Road Plan\15l DSCAPEPIANdw,