HomeMy WebLinkAboutSUB202200140 Plan - Submittal (First) Road Plan and Comps. 2022-08-22STOCKTON CREEK SUBDIVISION
GENERAL NOTES
OWNER:
STOCKTON CREEK LLC
455 SECOND STREET 57H FLOOR
CHARLOTTESVILLE, VA 22902
DEVELOPER.
RIVERBEND DEVELOPMENT, INC.
455 SECOND STREET SE SUITE 200
CHARLOTTESVILLE, VA 22902
ATTN. ALAN TAYLOR
ENGINEER:
COLLINS ENGINEERING
200 GARRETT ST SUITE K
CHARLOTTESOLLE, VA 22902
(434)293-3719
TAX MAP NO.:
1. 06900-00-00-019BO (DB.5504,
PG.614) -
3.64 ACRES
2. 06900-00-00-019CO (DB.5504,
PG.614)
- 7.70 ACRES
J. 06900-00-00-019EO (DB.5504,
PG.614)
- 4.62 ACRES
4. 06900-00-00-019FO (DB.5504,
PG.614)
- 4.63 ACRES
5. 06900-00-00-019HO (DB.5504,
PG.614)
- 11.03 ACRES
6. 06900-00-00-019JO (DB.5504,
PG.614) -
8.92 ACRES
7. 06900-00-00-050BO (DB.5504,
PG.614)
- 8.73 ACRES
TOTAL AREA:
49.27 AC.
ZONING:
RA - RURAL AREA - WITH HAZARD
OVERLAY DISTRICT, ENTRANCE CORRIDOR OVERLAY DISTRICT, &
CRITICAL SLOPES OVERLAY DISTRICT
DEVELOPMENT RIGHTS TMP 69-19C, IMP 69-19E, IMP 69-19F, & TMP 69-50B ALL HAVE (2) DEVELOPMENT RIGHTS AND MAY BE
FURTHER SUBDIVIDED. TMP 69-19H AND TMP 69-19J BOTH HAVE (4) DEVELOPMENT RIGHTS AND MAY BE
FURTHER SUBDIVIDED. TMP 69-19B HAS (2) DEVELOPMENT RIGHTS BUT MAY NOT BE FURTHER SUBDIVIDED N THE
CURRENT CONFIGURATION.
PROPOSED USE:
15 SINGLE FAMILY DETACHED (RURAL RESIDENTIAL) LOTS
OPEN SPACE:
NONE (NOT APPLICABLE)
RECREAT70N AREA:
NONE (NOT APPLICABLE)
CRITICAL SLOPES:
CRITICAL SLOPES ARE LOCATED ON THE PROPERTY AND SHOWN ON THE EXISTING CONDITIONS PLAN SHEET (SHEET
2). NO CRITICAL SLOPES WILL BE IMPACTED WITH THE PROPOSED ROAD DEVELOPMENT AND SUBDIVISION OF THE
PROPERTY.
BUILDING HEIGHTS:
MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET
SETBACKS
FRONT: MIN. 75' (ALONG EXISTING PUBLIC R/W) AND 25' (ALONG INTERNAL PRIVATE & PUBLIC STREETS)
NO MAXIMUM SETBACK
SIDE: MINIMUM - 25' AND NO MAXIMUM
REAR: 35' MINIMUM AND NO MAXIMUM
SUBDIVISION STREETS:
ROADSIDE DITCH
WATERSHED:
STOCKTON CREEK WATER SUPPLY WATERSHED
AGRICULTURAL/ FORESTAL DISTRICT: NONE
TOPO & SURVEY:
TOPOGRAPHY PROVIDED BY ROGER RAY & ASSOCIATES, JANUARY 2022. HE BOUNDARY LINE INFORMATION IS
PROVIDED BY ROGER RAY & ASSOCIATES, AUGUST 2021. INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING IN
DECEMBER OF 2021.
DATUM:
NAD 83
EXISTING VEGETATION:
EXISTING FARM LAND WITH CORN CROPS AND PASTURES FOR COWS. TREE VEGETAT70N OVER A PORTION OF THE
PROPERTY, MAINLY ALONG THE STREAM CORRIDORS. (1) EXISTING FARM HOUSE WITH BARNS.
LIGHTING:
NO LIGHTING IS PROPOSED
PARKING:
REQUIRED PARKING:
2 OFFSITE PARKING SPACES PER LOT WITHIN THE DRIVEWAY OF THE RESIDENTIAL LOTS
PARKING PROVIDED:
2 OFFSITE PARKING SPACES PER LOT WITHIN THE DRIVEWAY OF THE RESIDENTIAL LOTS
NOTE: NO FORMAL ON -STREET PARKING IS PROPOSED ALONG THE PROPOSED STREETS AND CUL-DE-SACS.
PHASING:
THESE PROPERTIES SHALL BE DEVELOPED WITHIN (1) PHASE
BURIAL SITES.
NO CEMETERIES WERE FOUND DURING A FIELD INVESTIGATION OF THE SITE.
STREAM BUFFERS:
THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER
PROTECT70N ORDINANCE. SEE SHEET 2 FOR THE LOCATION OF THE STREAM BUFFERS.
RETAINING WALLS:
NO RETAINING WALLS ARE PRPOPOSED.
LANDSCAPING:
EXISTING TREES TO BE MAINTAINED ON THE PROPERTY IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING
REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE AND IN ACCORDANCE WITH CHAPTER 14.
BUILDING SITES:
EACH PARCEL CONTAINS A BUILDING SITE THAT COMPLIES WITH SECT70N 4.2.1. OF THE ALBEMARLE COUNTY ZONING
ORDINANCE.
STREAM BUFFERS/FLOODPLAIN. THERE IS A 100-YEAR FLOODPLAIN ON THE PROPERTY, PER FEMA MAPS 51003CO225D, FEBRUARY 4,
2005. STREAM BUFFER EXISTS, AS SHOWN ON SHEET 2.
OFFSITE DISTURBANCE. •
NO OFFSITE DISTURBANCE IS PROPOSED WITH THIS PLAN
rdU3/aX
ROAD PLAN
SUB202200
WHITEHALL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SH LAYOUT
C : 1" = 160'
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2.74 ACRES \ \
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49 ACRES
LOT3A
2.07 ACRES
LOT 21
3.10 ACRES / LOT 20
3.46 ACRES
II
LOT3B
2.49 ACRES
1)
THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT.
2)
ONLY (1) DWELLING PER LOT SHALL BE PERMITTED.
3)
EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER WITH PRIVATE TRASH SERVICE FOR PICKUP.
IMPERVIOUS AREAS (WITHIN L00):
4)
THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE.
PROPOSED
ROADWAY
50,089
SF
5)
RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT WALLS EXCEEDING 4' IN HEIGHT REQUIRE A
PROPOSED
DRIVEWAYS
42,996
SF
STAMPED ENGINEERED DESIGN. WALLS CROSSING LOT LINES REQUIRE AN EASEMENT
PROPOSED
RESIDENCES
31,200
SF
6)
ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION
PROPOSED
SIDEWALKS
0
SF
PERFORMED BY THE BUILDING DEPARTMENT
TOTAL
124,285
SF
CONSTRUCTION FIRE PREVENTION NOTES:
i. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE AREAS SHALL
BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE.
2. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA STATEWIDE
FIRE PREVENTION CODE.
3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION AND
DEMOLITION SITES, PROVIDE ACCESS TO WITHIN ioo FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS, AND HAVE NO
OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 1.3FT 6INCHES; THIS ACCESS MAY BE VIA PERMANENT OR TEMPORARY
ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER CONDITIONS.
4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER THE VIRGINIA
STATEWIDE FIRE CODE.
S. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE
ON SITE.
6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH
THE VIRGINIA STATEWIDE FIRE CODE.
7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR LEVELS
WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED AND IN ARES OF SPECIAL; HAZARD, SUCH
AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE.
8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND SHALL
REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE.
OVERALL ACREAGES
TOTAL ACRES OF LOTS: 46.76 AC (94.99)
TOTAL ACRES OF OPEN SPACE: 0.00 AC (30.3%)5.19 TOTAL ACRES OF ROW: 2.51 AC
( )
TRIP GENERATION CALCULATIONS
SCALE: 1 "=100'
TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL
(10TH EDITION)
15 SINGLE FAMILY DETACHED UNITS (CODE 210)
TOTAL ADT: 142 VPD (71 ENTER/ 71 EXIT)
TOTAL AM PEAK: 12 VPH (3 ENTER/ 9 EXIT)
TOTAL PM PEAK: 15 VPH (10 ENTER/ 5 EXIT)
211)
/ \ \ LOT 15 / / d•�"
\ \ \ \ 2.39 ACRES co
\ LOT 16
2.25 ACRES
\ /
LOT 17
6.19 ACRES
LOT 18
I \ 2.05 ACRES / yl
LOT 19 / `I•
I 3.44 ACRES
BUILDING CODE NOTES:
1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS
EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE
INSPECTIONS AS OUTLINED IN THE USBC.
2. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN
ACCORDANCE WITH ICC ANSI Al17.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE.
3. 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 FIXTURE 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.
4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER
SIDEWALKS.
5. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY
PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE
REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOU FOR THEIR
ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3850 x131.
6. ALL WATER, SEWER, AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA
PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE
ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND
WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN
CONNECTION.
7. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE
UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND
TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS,
WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(S)IBUILDING(S).
8. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY
ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED.
9. DUE TO REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA,
UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. THE BUILDER/DEVELOPER SHALL PLAN
ACCORDINGLY.
SUBJECT
SITE
Brookville Manor
B%rohksville Manor
Blue
250
� - Greenway
r
9
VICINITY MAP
SCALE: 1" = 2000'
ROADS LEGEND
a
EXIS77NG CULVERT
0
CULVERT
ED Q
DROP INLET & STRUCTURE NO.
CURB
a
CURB & GUTTER
PROPOSED PAVEMENT
EC-3A DITCH
DEPTH OF EC-3A DITCH
EC-2 DITCH
DEPTH OF EC-2 DITCH
,,,_„•
EARTH DITCH
DRIVEWAY CULVERT
BENCH MARK
CLEARING LIMITS
T
200
EXIS77NG CONTOUR
20o
PROPOSED CONTOUR
240.55
VDOT STANDARD STOP SIGN
PROPOSED SPOT ELEVA 77ON
VSMP PLAN SHEET LIST
Sheet Number
Sheet Title
1
COVER SHEET
2
EXISTING CONDITIONS & DEMOLITION PLAN
3
OVERALL LAYOUT PLAN
4
SITE PLAN
5
SITE PLAN
6
OVERALL GRADING AND DRAINAGE PLAN
7
GRADING AND DRAINAGE PLAN
8
GRADING AND DRAINAGE PLAN
9
NOTES AND DETAILS
10
DRAINAGE MAP AND CALCULATIONS
11
DRAINAGE CALCULATIONS
12
ROAD PROFILES
13
ROAD AND DRAINAGE PROFILES
14
DRAINAGE PROFILES
15
SIGHT DISTANCE PROFILES
16
SIGHT DISTANCE PROFILES
17
LANDSCAPING PLAN
18
MAINTENANCE OF TRAFFIC PLAN
18
TOTAL SHEETS
NOTE:
1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR
TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES.
2. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR
DISCREPANCIES.
3. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-611.
4. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS.
5. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING ADJACENT PROPERTIES SHALL CONTINUE TO
SERVICE THE ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE PROJECT TO THE FULLEST EXTENT
POSSIBLE.
6. SEE SHEET 2 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS.
7. CURB RADII SHOWN, REPRESENTED WITH AN'R', DIMENSION THE FACE OF CURB.
8. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALL MECHANICAL EQUIPMENT SHALL BE
SCREENED FROM THE ENTRANCE CORRIDOR.
9. ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT
REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS SYSTEM.
10. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A
DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS
AND PERMITS FOR DEMOLITION PROJECTS.
11. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES, AS
IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. THE ONSITE SANITARY SEWER IS A PRIVATE
UTILITY AND NO EASEMENTS ARE REQUIRED.
VDOT NOTES:
1. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR
DAMAGE.
2. A MOT PLAN SHALL BE PROVIDED PRIOR TO THE START OF CONSTRUCTION FOR ANY WORK ON EXISTING ROADWAYS THAT HAVE BEEN ACCEPTED
BY VDOT. PLEASE SEE SHEET 18 FOR THE MOT PLAN.
3. IF A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED, THEN IT SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON,
CERTIFICATION CARD AND VERIFICATION NUMBER IS REQUIRED ON THE TMP SUBMITTAL.
SCOTT /R. Cr,'I'LLINS'Z
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LOT AREA TABULATION
LOTNUMBER
LOTAREA(SF)
BUILDABLE AREA (SF)
9
117,503
58,947
10
96,544
67,117
11
119,551
86,986
12
104,558
70,969
13
195,729
125,764
14
169,680
106,236
15
104,292
70,343
16
97,855
66,541
17
269,655
176,431
18
89,187
43,539
19
150,020
94,333
20
150,772
94,910
21
134,985
84,677
22
108,455
74,059
23
82,764
44,231
T.M.69-6M
REVISED LOT 7
E.C.ACKERMAN TRUST
D.B.4733-23
D.B.4733-20 & 21 PLAT
D. B.4456-444
D.B.3530-234 PLAT
/
T.M.69-6G
LOT 1
FRANK DONLEY &
CARLA DONLEY
D.B.3380-82, /
85 & 86 PLAT
T.M.69-61- \\ T.M.69-6C `
LOT 6 GIBSON, EVERETT E JR \
STUART TAYLOR SMACK \ FIELDS
D.B.5246-521 — — — — _ 1.07 ACRES
D.B.3415-704,707 PLAT —
/ ° r =�
5
\ \ T.M.69-51B
/ iooYR FEMA MCCLANAHAN, DENISE
FIELDS
PROPOSED VDOT \ FLOODPLAIN LL \ y0 \ 2.80 ACRES
RIGHT-OF-WAY DEDICATION
\ T.M.69-19G \
REVISED LOT 6 ° `
\ STOCKTON CREEK LLC
/ 2.63 ACRES \ / \ ° y \ * \ D.B.5504, PG.614 * \ \
h
LOT 13 °
4.49 ACRES
LOT 12
LOT 9 \ /��P� 2.40 ACRES \sFreq \ / o-
/ 2.70 ACRES
/\ \
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/ LOT 10 4.92' LL
/ 2.22 ACRES \
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SIGHT DISTAICE= 610'
VERIFIED IN THE FIELD
LOT 14
r I \ iZ, \c o \ \ 3.90 ACRES 5.5
3
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6.19 ACRES ° /
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G O O D LO E I _ 50 0 25 50 100 200
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GENERAL CONSTRUCTION NOTES FOR STREETS
ALBEMARLE COUNTY
1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY
GENERAL CONSTRUCTION NOTES
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 TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES
1. PRIOR TO ANY CONSTRUCTION 1MTHlN ANY EXISTING PUBLIC RIGHT -OF- WAY INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT
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
SHALL BE OBTAINED FROM THE WGINIA DEPARTMENT OF 7RANSPORTA77ON (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT
DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL.
THE RE UIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN
N. 0 Q
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
2 ALL MATERIALS AND CONSTRUC77ON METHODS SHALL CONFORM TO CURRENT SPECIRCA77ONS AND STANDARDS OF OOT UNLESS OTHERWISE
N T T A BOUNDARY I A WATERCOURSE.
EASEMENTS ARE 0 BE EXTENDED 0 BOUND R LINE OR A NATURAL ATE COURSE.
NO7ED,
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL
3. EROSION AND SILTA77ON CON7ROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CON7ROL PLAN AND SHALL
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
BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONS77?UC770N.
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.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG 9 A B OR C).
(
5. THE MAXIMUM ALLOWABLE SLOPE IS 2.1 HORIZONTAL: VER77CAL . WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 3.• 1 OR BETTER ARE
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1.
TO BE ACHIEIED.
7. COMPLIANCE WITHTHE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO.
6. PARED, RIP -RAP OR STABILIZA77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN 7HE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT
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,
IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
7, ALL 77?AFFIC CON77?OL SIGNS SHALL CONFORM WTH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
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
B. UNLESS 07HERWSE 1107E0 ALL CONCRE7E PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS N.
PROPERTY NUMBERING ORDINANCE AND MANUAL.
9• ALL EXCA VA77ON FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR 7HE CONS7RUC770N INDUSTRY 29 CFR
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
PART 1926).
DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS.
11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH 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.
NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE
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
PROPOSED TO BE STATE MAINTAINED:
CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT.
I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED.
ROAD NOTES
ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED.
GRADING:
1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE
III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE
MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT.
MATERIALS.
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE
MATERIAL TO THE SATISFACTION OF THE ENGINEER.
iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED
3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD
AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED.
INTERSECTIONS SHALL BE REMOVED.
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE.
v. 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
DRAINAGE:
THE PLACEMENT OFA PAVING COURSE AS SOON AS POSSIBLE.
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT.
2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE.
vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL
3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE
INSPECTION.
WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS.
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER
PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION.
COURSE.
viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS
PAVEMENT:
AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE.
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER
WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION.
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED.
3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, II, OR III PRIOR TO PLACING AGGREGATE BASE.
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE
AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY.
2 " SM-9.5A
SURFACE COURSE
1" BINDER
INTERMEDIATE COURSE
a
�00 oo°
8" COMPACTED AGGREGATE
BASE COURSE, VDOT #21A
00Go
o°�pe oocg° o . A o�pe o
OR ITRAFFIC LIMITS ING ON\\%j
ULTIMATE
AND UNDERDRAINS
D /
COMPACTED
SUBGRADE
ASPHALT PAVING - STOCKTON CREEK
NO SCALE
LANE
1 j " SM-9.5A
SURFACE COURSE
1" BINDER
INTERMEDIATE COURSE
0 ao ado Moog o
6" COMPACTED AGGREGATE
BASE COURSE, VDOT #21Ae
008
oo e o�pe oo e off°.OR owe o
B DEPENDING ON
ULTIMAITE TRAFFIC LIMITS
\D
AND UNDERDRAINS
COMPACTED
SUBGRADE
ASPHALT
PAVING
- STOCKTON
CREEK
NO SCALE
2" ASPHALT
COURT
6" COMPACTED AGGREGATE
eo�b �oo o�
BASE COURSE, VDOT # 21A
o°o° oo°�pe -
8° oo o 0
OR21B DEPENDING ON
¶MATE TRAFFIC LIMITS
AND UNDERDRAINS
D O
SUOBGRADED
ASPHALT
PAVING - DRIVEWAYS
NO SCALE
PROPOSED 1" SM-9.5--_____�
OVERLAY
EXISTING
PAVEMENT
EX. STONESUBBASE
COMPACTED
SUBGRADE
ASPHALT
PAVING - MILL/OVERLAY
NO SCALE
PROP. GROUND
PROP.. GROUND
SEE PLAN SHEETS
FOR LINING DESIGN
ACRES
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6gtaREEk(( (:../
624
S20' RES
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TRIP GENERATION
SCALE: 1" = 200'
TRIP GENERATION CALCULATIONS
ITE TRIP GENERATION:
TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE
TRIP GENERATION MANUAL, ioTH EDITION. CODE 220 WAS USED FOR THE
DEVELOPMENT
PROPOSED
iS SINGLE FAMILY DETACHED DWELLING UNITS
ADT RATE -
9.44 VPD PER DU = 142ADT (71 ENTER/ 71 EXIT)
AM PEAK RATE -
0.74 VPD PER DU =12 VPD (3 ENTER/ 9 EXIT)
PM PEAK RATE -
o.99 VPD PER DU =15 VPD (io ENTER/ 5 EXIT)
Table 4: Pavement Design (VDOT Pavement Design Guide)
Pavement Design
RF= 1.0
Location
ADT
HCV
Design
ADT
CBR
SSV
Dr
Surface h a
Base b a
Sub -base h a
Dp
Stockton Creek Lane
1142
15
192
5
5
8.68
SM-9.5
2
2.25
BM-25
10
12.15
121A
8
10.6
9.30
Stockton Creek Court
129
15
179
5
5
5.59
SM-9.5
11.5
12.25
BM-25
10
12.15
121A
16
10.6
6.98
TYPICAL ROAD SECTIONS
NOTES: N TS
1. SEE PAVEMENT DESIGN CHART ON THIS SHEET FOR ROADWAY DEPTH REQUIREMENTS.
2. STREET WIDTHS SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY AND FIRE AND
RESCUE STANDARDS & WILL PROVIDE ADEQUATE WIDTHS.
2" SM-9.5 ASPHALT
2% TOPCOAT 2%
2% II,III III
--8" COMPACTED '1" BINDER
AGGREGATE BASE INTERMEDIATE COURSE
TRAVELWAY COURSE TRAVELWAY
50' WDE PUBLIC ROAD R/W
STOCKTON CREEA- LANE - 50 ' WIDE PUBLIC ROAD
NOTE: FINAL ROAD PLAN MUST SHOW CONFORMANCE
WITH THE VDOT ROAD DESIGN MANUAL APPENDICES B(i)
AND F, AS WELL AS ANY OTHER APPLICABLE STANDARDS,
REGULATIONS OR OTHER REQUIREMENTS.
IJ:UL'<H'Z/39f1t
PROP.. GROUND
DRAINAGE
DITCH
SEE PLAN SHEETS
FOR LINING DESIGN
2%
GRASS
25 MPH DESIGN SPEED, NO PARKING ALLOWED
6!S-4 RURAL LOCAL ROAD DESIGN
NOT TO SCALE
2%
TRAVELWAY
ASPHALT TOPCOAT 2%
6" COMPACTED I" BINDER
AGGREGATE BASE INTERMEDIATE COURSE
COURSE TRAVELWAY
50' WDE PUBLIC ROAD R/W
STOCKTON CREEK COURT - 50 ' WIDE PUBLIC ROAD
25 MPH DESIGN SPEED, NO PARKING ALLOWED
6!S-4 RURAL LOCAL ROAD DESIGN
NOT TO SCALE
2%
PROP. GROUND
2%
SEE PLAN SHEETS
FOR LINING DESIGN
GROUND
PROP. GROUND
DRAINAGE PROP.. GROUND
DITCH
- - 3'
SEE PLAN SHEETS
FOR LINING DESIGN
II
SCOTT /R. CITLLINSZ
Lic. No. 03579111:-
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AS NOTED
SHEET NO.
9
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Structure
Area
(Acres)
CW
tc
(Min.)
1
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6.0
2
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6.0
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6.0
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4
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6.0
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0.65
6.0
7
5.57
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0.55
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9
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0.45
12.0
10
4.04
0.40
12.0
11
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0.90
6.0
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0.90
6.0
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0.00
0.90
6.0
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0.90
6.0
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0.90
6.0
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0.90
6.0
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0.40
6.0
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6.0
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5.0
T.M.69-6L
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T.M.69-6C
STUART TAYLOR SMACK
\
GIBSON, EVERETT E 1R
D.B.5246-521
vA'�
FIELDS
D.B.3415-704,707 PLAT
\ 1.07 ACRES
-
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T.M.69-19G -
/ -- REVISED LOT 6 W i- o \ ,\ \ U4 SCR T MCC
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/ \ .♦ .• o \
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5.05ACRES
�LL
NOTE: ALL HOUSES SHALL HAVE SPLASH BLOCKS AT THE OUTLETS OF - - - - •_ - - - ♦ • 9�E
THEIR DOWNSPOUTS TO PREVENT EROSION, SEDIMENTATION OR LOT 12
\ \ -
FLOODING OF DOWN GRADIENT PROPERTIES. PLEASE SEE SHEET uFOR / J LOT 9 \ \ \ \ ` •'�•♦ 2.41 ACRES 9zz
♦
--
Driveway
Culvert
Area
(Acres)
CW
t�
(Min.)
CIO
0.05
0.65
6.0
C 11
2.20
0.40
7.0
C12
0.98
0.40
11.0
C13
0.12
0.30
6.0
C14
0.01
0.30
6.0
C15
0.13
0.50
6.0
C16
0.33
0.55
6.0
C19
0.17
0.60
6.0
C20
0.52
0.50
8.0
C21
1.14
0.40
8.0
C22
0.81
0.40
8.0
Project
Sbdcbn Creek Plan Sheet No. Designer LW Sheet 1 of 1
Culvert Rev. Date Dale 8115/22
STATION:
HYDROLOGICAL DATA: AHW Controls
100 yr. Flood plain elev.
Design AHWdeplh elev.
Srucbres elev. ireq. - TWelev.
Culvert#1: DA=35.91 ac., CN=59, Tc=24.2 min., 2-year Q=11.50 cfs, 10-year
Q=44.09 cfs, 100-year Q=115.56 cfs Shoulder =
elev. 1354.6 _
CL elev. 1355.22
DISCHARGES USED RISK ASSESSMENT
ADT Skew ° Cover
Q 2 = 11.5 CFS Detours Available Length
Q 10 = 44.09 CFS Overtopping Stage
Q 100 = 115.56 CFS Flood Plain Management Inv. El. 873.92 So= 1.88go Inv. El. 869.31
Q CFS Criteria and Significant Impact Orig. Gr. Elev. L= 245.75 Orig. Gr. Elev.
Q = CFS
HEADWATER COMPUTATIONS CONT. OUTLET
CULVERT TYPE 8 SIZE Q O/B INLET CONT.OUTLET CONTROL HW VELOCITY Try. COMMENTS
HWID HW Ke do (dc+D)/2 ho H LSo _H _W ELEV. C.M. SmDolh
Proposed 36" RCP Culvert(2 yr) 11.5 11.5 0.49 1.5 0.5 1.1 2.04 0.71 0.5 4.6 -3.40 1.5 5.05 EW-1 VDOTSTD. EW-1 Class II Outlet Pmtecton
Proposed 36" RCP Culvert(10 yr) 44.1 44.1 1.18 3.5 0.5 2.2 2.58 3.64 0.5 4.6 -0.47 3.5 8.08
Proposed 36" RCP Culvert(100 yr) 115.6 115.6 418 121 0.5 3.0 3.00 16.06 0.5 4.6 11.95 12.9 16.35
Design Flood Exceed. Prob. _ Elev.
Overtop Flood Exceed. Prob. Elev.
SUMMARY 8 RECOMMENDATIONS'. Base Flood 1 % Exceed. Prob. Elev.
SCOTT /R. CT,�LLINS'Z
Lic. No. 035791,'
ao 8/17/2240
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Lic. No. 035791,'
ao 8/17/2240
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A DETAIL OF THE SPLASH BLOCK, OR EQUIVALENT. _ _ _ �• a 920 i -
' '2.98. ACRES,., \\ \ - - �� - - i8 �_ J tl -�' 4\ \ -- - WATERSHED SUMMARY FOR PROPOSED 36" RCP CULVERT �
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Area, 2-year Flow, 10-year Flow, 100-year Flow,
920 / CATION STREAM
V V' - v v v ♦914 y z
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`\ , i \ �\-\ \ - \ l . , / u_ \ / DA to Culvert Crossing Stockton
\ \ \ \ \ \ \ \ \\ \\ /r _ i \ \ \ \\\ \ __ \ \\ \ 91z\� - / y', Z.. / Creek Lane 59 35.91 11.50 44.09 115.56
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SUBJECT - I� _ -- / \ . \ . 00 /
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TYP.
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/RIP-KAP -LO�Z� � �
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FOUND T.M.69-19
REVISED LOT �� �� \ 11 A
STOCKTON CREEK LLC / _ o=i� / A 81ti V \ v V A
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v `/ 4.56 ACRES / / / 1 A V A
\ D.B.5504, PG.614 / -= - // / J ��/ r \ \ \ \ LOT 18
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MONUMENT _ �'_/ /// / / _/ r / / - - - - - v, A \ \
FOUND
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TYPE
LENGTH
WIDTH
DEPTH
RIPRAP CHANNEL OUTFALL
OF36"CULVERT
VDOT CLASS II
30'
UP TO 874'
CONTOUR
42"
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SCALEp r SHEET OO
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Design Storm Year = 10 TH 0
DRIVEWAY CULVERT io-YEAR CAPACITY CALCULATIONS
INVERT
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Design Storm Year = 10
SCOTT R. LINS'Z
L) Lic. No. 035791 n
8/17/22
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--_-_-_-
STRUCTURE
DRAINAGE
D
(IN)
FLOW TYPE
NOTES
INLET
TYPE
AREA
(FTC)
PERIMETER
(FT)
A
(ACRES)
C
I
(IN/HR)
Q
(CFS)
9
DI-5, STD. PG-2 TYPE
2.50
12.67
2.85
0.45
4.00
5.13
3.2
WEIR FLOW
6"HIGH BERM
9
DI-5, STD. PG-2 TYPE
2.50
12.67
2.85
0.45
6.50
8.34
4.6
ORIFICE FLOW
TOP ELEV=895.5
10
DI-5, STD. PG-2 TYPE
2.50
12.67
4.04
0.40
4.00
6.46
3.7
WEIR FLOW
GRATE LOCATED
10
DI-5, STD. PG-2 TYPE
2.50
12.67
4.04
0.40
6.50
10.50
7.3
ORIFICE FLOW
IN SAG
8
DI-5, STD. PG-2 TYPE
2.50
12.67
0.53
0.55
4.00
1.17
1.2
WEIR FLOW
6"HIGH BERM
8
DI-5, STD. PG-2 TYPE
2.50
12.67
0.53
0.55
6.50
1.89
1.6
WEIR FLOW
TOP ELEV=894.4
7
DI-5, STD. PG-2 TYPE
2.50
12.67
5.57
0.35
4.00
7.80
4.0
ORIFICE FLOW
GRATE LOCATED
7
DI-5, STD. PG-2 TYPE
2.50
12.67
5.57
0.35
6.50
12.67
10.7
ORIFICE FLOW
IN SAG
6
DI-5, STD. PG-2 TYPE
2.50
12.67
0.39
0.65
4.00
1.01
1.1
WEIR FLOW
GRATE LOCATED
6
DI-5, STD. PG-2 TYPE
2.50
12.67
0.39
0.65
6.50
1.65
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IN SAG
Sta
From
Sta
To
T
(min)
C
Value
Area
(ac.)
CA
ccu
I
(in/hr)
Q
(cfs)
Slope
(ft/ft),
Faith (n�.03)
Jute(Sod) (n�.05)
Riprap
I'
(in/hr)
Q"
(cfs)
Depth"
(ft)
Min.Design
Width
(
Vel. Depth
Vel. Depth
Vel.
Depth
(Depth)
(Type)
Sta
From
Sta
To
T
(min)
C
Value
Area
(ac.)
CA
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I'
(in/hr)
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(cfs)
Slope
(ft/ft)
Earth(n�.03
Jute(Sod)(n�.05)
Ri
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I"
(in/hr)
Q"
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Depth"
(ft)
Mvt.Desi n
Width
(ft)
Vel. Depth
Vel.
Depth
Vel.
Depth
(Depth) (Type)
Note: Ditch terminates at STR-7
10+00 12+95
9.0 0.35
5.57
1.95
4.7
9.16
0.0700
2.8 jps
1.04 ft
5.80
11.31
1.13 ft
VDOT CL I Ri ra
8.00 ft
Note: Ditch terminates at STR-6
10+00 12+95
6.0 0.65
0.39
0.25
5.4
1.37
0.0700
2.0 jps
0.48 ft
6.50
1.65
0.51 ft
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6.00 ft
10+(
ROAD CC
LOW P
STA: 10+24-39
LOW P
T ELEV: 935.19
LOW PT ST
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PVI
TA:1o+11.8g
LOW PT ELEV:
935.6o
PVI
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10+00 10+50 11+00 11+50 12+00 12+50 23+00 13+50 14+00 14+50 15+00 15+50
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SHALL CONSIST OF SOIL AND BE PLACED IN
SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8
INCHES IN THICKNESS BEFORE COMPACTION OVER
THE ENTIRE ROADBED AREA IN ACCORDANCE WITH
VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04
NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN
AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL
SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS
CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER
RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND
BRIDGE SPECIFICATIONS, SECTION 302.03G.
NOTES:
1. ALL FILL TO BE PLACED AT 95%COMPACTION.
2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
4. 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.
16+oo 16+5o 17+00 17+50 18+oo
STOCKTON CREEK LANE
18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00
HORIZONTAL
GRAPHIC SCALE
50 ° 25
( IN FEET )
1 inch = 50 ft.
200
22+50 23+00 23+50 24+00
VERTICAL
GRAPHIC SCALE
5 0 2.5 5 10
( IN FEET )
1 inch = 5 ft.
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HIGH PT STA: 10+10.21
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OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN
ACCORDANCE WITH STANDARD SL-iAS FOUND IN
THE 2oo8 ROAD AND BRIDGE STANDARDS.
NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH
OF 4' OR GREATER SHALL HAVE STEPS IN
ACCORDANCE WITH STANDARD ST-i AS FOUND IN
THE 2oo8 ROAD AND BRIDGE STANDARDS.
NOTES:
1. ALL FILL TO BE PLACED AT 95% COMPACTION.
2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
4. 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.
NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE
SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE
FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR
CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE
SPECIFICATIONS, SECTION 302.03G.
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920
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NOTE: PIPE BEDDING, BACKFILL AND INSTALLATIONS
ARE IN ACCORDANCE WITH THE CURRENT VDOT
STANDARDS. ANY PIPE MATERIAL PROPOSED AS CL.
IV RCP SHALL NOT BE SUBSTITUTED WITH ANOTHER
PIPE MATERIAL.
HORIZONTAL
GRAPHIC SCALE
( IN FEET )
1 inch = 50 ft.
VERTICAL
GRAPHIC SCALE
2.5 5 10
( IN FEET )
1 inch = 5 ft.
SCOTT7R. C'DLLINS%
Lic. No. 035791,n
8/17/22 -j
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50 0 25 50 100 200 CD
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CD a
i. ALL FILL TO BE PLACED AT 95%COMPACTION. N y
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14
945
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SCOTT R.
LINSZ
L) Lic. No.
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6 8/17/22 C�4
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Consnsnkgation Plan Notes: �, NOTES: ____1
1 .ALL TREES O BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR t i. SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX WITH 1992 338
RIBBON AT A HEIGHT CLEARLY ETREE
VISIBLE To EQUIPMENT OPERATORS. ED LAND DISTURBING \ ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS ITEM NUMBER: ERNMX-28: FENCING AND ARMORING
ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE T.M.69-6L T.M.69-6C � ( )AT
CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING LOT 6 t GIBST. E 9-16C E JR \ A RATE OF 6o LBS. PER ACRE, OR 3 LB. PER i,000 SF. GRASS MIX IN THESE AREAS SHALL
STUART TAYLOR SMACK \ FIELDS PROVIDE PERMANENT STABILIZATION AND SHALL NOT REQUIRE MOWING.
2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE of coNsrRucrloN D.B.5246-521 - - _ 1.07 ACRES 2. ALL SITE PLANTINGS OFTREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE \
MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLNE OF TREES - - _ _ _ - - - - MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS
TO BE PRESERVED AND PROTECTED. D.B.3415-704,707 PLAT / ' ' - _ _ _ _ - -
_ AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL
3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT ST THAT THEY
/ / - - - ' - - - - - - - - - - - - - - "` - - �� �,� \ HEALTH OF THE PLANT. DRF tr�
MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL i / --- - - o ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN
G\
NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. / / - � _ - _ ,r� � 3�
4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES / / - - - - _ _ - - - - u W,�r�a ,� ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN
TO BE PRESERVED AND PROTECTED. / / �• LL ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY FENCE
/ o LL LL ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF I \
s. roxlc MATERIALS SHALL NOT BE STORED WITHIN 100 FEET of THE OUTSIDE DRIPLNE LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF
OF TREES TO BE PRESERVED AND PROTECTED. / / - . ,- "'SU'-•
LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE
6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS VIRGINIADEPARTMENTOFTRANSPORTATION. +
BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY e ,� �- e \ �'� e e pn .r
ENGINEERING DEPARTMENT. // \ \ 30o YR FEMA ti� y. ALLTREES SHALL BE PLANTED A MINIMUM OF 3' AWAY FROM ANY SIDEWALK, CURB, OR
FLOODPLAIN a ASPHALT TO MAINTAIN A MINIMUM CLEARANCE ZONE. STREET TREES PROVIDED ewao FENCE
+ + code FINE
7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, w
TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE / / r ,� \ y� �. e" \ ON AVERAGE So' O.C. AND S'-io' FROM PROPOSED UTILITIES.
PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS PROPOSED VDOT \ a. ausnn rrx¢
OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING / / RIGHT-OF-WAY DEDICATION \ LL" a. �- �. \ CORRECT METHODS OF TREE FENCING
SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL e ,
SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. / \ 0 / `CRITICAL SLOPES
8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE 1,/ / \
PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH T.M.69-19G \ 0,
THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR / / REVISEDLOT6�`
SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE / SPECIALIST. / STOCKTON CREEK LLC
\ p
/ 2.63 ACRES \ w s-g�e� o� e �e V
ti
9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE / D.B.5504 PG.614PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON'BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND Q \ \ LOT
MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. / / /�, /. ,r CORRECT TRUNK ARMORING
/ \ \ 4.49 A RES
10.CONTROL
TREE RPLANTIMEASURESVE RREMOVEDSHALL
DBURINGTHE
THE SFINOALTCLEANMRORARY EROSION / // / \ /��P \ \ O 'y!J " ,,,/"'�"SFreq" LL I �- .�; TRIANGULAR BOARD FENCE
P.
LL STREETS WITHIN THE PARKING SIGNS ON BOTH SIDES O E SHALLNT MARKED
H OADWA
WITH NO
T.M.69-6M
REVISED LOT 7
E.C.ACKERMAN TRUST
D. B.4733-23
D.B.4733-20 & 21 PLAT
X
D. B.4456-444
D.B.3530-234 PLAT
/
/
/
/
T.M.69-6G
LOT 1
FRANK DONLEY &
CARLA DONLEY
D.B.3380-82, /
85 & 86 PLAT
�\
/ / / \ ;�O \ \ / bo v e l v 1,
vc Source: Va. DSWC \ /Plate 3.38-2
\ /�P LOT 12 \ssiaF \ e e V
2.40 ACRES \SFre o
�e e
a LOT 9 \ ��-
/ 2.70ACRES EX TREELINE TO \p�
�mQ /\ REMAIN (TYP.) \ /
/ \ e r v a v \v
/ LOT 10 +D z LL LL
y 5
2.22 ACRES � � I � •� LL
/ y
O` �1sLu ev
L 14
SI(o /c \c¢ I o / \ 3. ACRES
AFge PROPOSED
ROPOSED �YP�
/ T\ \
too' WPO STREAM - T.M.69-51H
TYP.) / \ \ \ BUFFER o LL� GATES,
RMD P OR
/ / C LOT 11 \ \ \ oo 2.148 ACRES
/ s P 2.74 AC / V A 01
r
01
us
ST \ \ p e
o I
OC
cRF
\e<ZCR<gNF / p� c°
15
2.39 ACRES
OT 23 / \ \ \ k, \ e \ GRAVES HOME LLC
ACRES / \ \ �\ \ o \ \ / tip° \ \ 'sS16 SF Pam/ o S 26.988 ACRES
T49
VCFI �� County of Albemarle
Conservation Plan Checklist- To be placed on Landscape Plans
A \ \ 280' GHT DISTANCE \IS> (Tlaadbook, pp Hl-284-111-297 for complete specifications)
\,c; �T LOT 16 1. The lollTraost.beem.dhall be shown sn We plan:
1 +00 t \ OS Q,�11 • \ / ILA Trees to be saved;
/ [�• ^ CCQ " l
�e(2.25 ACRES
S,NT `\%Oell�E®I LLiomcaibrtaoiifacnledatryinpge(oofuptrsoidteecdtiryipelifaene dofngtr;
x ILI Gradechargearequiringtreewelsorwae
enss;
^ to be seven);
Proposed trenching or lurmeling beyond Ale omits of clearing.
0 All trees W be saved shall be marked with print m ribbon at straight clearly visible to equipment operation.
L 22 / / \\ \\ / / 4 O 0 No m shall until the tee mmltrn las hem ins clad and a roved a Couv Ina ctor.
\ � �' 8 begin B Pe PP bl' ty Pe
2 9 ACRES / / I 3. Pre-ConstructionConference:
and
\ / kJ Tree preservation and protection measures shell be reviewed with the contactor on site
4. Equipment Operation and Storage:
/ U Heavy equipment, vehicular traffic and storage ofconstruction maxnalsi:icluding soil shall not bepemutted within the driphroa oftrces
to be saved.
5. Soil Erodon and Stormwatsr Detention Devices:
Ll Such devices shall not adversely effect trees to be saved.
LOT 3A LOT 17 6. Fhea:
2.07 ACRES / y� / I 4*0 / 6.19 ACRES' Ll Fires are not permitted within 100 feet of the dripline of has to be saved.
14 69 1 7. Toxic Macerates
\\\ ® Toxicmatenals shall not be storm within 100 feet of the dripline of Nees to be raved
S. .
ry /
/ LOT 21 ' , \ Protective Fencme:
\ � $ 0 Trees to be retained widen 40 feet of a proposedbuilding orgrading activry shag be protected by forcing.
3.10 ACRES \ 1 � LOT 20 ZI Fanagshan be in lae ad shel be in mai nd nPPrcored b a CoutYIwr ror w Sor mmtucha
9. Tree W ells:
.46 ACRES \ LI When the ground level must berised within the ddpline, of a tree to be saved, save well shall be provided and a construction detail
\ submitted for approval.
\ \ 14. Tree W alls:
'✓ / / I \ EI When the ground level moat be lowored within the dripline a tr ew be saved, a tree wall shall be provided; and a core £ion detail
n �subndtted for approval.
T.1).69-19D / Ila
O � 1 I \ \� 11. Trenchine and Tunneling,
REVISEDLOT3 / \ Q When trenching is required witirnthe hours ofclearing, itshall bedone wfar away from the hunks ofaces asposible,Tunneling
STOCKTON CREEK LLC / / IanA \ underalarSobecahallbemnsichned asanaltm eativawhenitiaanticipatedthat necessary branching will destroy fader roots.
4.56ACRES EX TREELINE TO \ % IL Cl
D.B.5504, PG.614 I OT 8 ® Protaclive£en ng hat rualasthmarmngeaaamng eases eannp
REMAIN (TYP.)
LOT 36 1 / EXISTING 2.0 CRIES / li. I@ DistDamd Trees:
2.49 ACRES ® aged tre tr she l e sled nmdeslaty by pane ng, fertilization or othernadhods reommended by a tree Spada ist
STREAM TO \ \ / NOTE:ITISTBEDEV OPER'SRESPONSIBILIT TOCONFERWITETHECONTRA ORONTREECCNSERVATION
I REMAIN \ REQUIREMENTS.
J / /
LANDSCAPING CALCULATIONS
SITE TREE CANOPY
REQUIREMENT: 20 OR LESS DWELLING UNITS PER ACRE, MIN. CANOPY 20% OF
THE SITE AREA, MINUS FLOODPLAIN/EXISTING CRITICAL SLOPE AREA
TOTAL SITE AREA
45.72 ACRES (1,991,550 SF)
FLOODPLAIN AREA
208,705SF
CRITICAL SLOPE AREA (OUTSIDE
FLOODPLAIN ZONE)
151,150SF
37.46AC(TOTALSITEAREA-FLOODPLAIN
TOTAL DEVELOPMENTAREA
ZONE & CRITICAL SLOPE AREA)
TREE CANOPY REQUIRED
7.49ACRES
EXISTING TREE PRESERVATION AREA
468,165 SF (10.75 ACRES)
TREE CANOPY PROPOSED
OSF
TOTALTREE CANOPY ON PROJECTSITE==
468,165 SF (10.75 ACRES)
- TREE PRESERVATION
L I
- FENCING (TYP.)
LOT 19
75'SET I
AK(Ty)
, 4 ACRES
S�O
GQ�-
2S6,22'
I PROPOSED
DETENTION-
FACILITY/r
T.M.69-19A7
JUST, JOSEPH SCOTT &
CRITICAL SLOPES
-
CASEY R JUST
------
21 ACRES
NOTE: LANDSCAPING PLANTS AND TREES WITHIN OR
_
--
ADJACENT TO INTERSECTION SIGHT DISTANCE TRIANGLES
MUST BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET
ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT
LINES AND ACCOMMODATE PEDESTRIANS.
CONTRACT PURCHASER SIGNATURE
T. M.69-50
FREEMAN, ARTHUR H OR
JOANN F
47.729 ACRES
GRAPHIC SCALE
80 0 40 80 160
( IN FEET )
1 inch = 80 ft.
(DATE)
5/1/06 Page 1 of 1
320
SCOTT /R. CDLLINS 2t
Lic. No. 035791.'n
p 8/17/22 ���j
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SHEET NO.
17
Page GH-14 April 2015
April 2015
Page 6H-15
6H-52 April 2015 April 2015 Page 611-53
Typical Traffic Control
cu IU-5
Typical Traffic Control
Stationary Operation on a Shoulder
(Figure TTC-4.1)
NOTES
Standard
1. For long-term stationary work (more than 3 days) on divided highways having a median wider
than 8', sign assemblies on both sides of the roadway shall be required as shown (ROAD WORK
AHEAD (W20-I), RIGHT SHOULDER CLOSED AHEAD (W21-56R), RIGHT SHOULDER
CLOSED (W21-SaR)h, even though only one shoulder is being closed. For operations less than 3
days in duration, sign assemblies will only be required on the side where the shoulder is being
closed and a RIGHT SHOULDER CLOSED (W21-5aft)' sign shall be added to that side.
Guidance
2. Sign spacing should be 1300'-1500' for Limited Access highways. For all other roadways, the sign
spacing should be 500'-800' where the posted speed limit a greater than 45 mph, and 350'-500' where
the posted speed limit is 45 mph or less.
[ion:
3. The SHOULDER WORK (W21-5) sign on an intersecting roadway may be omitted where drivers
emerging from that roadway will encounter another advance warning sign odor to this activity area.
4. For short duration operations of 60 minutes or less, all signs and ebannelizinr devices may be
eliminated if a vehicle with activated high -intensity amber rotating. flashing, mi oscillatng lights is
used.
Standard:
5. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber
rotating, flashing, or' oscillating lights. Vehicle hazard warning signals can be used to supplement
high -intensity amber rotating, flashing, of oscillating, lights.
6. Taper length (L) and channelizing device spacing shall beat the following:
Taper Length (L)
Speed Limit
(Mph)
Lane Width (Feet)
9
10
11
12
25
95
105
115
125
30
135
150
165
180
35
185
205
225
245
40
240
270
295
320
45
405
450
495
540
50
450
500
550
600
55
495
550
605
660
60
540
Goo
6G0
720
65
585
1 650
715
780
70
630
700
770
840
Minimum taper lengthsfor Limited Access
hi hwa s shall be 1000 feet.
Shoulder Taper - V, L Minimum
Channelizing Device Spacing
Location
Speed Limit (mph)
0-38
36+
Transition Spacing
20,
40'
Travelway Spacing
40'
SO'
Construction Access*
80
120'
*Spacing may be increased to this distance,
but shall not exceed one access per Y. mile.
On roadways with paved shoulders having a
width of 8 feet or more, channelizing devices
shall be used to close the shoulder in
advance of the merging taper to direct
vehicular traffic to remain within the traveled
way.
7. The buffer space length shall he as shown in Table 6H-3 on Page 6H-5 for the posted speed limit.
8. A truck -mounted attenuator (1711A) shall be used on the shadow vehicle on Limited Access
highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph for
Y P Pee 9 g P
operations with a duration greater than 60 minutes.
9. When a side road intersects the highway within the temporary traffic control zone, additional
traffic control devices shall be placed as needed.
1: Revision 1- 4/1/2015
Stationary Operation on a Shoulder
(Figure TTC-4.1)
SEE NOTE 1
ROAD
SEE NOTE 1 WORN
HEAD
\ 'ROAD WORK
AHEAD" SIGN _
(W20-1) - — "END ROAD WORK"
SIGN (G20-2)
'ONE LANE ROAD' "RIGHT SHOULDER-/ "BE PREPARED TO
\ AHEAD" SIGN CLOSED AHEAD" STOP" SIGN (W3-4)
\ (W20-4) SIGN (W21-5Br) \
vP
O 0 A
•1 o I;p 2_
•Sssrs 0 i1*1
-o 00 `�:A
�vP�fn�vY)
✓L� A
so
n��
s LPG 0
G20-2 (V)
500' +
80' -120'
SHADOW VEHICLE
REQUIRED
j TMA REQUIREMENT SEE NOTE 8
b ILLUMINATED FLASHING
--}y AMBER (CAUTION MODE)
a - SEE NOTE 7 TYPE B OR C
0
0
0
SEE NOTE 6
CHANNELIZING
DEVICES SPACING
SEE NOTE 6
SEE NOTE 2
<SHOULDER
Hyt21-Sall
•• SEE NOTE 1
SED
SEE NOTE 2
RIGHT
-OLDER
CLOSED W21-Sill
HEAD
SEE NOTE 2
ROAD
WORN W20-1
AHEAD
W20-7
PROPERTY,
TYP.
carp xwrx
Lane Closure on a Tiro -Lane Roadtrar Using Flaggers
(Figure TTC-23.1)
14IFS
dance.
1. Sign spacing distance should be 350'-500' where the poster! speed limit is 45 mph or less, and 500'400'
where the posted speed limit is greater than 45 mph.
2. Care should be exercised when establishing the limits of the work :one to insure maximum possible
sight distance in advance of the flogger station and Transition, based on the posted speed limit and at
least equal to or greater than the values in Table 6H-3. Generally speaking, motorists should have a
clear line ofsight from the graphic flagger spribol sign to the flogger.
ion:
3. Where Right -of -Way or geometric conditions prevent the use of 48" x 48" signs. 36" x 36" signs may be
used.
adard:
4. Flagging stations shall be located far enough in advance of the work space to permit approaching
traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for
departing Traffic in the left lane to return to the tight lane before reaching opposing traffic (see
Table 6H-3 on Page 6H-5).
5. All flaggers shall be state certified and have their certification card in their possession when
performing flagging duties (see Section 6E.01, Qualifications for naggers).
6. Cone spacing shall be based on the posted speed and the values in Table 6H-4 on Page 6H-6.'
7. A shadow vehicle kith at least one high intensity amber rotating. flashing, or' oscillating light
shall be parked 80'-120' in advance of the first work crew.
ion:
8. A supplemental flagpnr may be required in this area to P.itre advance warning of the operation ahead by
slowing approaching traffic pilot to reaching the flaggtr station or gueued traffic.
dance:
0. If the queue of traffic reaches the BE PREPARED TO STOP ("-4) sign then the signs, and f sed the
portable temporary rumble strips (PTR4)r, should be readjusted W greater distances.
10. 117ren a highway -rail crossing masts within or upstream of the transition area and it is anfictpated that
queues resultnl from the lane closure might extend through the hi hum' -rail grade crossing, the
rP g fr' g 8 g . gt' g,
temporary r x control should be extended so that the transition area recedes the hi hw .-rail
Po � P 8 �
crossing (see Figure TTC-56)or additional information on highnm'-rail crossings).
adard:
11, At night, fagger stations shall be illuminated, except in emergencies (see Section 6E.08).
ion:
12. Cones may be elinttruited when using as pilot vehicle operation or when the total roadway width is 20
feet or less-
13. For low -volume situations with short work zones on straight roadways nitre the flaeeer is visible to
14. Rhea approved for use, three portable temporary tumble (PTRS) snips shall be installed across
the entire travel lane adjacent to the BE PREPARED TO STOP (R'3-4) sign. The portable
temporaiEr rumble snips shall be. monitored and adjusted as necessary dining the work shift to
ensure in placement on the roadwac. When the PTRS are installed, the Rip- IBLE STRIPS
AHEAD (W'20-1-26) sign shall also be utilized.
11 Posted Speed
0-35 mph
36-5 5 Mph
11 PTRS Spacing i enter to Center
5 Fort
8 Feet
1: Revision 1- 4.1.201E
10 t.1r,
0
t,t t� v21-
O P 4 J
EXISTING
GOODLOE LN
STATE ROUT
(30'PRESCRIPTIVE ES
GOODLOE L E
SINGLE LANE CLOSURE ALONG
GOODLOE LANE REQUIRED FOR
MILLING & OVERLAY WHERE THE
PROPOSED ROAD CONNECTS
T) INTO EXISTING PAVEMENT I-W20-7 SIGN
I
1
I
-
I
I
I
I
I
I
I
I
I
I
I
1
Lane Closure on a Two -Lane Roadway Using Flaggers
(Figure TIC-23.1)
n
NOUNIS 13390VI3
�9r
_ 020-2 (V)
500 ±
EE NOTE 4
Table 61I-2, Taper Length (L)
Posted Speed
Width of Offset (Feet)
Limit (mph)11
9
10
11
12
Remarks
s 25
95
105
115
125
L= S2W/60
30
135
150
165
180
"
35
185
205
225
245
"
40
240
270
295
320
"
45
405
450
495
540
L=SW
5D
450
500
550
6DD
"
55
495
550
605
660
"
60
A 540
1 600
1 660
720
"
65
1 585
1 650
1 715
780
"
70
1 630
1 700
770
840
"
Limited Access Highway merging taper length (L) shall be 1000 feet regardless of the
posted speed. SW=L is desired for the shifting taper length with %L being the
minimum.
I a hie 61I-3, Length of the Longitudinal Buffer Spacer
SCOTT/R. C1D'LLINS%
Lic. No. 0357911n
8/17/22
Posted Speed Limit (mph) Distance (Feet) z
80' • 120' 20 115-120 0
25 155 -165' ,A w
30 200 - 210 (A cJc
SHADOW VEHICLE Z Q
{ ` REQUIRED 35 250 - 260 Z w
o 40 305 - 325' O m
SEE NOTE 4
O 45 360 - 380 U Q
00 - UP • 100' 50 425 - 445 /H w O
o FLAGGER STATION /� 0 z0
z
o V/
o SEE NOTE 2 55 500 - 530
r ( SEE 60 570 - 6001 H O U,
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y) SEE 70 730 - 760 W �
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SEE
1PORTAULE NOTE z
TEMPORARY arutnr 1 W2Q-V28
RUMBLE STRIPS signs SEE NOTE 14
SEE NOTE 14 J l t NOSEE TE 1 ""°L°
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"LEFT SHOULDER
CLOSED AHEAD"
"END ROAD WORK" O �013 SIGN (W21-58L)
SIGN (G20-2)
ss�o TO
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"ONE LANE ROAD /
PROPOSE AHEAD" SIGN (W20-4)
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0 E GRAPHIC SCALE
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f E
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O E
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JOB NO.
222207
SCALE
1 11=80'
SHEET NO.
18