HomeMy WebLinkAboutSUB202200057 Plat - Submittal (First) 2022-03-22STOCKTON 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
CHARLOTTESWLLE, VA 22902
AT7N: ALAN TAYLOR
ENGINEER:
COLLINS ENGINEERING
200 GARRETT ST SUITE K
CHARLOTTESWLLE, 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 (OB.5504,
PG.614)
- 11.03 ACRES
6. 06900-00-00-019JO (DB.5504,
PG.614) -
8.92 ACRES
7. 06900-00-00-050BO (OB.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. IMP 69-19C, IMP 69-19E, IMP 69-19F, & IMP 69-50B ALL HAVE (2) DEVELOPMENT RIGHTS AND MAY BE
FURTHER SUBDIVIDED. IMP 69-19H AND IMP 69-19J BOTH HAVE (4) DEVELOPMENT RIGHTS AND MAY BE
FURTHER SUBDIVIDED. IMP 69-19B HAS (2) DEVELOPMENT RIGHTS BUT MAY NOT BE FURTHER SUBDIVIDED N THE
CURRENT CONFIGURATION.
SEE SHEET 4 FOR THE DEVELOPMENT RIGHTS ANALYSIS.
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:
LICKINGHOLE CREEK WATER SUPPLY WATERSHED
AGRICULTURAL/ FORESTAL
DISTRICT.- NONE
TOPO & SURVEY:
TOPOGRAPHY PROVDED BY ROGER RAY & ASSOCIATES, JANUARY 2022. HE BOUNDARY LINE INFORMATION IS
PROVIDED BY ROGER RAY & ASSOCIATES, AUGUST 2021. INFORMAT70N FIELD VERIFIED BY COLLINS ENGINEERING IN
DECEM8ER OF 2021.
DATUM:
NAD 83
EXISTING VEGETATION:
EXIS77NG FARM LAND WITH CORN CROPS AND PASTURES FOR COWS. TREE VEGETATION 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 PROPER77ES SHALL BE DEVELOPMENT 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
PROTECTION ORDINANCE. SEE SHEET 2 FOR THE LOCATION OF THE STREAM BUFFERS.
RETAINING WALLS
NO RETAINING WALLS ARE PRPOPOSED.
LANDSCAPING:
STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY
LANDSCAPING REQUIREMENTS WITHIN SECTION 32.Z9 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
NOTES
1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT.
2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED.
3) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY
STANDARDS.
4) EACH LOT SHALL
HAVE AN INDIVIDUAL TRASH CONTAINER WITH PRIVATE TRASH SERVICE FOR PICKUP.
5) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDAT70N ZONE.
6) RETAINING WALLS
GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT WALLS EXCEEDING 4' IN HEIGHT REQUIRE A
STAMPED ENGINEERED DESIGN. WALLS CROSSING LOT LINES REQUIRE AN EASEMENT
7) ALL WATER LINES,
SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPEC77ON
PERFORMED BY THE BUILDING DEPARTMENT
GENERAL BUILDING DEPARTMENT NOTES
1. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVAT70N 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 ELEVAT70N OF THE MANHOLE COVER OF
THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A
BACKWATER VALVE.
2. 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.
SUB2022-00
WHITEHALL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
IMPERVIOUS AREAS.
Proposed Roadway
50,095 sf
Proposed Sidewalk
0 sf
Proposed Driveways
15,000 sf
Proposed Residences
67,500 sf
132,595 sf
OVERALL ACREAGES
TOTAL ACRES OF LOTS: 46.76 AC (94.97)
TOTAL ACRES OF OPEN SPACE: 0.00 AC (30.39)
TOTAL ACRES OF ROW.- 2.51 AC (5.19)
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)
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Brookville Mano
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SCOTT R. LINS'Z
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3/21/22 �
Bra ksville Manar
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SUBJECT'
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VICINITY MAP
SCALE: 1" = 2000'
ROADS LEGEND
EXIS77NG CULVERT
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DROP INLET & STRUCTURE NO.
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DEPTH OF EC-3A DITCH
EC-2 DITCH
DEPTH OF EC-2 DITCH
EARTH DITCH
DRIVEWAY CULVERT
BENCH MARK
CLEARING LIM17S
200
EXIS77NG CONTOUR
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PROPOSED CONTOUR
240.55
VDOT STANDARD STOP SIGN
PROPOSED SPOT ELEVA 77ON
TOTAL SHEETS
APPROVALS
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARMENT OF TRANSPORTATION
HEALTH DEPARTMENT
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NOTE: COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS.
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LOCATED ON U.S. ROUTE 250(ROCKFISH GAP TURNPIKE),
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SCALE: 1" = 100' DATE: MARCH 7,
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GRAPHIC SCALE 1"=100'
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663 BERKMAR COURT
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LANDHSURVVEYORSILLE,
PLANNERS
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SHEET NO.
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GENERAL CONSTRUCTION NOTES FOR STREETS:
2" SM-9.5 I 1 " SM-9.5 a
1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF OVERLAY SURFACE couRSE� > 12
COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. EXISTINc�� _ _ 'I ® z
PAVEMENT 1" BINDER % , , \ , - - _ \
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL INTERMEDIATE COURSE ' - _ , / / ' \ - I , I
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THREEPI T H I T . IF RA I GREATER I NOT OBTAINABLE, REVISED � R Q
(3) COPIES OF THE TES RESULTS SHALL BE SUBMITTED 0 THE COUNTY A SUBGRADE SOIL CBR OF 10 OR GRE TE S 0 OB BEE, A SUBBASE � i � i i� a• z1-A
PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. COMMA SUBGRADE \ �\�/\ BASE COURSE
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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 \ O 0
DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. ASPHALT MILL OVERLAY PAVING ASPHALT ROADWAY PAVEMENT \-� LOT 2O 0
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. $ _ [ \ \ J 0
ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. No SCALE NO SCALE / - , ^
\ I - �.47_ACRES \ --- lJJ o
WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. `\ _ - \ ` \ \ ` - EXI STI\ " / a ~
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9 A, B OR c . ALBEMARLE COUNTY _ - _ _ _ _ - N� ,1 ddl
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
ADHERED T0. - `---- WOb A D _ ` HOPOSEDIS
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE 1.) }} D E' PR
GENERAL CONSTRUCTION NOTES l`'`0
7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ' -_ � I � I� I•, ` \ DPESTORM
1
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1. PRIOR TO ANY CONS7RUCAON W11HlN ANY EXISANG PUBLIC RIGHT-OF-WAY INCLUDING _ CD
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8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING1
AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. CONIVECAON TO ANY EXISANG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA - - l I \ LLI
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE MRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD DEPARTMENT OF 7RANSPORTA77ON (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT - / - - - - - _ ` -' - _ _ _ _ _ _ ;
NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF t - _ _ - - _ I ; \ i\ \ D U%
10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR THE PERMIT SHALL GOVERN.
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DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 2. ALL MATERIALS AND CONSTRUCAON METHODS SHALL CONFORM TO CURRENT SPECIFICAAONS AND � - - - - , ,' I I ' � --I � LOT 19 - _ ' \ ` , \ \ , \ ` (n
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. STANDARDS OF VDOT UNLESS 07HERNSE NOTED. 6 (P) VDOT", W
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 3. EROSION AND SILTAAON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE W71H 7H£ / - - - - _ _ _ _ I m STD mS,,.43"ACRES \ '
AS SHOWN ON THE ROAD PROFILES. APPROVED EROSION CON7ROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING l - _ - - - _ - - - \ - \ `, W W
13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO OR OTHER CONS7RUCAON. - ' - W
INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WTH A VDOT OR COUNTY INSPECTOR PRESENT. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERALIZED, SEEDED, AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: WRACAL). WHERE REASONABLY OBTAINABLE l - _ - - \ ` LO
SLOPES OF T U
ROAD NOTES: LESSER SL3.1 OR BETTER ARE TO BE ACHIEVED. \ `\ \ `
6. PAVED, RIP -RAP OR STABILIZA77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF l _ - - _ _ Cn z
GRADING THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A - - 2 • �5 A
1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS DRAINAGE CHANNEL. ` - - - _ _ _ - \ \ O
SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 7. ALL 7RAMC CON7ROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE CONTROL DEVICES / - _ _ a9°' ' ' ,' ,I LL(
NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. - - - - - _
3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT 9. ALL EXCAVAAON FOR UNDERGROUND PIPE INSTALLAAON MUST COMPLY WITH OSHA STANDARDS - V
DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. FOR THE CONS7RUCA0N INDUSTRY (29 CFR PART 1926). _ _ _ I
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. - -h, _ _ _ - - - - - '' I ' Q
DRAINAGE
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT.
NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT
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. --" ARE PROPOSED TO BE STATE MAINTAINED: O
- _ ' ' ' , ` pp ` `
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 WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. - I
i.INSTALLATIONOFANYENCLOSEDDRAINAGESYSTEMBEFOREITI5COVERED. GRAPHIC` SCALE
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS _ - \`
ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE `- - ' / PROPOSED -DRY
NATURAL WATER COURSE. 50 0 25' 30=` _ _ 1od Too \
PAVEMENT BEING COVERED. - - - - - � I `
BASIN STORMWA`TER \
iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE - `
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, PLACEMENT OF ROADBED BASE MATERIALS. _ _ _ _ _ - -� , _ MANAGEMENT `\
THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, - - - _ ` - - I FACILITY y
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. ' - - - (IN FEET j- _ _ -J LU
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 - _ __ i---, w
v. PLACEMENT OF BASE MATERIALS INCLUDING STONE DEPTHS CONSISTENT WITH THE _ _ _ _ _ - 1, inch =_ 50__ ft. / A
BASE. APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, ---- - /' / ,' ' i ' '' ' r' II ` �I ', ` ` �\ ` 2
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 - - - - - " - " - a
FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE
OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. I F " - JOB NO.
5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. AS SOON AS POSSIBLE. - _ _ _ - o 222207
6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART - - - - - a o
OF THE FINAL INSPECTION. _ _ - _
7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 0 0.3 GAL./SQ. YD.). - "
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT MINIMUM OF WEEK PRIOR , -'• ' i' �\ \ ' `, �, _ _ - SCALE
8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. ; - 1 "-50'
9. ENCROACHMENT: POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ---I� _`-
PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY `_- = :_` g6 " " - ; ; _ _ _ _ _ _ - SHEET NO.
BE LOCATED WITHIN THE STREETS RIGHT OF WAY. ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS _ _ _
NOT BEING ELIGIBLE FOR STATE MAINTENANCE. - - I S ' ' ' 5
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