HomeMy WebLinkAboutSUB202200178 Plat - Submittal (First) 2022-10-18GENERAL NOTES
OWNER/DEVELOPER:
HEAHMOR LLC
2018 MICHELANGELO COURT
CHARLOTTESWLLE, VA 22911
ENGINEER.
COLLINS ENGINEERING
200 GARRETT ST, SUITE K
CHARLOTTESWLLE, VA 22902
(434)293-3719
TAX MAP NO.:
04600-00-00-02400 (DB.5313, PG.164) & INSTi.-202000005265
TOTAL AREA:
14.01 AC.
ZONING:
R-1 ZONING WITH AIRPORT IMPACT OVERLAY DISTRICT AND PRESERVED & MANAGED SLOPES
OVERLAY DISTRICT
PROPOSED USE.
14 SINGLE FAMILY DETACHED RESIDEN7AL LOTS
DENSITY.
ALLOWABLE DENSITY FOR BONUS LEVEL CLUSTER DEVELOPMENT 0.97 DU/AC + 57.
ENVIRONMENTAL STANDARD BONUS DENSITY FOR MAINTAINING EXIS77NG WOODED AREAS EQUAL TO
10% BUT LESS THAN 20% OF THE SITE (SEE LAYOUT PLAN SHEET FOR LOCA77ON OF PRESERVED
S17E WOODED AREAS)
TOTAL PROPOSED DENSITY FOR BY -RIGHT R1 CLUSTER DEVELOPMENT
0.97 ACRES x 14.01 ACRES x 5% BONUS DENSITY INCREASE = 14.27 DUA (14 DWELLING UNITS)
TOTAL UNITS PROVIDED: 14 DWELLING UNITS
NOTE. • FOR CLUSTER DEVELOPMENT, A MINIMUM OF 25 PERCENT OF THE TOTAL LAND AREA
WITHIN THE DEVELOPMENT SHALL BE IN COMMON OPEN SPACE. SEE LAYOUT SHEET FOR
PROPOSED OPEN SPACE AREAS
OPEN SPACE.•
REQUIRED OPEN SPACE. 251'o x 14.01 ACRES = 3 503 ACRES REQUIRED
NOTE A MINIMUM OF 20% OF THE REQUIRED OPEN SPACE SHALL BE LOCATED OUTSIDE OF THE
CRI77CAL AREAS PER SEC77ON 18-4.7 = 3.503 AC x 20% = 0.7006 AC
PROVIDED OPEN SPACE.
OPEN SPACE A = 0.228 AC
OPEN SPACE B = 0.400 AC
OPEN SPACE C = 4.679 AC
TOTAL OPEN SPACE = 5.307 AC
OPEN SPACE PROPOSED OUTSIDE OF CRI77CAL AREAS = 2.261 AC
RECREA77ON AREA:
NONE (NOT APPLICABLE) - NONE REQUIRED FOR SINGLE FAMILY RESIDEN7AL LOTS
PRESERVEDAANAGED
SLOPES. • ALBEMARLE COUNTY PRESERVED AND MANAGED SLOPES ARE LOCATED ON THE
PROPERTY AND SHOWN ON THE EXIS77NG COND177ONS PLAN SHEET (SHEET 2). FIELD RUN
SURVEY HAS BEEN PROVIDED AND POR77ONS OF THE EXISTING ALBEMARLE COUNTY PRESERVED
SLOPES HAVE BEEN CLASSIFIED AS MANAGED SLOPES BASED ON 7HE ANALYSIS OF 7HE FIELD
SURVEY.
BUILDING HEIGHTS.
MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET AND THE EAVE OF THE PROPOSED
HOMES SHALL NOT EXCEED 29'-8"
BUILDING AREA:
SEE SHEETS 3 AND 4 FOR LOT AREAS MINIMUM LOT AREA IS 20,000 SF.
SETBACKS:
FRONT•
MINIMUM = 5' (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO THE GARAGE)
MAXIMUM = NONE
SIDE.•
MINIMUM = 5'
MAXIMUM = NONE
REAR:
MINIMUM = 20'
MAXIMUM = NONE
NOTE.- LOTS SHALL BE MINIMUM OF 20,000 SF AND HAVE A MINIMUM OF 80' ROAD FRONTAGE
(EXCLUDING LOTS AROUND 7HE CUL-DE-SAC).
SUBDIVISION STREETS:
CURB & GUTTER
WATERSHED:
THIS PROPERTY IS LOCATED WITHIN 774E NON -WATER SUPPLY WATERSHED AREA OF THE SOUTH
FORK RI VANNA RIVER
AGRICULTURAL/ FORESTAL
DISTRICT. • NONE
TOPO & SURVEY.
FIELD RUN TOPOGRAPHY PROVIDED BY LINCOLN SURVEYING, AUGUST 2022. THE BOUNDARY LINE
INFORMA7ON IS PROVIDED BY LINCOLN SURVEYING, AUGUST 2021. INFORMATION FIELD VERIFIED
BY COLLINS ENGINEERING IN AUGUST OF 2022.
DATUM.
NAD 83
EXIS77NG VEGETA77ON:
CURRENT COND177ONS OF THE PROPERTY IS A WOODED PARCEL WITH (1) EXIS77NG SINGLE FAMILY
HOUSE AND DRIVEWAY. 7HE TREES ON THE PROPERTY ARE A MIXTURE OF DECIDUOUS AND
EVERGREEN TREES
LIGHTING.-
NO LIGHTING IS PROPOSED
PARKING:
REQUIRED PARKING:
2 OFFSITE PARKING SPACES PER LOT WITHIN 774E DRIVEWAY OF THE RESIDEN7AL LOTS
PARKING PROVDED:
2 OFFSI7E PARKING SPACES PER LOT WITHIN THE DRIVEWAY OF THE RESIDEN7AL LOTS
NOTE: NO FORMAL ON -STREET PARKING IS PROPOSED ALONG 7HE PROPOSED STREETS AND
CUL-DE-SACS ON -STREET PARKING IS AVAILABLE ON MONACO COURT (7 ONS7REET PARKING
SPACES). THESE PARKING SPACES WILL NOT BE STRIPED AND WILL BE INFORMAL ON -STREET
PARKING SPACES.
PHASING.
7HE PROPERTY SHALL BE DEVELOPMENT WITHIN (1) PHASE
BURIAL SITES:
NO CEMETERIES WERE FOUND DURING A FIELD INVES77GA77ON OF THE SITE.
STREAM BUFFERS
THERE ARE NO STREAM BUFFERS ON THE PROPERTY
RETAINING WALLS:
NO RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT.
LANDSCAPING:
STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH
ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.79 OF THE COUNTY CODE
AND IN ACCORDANCE WITH CHAPTER 14.
BUILDING SITES:
EACH PARCEL CONTAINS A BUILDING S17E THAT COMPLIES WITH SECTION 4.2.1. OF THE
ALBEMARLE COUNTY ZONING ORDINANCE.
STREAM BUFFERS11FLOODPLAIN: THERE IS NO 100-YEAR FLOODPLAIN ON THE PROPERTY, PER FEMA MAPS
51003CO269D,- FEBRUARY 4, 2005.
OFFSITE DISTURBANCE
OFFSITE IMPROVEMENTS ARE PROPOSED ON THE MONTGOMERY RIDGE PROPERTY FOR THE
PROPOSED ENTRANCE TO THE SITE. DEDICATION OF THIS PARCEL FOR PUBLIC RIGHT OF WAY
HAS BEEN APPROVED BY THE MONTGOMERY RIDGE HOA.
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 VOOT 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 INUNDA77ON 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
INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.
BUILDING SITES:
LOTS 1-14 SHALL EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH
SECTION 4.2.1. OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
AVAILABLE FIRE FLOW
1,825 GPM AT MINIMUM 60 PSI
ISO CALCULATIONS:
MAXIMUM REQUIRED FIRE FLOW FOR RESIDENTIAL STRUCTURE IS 1,100 GPM.
MONTGOMERY RIDGE -PHASE 4
PRELIMINARY SUBDIVISION PLAT
SUB2022mOO
RIVAN NA DISTRICT
ALBEMARLE COUNTY, VIRGINIA
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CIO WILLIAM 1 DALTON /
AREA CALCULATIONS
IMPERVIOUS AREAS:
PROPOSED ROADWAY
32,720
SF
PROPOSED SIDEWALK
8,080
SF
PROPOSED DRIVEWAYS
7,820
SF
PROPOSED BUILDINGS
31,360
SF
OVERALL AREAS:
TOTAL ACRES OF LOTS
7.626
AC
(54.4%)
TOTAL ACRES OF OPEN SPACE
5.307
AC
(37.6%)
TOTAL ACRES OF RIGHT-OF-WAY
1.077
AC
(8.0%)
SHEET LAYOUT
SCALE: 1" = 100'
TRIP GENERATION CALCULATIONS
TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (10TH
EDITION) - 14 SINGLE FAMILY DETACHED UNITS (CODE 210)
TOTAL ADT: 132 VPD (66 ENTER/ 66 EXIT)
TOTAL AM PEAK: 11 VPH (3 ENTER/ 8 EXIT)
TOTAL PM PEAK: 14 VPH (9 ENTER/ 4 EXIT)
.
SUBJECT
SITE N
VICINITY MAP
SCALE: 1" = 2000'
Sheet List Table
Sheet Number
Sheet Title
i
COVER
z
EXISTING CONDITIONS &DEMOLITION PLAN
3
SITE PLAN
4
SITE PLAN
5
UTILITY, GRADING & DRAINAGE PLAN
6
NOTES & DETAILS
R
LEGEND
TOTAL SHEETS
0 0 0
0 100 YR. FLOODPLAIN
EXISTING CULVERT
EARTH DITCH
a
CULVERT
•••-•••
DRIVEWAY CULVERT
0
DROP INLET & STRUCTURE NO.
BENCH MARK
CURB
CURB & GUTTER
_ _ _ _
_ CLEARING LIMITS
a
I
PROPOSED PAVEMENT
EC-3A DITCH
- - -z - -
- EXISTING CONTOUR
DEPTH OF EC-3A DITCH
zoo
PROPOSED CONTOUR
EC-2 DITCH
240.55
VDOT STANDARD STOP SIGN
DEPTH OF EC-2 DITCH
PROPOSED SPOT ELEVATION
DRAINAGE PIPE
PRESERVED STEEP SLOPES
BENCH MARK
MANAGED STEEP SLOPES
VDOT STANDARD STOP SIGN
PEDESTRIAN/VEHICLE ACCESS
HANDICAP PARKING SPACE
PROPOSED CONCRETE
«
ASPHALT STRIPING
GUARDRAIL
EXISTING CONTOUR
D 11
PROPOSED FENCE
200
PROPOSED CONTOUR
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 A117.1-09 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 VDOLI 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)/BUILDING(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.
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
SCOTT/R. Ct-LLINS7'
Lie. No. 035791,E
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SCALE
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SHEET NO.
1
GENERAL NOTES:
1. THERE IS NOT FLOODPLAIN LOCATED ON THIS SITE PER FEMA
FLOODPLAIN MAP # 51003CO269D, DATED FEBRUARY4, 2005.
2. NO DAM BREACH INUNDATION ZONES ARE LOCATED ON THE PROPERTY.
2. A STREAM BUFFER DOES NOT EXISTS ON THE SUBJECT PROPERTY. I
3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL
INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF
UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS,
AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE
CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION AND
INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY SEWER,
STORM SEWER, AND WATER -SERVICE PIPING; UNDERGROUND
ELECTRICAL SERVICES, AND OTHER UTILITIES. THE CONTRACTOR
SHALL FURNISH LOCATION DATA FOR WORK RELATED TO PROJECT
THAT MUST BE PERFORMED BY PUBLIC UTILITIES SERVING THE
PROJECT SITE.
4. THE EXISTING CONDITIONS ARE BASED ON CURRENTLY APPROVED \
PLANS AND MAY NOT MATCH THE CURRENT, EXISTING
TOPOGRAPHY/LAYOUT ON THE SITE, SINCE THE SITE IS CURRENTLY
UNDER CONSTRUCTION. \
�-� MONTG
R r \ NATALI LANE
1 I I
PORTION OF ISTING
P RTION OF EXISTING ASPHALT Tf E REMOVED
\ I SIDEWA K TQ BE FEMOVED
/ ANAGREE-ME�IT HAS BEEN REACHED WITH 1 /
TGOMERY, RIDGE HOA FOR THE
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RIDENHOUR, TH A E1R '. __ _ _- - / .- _ __ _ --/ ALBEMARLE COUNTY/ / / _ __ — --- \ _ i \ \ \ \ 1`c 46-z6 \ \�� \ \ \ \ \ \\ \ \ \ \ \ I \ \ \ \
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- - _ - _- - - '/ TMP 46-26 - _ ELEVATIONS \ \ \ \ \ \ FINANCE ADMINISTRATION RM149 \ \ \ \ \
_ - i --iOUNTY OF ALBEMARLE _ \ ,. i / _ - T_MP-46 a4A, ' - / I// �SLQPE.S (TYP. / / ST CYO- \ / I \ \ \ D`. 1936, PG.6a9
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ASSOCIATION, INC
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EI OR I TMP 46D-4o �, REVOCABLE TRUST \ W }
EN YAN LIEBENGOOD JOHN DAVID D.B. N/A, PG. N/A W ¢
OR MARGARET LONDON ° 1 \ ` TMP 46D 35 z
4o8, PG. 385 ■ 4 TMP 46D-39
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w m I<RISHNI WIJESOORIYA J
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■ vwi I FI�-FI� LAUREN HEBERT DUNCAN I I
D.B. 5o65, PG. 334 \
■ z z + \ TMP 46D-Bi \ \ TMP 46136-A
EIP EIP MONTGOMERY RIDGE FOREST LAKES COMM
u I OWNERS ASSOCIATION, INC ASSOCIATION, INC
- - r- C/O WILLIAM J DALTON
- - - -
Q - - - - - - - - D.B. 186o, PG. 367 Lu
7 D.B. 3433, PG. 132
LOT 1
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"Q AN AGREEMENT HAS BEEN REACHED WITH
TMP46D-A2 l%1 MONTGOMERY RIDGE HOA FOR THE D DICATION
MONTGOMERY RIDGE
OF THIS PARCEL TOPUBLIC RIGHTOF YFOR
(1 ACCESS TO THE PROPERTY FOR THE PR POSED
OWNERS ASSOCIATION, INC- r DEVELOPMENT. THEPROPERTYW---BE
C/O WILLIAM J DALTON m DEDICATED FOR ROW WITH THE SUBDIVISION PLAT /
rn 50 FOR THE PROPERTY
D.B. 3433, PG.132 0 1/
LOT
NUMBER
LOT
AREA (sf)
BUILDABLE
AREA (sf)
1
20,117SF
12,904SF
2
23,101SF
5,867SF
3
24,358SF
13,912SF
4
20,569SF
16,264SF
5
20,303SF
16,041SF
6
20,197SF
16,220SF
7
20,561SF
7,741SF
8
20,118SF
11,047SF
9
21,447 SF
14,905 SF
10
23,823 SF
19,083 SF
11
23,935 SF
19,207 SF
12
40,394SF
32,123SF
13
25,230SF
16,751SF
14
24,070 SF
19,021 SF
PROJECT BOUNDARY LINE 7 w o �
'NO PARKING' PROJECT BOUNDARY LINE o
SIGN (TYP.)
261'
(P) STREET
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ELEVATIONS \ \ \
\ 30 0 15 30 60 SCALE
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170' 31'
( ) SHEET NO.
IN FEET
PROJECT BOUNDARY LINE
1 inch = 30 ft. 3
TMP 46D-48
STEEPER, DANIEL W &
KIRSTEN L RYAN
LIMITS OF EXISTING D.B. 5314, PG. 282
i WOODED AREA TO BE
PRESERVED WITH THE
/ DEVELOPMENT
(3.8 ACRES) - 27%
TMP 46D-49
MILLER, TIMOTHY & MARY JO
NATALI, TRUSTEES UNDER THE
MILLER NATALI LIVING TRUST
D.B. 5452, PG. 65
TMP 46D-B
MONTGOMERY RIDGE
OWNERS ASSOCIATION, INC
C/O WILLIAM J DALTON
D.B. 3433, PG. 132
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GRAPHIC SCALE
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\ 1
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\ CIAMARICONE, PAMELA
REYNOLDS
vv ASSET PROTECTION TRUST
\ \.B. 5295, PG.616
TMP 46D-47 \ \
\ ZIEGLER, DAVID O &
RENDA P ZIEGLER \
D.B. 5111, PG. 638
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D.B. 2986, PG. 223 CRITZER, LAWRENCE L
OR PRISCILLA A
TMP 46D-B
MONTGOMERY RIDGE
OWNERS ASSOCIATION, INC
C/O WILLIAM J DALTON
D.B. 3433, PG.132
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D.B. 3316, PG. 6oi TMP 46D-42 i TMP 46D-41
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REVISIONS
DATE REVISION DESCRIPTION
COLLINS ENGINEERING
�o�d ��Q
09/06/22 PRELIMINARY PLAT SUBMISSION - IST SUBMITTAL `�� 3
ko 200 GARRETT STREET, SUITE K.-CHARLOTTESVILLE, VA 22902-434.293.3719 a o
PROJECT
N C
N 01 C
z D oo MONTGOMERY RIDGE PHASE 4 - PRELIMINARY SUBDIVISION PLAT
0 0 Co' SHEET GRADING, DRAINAGE, & UTILITY PLAN
these glans end associated documents are the exclusive property of COLLINS ENGINEERING and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, Inclusive, but not limited to construction, bidding, and/or construction stakinc without the express written consent of COLLINS ENGINEERING.
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 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.
J. 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 ADD177ONAL
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 W/D774S SHALL BE INCREASED TO SEVEN (7) FEET.
5. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C).
6. WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1.
7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON 774E TYPICAL PAVEMENT SEC77ON 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
RECORDAT70N, 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.
)O.TRAFFIC CONTROL OR 07HER 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 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.
13.A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPEC77ON
SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECT70N PROCEDURE AND WI7H A VDOT OR COUNTY INSPECTOR PRESENT.
ROAD NOTES
GRADING.
1. THE LATEST ED177ON OF 7HE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICA77ONS SHALL GOVERN THE
MATERIAL AND CONSTRUCT70N METHODS OF THIS PROJECT.
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH
SUITABLE MATERIAL TO THE SA77SFAC77ON OF THE ENGINEER.
J. ALL GROWTH OF TREES AND VEGETA7ON SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD
INTERSECTIONS SHALL BE REMOVED.
4. ALL VEGETA7ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE.
DRAINAGE.•
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 CO-2 OR UD-4'S TO BE PROVIDED AS INDICATED ON THE PLANS OR WHERE FIELD CONDITIONS INDICATE.
J. 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 7RANSPORTAION SPECIFICA77ONS UNLESS 07HERWISE N07ED ON PLANS.
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER
COURSE.
PA VEMENT.-
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 COMPAC77ON BEFORE BASE IS PLACED.
J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA77ON FOR TYPE I, Il, OR III PRIOR TO PLACING AGGREGA7E BASE.
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLE77ON OF THE INSTALLAT70N OF THE
AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY.
5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE.
6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED.
7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 ® 0.3 GAL./SQ. YD.).
8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICA77ONS.
9. ENCROACHMENT: POSTS WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN
THE RIGHT OF WAY. ONLY ]HOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAYBE LOCATED WITHIN THE
STREETS RIGHT OF WAY.
NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO
BE STATE MAINTAINED:
I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED.
ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED.
III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED
BASE MATERIALS.
iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE
COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED.
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 THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE.
vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL TOP OF 4 7 INSPECTION. CURB
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE 2 R
ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. a A
viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE 13 ° °a `d .. . , <° 7„
ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. 1
< °
9 A
RIM
(VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT WHERE DOV T #57,#68, OR #78
ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. STONE BASE UNDER CURB &
2. ALL MATERIALS AND CONSTRUCT70N METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND CHECKED BY VDOT PRIOR TO
STANDARDS OF VDOT UNLESS OTHERWISE NOTED. PAVING AND/OR BACKFILLING.
J. EROSION AND SILTAT70N 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.STANDARD C G - 6
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 CURB 8c GUTTER
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 NOT TO SCALE
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 PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
SPLASH BLOCK DETAIL PROPOSED SM
NOT TO SCALE
Splash Block Instructions
Before installation of the Splash Block, or any
rain diverting accessory, make sure the grade
around the foundation slopes away from the
house. There should be a 6 inch fall in the first
10 feet from the house.
.E 10 Feet
Bin
Patent-K
for fitm
low
Water directing chevron pattern
reduces washout
AMERIMAX He
fr(
amerimax.com 1 800-347-2586 it
info@amerimex.com
SURFACE COUR
PROPOSED BM -
INTERMEDIATE COUR
PROPOSED 21-
BASE COUR
COMPACTED SUB-GRAI
PROPOSED 2" SM-9.
SURFACE COURS
PROPOSED 6" 21-
BASE COURS
COMPACTED SUB -GRAD
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1 1 I
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TRIP GENERATION
SCALE: 1" = 100'
TRIP GENERATION CALCULATIONS
TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (10TH
EDITION) - 14 SINGLE FAMILY DETACHED UNITS (CODE 210)
TOTAL ADT: 132 VPD (66 ENTER/ 66 EXIT)
TOTAL AM PEAK: 11 VPH (3 ENTER/ 8 EXIT)
TOTAL PM PEAK: 14 VPH (9 ENTER/ 4 EXIT)
(5' MIN.)
4" CONC.
5000 psi MIN.
. ,. °
4" 21-A STONE BASE
CONCRETE SIDEWALK
NOT TO SCALE
ASPHALT PAVING - ROADWAYS
NOT TO SCALE
ASPHALT PAVING - DRIVEWAYS
NOT TO SCALE
11 (TYP.)
SEE PAVEMENT CHART
FOR DEPTH OF EACH
PAVEMENT COURSE
R/W
R/W
+____(5
CONCRETE
SIDEWALK)
1 \
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SCOTT/R. Ct?LLINS'Z
Lic. No. 035791,E
9/06/22 �4
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Location
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Design
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SSV
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Base b a
Sub -base h a
Dp
Settlers Ridge Road
132
2
152
4
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2
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BM-25
1
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8
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11.55
Monaco Court
60
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80
4
4
5.97
SM-9.5
2
1.67
BM-25
1
1.6
21A
8
0.6
9.74
NOTE: PAVEMENT DESIGN FOR NEW SUBDIVISION STREETS SHALL BE DEVELOPED USING THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND
SECONDARY ROADS IN VIRGINIA AND MUST BE BASED ON IN PLACE MATERIAL AT THE TIME OF CONSTRUCTION.
1 /4": V
R%W
1 /4": V
C/L
(POINT OF
FINISHED GRADE)
1/4":1
3' (CG-6 10' CURB
_ANTIN CURB TRAVEL
STRIP) & LANE)
1 /4": V
fld
1 /4": 1'
2.5'
(CG-6 65'
CURB(PLANTING CONCRETE
-
& STRIP) SIDEWALK)
GUTTER)
F/C-F/C
40'
R/W-R/W
TYPICAL STRL'Z'T SUCTION - 40 ' PUBLIC ROAD RIX
(SETTLZRS RIDCE ROAD)
25 MPfI DESICN SPEED
(NOT TO SCALE)
6•
C% I
(POINT OF
FINISHED GRADE)
1 /4": 1' I 1 /4": V
2.5' 2.5'
(CG-6 10' 10' (Cc 6 6'
CURB TRAVEL TRAVEL CURB PLANTIN
STRIP) I & LANE) LANE) & STRIP)
GUTTER) 24' GUTTER)
F/C-F/C
49'
R/W-R/W
TYPICAL STRL'Z'T SBCTION - 43 ' PUBLIC ROAD RIX
(SE7777LZRS RIDCE ROAD)
25 MPfl DESIGN SPEED
(NOT TO SCALE)
1 /4": 1'
5' I '
(CONCRE
SIDEWALK)
1 /4": 1'
2.5'
(CG-6 6' 5'
CURB\PLANTNu CONCRETE
& STRIP) SIDEWALK)
GUTTER)
F/C-F/C
54'
R/W-R/W
TYPICAL 54 S�'CTION - 54 ' PUBLIC ROAD RIX
(ffOIVACO COURT)
25 MPfl DESIGN SPEED
(NOT TO SCALE)
LsTN
STRIP)
C% I
(POINT OF
FINISHED GRADE)
1/4": 1'
I
2.5'
(CG-s 12.5'
CURB TRAVEL
& LANE)
GUTTER)
1 /4": 1'
12.5
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SCALE
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