HomeMy WebLinkAboutSDP202100074 Plan - Revision 2022-05-04GENERAL NOTES
OWNER:
STANLEY MARTIN COMPANIES LLC
11710 PLAZA AMERICA DRIVE, SUITE 1100
RESTON, VIRGINIA 20190
DEVELOPER:
STANLEY MAR77N HOMES
404 PEOPLE PLACE, SUITE 303
CHARLOTTESVILLE, VA 22911
ENGINEER:
COLLINS ENGINEERING
200 GARRETT ST, SUI7F K
CHARLO7TESVILLE, VA 22902
(434)293-3719
TAX MAP NO.:
056A1-01-00-02600 (PORTION OF) - 4.874 AC
056A1-01-00-029RO (PORTION OF) - 3.109 AC
TOTAL AREA:
PHASE 11 = 21.022 ACRES
PHASE IIA = 4.953 AC (THIS SITE PLAN)
NOTE. PHASE I (RECORDED IN JANUARY 2020) IS 10.377 ACRES
ZONING.
R-6 RESIDENTIAL, STANDARD LEVEL - CLUS7ER DEVELOPMENT WITH FLOODPLAIN AND
STEEP SLOPE OVERLAY DISTRICTS.
PROPOSED USE: PHASE 11 (102 UNITS TOTAL - PHASE //)
64 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS (VILLA AND TOWNHOUSE UNITS)
38 SINGLE FAMILY DETACHED RESIDEN77AL UNITS
PHASE IIA (THIS S17E PLAN)
14 SINGLE FAMILY ATTACHED RESIDEN7IAL UN17S (VILLA AND TOWNHOUSE UNITS)
10 SINGLE FAMILY DETACHED RESIDEN77AL UNITS
DENSITY- OVERALL DEVELOPMENT - ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPERI
= 6 DU/AC
PHASE I RECORDED ACREAGE = 10.377 ACRES & 50 UNI7S
PHASE ll & IN GROSS ACREAGE = 31.091 ACRES (GROSS ACREAGE)
PHASE ll & 111 NET ACREAGE = 30.798 ACRES (NET ACREAGE)
OVERALL NET ALLOWABLE DENSITY = 41.175 ACRES x 6 UNITS / ACRE = 247 UNITS
OVERALL PROPOSED NET DENSITY = 247 UNITS (50 UNITS - PHASE 1, 102 UNITS -
PHASE II, & 95 UNITS - PHASE Ill)
PHASE IIA (THIS SITE PLAN)
ALLOWABLE NET DENSITY = 6 DU/AC x 4.953 AC = 29 UNITS
PROPOSED NET DENSITY = 24 UNITS / 4.953 AC = 4.85 DU/AC
OPEN SPACE: PHASE II
OPEN SPACE REQUIRED = 21.02 AC x 251'. = 5.26 AC
OPEN SPACE PROPOSED = 2.98 AC (14.27)
GREENWAY AREA = Z07 AC (33.6%)
GREENSPACE PROPOSED = 10.05 AC (47 8%)
PHASE IIA (THIS SITE PLAN)
OPEN SPACE REQUIRED = 4.953 x 257 = 1.24 AC
OPEN SPACE PROPOSED = 2367 AC (47.5%)
N07E' OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. AL
OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN Ti
SUBDIVISION AND NO OPEN SPACE IS PROPOSED TO BE DEDICATED PUBLIC SPACE.
PRESERVED/MANAGED SLOPES: THE PRESERVED SLOPES AND MANAGED SLOPES ARE SHOWN ON SHEET 2.
THERE ARE NO IMPACTS TO PRESERVED SLOPES WITH THIS PLAN.
BUILDING HEIGHTS., MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET
SETBACKS. FRONT. 5' MINIMUM (25' MAXIMUM FROM R/W OR EDGE OF SIDEWALK)
SIDE: NONE - MIN. 10' BUILDING SEPARATION (ANY BUILDING THAT EXCEEDS 35' IN
HEIGHT SHALL BE SEPARATED FROM ANY 07HER BUILDING BY 10' PLUS 1' FOR EACH
FOOT THE BUILDING EXCEEDS 35' IN HEIGHT)
REAR: 20' MINIMUM
GARAGE: 18' MINIMUM FROM THE R/W OR THE EXTERIOR EDGE OF 7HE SIDEWALK
SUBDIVISION STREETS: CURB & GUTTER
WATERSHED: LICKINGHOLE CREEK WATER SUPPLY WA7ERSHED
AGRICUL77JRALI FORESTAL DISTRICT.- NONE
TOPO & SURVEY. THE BOUNDARY LINE, PARCEL INFORMA77ON AND TOPOGRAPHY WERE PROVIDED BY
ROUDABUSH, GALE AND ASSOCIATES IN JANUARY OF 2019. INFORMATION WAS FIELD
VERIFIED BY COLLINS ENGINEERING IN DECEMBER OF 2021. A BOUNDARY LINE
ADJUSTMENT PLAT WAS CREATED BY ROUDABUSH, GALE AND ASSOCIATES IN FEBRUAR
OF 2021 FOR THE PHASE IIA SITE AREA.
DATUM. NAD 83
EXIS77NG VEGETA770N.
LIGH77NG.
PARKING
PHASING
BUILDING SITES
BURIAL SITES:
STREAM BUFFERS:
FLOODPLAIN.
RETAINING WALLS:
LANDSCAPING:
TRASH:
RECREA77ON AREA:
1P.1»�i[•Z/1�y1.7�6�
LAND AREAS
FIRE FLOW.•
ISO CALCULATIONS
PAR77ALLY WOODED K17H (2) RESIDENCES ON THE PROPERTY AND EXIS77NG GRAVEL
DRIVEWAYS PHASE l IS CURRENTLY UNDER CONSTRUCTION.
NO STREET LIGH77NG IS PROPOSED WITH THE DEVELOPMENT. ALL PORCH LIGHTS MUS;
MEET THE REQUIREMENTS OF SEC77ON 4.17 AND BE BELOW 3000 LUMENS.
PHASE ll
64 SFA UNITS = 128 OFF-STREET PARKING SPACES REQUIRED
MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE
TOTAL PARKING PROVIDED: 128 OFF-STREET PARKING SPACES
GUEST SPACES: 1 SPACE PER 4 UNITS = 16 SPACES REQUIRED
GUEST PARKING SPACES PROVIDED:
1. ON -STREET PARKING ALONG MCCOMB = 26 SPACES
TOTAL GUEST PARKING PROVIDED = 26 SPACES
TOTAL PARKING REQUIRED: 192 SPACES + 24 SPACES = 216 SPACES
TOTAL PARKING PROVIDED: 192 SPACES + 37 SPACES = 229 SPACES
NOTE. THE ADD177ONAL PARKING PROVIDED WITH 7HE PHASE I DEVELOPMENT DOES NO
EXCEED 207 OF THE REQUIRED PARKING.
ON STREET PARKING AVAILABLE WHERE INDICATED BY SIGNAGE, SEE SITE PLAN SHEET
FOR SIGNAGE ALONG MCCOMB STREET.
PHASE H SHALL BE DEVELOPED WITHIN 3 PHASES.
CURRENTLY, THIS PROPOSED PLAN INCLUDES PHASE IIA.
PHASE I IS CURRENTLY UNDER CONSTRUCTION AND PHASE 3 WILL BE THE RESIDUE
PARCELS.
EACH LOT SHALL CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS
SEC77ON 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
A CEMETERY EXISTS ON 7HE RESIDUE PROPERTY (PARCEL IMP 6A-1-26). 7HE
CEMETERY SHALL REMAIN AND WILL BE PRESERVED WITH THE DEVELOPMENT. SEE
EXIS77NG CONDITIONS AND S17E PLAN SHEETS FOR LOCA77ON OF CEMETERY.
THE 100' STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH
THE ALBEMARLE COUNTY WATER PR07EC77ON ORDINANCE
A POR77ON OF THE RESIDUE PROPERTY IS LOCATED WITHIN A FLOODPLAIN ZONE AS
SHOWN ON FEMA MAP#51003CO229D, DATED FEBRUARY 4, 2005.
RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT. NO RETAINING WALLS
PROPOSED WITH THIS SITE PLAN FOR PHASE IIA.
STREET TREES ARE PROPOSED WITH THIS S17E PLAN ALONG THE NEIGHBORHOOD STREETS
IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS SET FORTH IN
SEC77ON 32.Z9 OF 7HE COUNTY CODE, SEE SHEET 7.
I�CN:/Sii�Y.'lA�.'!�%�►��//v�ll9l�I/I ►�/:7[Y:LK�Iv/�►/Pl�i
RECREA77ONAL AMEN177ES HAVE BEEN PROVIDED WITH THE PHASE I DEVELOPMENT
INCLUDING A CLUBHOUSE, RECREA77ONAL FIELD, AND TOT LOT. PHASE ll WILL ADD TO
THESE AMENITIES WITH A PASSIVE RECREA77ONAL AMENITY. A TRAILWAY SHALL BE
CONSTRUCTED ALONG THE STREAM PROVIDING A PEDESTRIAN CORRIDOR THROUGH THE
FLOODPLAIN AREA AND NATURE TRAIL.
PHASE Il
PROPOSED ROADWAY.• 107,632 SF
PROPOSED SIDEWALK: 31,251 SF
PROPOSED BUILDINGS. 161,712 SF
PROPOSED DRIVEWAYS., 46,692 SF
PHASE IIA
22,063 SF
8,429 SF
30,840 SF
6,471 SF
TOTAL IMPERVIOUS AREA: 347,287 SF (36%)
67,803 SF (31%)
PHASE 11
PHASE IIA
RIGHT-OF-WAY., 176,676 SF (4.06 AC - 19.3%)
36,021 SF (0.83 AC -
16.8%)
LOTS. 355,799 SF (8.17 AC - 38.9%)
74,912 SF (1.72 AC -
34.7%)
OPEN SPACE: 130,512 SF (3.00 AC - 14.3%)
28,747 SF (0.66 AC -
13.3%)
GREEN WAY.• 30,7969 SF (Z07 AC - 33.6%)
78,241 SF (1.80 AC -
36.37)
EXIS77NG FIRE FLOW AT HYDRANT LOCATED ONS17E IS 3,240 GPM AT 20 PSI.
THE MAXIMUM REQUIRED FIRE FLOW FOR THE PROPOSED USE, BASED ON ISO
CALCULATIONS, IS 1100 GPM.
PLEASANT GREEN -PHASE 2A
FINAL SITE PLAN
WHITEHALL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
1) 774IS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FOREST DISTRICT.
2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED.
3) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE.
4) STREET TREES SHALL BE PROVIDED ALONG ALL PUBLIC STREETS 40' O.C. IN ACCORDANCE
WITH VDOT AND ALBEMARLE COUNTY STANDARDS.
5) THIS PROPOSED IS NOT LOCATED WITHIN A DAM INUNDA77ON ZONE.
TRIP GENERATION CALCULATIONS
AM RATE
AM PEAK RATE
PM PEAK RATE
CODE210: SINGLE FAMILY DETACHED UNITS
9.44
0.74
0.99
35SVPD
28VPH
38 VPH
PROPOSED-DWELLING UN ?B ITS
(1T9 ENTER/179 EXIT)
(T ENTER/21 EXIT)
(24 ENTER/14 EXIT)
CODE 220: SINGLE FAMILY ATTACHED UN ITS
7.32
0.45
0.56
468VPD
30VPH
36 VPH
PROPOSED -fi4 DWELLING UNITS
(2M ENTER/2M EXIT)
(8ENTER/22EXIT)
(24 ENTER/12 EXIT)
826 VPD
58VPH
74 VPH
TOTAL: 1M PROPOSED DWELLING UN ITS
(251 ENTER/251 EXIT)
(15 ENTER/43 EXIT)
(48ENTER/26EXIT)
'TRIP GENERATION CALCUTATIONS BASED ON ITE TRIP GENERATION MANUAL (SOTH EDITION)
SHEET LAYOUT
SCALE: 1" =60'
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 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.
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JARMAN GRANT WAYLAND PARK
GAP ESTATES
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BARGAMIN PARK Tm
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PARKSIDE
VILLAGE
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VICINITY MAP
SCALE: 1"=2000'
Sheet List Table
Sheet
Number
Sheet Title
1
COVER
2
EXISTING CONDITIONS
3
LAYOUT & UTILITY PLAN
4
GRADING & DRAINAGE PLAN
5
SITE NOTES & DETAILS
6
UTILITY NOTES & DETAILS
7
LANDSCAPING PLAN & DETAILS
7 TOTAL SHEETS
NOTE: IN ACCORDANCE WITH THE 2018 INTERNATIONAL FIRE
CODE FOR VIRGINIA, APPENDIX D FOR FIRE APPARATUS
ACCESS ROADS, A DEVELOPMENT MAY EXCEED 30 DWELLING
UNITS ON A SINGLE PUBLIC ACCESS WITHOUT HAVING TO
PROVIDE A SPRINKLER SYSTEM FOR THE UNITS IF IT WILL
CONNECT WITH FUTURE DEVELOPMENTS AND IS
DETERMINED ACCEPTABLE BY THE FIRE CODE OFFICIAL. THE
CURRENT PHASE I DEVELOPMENT IS PROPOSING 50 SINGLE
FAMILY ATTACHED UNITS FROM THE EXISTING PUBLIC
ACCESS ON BLUE RIDGE AVENUE. PRIOR TO ANY
ADDITIONAL UNITS BEING CONSTRUCTED ON THE PROPERTY
(PHASE II), A SECOND ACCESS CONNECTION SHALL BE
CONSTRUCTED TO THE DEVELOPMENT, PROVIDING TWO
POINTS OF CONNECTION TO THE DEVELOPMENT.
LEGEND
EDGE OF PAVEMENT
CURB
PROPOSED ASPHALT PAVEMENT
EXISTING VEGETATIVE/LANDSCAPE BUFFER
GREEN WAY BUFFER
PROPOSED EASEMENT
Q DROP INLET & STRUCTURE NO.
DRAINAGE PIPE
BENCH MARK
VDOT STANDARD STOP SIGN
61
PROPOSED HANDICAP PARKING SPACE
«
PROPOSED ASPHALT STRIPING
zoo
EXISTING CONTOUR
200
PROPOSED CONTOUR
506.71 TC
506.21 EP
PROPOSED SPOT ELEVATION
TBC DENOTES TOP/BACK OF CURB
T/B DENOTES TOP OF BOX
506.71 Tw
506. 21 Bw
PROPOSED SPOT ELEVA7ON
TW DEN07ES TOP OF WALL
BW DENOTES BOTTOM OF WALL
PRESERVED STEEP SLOPES
MANAGED STEEP SLOPES
PEDESTRIAN AND VEHICLE ACCESS
PROPOSED CONCRETE
PROPOSED & EXISTING GUARDRAIL
PROPOSED FENCE
O O OO OO 100 YR. FLOODPLAIN
APPROVALS I DATE II
DEPARTMENT OF COMMUNITY DEVELOPMENT
ENGINEER
I ALBEMARLE COUNTY SERVICE AUTHORITY 1 II
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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.
z. 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 ATALL 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 13FT 6 INCHES; 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.
5. 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.
MCCO
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N CONTRACTOR SHALL VERIFY ALL TIE -INROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER \ \ \ \ // / ! ! / / / \ \ U) Q
CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES
PROPOSED LOT LINE (TYP.
• Dse "D.
BETWEEN THE EXISTING ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR SHALL \ \ \ \ i / / /!/ LOT /! \ b �� ~
CONTACT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE 3i / / �j ! / / j \�LJ D D, , / \ w W
OR PAVEMENT BEING PLACED, \ \, \ \�\\ / !// % / ✓ // / \ 9L �^ j \ S <
\ / / / / \, 8 \ \ J
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THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. \ S \ / i / /So / / / ♦ Q O—
\ 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND
DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING \ \ D ,
FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY P HAS E I IA O \ \ S \ \ \ \ /j // / / /�� \ a Qo ` CD
SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. \ \ \ / /// LOT / / \ `` d ® N
4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. \ �6' \ \ / // / / /
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ALL WATERLINES SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL 66 j ✓ / \ )�
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DRAINAGE DESCRIPTIONS
PIPE INFORMATION
INLET INFORMATION
STR. NO.
DIA.
(in.)
LENGTH*
(ft.)
SLOPE
(%)
INVERT
IN
INVERT
OUT
MATERIAL
INLET TYPE
RIM
ELEVATION
YD-1 B
12" Yard Drain
717.00
12
65.80
4.06%
714.00
711.33
HDPE
YD-1A
12" Yard Drain
714.33
12
47.80
2.09%
711.33
710.33
HDPE
YD-1
1
12" Yard Drain
713.33
12
1 41.30
1 2.01%
1 710.33
709.50
HDPE
b w
a Ln
JOB NO.
182154
SCALE
III = 30'
SHEET NO.
4
/�
EXIST. GROUND
EXIST. ROUND
Pavement Design
RF= 1.0
Location
ADT
HCV
Design
ADT
CBR
SSV
Dr
Surface h a
Base b a
Sub -base h a
Dp
Rambling Brook Lane (Public Road)
900
2
920
4
4
14.47
SM-9.5
1.5
2.25
BM-25
3
21A
8
0.6
14.93
Litchford Road (Public Road)
150
2
170
4
4
8.59
SM-9.5
1.5
2.25
BM-25
3
#2.25
21A
6
0.6
13.73
Renwick Lane (Private Road)
150
2
170
4
4
8.59
SM-9.5
1.5
2.25
BM-25
3
21A
6
0.6
13.73
5' WIDE CONCRETE
SIDEWALK
4" WOT 21A
STONE BASE sTpME s`TaME
qSE SUBBASE 5E�
6 6 -82.5 B2 5
(TR0' ,0•
AVEL LANE) (TRAVEL LANE)
1 24' F/C-F/C
49' R/W
TYPICAL NL16Hg0RfI00P S'TRLTLTT SUCTION (49' R/r)
RA&BLINC BROOX LANE & LITCHFORD ROAD (ALL PUBLIC ROADS)
GS--SSAR RESIDENTIAL & AIIXFD USE SUBDIVISION STREET DESIGN SPEED.' 25 JfPH
NO PARTYING PERJfITTED
NOT TO SCALE
5' DUDE CONCRETE
SIDEWALK
NOTE: PROPOSED LANDSCAPING TO
UTILIZE OUTER 3' OF PLANTING STRIP
PER 3' CLEAR ZONE REQUIREMENT
CG-6
3' CURB & GUTTER
CLEAR ZONE
2% 2%
6' PLANTING -'I
STRIP
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.
3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR
TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A
NATURAL WATERCOURSE.
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD
VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE
OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE
INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER
WiDTHS SHALL BE INCREASED TO SEVEN (7) FEET.
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B
OR C).
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD
PE-1.
7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL
PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO.
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR
THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL
DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL.
10.TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE
OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT
ACCESS.
11.THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 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 INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT"S VIDEO CAMERA
INSPECTION PROCEDURE AND WiTH A VDOT OR COUNTY INSPECTOR PRESENT.
GENERAL ROAD NOTES:
GRADING
1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT
OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT.
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.
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 INTERSECTIONS SHALL BE REMOVED.
4. ALL VEGETATION 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 CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD
CONDITIONS INDICATE.
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.
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 COURSE.
PAVEMENT
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.
STEEL BOLLARD DETAIL
NO SCALE
3/1G" STEEL PLATE WELDED
TO POST & GROUND SMOOTH
2-1/2' DIA- GALVANIZED
STEEL POST. PAINTED WITH
2 GOATS OF PRIMER
AND INSIGNIA YELLO
I
3/4' DIA.
W STEEL PIN / HEAtl
W/ 3 /8' DIA- HOLE FOR
LOCK LOOK
FINISH SURFACE -� �CN.LC-)
3' DIA. GALVANIZED - _
STEEL PIPE SLEEVE
CPAINT A60VE GROUND i
PORTION SAME AS POST)
CONCRETE FOOTING
3/1G' STEEL PLATE WELDED T-
TO SLEEVE 12'
NOTE: DRILL A 13/1G' DIA. HOLE THRU
BOTH THE POST AND SLEEVE FOR
PIN PLACEMENT.
POINT OF CG-6
FINISHED GRADE CURB & GUTTER 3'
CLEAR
SURFACE
2X 2X
6' PLANTING
STRIP
EXIST. GROUND
EXIST. GROUND
POINT OF
RIW CURB &GUTTER C/t FINISHED GRADE
CG-6
CURB &GUTTER
i 4"'1' i 4"'1'
4;'A T 4.
1' BAD ST
2.5 10, n' &
' 20 E/P-E/P l
27' PRIVATE
TYPICAL ALLL'Y S.97MONAD R W 27' PRIVATLT ROA
ALBEMARLE COUNTY "AWfCA` LANE (PRIVATE ALLEY)
15 HPH DESIGN SPEED
GENERAL CONSTRUCTION NOTES NOT TO SCALE
1. PRIOR TO ANY CONSTRUC77ON W77HIN ANY EXISTING PUBLIC RIGHT-OF-WAY,
INCLUDING CONNEC77ON TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM
THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON (VDOT). THIS PLAN AS DRAWN MAY
NOT ACCURA7ELY REFLECT THE REQUIREMEN7S OF THE PERMIT WERE ANY
DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MA7ERIALS AND CONSTRUC77ON METHODS SHALL CONFORM TO CURRENT
SPECIFICA77ONS AND STANDARDS OF WOT UNLESS OTHERWISE NOTED.
J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE
WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO
ANY CLEARING, GRADING OR OTHER CONS7RUC77ON.
4. ALL SLOPES AND DIS7URBED AREAS ARE TO BE FERTTLIZED, SEEDED, AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2.' 1 (HORIZONTAL: VER77CAL). WHERE
REASONABLY OBTAINABLE, LESSER SLOPES OF J.-1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZA7TON MAT LINED DITCH MAY BE REQUIRED WHEN IN
THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN
ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL 7RAFRC CON7ROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR
UNIFORM 7RAFE7C CONTROL DEVICES
8. UNLESS OTHERWSE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE
PIPE -CLASS III.
9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA
STANDARDS FOR THE C0NS7RUC77ON INDUSTRY (29 CFR PART 1926).
PROPOSED STATE MAINTAINED ROADS:
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
PLACEMENTOFTHE 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 INSPECTION.
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM
OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION
TO SCHEDULE AN INSPECTION.
viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL
REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF
VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE
MAINTENANCE.
MEWAK OR SIDEWALK SPACE
EWE OF NAME NIGHT
CG W
Tx I
NT
C E.
LIMITS OF PED. LIMITS CE PEG.
MIMEOS ROUTE® ACCESS ROUTE
IMAVED SAME NON-rI ENEBERG DLE � UNPAVED PACE
EMf RNICE - l
LIMITS OF PER. LINKS OF PER.
CHESS ROUTE® NON -TRAVERSABLE/ ACCESS ROUTE®
PEDESTRIAN ACCESS ROUTE DETAIL WITH &
WITHOUT UNPAVED SPACE
M01101µ PoSHT-O-WAY IS RE IHEO IP NNE UINITS 2,-D„
O PEPESTRUN ACCESS MXRE E%TEND BElY1XD M y
EXISTING OR PROPOSED VDOT RX I or WAY.
JIM PEDESTRIAN ACCESS FIGURES PROVIDE A CONTINUOUS
UNINS
TRUCTED
STABLE FIRM MO RLN RESISTANT
PAIN TY TFUT fC Pll'ACCESSIBLE ELEMENTS OF A
4'^'4e'
4eP 4 9 .
FMILITT THAT CM BE MPROMIEO. ENTERED MO
USED BY PELESIMW6-P Ac2ss ROUTE Is ADJACENT
TO BACK OF Wfle, MINIMUM NDrx s,Gum BE S. SECTION F-F
C �J
HALF PLAN
E B PEDESTRIAN ACCESS POUTES RR WE BONG p•.p
PROVIDED A MNYUM Y TGVER53HLE W WE
6 REWPID WITH AMU. 2X CROSS ROE.
'T^�
WHEN USED IN CONJUNCTION WITH STANDARD
PARCG-3 OR CC LXE LUF® FACE ON THIS
POLIO STNDAND Is YO BE ADJUSTED 0 MAC
TE
lw
MOUNTABLE CURB COKOURATNNJ,
Y'b 4Yr)'e
"
NORMAL GUTTER
SECTION E-E
e'.
9 eYSY
•OS TO 10% CHARGE
TL�N3"
e9e
a eYY^Pe4e4644e Ng4'PeY e•
• "vBS�
CLASS M N.E.S.I BOND.
BY AGGIL BALE TYPE I SIZE
210
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® PONT O W/CE CrvMGE
.
12i MAY. SLOPE 5--0"
FCR CMB WD GUTTER DULY E
P
F TT
WLi
z L tP % MMWW NLTEME IN MOPE AT MINIMUM 10INTERVALS
4e�g4o9a
SECTION
SEECTION C-C
' SE X 3 z MAXIMUM THEME
DELR�EUE Ecc¢onsqurNnuT n MITER
KS
Fax ROUT.
SECTION D-D
BEWIGEIN
RE A N E
STANDARD
ENTRANCE GUTTER
�VO�
ROId MO BODGE STMOA90S
REVISION OWE
SHEET 1 OF 1
5W
203.02
VIRGINIA DEPARTMENT O TRWBPgirAlaN
OJ/15
PROPOSED B..S" SM-g.SA
SURFACE COURSE
PROPOSED 3" BM-25
INTERMEDIATE COURSE
PROPOSED 6"-8" COMPACTED
AGGREGATEBASE COURSE
COMPACTED SUBGRADE
ASPHALT PAVING - PROPOSED PUBLIC ROADS
NO SCALE
PHASE III
(FUTURE)
..✓ -..1_ !t\T Eit{„?C O DIN- Dr'
L -AR�� sB sA
; or ar
.� LED LOT VY
��-\ \
^I
VG
n
LDT
) ]= P
\LEI
CUT
W.,
EW
TOP OF CUT PAT LIMITS (rYPaµ)
CUr OUTLET H T RC TO
^E (PAVEMENT BEGIN NTH 450
BBGGRME IT H LINE ELBOW
FLL
EDGE BE PAVEMENT
CROSSORNN CD-1 AT LOWER END OF CUTS
CENTER LINE SECTION TRAVEL LNEs 1r3.0
IWITX TYPE ISELECT MATERNLI
45. r---
TRENCH PLACEMENT Av N PAY FAIR FOR
OUTLET FIVE TO
SHOULDER LINE \ EEGGINWITH MST
r PAVEMENT 91IRFµ£ ` BAyE H LN TIDE OF FLL
SWBME W-@
7 MORE
I. SELECT MATE OR MARREDRR ITIPICALI
o GLASS
MEE TE. %B MDAMN R OR LRU920
':..� GLASS MEETING pB GRMATNIN REQUIREMENTS. PLAN VIEW,
LEDTE%TILE DRAINAGE FABRIC (PLACEMENT OF CD-1 CROSSDRAIN)
OR
f. PAVEYEXT SIAFACE Y BASE
r SUBBASE OR CEMENT STABLIIED SUBBASE
o d'o"a"o�o LEMEHi OR LIME 4TI112Ep1
jjoMDEDTR%nLE 05)-CREGAE, NB MOREGATE OR CRUSHED
DRMIOEE SLABS MEETING NE GRADATION REQUIREMENTS. GENERAL NOTES
BALL
1. UNLESS SPECIFICALLY INDICATED. CROSSWILL
ST BE
LOCATED AT THIS PONT WHEN BOTH SUBBASE AORWRAE ME STABILIZED.
2. TRENCH SHALL BE FILLED WITH AGGREGATE AMID THROATILY HALO TARRED TO
INSURE COMPACTNESS
NON -PERFORATED OUTLET PIPE T OUTLET ME SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT NO
SHALL BE PLACED ON A GRADE PARALLEL TO ME SHOULDER SLOPE 2 %MN. 13 %
DES.,
A ON CURB ANDGUTTER SECTIONS WHERE N IS IMPOSSIBLE TO OTHERWISE PROVIDE
OU LETS PER CROSSGRNNS, THEY ME TO RELOLAIEO 50 0.5 TO DRAW INTO DROP
PETS CR MANHOLES.
5, ON SUPEREIEVRW SECTIONS TRENCH R TO BE UNDER ENTIRE PAVEMENT AREA
I. WRITE RE xx TO PSI xxx WITH OUTLET PPE ON LOW RIDE ONLY.
S. INVEST ELEVATION AT OUTLET END OF OUTLET RR 70 PE A MINIMUM or r-0" MoNow
INTENT ELEVATION OF RECEIVING MAMAGE DITCH A STRUCTURE.
N WALL RECORDS NXI -RICHES ), ALL CONNECTIONS (ELBOWS, WYES.ETC.) WITHIN PAY AIDS FOR OUTLET PIPE ME TO
BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PPE.
Y MN TESTED ADMIRING TO MIN D-2Al2 AT 52 DEFLECTION.
e. WTI£T PIPE O R sCcuXELY CONNECTED O Ew-IMP OTKR GRAMME
STRUCTURE.
XVDOT BPECFIGION
WAD AND BRIDGE STANDARDS STANDARD CROSSDRAIN MEEREXLE
BEET 7 OF I REVISION DATE (AT LOWER END OF CUTS) 3S3
MIS ml
%pLw VIRGNIA OEPMTMENT OF TRANSPORTATION )Ot
CO -It
NOTEWHENA PA ACCESS
CONENN EROUTE
NTRANCE
CROSSES A COMACIAL ENTRANCE
THE CRISIS STONE SHALL BE 2X FIRM
A WIDTH OF 5 FEET.
'b'+'1 MST
GENERAL NOTES
OF APPROACH SAME SURFAcnG
IRMIUR TO BEM A5 MAINLINE NJIDWAT (SEE NOTE 3) IMAM
OX PILOTS(
t TO BE AS
O WIHIS TH H STTANDAR CG 1
1. WHEN USED E CASEFACESTANDARD l0
910'IT ON R S)
�`
BEM SEED TO MATCH THE MOUNTABLEDM
CG-2 OR CO.6
CONFIGURATION.
_ _ _
/
2. SEE STANDARD CG-12 FOR GAS RAMP DESIGN TO BE
i SIDEWALK
USED WITH THIS STANDARD.
INGUE
N]TE 51 WIIWAL UNPAVED SAKE
F. Fnw LEES
3, MAINLINE PMEYENT RI BE CONSTRUCTED TO THE
RM THE MT BORGMf RTMLI2KION
�� ---- a }---
[EXCEPT
REQUIRED FEW MNEIM PAVEMENT YEMEN CM BE
EXPNBSH
E3•X,PMSION
OMITTED IN THE ENTflMCE.I
.DINT SE
d. RA➢IK OURS OR COM3INATIOI CURB MG BETTER
--
MEET! WITH "B" 2'-O" OR AN CA MNRIHE M.EXCEM
SHALL RIOT BE COxsEROcrEO PEYOND TPE R/W LINE
Fd2 rERADENINE PURPOSES.
SHOWN ON TYROK SECTION. ArN
PLAN V
VIEW
ENTRANCE NOTES
S. WHEN TXE ENTRANCE RANI CANNOT ACCOMMODATE THE
W TERNRE ANTICIPATED rvEv MUCK
WRENENiS OP ANTICIPATEDANTICIPATED
MNNLIK ROADWAY SLOPE
D'PIRMOLIC INVE (ENTRANCE OILYI
iRKFI FEE DEPTH FOR SIDEWALK a CURB PUMPSC
WITHAL IRE LIMITS (MIRE RMIIREVLN BE
WON TO J". (SEE CC-OI
WE YM 0
DPTIO PLOW LI:EOR - p
6. PLANS ME TO INDICATE WHEN CONSTRUCTION OF A FLOW
MNNI IRE RDI➢NA-�
T
(SEE
-- -NJTE 11
NE IS REWFEp i0 PROVIDE PoSITIVE DRAINAGE µROBS
THE ENTRANCE.
0
BLRX/OE ®
7, THE DESIRABLE MD MAXIMUM ENMMCE GRADE CHANGES
CHANGE �-�.
ARE DE
NOT
o
r°l.
MILE.. THESI VUE ALUES ARE �LICABLEEO STREET
y M 20' MNWM FACCEN
CWEKOK ENTRANCE
TION NOECTIONS.
INTERSECTION TES
C
S. WHEN CG-M1 Is USED FOR STREET CWRECTIOxs THE
CHANGES W CONSTRUCT GRADE CHANGES NTH A PMAH"LC CRAVE.
DOMINICTIBM MST BE DESIGNED IN MCORDMCE NTH
M91T0 POLICY AND THE APPLICMLE REWIRXWMTS
CE THE VOOT ROM DESIGN INC NoSTOPNNE
SECTION A - A
sKAIT DISTANCE WO K VALVE REQUIREMENTS.
R. OPTENK FLOTN E MAY REQUIRE WARNING OF A
WTERD O PROVIDE POSITIVE ORNNM.E
IMIRECTCN.
B
ACROSS TXE
ACROSS THE
IIIT_IIIQ
ALLOWABLE ENTRANCE GRADE CHANGES
/
CLM9 AT .V 'L' .
RS
IX.E.S.I A ...' e ' .i.
COMM `' ' '
-
SECTION C-C
ENTRINCE V0.NE
GRADE C..I
'D"
DESIRABLE MAT
NIq
MORE ixM 1500 VPD
05
3i
UEDIUN
500-1500 WO
LON
LE441XM SW VP°
SBY
NS
NOTE: µED MIT ENTRANCE GRADE FAR r B MT
APPLSAYE TO STREET CONNECTIONS
PEcricARKIR `VAT
REFERENCE METHOD OF TREATMENT ROAD AND RIDGE STANDINGS
502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES( RevBN oAFE SHEET 1 of ,
VIRGINIA DEPARTMENT OF TRMSPORTATER 02/10 20] 04
IPHASE II
1 1' 1 6" 1 2' I
STANDARD CG-6 CURB & GUTTER
NO SCALE
CD-2
LINTS BE PAY FOR
PAVEMENT _S� OUTLET PIPE
auMARE TOP OE - V"
CGWIXATIJN WOERORNH 'P
suBDRME
TUT OF FLL
W-12 Jf-';
FLL
DITCH
IIYRCKI� lT SWULOER LINE
LINE
ly EDGE OF PAVFIEXi
CROSSDRAIN CD-2 ON FILLS
CENTER LINE SECTION
I �r�RO TRAVEL LAMES
(WITH TYPE ISELECT MANNA)
----4---a-1--------k---
EDGE BE PAVEMENT
TRENCH PLACEMENT
SHOULDER ENE
R11 1-4 TDE Or Fu
�PAVENENi SURFACE E BAY
/
y1BB.V^E
LIMITS BE PAT FOR
OUTLET ME
.4. 4. 4�0•
r SELECT GTENµ TYPE IDGB
PLAN VIEW SHOWING PLACEMENT OF
CD-2 CROSSDRNN
' %SJ PDCREGTE. SB MCRECATF OR ONSLED
•p-0..
GLASS MEETING XB GRMATMM! REQUIREMENTS.
OEOTE%TLE
RANNAS
NON -PERFORATED OUTLET PIPE
B ]C
OR
14
-PAVEMENT 5111610E N BASE
SUBBASE OR CEMENT STPHLDEED
SURNAE
e.4o�o
PE. DR AADRIDE
M WALL THICKNESS (MIN) - INCITES
a.;.o. o
111-NIMOR IT E IT>alJEm
NNW TE57D AVOIDING TO MIN 02412 AT 5%DEFLECTON.
XITAS ED TE
IS AGGREGATE A CHUNTE°
GEOTEKiLE ELMS MIIW RB ERMATIM REQUREMENT&
PNNAOE 1•-p••
ARXC
GENERAL NOTES
L TRENCH SHALL BE FILLED WITH AGGREGATE WHO THROUGHLY IWS TAPED TO
NST RE COMPACTNESS.
APPROACH A/B PAVEMENT
2. OUTLET PIPE STALL BEGIN AT THE EIXS CE THE TRAVEL LIRE PAVEMENT MD
SHALL BE PLACED ON A GRAE PMALLEL r0 THE SHOULDER SLOPE z i MIN
OE4FAILED GRADE.
HtIDGE :- SURNAME
S ON CURB NO GUTTER SECTIOM.WIERE IT IS PRESSURE TO ONETIME PROVIDE
- COQ
OUTLETS FOR CROSSDRAIS. THEY ME TO BE LOCATED 50 AS TO CRµI INTO ORCP
CD-2 -
INLETS PI MANTOI
S p OFEGO BAY M., BE L TYPE I
-I SRE N0. 2E B" NN. CEPTX]
4. ON SU VATEO 9ELTWNS TRENCH 15 i0 BE UNDER EMFE PAVEMENT WEA
I'
OUTLET
WITH DunET PIPE Bx Law ME oar.
5, INVERT ELEVATION AT OUTLET ENO OF OUTLET PALE r0 BE A MINIMUM OF PO" MOW
INVENT ELEVATOR OF RECEIVING DRAINAGE DITCH OR STRICTURE.
PLACEMENT OF CD-2 CROSSDRNN AT
G. ALL CDWECITSM ELBDWR WYEs. ETC.( WITHIN PAY FAMNs FOR OUTLET PPE ME TO
BRIDGE APPROACH SLABS
RE DF THE SIRE cRUSxnG STRENGTH M THE OUTLET PIPE.
]. OUTLET ME TO BE SECURELY CORNECTEO TO OF 120R OTHER DRAINAGE!
STRUCTURE.
PEDFRCATION
RfTERENf£
STANDARD CROSSDRAIN
woM MD eRNCE sTMDANDs
23z
SDI
(AT GRADE SAGS AND BRIDGE APPROACHES(
REVBN DATE
SMEEr I a: ,
'DI
VIRGINIA DEPARTMENT OF TRANSPORTATION
0]A15
IOB.OS
nPE DF ME
c6uB,rD STRENGTH
Xw T-
"xOM. WALE TER
xw.I.
6"xW.OIALETFN
RYWTM wµl PVL
.%I3
O.1E3
RNOOi FALL PE
X
JO PSI xNX
]0 pSl MN%
CG-I2 HUGE OUPONENIS O CURB TRANS CONSIST W TR FOLLOWING
HYORWLIC CEMENT BCEWµK EEPTH H INCHES MEA IN SQUARE YARDS)
CURB WHEN REWIRED CM-2 A GO-3 IN LINEAR FEET(
GENERAL NOTES- RTECTME WANING SURFACE (AEA N SQUARE YARDS)
I, THE DETECTABLE WARNING SHALL R PROVIDED BY TRUNCATED DOMES. EACH OF NE MOW ITEMS IS A SEPARATE PAT ITEM AND SHOULD
R WWMIZED 1. EACH DUMB CUT RAMP.
2. ALL BETE -TAKE WANING SURFACE PRODUCTS SHALL MEET THE REQUIREMENTS
OF YCTICN SW OF THE SPECIFICATIONS FOR CG-12 DETECTBLE WAR NG WRI OL'A"M RAMP 1211 MAX
DETECTABLE WARNING SU PRODUCTS LIKED SHALL WE FROM THE MATERIALS 48'I MM
MPHOVED PRLOUCT LIST NUMBER 72. L S. MOP
LY WITH MAP
O°R 0 BYS U ING PERNs5B EMAY
CONSTRUCTION JOINT REQUIRED BARS. 4'
G. RED RED BADS NE TO BE NO. X N" PLACED Y CENTER TO CENTER ALONG 0
BOER SIDES OF TRIVAP FLOOR, MID-CEPN OF RAMP FLOOR. MINIMUM
CONCRETE COVER 1 tO
M
5, ROADWAY CUB / CURB MD GUTTER ACH TRANSITIONS MJACENi 70 CLIMB TYPE A
RMPS ME INCLUDED IN PAYMENT FOR CURB / cURS MD GUTTER. PERPENDICULAR
S. CUB RNPS ME REQUIRED FOR SBEWµPS MD AIMED USE PATHS. THE WROTH OF
THE MRS RAMP SHALL MATCH D IN
OF"T3XF T'9 N MIN
STUDIED
AT D 0 USE SIDEWALK
THETMWMH. 'UEM WIDTH RSHALL BE THE AMPS WE EWIDTn MAX
J. CETECTAB.E WARNINGS SHALL EXTEND THE FULL WIDTH OF THE MA%
CURB RAN LANDING FLOOR 1i�
0. CLIMB RAMPS WILL RE INSTALLED MD LOCATED WITHIN PEDESTRIAN CROSEMMKIT y�
A SOWN ON PEAKS OR M DIRECTED BY THE ERROR. CURB FUNS SHOULD
IRN0aI TCC.'ATEO BEHIND VEHCLE STOP LINER. LICNi PRIES. FBE HIYMMNS. DROP TYPE B
9, RKPS NAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROMISED THAT PARA
LLEL
THA LIME DPENND IS RACED WRIN THE LIMITS OF THE OPENING
IS KK AND =I.
iHI,T LHF AOFE AT TE [CNNECTION OF THE WRB OPENING B
R N M 2 ilE
R R OEUL D CWB.
10.ME BACH O WMNND SUNPMf PµfLS SHALL BE xSTµLED FLUSH WIMTHE BADx OP EBB.11. NTERE CURB RAPS INTERSECT A RAMµ SECTION OF CURB AT EMILMCES121 Y4 BDR STREET CONNECTDI6 ixE OTECTIRE WMry NO sU A` `HI xAVE wprv:R: VA�A FACTORY RMIW OR BE FIELD-MWIFIEO AS RECOMMENDED BY THEMANJFMIUER TO MATCx xE „ACKK OF CURB CTMEEC 122-I NNPADON 204.0I5
MD 204ar FOR METHODS D NG E Gs LS.A•MRNAT . 2" NIGHER TX
EDGE OF PAVEMENT
AT M.E SAME AS TV OF CURB
TYPE C
PARALLEL & PERPENDICULAR
TRUNCATED DOLE
.B'•-24- c-c
00000RE
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IM r R D O 0 D 0 0 0 O O O 0 O O O O
AT B/9R OF WIB N "T a VMIp$F FULL NOTX OF qAM FLOOR
5£E MITE HE 1- PpT LIMITS
DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING
INSTALLED ON A RADIUS DETAIL DETAIL
`VAT A COPY OF THE ORIGINAL SEALED AND SIGNED GRANTS IS W FREE IN THE CENTRAL OFFCE. SPECNICATON
ROAD AND MINE STANDARDS CG-12 DETECTABLE WARNING SURFACE' PEFEPE""
sxEEr I DF s REvsaN DATE (GENERAL NOTES) me
spz
204.0E NINT VIRG" DEPARTMENT CE TRANSPORTATION SOME
o13
O
No. 35791
12/30/21
/
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TRIP GENERATION CALCULATIONS - PHASE IIA
ADT RATE AM PEAK RATE PM PEAK RATE
%PROPOSED-
E FAMILY DETACHED UNITS 9.44 0.74 0.99
WELLING UNITS 94.4 VPD 7.4VPH 9.9VPH
(47.2 ENTER/47.2 EXIT) (1.85 ENTER/5.55 EXIT) (6.24 ENTER/3.66 EXIT)
CODE 220: SINGLE FAMILY ATTACHED UNITS 7.32 0.46 0.56
PROPOSED- 14 DWELLING UN ITS 102.48VPD 6.44VPH 7.84VPH
(51.24 ENTER/51.24 EXIT) (1.48 ENTER/4.96 EXIT) (4.94 ENTER/2.9 EXIT)
TOTAL: 24 PROPOSED DWELLING UNITS 196.88VPD 13.84VPH 17.74VPH
(98.44 ENTER/98.44 EXIT) (3.33 ENTER/10.51 EXIT) (11.18 ENTER/6.56 EXIT)
'TRI P GENERATION CALCULATIONS BASED ON ITS TRI P GENERATION MANUAL (LOTH EDITION)
(VARIABLE WIDTH)
4" CONC.
NOTE: VDOT #57, #68, OR
NOTE.' 3, 000 PSI
#78 STONE BASE UNDER
AT 28 DAYS,
CURB & CHECKED BY
OR STRONGER
VDOT PRIOR TO FARMING
AND/OR BACKFILLINGj�\\j�\\/�\\/��',
e a d'•\��\�
///\�i\/
4" 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
RESIGN
SEE M
PAVED SHOULDER SECTION
IP TO
WE IS
M• MEW
CONNECTION
TO W
OUTLET PPE
NO SCALE
MOMENTUM ExNl BE CEMrERm WIDER MIN MD WETTER
GINDMXTLE tlLW/fE FRANC D„
(OVERMAN I'-0' AT TOP(
PAVBENr
DUTIn RIPE
SWMPOE
SEE IgIE 1
zIBJ /OBIEOATE.
MT.IEGTE OR CM91ED
l LEti RIM LO
PAMATI011 IEgBE1iNr.
CURB AND GUTTER SECTION
PAYWE
IpTUOYTI�${
MOW WINI
`MN WHOW
No. AND STANDARD PAVEMENT EDGEDRAIN '
SHE-, OT 2 KEVIGNA BATE INS
MBRB VIRGIRIA DEPARTMENT BE TRANSPORTATION
]m I
z A
DOWELS B- LCNC RE
CONSTRUCTION
AT COGGN'iRUCTOH
AT
Y^"X.
12=1 MA%
p
y
LRMP
MN MAX
F B
MR
_J
RMP
GPE TMLE) A
(SEE BASED
TRANSITION WTI
TO 2h1 MR0UC1
Li/RANSITIEN WiiER PM SLOPE
TO 20:1 THROUGH RMP LENGTH GUTTER PM MAXIMUM ACRE 201t
S TO, YN
SHA°E IO MATCH PACE
OF ROADWAY CURB
BARN IN CYRB
d :1
20U
LB :1M
SECTION A -A
sNN
WITH BUFFER STRIP
M SLOPE
P LEWIN YW
ml wc�
WITHOUT BUFFER STRIP
EXAMPLE NSTALLATION METHODS -SEE PLANS FOR LAYOUT
LYCN-.B uK GP-LAIDCrMu.
DETECTIBLE WARNING SUAACE PERNS4RLE CP[ CURB
�-
COOTRUm.
HINT CKOSRWAL{n
SECTION B-B CANT LEDs
ONE DIRECTION
NOTES
ONE DIRECTION
WITH BUFFER STRIP
I. POPE GENERAL NOTES ON THE DETECTABLE WARNING WIEOCE
SEE SHEET t DF S.
WITHOUT BUFFER STRIP
2 REGARDLESS
REWRED LENGTH O A PARALLEL RMP B LIMITED 70 15 FEET,
GUTTER PAN SH THE ROE.
]. WETTER PM SHALL BE A MAXIYW STORE O 201E AT THE RAMP OPENING.
4. DIAGONAL PLACEMENT IS NOT PERMITTED.
TYPE B PARALLEL
APPLICATION
ROADWAY GRACE
N PERCENT
MINIMUM RAW LENGM
IN FEET
4- CURB 6" Wg9
0
6
1
5
2
5
0
34
6
B
S
5
D
6
6
5
ROAD AND MINES STANDARDS
STREET 3 OF 5 REVISION DATE
WE, CU/A
1
EPP
CROSSWALK
t
CROSSWALK
TWO DIRECTIONS SMALLER RA
WITHOUT BUFFER STRIP
GNK SEALED µ0 SEED DRA RNG IS ON FILE N RE CAN
)ETECTABLE WARNING SU
TYPE B (PARALLEL) APPLICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
RK WNGE. I SPECIFICATION
RFACE REEPEXE
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SCALE
AS SHOWN
SHEET NO.
5
IS IR' iE.J.I. W. 1574 CAST IRON CLEANOUT FRAME AND LID
10114- INSTALLED FLUSH WITH FINISHED SURFACE
CONCRETE COLLAR POURED
7 112„ SEE PAVEMENT
AROUND CLEANOUT COVER
EXISTING GRADE REPLACEMENT
(3500 PSI)
REQUIREMENTS
C FEMALE CLEANOUT ADAPTER
DH REVERTED NUT SCREW CAP OR
ATSLOTTED SCREW CAPOR-N-SEAL
No. 5406-ID AWS*
WITH 10 Ij4" BAND
VC PIPE SEE BACKFILL AND
7LATERALWYE
BEDDING
F BEND REQUIREMENTVC
PIPE SEWER LATERAL
YE
-BOTTOM
'A
OF TRENCH SECTION -A'
SEWER
CUSTOMER'S PROPERTY
EASEMENT OR RIGHT-0E-WAY
FUTURE
SANITARY LATERAI-iiII
(WHEN INLINE LAYOUT RE(i
CAST IRON CLEANOUT
FRAME AND LID
- - - - - - -
-J-
� LLL
(TI
1
N y
f
I I�E�[Epl 'H IH I
H a
{
.'
WYE SEWER LATERAL
A
A
CONCRETE 45° BEND
COLLAR
PLAN VIEW
STANDARD SANITARY CLEANOUT
IN PAVED AREAS
JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC.
SHALL NOT BE LOCATED WITHIN THE RIGHT I3F WAY,
VARIES
110't-►I 1 10'iI
WATER SEWER
3 A
E
LOCATION OF OTHER UTILITIES
(GAS, ELECTRIC, TELEPHONE, CABLE, ETC.)
EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM
WATER & SEWER 30' MINIMUM
It SEE PART 3, PARAGRAPH D) SEPARATION OF WATER & SEWER SYSTEMS,
UTILITIES CROSSING A WATER DR SEWER EASEMENT SHOULD BE AT
90' TO THE RIGHT OF WAY.
UTILITY LOCATIONS I EASEMENT WIDTHS
TUTS
FIG. W-1
(4) 1" Di5i DN HQMS
ON 31 3/*' (B]1mm) DN
BOLT CIRCLE.
27 1/2' DIA [3amT]
[899mmj
1/1 DIA 7'
[667mm]
C17Bmm]
N" DIA
on26
DIA I
[722mm] -1
5/8'
116mm]
�28 6- DI
'ill
36' ON
[914mm]
M 26
[BBOmm 1 1/2•
13 1 [38mm]
FRAME SECTION
[29mm]
2• (51mm) LECRUIS
(PROBED F115H)
[26mm7 I A�%
[79m ]
SPN
3 13/16" #
22 13/76`�m)�
2 1/8"
[97mm]
[579mm]
154mTO
P 25"
1 3/8-
[835mm]
# 11
[35mm] 9/16" O.D. OF GKT GROOVE
[17mm]
[14ri SECTION VIEW 1/4" (6mm)
DIA
CAN BOUT
AREMBLY
NEOPRENE GASKET
M
DETAIL
L
(2) WSHR I/16 X 5/8 x 11/2
L� C�
S l W `` (pptCeeNa
taoD'
[5mm
1 5/8"
RV69EN PART# 11045
12) 8LT NIX 5/8-11x3 1/2 55
2400'
[41mm
PART} 00981250
1 1/8' (29mm) DA BOSS [6mm [73mm
.63 01A STAINLESS STEEL ROD
(2) W DOSS ID ISO OD MPLAN
VIEW
PICKBAR & LOCKLUG HOLE DETAIL
2) NUT Not 5/Ei ZN R EX:
NOTi6:
PART# OOS61284
1. ALL MANHOLES Wri 100 YEAR FLOOOPLNN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER.
(2) NUT Nx JAM 5/8-11 ZN
Z ALTERNADVE DEAGN FOR WATERTIGHT COVERS WILL BE CONSDERm.
PART# MOST 2B
7. COVERS SMALL BE FIXED TO FRAMES WTH LACKING Li OR SWUM ASSUBLY.
(2) 1935R U3CK LUG
TYPICAL WATERTIGHT
(SHOED PART# o0ISSRIB
MANHOLE FRAME & COVER
LOCK LUG ASSEMBLY
N.T.S PIG S-HE
TD-32
(4) 1" (25mm) DIA HOLES
ON 32 .3 (B34mm) DIA
BOLT CI CLE. 2" (51mm) LETTERS
0 (RECESSED FLUSH)
/-� r
1 [25mm]
D
1- SPIN1 qRY PICKHOLSED
ESS
1 1/27
D -�7 [38mm]
T O 0 0 A
T N m ` W `` (2) CORED
u O PICKSARS
T 1 1/6' (29mm) DIA BOSS
D
�- J 27 1/2• DIA 1 1/2'
[699
7
m] [38mm]
m 26 1/4" DIA m
[667mm] [178m] 25• DIA 1 1/2'
90 [38mm)
1/4" (6 [m) DIA) 3 1/B'
24" DIA - NEOPRENE GASKET [79ni
O[606mm]-t
C I_ 28 7/16' DIA 5/8'
23- CIA
m T [722mm] [1
8mm] [554mm]
1��1 T1T 36" DA 25" DIA
�A [914OSOU [636mm]
FRAME SECTION O.D. OF GASKET GROOVE
SECTION
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
I �{
B,?4- IN a,. INITIAL BACKFILL B24 IN a..
IN MIN. MIN, MIN,
6" BEDDING
#68 STONE
* STABLE SOIL ROCK
* SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#68 STONE.
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
UNSTABLE 8" 4 I INITIAL BACKFILL 4 MI
6" B" e,
SOIL\ - MW. MIN. MIN MIN 8 STONE
t xti' --GRANULAR FILL AS
` .q.�-' APPROVED BY ACSA �
STAB I CK' STABLE SOIL OR ROCK,
NOTE
1, NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES,
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
NTS
FIG. W-2
TD-2
1' COMPRESSION A 31 MALE PIPE COUPLING
OR APPROVE➢ EQUAL
1' TYPE
SOFT COPPER
1"d5
NOTE
NO SHSAlEO DTTNGS
DUAL SERVICE
SINGLE SERVICE
NOW.
1) SIMI SHALL BE USED ON PVC PONE,
101
FOR USE ON ATTACHED SINGLE FAMILY
RESIDENnAI SERNCES OR DUAL RESDENIMI
({---,E AND IRRIGATOR SFRNCE3.
I� 2•
IL
"`-IMPRESSION . 3/4' MALE PIPE CWPWID
APPROVED EOVAL
MR USE ON DETACHED NNLBE FAMILY
RESDENRAL S.R ICE'M1ERE AN IRNGATON
NEIIX 19 N07 PROVIDED.
IBM UD
-FINISHED GRADE
SEE" MIN.
COPPERSENER
I/B Saw COUPUNO�
rs
Ai
METER
1. J"p^,i1O
CORPORATION SNP
.�fkh'i:K`f
':waif d NOIX AG
NECESSARY
W6T W(OER
BONA AND
BOX BETTER (2-NCx
.1"i'K"+IK1.
;z�: Rp
HYY-�'IIGu'N�1 LE DI RUNS DRMN PIPE, Ir
y- LEND srWL PRNFT. wor
T
UM
MINIMUM THIIXNE59)
M'EG M, NO, W ADORECAIE
TYPICAL SERVICE
LATERAL
INSTALLATION
(5/8"
& 1"
METERS)
NTS
FIG. III
TD-10
ACSA GENERAL WATER & SEWER CONDITIONS (September 24, 2022.)
i. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR
NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK.
2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF
UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION.
3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY
APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY.
4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS
ADOPTED BY THE ACSA.
5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF
PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
io. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
ii. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL3874
WHICH AMENDS THE SAFE DRINKING WATER ACT).
12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA
LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE
COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE
CONTRACTOR.
23. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE
WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE
OBTAINED BY THE CONTRACTOR.
24. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE
GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT
WHICH MUST BE OBTAINED BY THE CONTRACTOR.
>S. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA.
36. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET
THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGAULTIONS.
27. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER
SERVICE BEING ESTABLISHED.
SECTION 2-2
PIPE
DEGREE
BEND DIMENSIONS
VOL
TEE AND PLUGS
VOL.
SIZE
OF
(FEET)
CU.YD.
(FEET)
CU.YD.
BEND
--L-F
H
I T
L
I H
I T
BO
2.50
2.50
3.01
0.24
4"&6"
45
22 3/2
2.00
1.50
2.25
200
2.60
2.52
0.15
0.10
ZOO
225
2.50
0.15
11 1/4
1.50
2.00
2.50
0.10
90
3.66
3.16
3.21
0.48
B,
45
221/2
2.66
LEE
266
2.16
2.77
2.69
0.26
0.13
3.18
291
266
0.32
11 1/4
LEE
2.16
2.67
0.13
90
4.83
3.83
3.42
0.83
10" &12"
45
3.33
3.58
2.95
0.43
3.63
4.00
2B3
0.52
221/2
2.33
2.58
2.86
0.24
11 1/4
L83
1 2.33
2.84
0.18
1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANCES
SIZE, DEAD ENDS AND AT VALVES.
2. USE 250D P.S.I. CONCRETE.
3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT.
4, THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE It SIZE OF
ALL THRUST BLOCKS.
CONCRETE THRUST BLOCKS
NITS
FIG. W-3
COVER LIFT NOTCH
12 3/8"
WATER
CAST IRON LID
4
NOTES:
(1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS.
TYPICAL METER BOXES
(5/8"-1" METERS)
NTS.
FIG. W-7
REMAINING BACKFILL SHALL
NOT CONTAIN ROCK MATERIAL
36"MIN
LARGER THAN 5" IN ANY
DIMENSION
24' MI
INTIAL BACKFfLL*
EMBEDMENT
B"MIN
(6" LIFTS)
* THOROUGHLY COMPACTED
SPRING LINE
BY HAND OR APPROVED
OF PIPE
O
MECHANICAL TAMPER
NO. 68 STONE
- _
HAUNCHING
BEDDING 6" max
4" min
OUNDATION (SHALL BE
REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE
NOTE :
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
BACKFILLED ENTIRELY WITH NO. 21A STONE.
2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68
STONE SHALL BE PROVIDED
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO, 68 STONE'
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
TUTS
FIG. S-3
TD-34
TD-13 I
FRAME & COVER
(SEE FIG. S-1-DE)
STREET SURFACE OR
NON -PAVED AREA
SLOPED ARE. -,
r0" MAX
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES-
VILLE THREADS WHICH IS
QTHE LOCAL STANDARD.
LENGTH OF BRANCH VARIES
6' MIN 2- TO 10'
(2707
18"-22"
7 CU. FT. ALVE BOX
#68 STONE
42"MIN '; 6" GATE
•'•., VALVE
TEE
2500 P.S.I. CONCRETE•
BASE AND THRUST
BLOCK AGAINST /
UNDISTURBED STABLE
SOIL. STEEL PILE
WHEN THE SOIL IS DISTURBED O>� WHEN
RESTRAINED JOINT FITTINGS
A HYDRANT IS LOCATED IN A FILL, IN ADDITION
TO POURING CONCRETE, A STEEL PILE SHALL
BE USED AS ADDITIONAL SUPPORT.
NOTE :
1. SURROUND WEEP
HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN
A 3 1 2 MIN. COV
ER FROM THE MAIN / TO E TH FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH.
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
N.T.S.
FIG. W-4
TD-s
VARIES VALVE BOX
4" DIAMETER BRANCH I 1
AND VALVE
PLUG
VARIES
WATER MAIN-i \-RESTRAINED JOINT FITTINGS
ON-LINE
(TYPE "B")
Viiii THREADED COUPLING
PVC SLEEVE BRASS NIPPLE AND PVC
of CAP
i LUBRICATE ALL THREADS
THRUST BLOCK- METER BOX (SEE FIG. W-7)
VALVE
NO. 57 STONE
M.J. FITTING
2" PIPE SLOPED
TO DRAIN IF
GRADE ALLOWS
• VARIES VARIES 2" BRASS PIPE
`WATER MAIN AND VALVE 2" THREADED TAP
ARE SAME SIZE PLUG
DEAD END
(TYPE "A")
TYPICAL BLOW -OFF ASSEMBLY
NTS
MG. W-8
TD-19
RUBBER COATED STEEL
3'-I
MIN
STEPS CAST IN PLACE
PRECAST REINFORCED
�
CONCRETE SECTIONS
.A
12"
MIN
"0" RING SEALS
16" MAX
MINIMUM ELEVATION
DIFFERENCE ACROSS M.H. 5"
4'-0"
FROM INLET TO OUTLET
SHALL BE 0.20 FEET.
CONCRETE
VARIES
DEPTH FLOE FILLETS
CHANNELL TO BE
3/4 DIAMETER OF
- /
-- `--s---
CONTRIBUTING
SEWER.+
12°
A FILLETED INVERT
OR A SMOOTH
'Ted
TRANSITION OF FLOW BETWEEN
INLET & OUTLET PIPE SHALL BE
PROVIDED.
MIN. 5" BEDDING
NOTE
W/ NO. 68 STONE
1. BEDDING THICKNESS REQUIREMENT SHOWN
IS MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT
FOR THE SOIL CONDITIONS.
2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS
TO BE SEALED & GROUTED
INSIDE AND OUT,
TYPICAL MANHOLE
SECTION
SHOWING BRANCH
TIE-IN
N.T.S
FIG. Si
TD-25
12" I I
PLACE 5' GALVANIZED " WITNESS " POST WITH
CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
`o
AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
'a
TO HIGHWAY DEPARTMENT APPROVAL.
FINISHED GRADE
oI
ADJUSTABLE TRAFFIC RATED
11 VALVE BOX W/ LID
II
Z
U
2
'a
Z N
M.J. GATE VALVE
WATER
LINE
In '6
F 1
1_ I
2500 P.S.I.
CONCRETE
P 4 2'x 2' BEARING AREA.
THRUST BLOCK
•, 4
.4 4
NOTE : IN REMOTE AREAS,
VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
TYPICAL GATE VALVE
TUTS
FIG. W-5
TD-9
PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE
WITH PART V. SECTION G OF THESE SPECIFICATIONS.
SET DOGHOUSE BASE�'4 EXISTING SANITARY
ON CONCRETE BLOCKS SEWER PIPE
DOG -HOUSE OPENING SHALL t]' MIN. 12'CLEARANCE
BE PREFORMED BY BETWEEN EXISTING PIPE
MANUFACTURER OR AND STONE BEDDING
SAW CUT TO FIT PIPE
OUTSIDE DIAMATER
PLUS 6".
10 THICK VDOT
No. 66 STONE BEDDING
6'x6'x16' AND 4'x8'xi 6'
SOLID CONCRETE BLDCKS
WALL(4 EACH)R ........ ... DOGHOUSE MANHOLE BASE
MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING
BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE
ON FIGURE S-1-A WITH 3,000 PSI CONCRETE
OR NON -SHRINKING GROUT
ALLOW CONCRETE WRAP EXISTING PIPE NTH
TO FLOW A MIN. NEOPRENE GASKET MATERIAL
"i BEYOND BASE BEFORE FILLING THE OPENING
OF STRUCTURE NEOPRENE SECURED BY 2 NON-
CORROSIVE STRAPS, 1 ON
EACH SIDE OF OPENING
( 12' MIN. CAST -IN PLACE
A" 3.000 PSI CONCRETE BASE
FOUNDATION SECTION W
NO, CONSTRUCT AFORMED INVERT FROM NEW SEWER LINE TO ALLOW�'��I'
FLOW TO THE EXISTING PIPE.
2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE.
3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6"
OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE
BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN
ACCORDANCE WITH THESE SPECIFICATIONS.
TYPICAL MANHOLE BASE
SHOWING "DOGHOUSE" INSTALLATION
Iii
FIG. S-1-Al
TD-26
3000 PSI CONC. BASE
BENCH SLOPED TO FLOW
CHANNEL 1/4" : 1' MIN
i
BRANCH
FLEXIBLE CONNECTION / NOTE:
WITH STAINLESS STEEL ALL CONNECTIONS TO
BAND EXISTING MANHOLES SHALL
w BE CORED AND A FLEXIBLE
F CONNECTION " BOOT "
=o INSTALLED
TYPICAL MANHOLE PLAN
SHOWING BRANCH TIE - IN
NTS
FIG. S-I-B
TD-27
SEWER SERVICE LATERAL CONNECTION NOTES:
1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED . THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
M THE MANHOLE.
2, SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
BE CONNECTED USING A PIPE SADDLE.
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2%
Q
(1/4" PER FOOT )
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
2' MIN
DIAMETER OF 4".
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET.
SALT
TREATED
FINISHED GROUND
2 x 4
MARKER
PLUG END OF -
MAIN LINE--(T I SECTION SERVICE LATERAL
_,rIN LINE WYE-TEE
PLAN
VARIES
e
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
TD-33
SCOTT/R. C75LLINS'Z
No. 35791 11
12/30/21�i
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JOB NO.
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SCALE
N/A
SHEET NO.
6
DOUBLE
STRAND
-------_-- —\ /X/
TREES UPT04"CAL. SHALL BE STAKED WITHRUBBERHOSE&TURNBUCKLES J
WITH 2 axz HARDWOOD STAKES. II 11 II \ Y
1 f
TREES OF 4" CAL. OR LARGER SHALL BE
J GUYED WITH 3 EQUALLY SPACED,TWISTED, Y'xY'HARDWOOD STAKE \ ` iQ^
AND TURNBUCKLES. LOOP HOSE AROUND CUT REMOVE BURLAP FROM TOP o mm n i o
! TRUNK. FLAG WIRES WITH COURVEVTAPE. 1I30F BALL AS SHOWN -- / / \ - \\ e \ ° — ' /�- JCO11/R. �L1NSZ
v v PHASE III v / / r os� / o
REFER TO SPECIFICATIONS FOR \ SCARI FV SUBSOI L TO 4'"MIN. DEPTH \ / // (` \ \ — / / / _ _ _ \\ a�':_ \� ' "� 1, U No. 35791 �
FURTHER INFORMATION _ (FUTURE) \ ,1
v
/
`i MULCH SAUCER � \ \ / / // � \ \ / I / // /' "� Z 19 Z2
FINISHED GRADE
\ / TREES UP TO 4" CAL. SHALL BE STAKED.
i s OF TREE . I TREES4' CAL. OR LARGER SHALL BE
GUVWIRESWITHRUBBERHOSE AND t/3 HT
y l \ — AROUND RUN GUYED WITH 3 EQUALLY
ES. LOOP
BRANCHES \ \ \ \ \ \ /
i TTURNBUCKLES n/3 UP TREE _ ASSHOWN, FLAG WIES E WARE WITH HOSE //
OP HARDWOOD STAKES, ALIGN AROUND TND RUCK AB VEBRANCH/
ES
� TOP OF STAKES l III
MULCH SAUCER � = • COURVEV TAPE. REFER TO SPECS
FOR ADDITIONAL INFORMATION.
AMENDED SOIL MIX AMENDED SOIL MIX \ - V (4) ASL STREET TREES \ / j / // Se ' / / \ \\ /. \ \ ` — — — — /
— 7/ —
ynLLt ALONG
COMPACTED SUBGRADE \ \ LITCHFORD R�
-
-I11I I� \ (8) LAP STREET TREES —
_I CUT AND REMOVE BURLAP FROM TOP Tree Planting and Staking Detail ALONG RAMBLING BROOK LN / / / OQ �� x / / ! \ \ /X x
¢/3 OFBALLASSHOWN _ —
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SCARIFY SUBSOIL TO p" MIN. DEPTH r \ \ (2) UAP STREET TREES / / / Q OP / / / / LOT M \ \
—III \I —COMPACTED ALONG LITCHFORD RD /- / // L� / 58
11� / / / \ \ _ _ _ _ � " � IN. / / / / � � /
Evergreen Tree Planting Detail / / / \\ \ I 3 \ / / / ¢ 4 / // / ` ! �\ / LOT // / / \ M _ ALLEY
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— — — — -- — / \ � v v _ / / / 59/ / v v �M��M PRIVATE EASEMENT (27 R/W)
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O PROPOSEDTREE
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OO/ \\ \�-- / p PROPOSED LIMITS OF 0 / v� - v vv vvv /� //--��— CM/�— v/ vv A / V // � A
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1.
Comemation Plan Checklist To be placed on Landscape Plans 0
1992 338 (Handbook, pp IH-284-Ill-297 for complete specifications) 0 \ A y.v �� v v v \\•`� + `�- ••' �'. 'v v \
1. The following items xhaR be shown on the oor - \ \ U \ \ \ — _ — \ \ / • � ^ ` ••�
Trees to be saved
® Limits of clawing ( is d dnpllne of trees to be saved);
® Location and type of pmtecfive fencing;
® Gmde changes req "ug tree ellsmwalls;
Q Pmposedtrmelungmtumuelingbeyondthelml ofcleadng.
2. arM
O All trees to be naval strop be narkedwuth print orribbon at a height clewfy visible to egopment opetator,
El No shall be m runt the tree has bear ins acted and a e9 a County Inspector
�in8 8 �t8 P PPrm' M' my P
d. ProLom1rnction Conference:
� Tree preservation antl protection measures shall tie reviewed with the contranor en sae
4. Eaummem Operation and Storage:
E3 Heavy otuipment, veluculw traffic mud storage ofeenstruebon materials including soil shall not be pemutted within the driplines oftreea
to be saved.
6 SWI Erosion and 3mrmwater Detention Devires:
® Such devices shall rot adversely affert trees to besav�.
6. Pass
� Fires are pot permitted witlunlW feet aftM dripline o(tremmbe saved.
7. 'forte Materkdc�
® Towcmataials ahWl not ba sterol witn;n l00 feet oftM driphne oftreea robe saved.
S. Protective Fenchm,
Ll TreestobereainedmtWn40feOofapraposedbuildingorgmdingacdvtyuhaUbopMo Mbyfmcing
0 Fmcing shalt bo m place and shall be inepxtaa aM approves by a County Iuapectax poor to gradhug m comtruction.
9. Tree Well,:
® Whmihegroundlevelmust Ne sadwithintneariplineofat etobesavedatreewoUsnallbeprovidedmdamnehucnondaWI
subnuttcd for approval
10. Tree Waus:
Ll Whenthe round level muntcloweredwrthin thedn ine atreetobe swell ante wall shall be waded; and acpmtruuctiondetad
g W P
subnuttad for approval.
11. Trenching and Tpnndlne:
Ll
When trevonirigis requured within the nmira of cleanrug,it shall be done asfw away from thetrwks oftmes as posribla Twmehvg
m�awalwge o-ee sM1WI be unnnaapa as w, eltemaave when n ra wdiuipated dust nee�awy o-mumng wul aaatrey reeaerroota.
12. Cleanup:
® Pmtamva ranting anall be tna tsar itana mmevw am;r�g ma anal aaanpp.
13. Damaged Truss
® D.,edtraes shallb cited immaAably by pruntrI fandnaion or othen methods recommended by a tose specialist.
NOTE: IT ISTHE DEVE PER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION
REQUIREMENTS.
9/17/2021
Soal Va. DSWC Plate 338-2 - OWNER SIGNATURE (DATE)
CONTRACT PURCHASER SIG I u I RI: (DATE)
III - 401 5/1106 Page I of 1
LANDSCAPING
NOTES:
i. i
LARGE STREET TREE PROVIDED FOR EVERY 5o' OF STREET FRONTAGE.
2. STREET
TREES SHALL BE LOCATED 1o' MIN. FROM WATERLINE AND SANITARY SEWER STRUCTURES. STREET
TREES
SHALL BE LOCATED io' MIN. FROM THE MH CENTER OF STORM STRUCTURES, AND 5' AWAY FROM
DRAINAGE
PIPES INSTALLED AT A DEPTH LESS THAN io'. STREET TREES MAY BE PLANTED ON TOP OF
DRAINAGE
PIPES INSTALLED AT A DEPTH OF 1o' OR GREATER.
3. STREET
TREES SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF
TREES
IS PROHIBITED. STREET TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL
HEALTH
OF THE PLANT.
4. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLES WILL NEED TO BE
MAINTAINED IN AREA BETWEEN 2' AND 7' ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND
ACCOMMODATE PEDESTRIANS. THE HOA WILL BE RESPONSIBLE FOR THE MAINTENANCE OF SIGHT LINES.
S. TOTAL STREET FRONTAGE=1,229'
REQUIRED STREET TREES: 25 (1 TREE PER EVERY 50' OF STREET FRONTAGE)
PROPOSED STREET TREES: 25
STREET FRONTAGE ALONG RAMBLING BROOK LANE: 794'
REQUIRED STREET TREES: 16
PROPOSED STREET TREES: 16
STREET FRONTAGE ALONG LITCHFORD ROAD: 290'
REQUIRED STREET TREES: 6
PROPOSED STREET TREES: 6
STREET FRONTAGE ALONG LITCHFORD ROAD:145'
REQUIRED STREET TREES: 3
PROPOSED STREET TREES: 3
6. TOTAL SITE AREA 4.953 ACRES
REQUIRED CANOPY = 20%x 4.953 AC = o.99 ACRES
EXISTING CANOPY TO BE PRESERVED = 61,258 SF (1.4 AC)
PROPOSED CANOPY = 6,895 SF (o.16 AC)
TOTAL SITE CANOPY = 68,253 SF (1.56 ACRES)
PHASE IIA PLANT LIST
SYM
COMMON NAME
I BOTANICAL NAME
SIZE CANOPY QUANTITY
TOTAL
STREET TREES
ASL
LEGARY'SUGAR MAPLE
JACER SACCHARUM TEGACY
10-12'HT
195
15
2925
LAP
PRINCETON'ELM
ULMUSAMERICANA'PRINCETON'
I 10-12'HT
1 397
1 10
1 3970
TOTALCANOPY:j
6895
v EXISTING STREAM
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JOB NO.
182154
SCALE
III _ 30'
SHEET NO.
7