HomeMy WebLinkAboutSDP202200047 Plan - Revision 2022-12-13GENERAL NOTES
OWNER:
IMP 04500-00-00-068C2 TMP 04500-00-00-068EO
VICTORIAN HEIGHTS LLC VICTORIAN HEIGHTS LLC
455 2ND STREET, NE, SUITE 400 455 2ND STREET, NE, SUITE 400
CHARLOTTESVILLE, VA 22902 CHARLOTTESVILLE, VA 22902
DEVELOPER:
RIVERBEND DEVELOPMENT
455 2ND STREET NE, SUITE 400
CHARLOTTESVILLE, VA 22902
ENGINEER:
COLLINS ENGINEERING
200 GARRETT ST, SUITE K
CHARLOTTESVILLE, VA 22902
(434)293-3719
TAX MAP NO.:
04500-00-00-068C2 & 04500-00-00-068EO
TOTAL AREA:
TMP 45-68C2: 2.710 ACRES (INST. #•202100020647)
TMP 45-68E0: 2.211 ACRES (INST. #• 202100020645)
TOTAL ACREAGE: 4.921 ACRES
ZONING:
R-15 RESIDENTIAL, CLUSTER DEVELOPMENT & BONUS DENSITY
FOR AFFORDABLE HOUSING. IN ADDITION, THE PROPERTY IS SUBJECT TO AIRPORT IMPACT
OVERLAY DISTRICT & STEEP MANAGED SLOPES OVERLAY DISTRICT
PROPOSED USE.
88 SINGLE FAMILY ATTACHED & MULTI -FAMILY RESIDENTIAL UNITS
(34) TOWNHOUSE UNITS OF WHICH (8) ARE AFFORDABLE DWELLING UNITS
(54) MULTI -FAMILY RESIDENTIAL UNITS (ONE & TWO BEDROOM UNITS)
PROPOSED USE ACREAGE:
PROPOSED LOTS: 3.200 ACRES (CONDOMINIUM & TOWNHOUSE LOTS)
PROPOSED OPEN SPACE: 1.314 ACRES
PROPOSED RIGHT OF WAY DEDICATION: 0.407 ACRES
DENSITY.-
ALLOWABLE BY -RIGHT DENSITY: 15 DU/AC + MAX. 309 BONUS DENSITY INCREASE FOR
AFFORDABLE HOUSING
ALLOWABLE DENSITY: 4.921 AC OF SITE x 15 DU/ACRE = 73 UNITS
73 UNITS x 20% BONUS DENSITY INCREASE FOR AFFORDABLE HOUSING UNITS
73 UNITS + 15 UNI TS(8 AFFORDABLE UNITS & 7 MARKET RATE UNITS) = 88 TOTAL UNITS
ALLOWABLE DENSITY-88 TOTAL UNITS W/ 20% BONUS DENSITY INCREASE (8 AFFORDABLE UNITS)
TOTAL ALLOWABLE DENSITY. 88 (17.9 DWELLING UNITS/ACRE)
TOTAL PROPOSED DENSITY: 88 UNITS (17.9 DWELLING UNITS/ACRE)
OPEN SPACE. •
TOTAL OPEN SPACE REQUIRED (CLUSTER DEVELOPMENT 25%)
TOTAL OPEN SPACE REQUIRED: 4.921 ACRES x 257o = 1.23 ACRES
TOTAL OPEN SPACE PROPOSED: = 1.314 ACRES (26.77.)
OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN
SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE
SUBDIVISION AND DEDICATED TO THE HOA.
TREE PRESERVATION:
NONE REQUIRED WITH THE DEVELOPMENT
PRESERVED/MANAGED
SLOPES: NO PRESERVED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. AREAS OF
MANAGED SLOPES ARE LOCATED ON THE PROPERTY AND SHOWN ON THE EXISTING CONDITIONS
PLAN SHEET
BUILDING HEIGHTS:
NO MINIMUM BUILDING HEIGHT & MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 65 FEET.
NOTE, BUILDINGS GREATER THAN 3 STORIES MUST STEP BACK A MINIMUM OF 15 FEET AFTER
THE 3RD STORY OR A SPECIAL EXCEP7ION SHALL BE APPROVED. A SPECIAL EXCEPTION
REQUEST HAS BEEN SUBMITTED WITH THIS SITE PLAN TO ELIMINATE THE BLDG STEPBACK.
TOWNHOUSE UNITS 35' MAXIMUM BUILDING HEIGHT (3 STORIES) & EAVE HT.=29.67'
MULT7-FAMILY UNITS: BLDGS 1,2 AND 3.• 60' MAXIMUM HEIGHT (4 STORIES)
PROPOSED HEIGHT = 48' MAXIMUM BLDG HEIGHT (EACH UNIT) + PERGOLA
BLDG WITH PERGOLA MAX. HEIGHT = 54,
NOTE: PERGOLAS SHALL BE LOCATED ON THE INTERIOR SIDE WALLS AND WILL NOT AFFECT
THE OVERALL MIN. SIDE SETBACK.
SETBACKS:
FRONT. 5' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) AND 25'
MAXIMUM
SIDE: 5 FEET, (NOTE: ANY DWELLING UNIT THAT EXCEEDS 35 FEET IN HEIGHT SHALL SETBACK
5 FEET PLUS 1 FOOT FOR EACH FOOT THE DWELLING UNIT EXCEEDS 35 FEET
TOWNHOUSE UNITS 5' SIDE SETBACK
CONDOMINIUM BLDG- 5' + (48' - 35) = 18' REQUIRED MINIMUM SIDE SETBACK
REAR: 20' MINIMUM.
NOTE: COVERED PORCHES, BALCONIES, CHIMNEYS, EAVES, AND THE LIKE ARCHITECTURAL
FEATURES MAY PROJECT NOT MORE THAN FOUR FEET INTO ANY REQUIRED YARD PROVIDED
THAT NO SUCH FEATURE SHALL BE LOCATED CLOSER THAN SIX FEET FROM ANY LOT LINE.
SUBDIVISION STREETS:
CURB & GUTTER
WATERSHED:
SOUTHFORK RIVANNA RIVER WATERSHED
AGRICULTURAL/ FORESTAL DISTRICT: NONE
TOPO & SURVEY-
TOPOGRAPHY PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES, JANUARY 2021. THE
BOUNDARY LINE INFORMATION IS PROVIDED BY TIMMONS GROUP. INFORMATI0N FIELD VERIFIED
BY COLLINS ENGINEERING OCTOBER 2021.
DATUM:
NAD 83
EXISTING VEGETATION:
BOTH PARCELS ARE PRIMARY WOODED, WITH EXCEPTION FOR THE CLEARED AREA
ASSOCIATED WITH THE UTILITY EASEMENTS
LIGHTING:
NO SITE OR STREET LIGHTING IS PROPOSED WITH THIS PROJECT DUSK TO DAWN LIGHTING
WILL BE PROVIDED ON EACH BUILDING. ANY SITE LIGHTING SHALL CONFORM TO ALBEMARLE
COUNTY ZONING ORDINANCE REQUIREMENTS.
PARKING
88 SINGLE FAMILY ATTACHED & MULT7-FAMILY UNITS = 176 OFF-STREET PARKING SPACES
REQUIRED
MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE
TOTAL PARKING PROVIDED: 176 OFF-STREET PARKING SPACES
ICINITY MAP
E: 1" = 2000' Po° TH OF
VICTORIAN HEIGHTS
ISCOTT R. LINS Z
FINAL SITE PLAN
SDPm2022mOOO47
RIO DISTRICT
ALBEMARLE COUNTY, VIRGINIA
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WEBER,ALIVING
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TRUST
ZONING: RURAL I
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TMP
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WILLS LEE HINES
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ZONING: RURAL
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DB.vo56, PG.6o7
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TMP 45-7z
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_ _
RIVANNA WATER &
SEW ER AURTHORITY
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ZONING: RURAL
D8.768, PG.z77
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SEWER AURTHORITY
ZONING: RURAL
/ D8.768, PG.z77
WOOD§URN RfAO
STATE ROUTE 659
4040=R1W (DO 534, PC 154)
SHEET/LAYOUT
SCALE: 111 = 50'
/
TMP 45-69Bv
WOOD, HUNTER W
REVOCABLE TRUST CIO
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HUNTER W WOOD,
TRUSTEE
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ZONING: RURAL
DB.53oz, PG 48
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STATE ROUTE 1403-
--
*= DENOTES
__-- TMP4S-68
- -
AMATO, SANDRA P; CHRISTOPHER B
AFFORDABLE
TMP 45-68Co
GLEASON & HUNTER W WOOD,
DWELLING UNIT
CHARLOTTESVILLE
TRUSTEES
REALTY CORP
I
ZONING: HC
ZONING: HC
/
D8.5376, PG.6o8
DB.i439, PG.v96
GUEST SPACES: 1 SPACE PER 4 UNITS = 22 SPACES REQUIRED
PROVIDED GUEST PARKING SPACES (ON -STREET PARKING) = 25 SPACES
ROADWAYS AND PAVED
CIRCULATION AREA = 28,609 SF (ACCESS EASEMENT/TRAVELWAY) (13.37. OF 4.921 AC SITE)
IMPERVIOUS AREAS
(WITHIN LOD): PROPOSED ROADWAY & DRIVEWAYS= 63,272 SF (46.811)
PROPOSED SIDEWALK & CONCRETE = 12,723 SF (9.41-.)
PROPOSED BUILDINGS = 59,290 SF (43.8%-
TOTAL = 135,285 SF
PHASING.
THIS PROPERTY SHALL BE DEVELOPED WITHIN 1 PHASE
BUILDING SITES:
PARCELS 1-37 AND THE RESIDUE PARCEL EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH
THE REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
BURIAL SITES:
NO CEMETERIES WERE FOUND DURING FIELD INVESTIGAT70N OF THE SITE
STREAM BUFFERS:
NO STREAM BUFFERS ARE LOCATED ON THESE PROPERTIES OR WITHIN THE LIMITS OF THIS
PROJECT AREA.
FLOODPLAIN.
THIS PROPERTY IS NOT IN A FLOODPLAIN ZONE AS SHOWN ON FEMA MAP#51003CO229D, DATED
FEBRUARY 4, 2005. THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE.
RETAINING WALLS:
RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT AS SHOWN ON THE PLAN, SEE
GRADING SHEET FOR DETAILS. RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A
SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERING
DESIGN. WALLS CROSSING LOT LINES REQUIRE AN EASEMENT.
LANDSCAPING:
STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH
ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECT70N 32.79 OF THE COUNTY CODE.
A LANDSCAPING PLAN IS PROVIDED WITH THE FINAL SITE PLAN FOR COUNTY REVIEW AND
APPROVAL. ALL LANDSCAPING REQUIREMENTS SHALL BE SHOWN ON THIS FINAL LANDSCAPING
PLAN. STREET TREES SHALL BE PROVIDED ALONG THE PUBLIC STREETS 50, O.C. IN
ACCORDANCE WITH VDOT AND ALBS CO. STANDARDS.
TRASH:
EACH UNIT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER, AND ALL TRASH SHALL BE COLLECTED
BY A DRIVING DUMPSTER SERVICE.
RECREATION AREA: REQUIRED RECREATIONAL AREA: 88 UNITS x 200 SF = 17,600 SF
PROPOSED 22,220 SF (0.51 AC) INCLUDING (1) TOT LOT (2,515 SF), (1) RECREATION FIELD
(8,000 SF), AND PASSIVE RECREATIONAL AMENITIES
TOT LOT AREA SHALL INCLUDE THE FOLLOWING, AT A MINIMUM:
ONE (1) SWING (FOUR SEATS)
ONE (1) SLIDE WITH TWO (2) CLIMBERS
ONE (1) BUCKABOUT OR WHIRL
TWO (2) BENCHES
RECREATIONAL PLAYFIELD
NOTE: A RECREATIONAL SUBSTITUTION WAIVER WILL BE SUBMITTED WITH THE FINAL SITE
PLAN FOR THE PROPOSED RECREATI0NAL AMENITIES WITHIN THE DEVELOPMENT. OFFSITE EASEMEN T• ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE, WITHIN EXISTING RIGHT- OF -
WAY,
OR WITHIN EXISTING EASEMENTS. OFFSITE UTILITY EASEMENTS AND SIGHT DISTANCE
EASEMENTS ARE PROPOSED WITH THIS DEVELOPMENT
NEEDED FIRE FLOW CALCULATION:
TH UNITS:
NFF=(C)(0)[1+(X+P)] = 2,750 x o.85 x [1+(0.22+o)] = 2,815 GPM x 0.50 (SPRINKLERS) = 95o GPM NFF
C=18F(A)Ao.5=18*1.5*3,63OAO.5 =1,75o GPM (ROUNDED)
CONSTRUCTION TYPE - CLASS I WOOD FRAME CONSTRUCTION (IBC TYPE V-A)=1.5
A=2FLOORS X 181 SF= 6 0SF TYPICALTOWNHOME
5 3,3 ( )
0 = OCCUPANCY FACTOR = o.85 FOR C-2 COMBUSTIBLE
X=0.22 FOR o' AWAY BUILDING EXPOSURE BETWEEN 2-2oo FEET
P=o FOR BUILDINGS RATED SPRINKLERED
5o%REDUCTION IN NFF FOR AUTOMATIC SPRINKLERS
CONDOMINIUM UNITS:
NEEDED FIRE FLOW CALCULATION: CLASS I -FRAME TYPE CONSTRUCTION (IBC TYPE V-A)
FACTOR = 2.5
TOTAL GROUND FLOOR AREA =13,88o SF (LARGEST CONDOMINIUM BUILDING)
TOTAL AREAS OF OTHER FLOORS = 27,76o SF
TOTAL BUILDING AREA: 42,640 SF
REQUIRED ISO FIRE FLOW =3,500 SF
NEEDED FIRE FLOW (5o%REDUCTION FOR AUTOMATIC SPRINKLERS) =1,750
AVAILABLE FIRE FLOW ONSITE: AVAILABLE FIRE FLOW AT HYDRANT LOCATED ALONG WOODBURN ROAD IS 2,296 GPM AT 92 PSI.
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-og AND THE 202S 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 2,1985 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 540-562-385o 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 METERS)/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.
Sheet List Table
Sheet Number
Sheet Title
2
COVER SHEET
2
EXISTING CONDITIONS AND DEMOLITION PLAN
3
LAYOUT PLAN
3A
PLAT AND EASEMENT EXHIBIT
4
UTILITY PLAN
5
GRADING AND DRAINAGE PLAN
6
NOTES AND DETAILS
7
UTILITY NOTES AND DETAILS
8
ROAD AND WATERLINE PROFILES
9
SANITARY SEWER PROFILES
to
STORM SEWER PROFILES
11
STORM SEWER PROFILES
12
DRAINAGE MAP
13
OFFSITE DRAINAGE MAP
14
DRAINAGE CALCULATIONS
15
SIGHT DISTANCE PROFILES
16
LANDSCAPING PLAN
17
Total Sheets
LEGEND
EDGE OF PAVEMENT
CURB
PROPOSED ASPHALT PAVEMENT
EXISTING VEGETATIVE/LANDSCAPE BUFFER
GREEN WAY BUFFER
PROPOSED EASEMENT, VARIOUS WITH EACH SHEET
Q
DROP INLET & STRUCTURE NO.
DRAINAGE PIPE
BENCH MARK
VDOT STANDARD STOP SIGN
PROPOSED HANDICAP PARKING SPACE STRIPING
PROPOSED ASPHALT STRIPING (DIRECTING TRAFFIC)
soo
EXISTING CONTOUR
zoo
PROPOSED CONTOUR
506.71 Tc
506.21 EP
PROPOSED SPOT ELEVATI0N
TBC DENOTES TOP/BACK OF CURB
T/B DENOTES TOP OF BOX
506.71 Tw
506. 21 Bw
PROPOSED SPOT ELEVATION
TW DENOTES 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
OO 0 0 0
100 YR. FLOODPLAIN
ITE TRIP GENERATION:
TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE
TRIP GENERATION MANUAL, loTH EDITION. CODE 220 WAS USED FOR THE
DEVELOPMENT
PROPOSED
88 DWELLING UNITS
ADT RATE -
7.32 VPD PER DU = 644 ADT (322 ENTER/ 322 EXIT)
AM PEAK RATE -
0.46 VPD PER DU = 1 VPD ENTER 2 EXIT
( I ) 4 4 9 3
PM PEAK RATE -
0.56 VPD PER DU = 49 VPD (31 ENTER/ 18 EXIT)
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
No. 35791 112�-
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JOB NO.
202196
SCALE
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SHEET NO.
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1) During demolition and/or construction, the following fire prevention steps are required:
/ I \ a) 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 TH 0
signs per Virginia Statewide Fire Prevention Code.
b) Areas where smoking can occur, shall have appropriate receptacles for discarded smoking materials per Virginia Statewide Fire Prevention Code.
c) Perthe Virginia Statewide Fire Prevention Code, vehicular access for firefighting shall be provided at all construction and demolition sites, including access to
within ioo ft. of temporaryor permanent fire department connections, and have no overhead wiring or other overhead obstructions lower than 23 ft. 6 inches; \ _ SCOTT R. LLINS'Z
I I this access maybe via permanent or temporary road, but shall be capable of supporting fire apparatus in all weather conditions. \ ` \ \ \ 0
d) Contractor shall ensure the street numbers are always plainly visible from the frontage street during construction per the Virginia Statewide Fire Code. No. 35791 �
\ - _ \
/ / ) e) An approved water supply for firefighting operations shall be in place and available as soon as combustible materials arrive on site. \ \ ` ¢0 6/27/22 �
f) 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. ONAL
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g) 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 areas of special; hazards, such as where flammable and combustible liquids are stored or used, in
TMP 45-7 I V accordance with the Virginia Statewide Fire Code.
WEBER, LEWI A LIVING / I l \ f h) Operations involving the use of cutting and welding shall complywith the Virginia Statewide Fire Prevention Code and shall require a permitfromthe \'
/ TRUST Albemarle County Fire Marshal's Office.
I / TMP OR /
ZONI G: RURAL \\ � ZELDA MAE OR ILLE
D .4998, PG.437 / \ \ \ \ � � � � �� LEE HINES ZONING: �
RURAL
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yam° EXISTING sz" CMP — — \ (PLEASE SEE NOTE i ON THIS $ / 5� EASEMENT
\ — CULVERT TO REMAIN - SHEET) ° / / FORTMP 45-68D (SERIES)
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EXISTING GRAVEL $35 / TMP 8E / ' /
— — — 1 �� DRIVEWAY TO BE
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TMN-5-8o REMOVED.
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MANOR LP 45 FOR CITY OF /
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/ DB.529z, PG.z37 Q 540 -� / / / z.zjrAC r COMMERCIAL
WOODED AREA WITH A / L� ES
/ / WOODED AREA WITH A / /
/ / MIXTURE OF DECIDUOUS AND / m
S o / MIXTURE OF DECIDUOUS AND 775, 43 3 / i / w DB. PG. 1
\ m \ DB.z PG. z 3 / / ?f54, 5 4
VERGREEN TREES 439, 9 \ TEST PIT #z / / / EVERGREEN TREES / m /
\ DB,� PG.i 6 Q TOP OF WATERLINE / / / / / � / ' / z. z CRES L9
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TEST PIT #i °N
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ELEV. S30.65 XISTING WATERLINES / / tia
0/TO REMAIN / / / / 5 i / / 00
GRASSEDAREAAALONG / / / / Sti6 / i / / �
�WATERLINE EASEMENT i / /
/ --- A 2 ✓ j 530 LIMITS OF EXISTING - cal
n�� -MANAGED STEEP SLOPES ON THE / / i5 .51° °- - - EXISTING CONCRETE FLUME TO BE �
/ / / SITE / -/ / �5DEMOLISHED. EXISTING PIPE TO BE z
S20 _So6 ABANDONED IN PLACE WITH THE USE
504. OF PLOWABLE FILL / i J
VARIABLE WIDTH DRAINAGE / i / / / '
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EASEMENT FOR PUBLIC USE / _ 502 �� - � / / / 49° / /
5 -� / / / / DB. 2446, P. 225 i � / � / 494
_ / TO BE EXTINGUISHED) / 2 6 I �'
- / � / ( / 49 a9° sa 4a s�+ W
TEMPORARY
EXISTI G CURB INLET TO BE / \ \ \ \ / / AD B / / / J 1 k L$2/ Q
s, � � I , , s� . XISTING HEADWALL BE / / � ; i
REMOVED AND EXISTING PIPE TO BE ° / CONSTRUCTION
REMOVED. EXISTING PIPE TO REMAIN. / _ -
ABANDONED IN PLACE WITH THE USE i5� � EASEMENT � /
V / DBt PGi 6 DOGHOUSE MANHOLE PROPOSED W
/ OF FLOWABLE FILL - SEE VSMP ESC 439 9 VARIABLE WIDTH WATERLINE
PHAS S F R TIMING / \ \ / EASEMENT FOR RIVANNA WITH THIS DEVELOPMENT. _ _
Q _ -
_ WATER AND SEWER AUTHORITY rjo -� VARIABLE WIDTH DRAINAGE / 53z 21 0 _F°
EASEMENT FOR PUBLIC USE 7 J
� DS 1446 PG 225 _ _ Q
_ DB.s 6 P. _ - U W
VARIABLE WIDTH WATERLINE - - _� _ - - _ 44
— EASEMENT FOR RIVANNA - - - - (TO BE EXTINGUISHED) W z
BENCHMARK ,/ `� —
�� -- TOP OF DROP INLET s� — — _-- - WATER AND SEWER - I - _ _ o _ _ _ _
3z4- -- + �
_ __ F o
� � ELEV=5i4.o8 °� _ - AUTHORITY ` , " `
DB 1446 PG 225 �� So0. C3 ��o _ _ _ - _ _ Q Z
--- - Wes- :. ----- 1 — — — > Q — — _ -
-Ln
_
z
77
\ _ _ / I�
\- S4z° iz' 57-15"W zoo.00' - - - - - \ - r - - �00. r8"' - _ _ - - - _� -�i / i w
/ N BERKMAR DRIVE - _ - - - - _ _ _ - _ _ _ _
— — — — A — — — — — — — /
- - - - STATE ROUTE 1403 - 15 RCP �/' A
�J- i
_ �x� x x x T � �D
---- 6 —
PUBLIC R/W - � - i � ��/ � �� � L MART R E�
��
50' PUB. � � / /�_ ��--x- x BUSIN S C/O , ' J / n
�
hy---------------- ---- -- --- ,- - �\ —� — �� i / j / /� �= WAL-MA TSTORjy\ 1 Q_ O
- - - - - 15" RCP - - BENCHMARK \/ - /� i / /i #I 80 \ I / //I/// V
TOP OF DROP INLET TMP-45-68� /i X xx ZONIN : H� I \ � (I II/III/ LU
\ AMAT,O; SA R P / DB.i88i, G.112
ELEV=503.67 9 // /�- w
- -- _ — — — — \ CH IST HUNTER W
O`D, O H E
G EASbN $
— — _ r
x
-- - — — - I U
- -- / _ - ----- ----- / x _-- 1
TRUSTEES `
NI � � � I \ / I V � \ t — / LIMITS OF EXISTING'CURB - -- r TMP - x x \ 537-P�6g8 \ 1 I I ) ✓ I \ I \ J I III / X
45 68Co - \ \ ( l / /
- / / AND CONCRETE SIDEWALK TO VED FOR NEW CHARLOTTESVILLE \ \ I \ \ w w
ENTRANOCE AT BERK AR REALTY CORP
1 A DRIVE / ZONING: HC � 1�
DB-2 PG.i 6 / / I Q
439, 9 � � I � � � � / � � � � � ', o � �, 1 � �r
_x
x-X��� l / \ �/ �/ S \ C)
x x-x I NOTES: ICN
TMP 45-68Ci I I \ / 1• D.B. 534, PG. 254 (2973) SHOWS ADJACENT LANDOWNERS GRANTING A 40' RIGHT-OF-WAY ACROSS WOODBURN ROAD. THE LANDOWNER OF
MALLOY FORD �� TMP 45-68C2 DID NOT SIGN THIS OMNIBUS DEED. THEREFORE THE PROPERTY LINE IS SHOWN TO THE CENTERLINE OF WOODBURN ROAD PER
ZONING: HC \ I / D.B. 478, PG. 526, A PRESCRIPTIVE EASEMENT i5' SOUTH OF CENTERLINE OF WOODBURN IS SHOWN HEREON.
DB.4863, PG.461 1\ \ I \ \ \ \ I i : z. THE BOUNDARY SURVEY SHOWN HEREON IS BASED ON FIELD RUN SURVEY BY TIMMONS GROUP COMPLETED ON SEPTEMBER 28, 2ozz.
BOUNDARY BASED UPON FOUND MONUMENTATION AND EVIDENCE RECOVERED FROM THE LAND RECORDS OF THE CLERK'S OFFICE OF F
I �
GRAPHIC SCAL�
`I
30 0 1\ 30 60/ / 1201
\ \ \ \
� � � � � IN FEET
)
��V 30
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
CHORD BEARING
CHORD
C4
2760.66'
40.23'
20.1 V
0050106"
S41 °4754"W
40.23'
C5
5755.50'
141.11'
70.56'
124'17"
S41'3049"W
141.10'
C6
2760.66'
435.08'
217.99'
9"0148"
S36'5158"W
434.63'
ALBEMARLE COUNTY, VA. p w
3. BASIS OF MERIDIAN IS NAD83 (NA2011), VIRGINIA STATE GRID, SOUTH ZONE. a U)
4. UNDERGROUND WATERLINES SHOWN ON THIS SHEET WERE FIELD LOCATED FROM MARKS BASED UPON MISS UTILITY (811) TICKET NO: JOB NO.
B1267013i6. 202196
5. TEST PITS PERFORMED BY FORESIGHT SURVEY, PC ON DECEMBER 2, zo22. SCALE
6. THE PROPERTIES SHOWN HEREON ARE WITHIN AN AIRPORT IMPACT OVERLAY AREA. 11
7. THE PROPERTIES SHOWN HEREON ARE WITHIN A WATER SUPPLY PROTECTION AREA PER COUNTY GIS. 1 - 30
8. THE PROPERTIES SHOWN HEREON ARE NOT LOCATED WITHIN AN AGRICULTURAL -FOREST DISTRICT. SHEET No.
THE PROPERTIES SHOWN HEREON ARE NOT WITHIN AN ENTRANCE CORRIDOR OVERLAY AREA
\ \ \l inch = ft. I I 9• 2
D
--I
n_ _
m — ----
= SIGNT DISTANCE=39° - - - -
PAVING LEGEND
SEE SHEET
6 FOR DETAILS AND SECTIONS
= ALLEY ROADWAY PAVING
= PUBLIC ROADWAY WIDENING
(BERKMAR DRIVE AND WOODBURN ROAD)
= AREAS OF MILL & OVERLAY
CONCRETE SIDEWALK
TMP 45-72
RIVANNA WATER $
SEWER AUTHORITY
D.B. 768, PC. 277
NO PARKING SIGN LEGEND FOR LAYOUT PLAN NOTE:
1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY
PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. CONTRACTOR SHALL SURVEY ALL EXISTING ASPHALT
AND CONCRETE CURB/SIDEWALKS AT THE CONNECTIONS POINTS, ENTRANCES, AND TIE-IN CONNECTIONS WITH NEW CONSTRUCTION TO
NO
PARKING
ANY
TIME
ENSURE THE TIE-IN CONNECTIONS MEET DESIGN AND ADA REQUIREMENTS. CONTRACTOR TO PROVIDE THE EXISTING CONDITION
INFORMATION TO THE DESIGN ENGINEER PRIOR TO INSTALLING ANY FINAL CURBING, CONCRETE, OR ASPHALT SO THE DESIGN ENGINEER
CAN REVIEW AND APPROVE THE STAKE -OUT MAPPING OR INSPECT THE CONCRETE FORMS IN THE FIELD PRIOR TO CONSTRUCTION.
2. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR
DISCREPANCIES.
3. ( REPRESENTS ONE PROPOSED PARKING SPACE.
4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6".
5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS.
6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING ADJACENT PROPERTIES SHALL CONTINUE
TO SERVICE THE ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE PROJECTTO THE FULLEST EXTENT
POSSIBLE.
7. SEE SHEET 2 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS.
SCOTT/R. Cb,LLINS'Z
No. 35791
6/27/22
TMP 45-73 8. CURB RADII SHOWN, REPRESENTED WITH AN'R', DIMENSION THE FACE OF CURB. 1n
HINES, ZELDA HAE OR =ASPHALT TRAIL T 9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALL MECHANICAL EQUIPMENT SHALL J
WILLE LEE HINES RIVIN BE SCREENED FROM THE ENTRANCE CORRIDOR. o
SE)FDB. f056, PC. 607 = ASPHALT DRIVEWAY / D.B. io. ALL PRIVATE TRAVELWAYS SHALL BE OWNED AND MAINTAINED BY THE HOA. NO PUBLIC AGENCY, INCLUDING VDOT AND THE COUNTY OF U
THP 45-74A I D.B. ALBEMARLE WILL BE RESPONSIBLE FOR MAINTAINING THE TRAVELWAYS WITHIN THE DEVELOPMENT. °
WEBER, LEWIS LIVING TRUSTA = AREAS OF DRY ROLLTOP CURB / 21. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES, AS
I IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY.
= u. ALL PRIVATE YARD DRAINS SHALL HAVE A io' PRIVATE DRAINAGE EASEMENT.
OPEN SPACE AREA °
/ 13. IF THE EXISTING RWSA WATERLINES REQUIRE REPLACEMENT OR MAINTENANCE, THE PLAYGROUND EQUIPMENT AND TOT LOT FENCING c
MAYBE REMOVED BY RWSA. REPLACEMENT OR RE -INSTALLING OF THE TOT LOT EQUIPMENT AND FENCING WILL BE THE RESPONSIBILITY °=
/ TMP 45-68C'2 / OF THE HOA. w 3
--- 2.710 AC 5
------------------ _
III
FIR
- OVER THE ENTIRE ROADWAYAT CERTAIN ROX) / / D w n
— - 6' PLANTING STRIP SEOCTIONS WITH THE LANE
TE: OVERLAY MAY E TO CONTINUE APP X I = z a U)
EXPANSION TO ENURE POSITVE 1� / r Z _O � z s
_ --- PROPOSED VDOT STD. CG-6 CURB PROPOSED RIGHT OF WAY DRAINAGE DOWN WOODBURN LANE / T1nP 45-68E � Z � m g �
DEDICATION TO ALBEMARLECOUNTY X /
Ix—x—x— 'Z 211 AC PLANTING STRIP ' m
x— x_ \ / — x— ---- U Q u s
&PLANTING STRIP �. -rt - _ --- -x--' - - - m ,w
x—x—x— x-x—x x _ -- O U
\ 0D -_ - - o X k_ x—x-_ - - - SIDEWALK TYPJ �/� O z U a
N49°48'338z'E359
" (APPROX) - - SIDEWAPROPOSK(TYP.) RETE Vl w O w 5'CONC.SIDEWALK -- /D 359.49' PROPOSED 'CONCRETE - - _ x—x _ _ WOODBURN ROAD SEE DETAIL ON SHEET o z
zo (TYP. SIDEWALK (TYP.) - - DEDICATION TO ALBEMARLE PROPOSED VDOT STD. = T DISTANCE=39 - m p °
n 5 PROPOSED RIGHT OF WAY -I
r WP-z PAVEMENT WIDENING_ - - 7 U) �, Q n
Ln
5' MIN. FRONT SETBACK _-- STATE ROUTE 659 `
N SEE DETAIL ON SHEET 6 o COUNTY MILL &OVERLAY (TYP.) 40' R/W / w m w o
m 322Tzg. 1 zo.32' o VDOTSTD m u `) 2
5 - - - -� o •• 0
' S' MIN FR __ 9 0 ? CGOz (TYPE B) /CG 1z (TYPE B)� - - PROPOSED VDOT ' w o
� - - - 10 ET - - - -
43.9z,
' 20' -- - - - - - _ - - - STD. CG-6CURB
2p ----'MIN. FRONT SET BACK- OPOWITH GATE m -m �40- ��P 'y.��' - \
6'Xg.S' PORCH -.: ._ - - 31 +. .. .. - __ � - - - - - - •- _-
- - � I- - - - 20 _ a P IGHT DIS
R
TANG
- - - 25 M X SETBACK (TYPJ 16 ; 16' 16' 16' 16' -
Y I i(
16' i6
- -
_ 06' oy.�g"E 55 N4�° z7 047
THP 45-80 LOT z LOT LOT 5 - - - - m I 1' S 1 STREET SIGN(TYP. O MIN. F SET W o d
az'Xzo' * LOT 1 / 5 RONT BACK \
16' S I i A III I VDOT 9TD R1a S` OP SIGN (TYPJ �5, M SETBACK
RIDCEWOOD MOTEL @ 3 LOT 6 - - 2T 20 6' 16' 6' c
SIDE SETBACK
(MIN.) (MIN.) PROPOSED VDOT I PROPOSED VDOT STD. CG-6CURB - c
MANOR LP 1z'xzo' - - , , ' , - - - - _ - - - - - °
�nI GARAGE GARAGE (MIN.) az Xzo az'X zo' I az'X zo' I LOT ] ) w) - -6'Xg.S' PORCH ' k e
ZONING: R6 I GARAG (MIN,) (MINJ vz'Xzo' I I p I 2Sr MAX I , w I TOT LOT N N N_ N 6'Xg.S' PORCH - - - -
STD. �G 6CURB _ I � � F i
-PROPOSED 31' I 2 I I LOT LOT LOT I LOT 33
D.B. 5f63, PC 405 GARAGE (MIN.) (MIN.) LOT 8 I LOT g au ETBACK - - - - - X 3 DE SETBACK
GARAG N 4 \\\ m GARAGE Oo S i�
GARAGE 6MI zo' az'X zo' I I to W W� -- - • r TYP.) V az zo' S
I (MIN.) � � w 5'SIDE SETBACK ( ACCESS ESMT LOT 28 I LOT O viXzo' I \\
1z' GARAGE (MIN.) I I I LOT 10 LOT - "' ^! 5' SIDE SETBACK I , t • _ _ _ _ - z5' MAX SET ACK- - EIP - EIP I 9 3 * 31 * (MIN.) G RIAGE o
I 2 z' X zo' ° y
zo' REAR SETBACK * ,I (MIN:)' LOT 11 LOT - I t -k • t , t , _ 4 - N _ LOT 26 LOT 27 I I 1' I azxzo' zi xzo vzXzo' (MINJ \ .o c
GARAGE _ _ 3 MIN.) az'X zo' GARAGE
4 LOT ( (MIN.) N
vz'xzo' LOT (!LOT 4 w LOT LOT az•x zo' (MIN) AR o
_ T GARAGE (MIN.) 1z Xzo' 13*' 14 y; 1 16 I , LQT 19 LOT zO 21 LOT �3* LQT �5 a2'x2o' (MIN.) I CES ESM GARAGE (MIN.) AR \\ °
u'x 5 LOT1 LOT18 .. .. , 2z* 2 (MIN.)
I qRq zo' REAR SETBACK
- - (MIN, zz X zo' 20'. - _ Z-.. GARAGE ) zOj (MIN zz'Xzo 12'Xzo' 7 IS w e , ®, 1 zz'Xzo' aiXzo' vz'Xzo' u'Xzo' vYX:o' vz'Xzo' GARAGE GARAGE I I �4 II 16'
20' a. I WI ARAGE (MIN.) " ) az'X2 - (MIN.) (MIN.) (MIN.) (MIN. I [V tV
1�GARgGE (MIN. (MIN. d viXzo' , a:'Xzo' ) SIDESETBACK 12' TYP. \ m
F}- I I ARAGE ) ) (MINJ I . x.!t Q GARAGE GARAGE (MINJ (MIN.) ARAGE (MIN.) ARAGE I I FIC F/C I 5 I d ( ) - _ SIGHT DI (TO END OF ROAD) w N N -
20'80 � -GARAGE GARAGE (MINJ e e GARAG GARAGEI IIL *
GARAGE GARAGE I �' ARAGE VDOT STD RIi STOP SIGN(TYP.) N E
LOCATION OF y$ -- ---- z3+oo 31� �) I 18 12' I I ' ' , , 4 4 , 4) 48'-�, 16' PROPOSED VDOT STD. CG-6CURB
INTER -PARCEL CONNECTION - - (TYP * zO Z -
- - � REAR SETBACK ••- ' • 4 • • • e � e 20' REAR SETBACK - a 12' � I _ 16'
(6o' GRADING & ACCESS ESMT) 300'fl 1' 1 , -� / , , , , , , (TYP.) } * - "� o ems: - - --_- \ 1g+66 c
FOR TMP 45-So Ci _ _ __ DRY ROLLTOP CURB..... _ W \ 20 6 16 16' lfi' i6' - -N .... . '. - - - - - - (�.. - _ (� Q- r R --m - = -- -- - - I PROPOSED ROLLTOP
N -. . , . . , 2T 20' 16' 16' 16' 1 16' -�O' 4 ,�%1 _ ::N. n N.. 19+00 - CURB FOR DRIVEWAY w
5 20 AC SEE DETAIL ON SHEET 6 N Cow T 20 23' _ --- GHT ST AN 2 0 N _ 1 1 LENGTH OF ACCESS(TYP.)
TRAN6' MINSTRANSIT ON LENGTH / ITION FROM ROL OF° / _EAR W `N� 3 00 '(� PEE AC ESS EA EMENT 15*00 / __ - _-- 17 0o SI DRY R`OLLTOP CURB 18 I0o S _ „ 00'R =0 S 3 Y _\ SEE DETAIL ON SHEET 6 P o
o - ' SE F ____ +oo (8' PRIV S LANE D 'R °� 3 n DEAD END Al ALLE
CURB TO CG-6CURB h�*� + 68p1
( ) 00 R 16+0o PROPOSED ROLLTO CURB- - SEE DETAIL ON SHEET6 " - \ NTERLOCATPARION OEL TM 45WEA-u
I 5 OP SPACE B 'Y —9' — —\ \ MON
SEE DETAIL ON SHEET 6 - -
NOPARKINGSIGNS / I RECREATIONA FOR DRIVEWAY ACCESS (TYP.)_ _ - - - - - - - - - - - - - - - - CONNECTION CDM VIRGINS
SPACED 150. ON ,9) ® AREA = 0.1 A zo REAR ® ® 11 VpOT CTION a',
d zo' REAR SETBACK SEE DETAIL ON SHEET 6 (N - ® 22, ' \ (28'ACCESS ESMT/ OF BIGHT OF
CENTER( TYP.) PARKING SIGNS- 33 Z - - ® SETBACK - - ® \ 40' GRADING ESMT) WAY SE C1 0
(MIN.) Ivz 20' a zo ® ® ® ® SPACED15o'ON -9� - - Z _ - - _ viXzo' ` FOR TMP 68D1 G'
�- ^ �� � ® ® ®vz'Xzo' va zo'I I (MINJ ) 4s- yONIN �CIAL M
} pp ® I (MIN.) I I GARAG MER :
I I (MIN.) z2 zo' IXJ ® • ® ® TYP) ®. vz I N. I 1 AG GARAGF� i 7(zo'I vz'Xzo' 8.175 C'7
, I I 1 (MIN.) I I I I zz' zo' ® CENTER (TYP.) TY � PROPOSED z8. 4r 3
GARAGE ® ®( r F ® d zo vz zo I (MINJ JJ GOM
5' SIDE SETBACK • I vz'Xzo' IGARAGEiz'Xz ' I I GARAGE' ,`gRINJ I (MIN.) I 113 zo vz zo' 12 ® ® ® ® ACCESS ESMT 4 ® ® ® 2 5' vz zo' I 1 (MINJ I (Ml ) I I 1 GAR 9 1 v I VAR. WIDTH WALL D 4 o
(MIN.) I I MIN o I az Xzo I AGE12,Xzo' 1 {GARAG (MIN.) I (MIN.) I I 20 22 20' az'Xz ' ® ®~ I ' ' • • • 1 ® ® ® ® ® az zoo vz 20 vz zo vi Xzo I I (MINJ I 1 GARAGE GARAGEI , I 51
___LGARAGEL I ( J I (MIN.) Ivz Xzo jai XzoI GARAGEI GARAGE I I (MINJ 1 (MIN.) I I ° I az 20 . . . 3' z zo a zo zz zo vz 20 vi Xzo I MINJ (MIN.)
4 4 vz 20 (MIN) 1 I I,� I Ivz Xzo I (MIN.) 11 I ILGARAGEjggRAGE---- I ACCESS ESMT. pi
(V o
_-_LARAGE1GARAGE __-�_ I (MINJ I (MIN.) I I iz'X 2o'1 1GARAGE GARAGEI (MIN.) I (MIN.) Ivz zo 121 ' MIN. ((MIN.) I 1 1 (MIN.) ((MINJ 1 (MIN.) ((MINJ I (MIN.) (MIN.) GARAGE (GARAGE v'Xvo 11 vz'Xzo 1 I (MINJ IGARAGEJ__-1 I
m I I -1 -_LGARAGE GARAGE (___ARIA') 1 I jf (MINJ I (M NZo I I I'iY Xzo' IGARAGEi ,� (GARAGEI (MIN.) 3 ` e 4 t ARAGE 1 ARAGE 1 IIGARAGE ARAGE I I jGARAGE ,ARAGE IGARAGEI (GARAGE Iii Xzo' 1 I N11N.) 1 (MIN.) I LQT2AGE1._- 11 11 n
o TRANSITION FROM ROLLTOP CURB TO I L--_J _ GEC I ) z Xzo vz Xzoh I GARAGE G �u xzo vz xzo L----8�171LDING IF1
m io 1 1 1___yARAGE _ 1 (MIN. 1� wiz Xzo' az'Xzo" vi Xzo" (MINJ 1 RAGE GARAGJ_-
,.� I CG-6 CURB AT DRAINAGE INLET 1 LARAGE __ L_ LGARAGE (MIN.) zz'Xzo "' • - Izz XzoI Iaz'Xzo'Iai Xzo' 1 1 MIN. MIN.) MIN.)-ILGARAGEy__-I- - 3 I I ESETBACK M
3 (6' MIN. TRANSITION LENGTH) j I I _J I I (MIN.) (MIN.) 1 , ' • (MIN.) I 1 (MINJ (MIN.) (MIN.) (MINJ LOT 6 1 ( ) ( ( nl _ - I I 1 \ 5' SID o 1___LGARAGEIGARAGE I I. . . J__-13 __GARAGE�iARAG�J_-- GARAGED---- I 0.4UNIT5
k I I I I J JGARAGEJ yARAGEI___LARAGEyARAGEJ___L___GARAGEyGARAGE 1 1 1 1 LQT37 1 111 II \
.. SEE DETAIL ON SHEET6 I - - I_ . `.K , _ I BUILDING#2 NO PARKING SIGNS 1 1 N o
I �^ , • h „ W I 1 TRANSITION FROM ROLLTOP CURB TO SPACED 1 o ON I I ' \
` I I I I SIDE SETBACK II
v • zo'X6' CONCRETE PAD FOR MAILBOXES I I 1 i LOT 35 I I 5' SIDE SETBACK I t ,.LL4 4 4 5' 1 16 UINITS CG-6 CURB AT DRAINAGE INLET CENTER (TYP.) 11 5' FRONT SETBACK 1 - t7 O
o 21 6' I j I j I PUILDING #i I j I I n 11 11 I LQ�f 36 (6' MIN. TRANSITION LENGTH) I I I I ^ o
I I 1 b 1 1 SEE DETAIL ON SHEET 6
i 24 UNITS 1 I -
I I I I ry Y I I 1 1
2g1' : -- -- -- _ -- --- — — — — — — _ _ I 1 I 4 ° I 11 1 1 — — —`N"���
�, _ - : M -
:: LU
PROPOSED VDOT ,.:: . . . . . . . .. . .. . .. . .. . . . .. . ....... _ I _ , .. - -
STD. CG-6CURB � o o , , . , .. ' r .t . .
12'
,,,,,,, -- .. • LLB P - w „
+- FRONT SETBACK�� NIP LL
Q
_ PROPOSED VDOT STD CG-6CURB r r r , , , .. , , 5 - _ �-
H ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
,SEE DETAIL ON SHEET 6 , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , - - , , , , , , , , , , , , , , , 4z.91 - �./ c
I , , ,, , , , , , , , , , , , , , , , , , , , , 5'FRONT SETBACK "W 0
PROPOSED z8 _ , , , , , , , , , , , , , , , , , , , , , , , , , , , , . „ , .. 4 J
•
,,,
,
, , , , , , , , , , , , ....PROPOSED RIGHT OF WAY EX. ALBEMARLE COUNTY , , .. , . , , , , , , , , , , , , , , , , , , , , , , , , , , , 4 .. a
ACCESS ESMT - E I,,;,;,,,,,,,,,,,,,,,,,,,,,,, NTO ALBEMARLE' ....... ..........,e.. Sz -�- - J
„DEDICATIO LEey• „ --- RE ^ —
MANAGED SLOPES � �•� `
4 4 • ` • • k . PROPOSED 5' CONCRETE,
�...,� PROPOSE4D�5'•COIJCR�ETE �,,,,,,,,,,,,,,,,,,,,,,,, ,.,,.,,,,,,,,,,,,, vk , ��� .,� COUNTY ,,,,,,,,,,,,,,,,, .... � „ � ,•
SWIDE ., , .,, ` n
, ,OPEN SPACE A ` , • ` ` ' ` ` ` . ` • , , • , , , , , , , ,, , , , , , , , .. PROPOSED RETAINING WALLS , , , , SIDEWALK (TYPJ , , ,,, ,... —
c
:,
ASPHALTTRAIL - ,
., z
I , ,SIDEWALK W/STAIRS (TYPJ,, , ,, , ,,,,,,, , ,, , ,, , ,,,, , , ,,,,, ,, ,,,,,,,,, , , ,, , ,, , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , ,SEE DETAIL SHEET6-
.. , , , , , , t t t t 4 RE{REATIONAL• k k k .. , SEE GRADING PLAN FOR HEIGHTS - - -
• ' f 4 ^ e ,. t SEE DETAIL ON SHEET 6. (WALL DESIGN BY OTHERS) t .': '. ` 4 ` ` `
4. ,SPLANTINGSTRIP ..... ............................... L
, „
ARP. `1181;4C` uj
Q
„ „ ,
." VDOT STD. ,,,,,,,, ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,, .. •• .., , � � - �
2�i , CG-1z (TYPE B) , .. ........... . .. . .. . . . . . . ..� : , ' , .... -
, , , ,PROPOSED 5 CONCR`EtE 'C ' c
it • ..... • k LL SIDEWALK TYP. ` PROPOSED VDOT STD. CG-6 CURB
4
STREET TYP. ( )
,
•
3 SEE DETAIL ON SHEET6 " " " • • k t SEE DETAIL ON SHEET6 " ' V ., , , , r e 4 4, e ,k 4 e e e - , , , , .. - - -
O V /
J
, , , , , ....... , ... , , , _ _ -
VOOT STD Ri-1 .. , , , , .. , TMP
STOP SIGN TYP.) WRT R
Arm
u
WAL
nVDOTSTD. BUSINSTORE
C1 - _ - - - - - - _ _ - - - - - -
Im -
r (TYPE B) - --- _ -
-- - - --------� 12'-------- --- - -
_- 5' wIDL SIGHT DISTANCE=390' -
Z_= CROSSWALK 12 542012'S7.15'W 2.00.00'—------- -
Y
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--- C2 oo'RIGHTTURNLANETAPER BERKMAR DRIVE ------ -----
- - - - - - TMyP p 5 61 STOPHER B
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- - - - - - -
- - - - — - - - - - - -
- -
T ' g HUNTER
— STATE ROUTE1403 - ---- - - {
�+
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----
— --- CLEASD. TRUSTEES
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+ — -------------
o -
- - - - - - 50' PUBLIC R/W � x—X—x--x---- PC.608
x—x _ D.B. 5376,
- - x
ul
v
- -
rn - - - -PROPOSED
-
J
C9
z
- - - - MILL
- X/x
'D & OVERLAY PER VDOT
- - —x—
w
STD. WP-z PAVEMENT WIDENING
DISTANCE TO NEAREST DISTANCE TO NEAREST NOTE:
INTERSECTION = z,145' INTERSECTION=1,460' (*)DENOTES AFFORDABLE
I (HILTON HEIGHTS DWELLING UNIT. A 101 AL OF u ARE _
ROAD) TMP REQUIRED FOR THE PROJECT AND x
WOODBROOK DRIVE x
CHARLOTTESVILLE
REALTY TOTAL OF II HAVE BEEN PROVIDED
I - D.B. 1439, P.196 / x
3
VDOT STD Ri-2 - - - F/ ". FIC
------------- D STOP SIGN(TYP.)
- - - - - - - i VDOT STD.
------ n
------- I CG12
=
------ r (TYPE B) _ --
---------------- -----
5 WIDE
- - - - - - CROSS___ALK
Ln
m
IGHTDISTWCE-390 ------------- ---- ---
------_ - fn------- PROPOSED MILL
- -0 & OVERLAY PER VDOT
----- _ _ _ _
m STD. WP-2 PAVEMENT WII
-------_ —_ _ ----------- m
DISTANCE TO NEAREST DISTANCE TO
INTERSECTION = 2,145 INTERSECTIO
— — — }� THP 45-68C1 WOODBROOK DRIVE (HILT RON
MALLOY PROPERTIES I
G G III LLC -
G TMP 45-45 k -
LOT AREA TABULATION
LOTNUMBER
LOTAREA(SF)
BUILDABLE AREA (SF)
LOTNUMBER
LOTAREA(SF)
BUILDABLE AREA (SF)
1
2622
1681
19
2331
1346
2
1829
1410
20
1711
1210
3
1361
1035
21
1357
958
4
1401
1000
22
1355
955
5
1743
1 1243
23
1356
956
6
1750
1250
24
1440
1019
7
1785
1283
25
1479
1080
8
1837
1333
26
1862
1363
9
2952
1813
27
4308
1718
10
1 3029
1891
28
3767
1346
11
1954
1454
29
1420
1020
12
1556
1156
30
1413
1013
13
1550
1150
31
1407
1007
14
1544
1144
32
1401
1001
15
1538
1138
33
1742
1242
16
1532
1132
34
2776
1576
17
1 1904
1403
35
29777
21273
18
1 2375
1 1439
36
19266
13188
37
18361
12685
LU
Lr_
z
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Lu
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cn
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OTE: ALL STREETS
NREETS WITHIN THE DEVELOPMENT SHALL BE MARKED
I —I
o
WITH NO PARKING SIGNS ON BOTH SIDES OF THE ROADWAY.
j
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GRAPHIC SCALE
n
30 0 15 30 60 120
< �
j
0
J
CD
x
X
( IN FEET )
CD
°
1 inch = 30 It
N
"�
o
I
°
°
I
�
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
CHORD BEARING
CHORD
C4
2760.66'
40.23'
20.1V
0°50'06"
S41°4754"W
40.23'
C5
5755.50'
141.11'
70.56'
1 24'17"
S41 °3049"W
141.10'
C6
2760.66'
435.08'
217.99'
9°0148"
S3605158"W
434.63'
I-
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a Ln
JOB NO.
202196
SCALE
111 _ 301
SHEET NO.
3
TMP 45-80
RIDCEWOOD MOTEL &
MANOR Lp
ZONING: R6
D.B. 5163, PC. 405
EASEMENT PLAT LEGEND
VARIABLE WIDTH ACSA UTILITY EASEMENT TH Qj Jl�
/ O / �Gi VARIABLE WIDTH PRIVATE ACCESS EASEMENT �`
0SCOTT R. LLINSZ
/ / ® VARIABLE WIDTH PRIVATE DRAINAGE EASEMENT U No. 35791
/ / o00p00p0 00o io' PRIVATE DRAINAGE EASEMENT d�o� 6/27/22c4
�S'SIONAL
TMP 45-72 VARIABLE WIDTH SWFACILITY ACCESS &
SEEVERXER AUTHORITY A WATER Y SWIM
EASEMENT
/ D.B. 768, PC. 277
TMP 45-73 VARIABLE WIDTH RWSA UTILITY EASEMENT
HINES, ZELDA MAE OR / TMP 45-71
/ RIVANNA WATER $ ���������� VARIABLE WIDTH WALL& MAINTENANCE
B. 1 LEE HINES SEWER AUTHORITY �������L�����` EASEMENT
DB. f056, PC. 607 D.B. 768, PC. 277
TMP 45-7S I l /
WEBER, LEWIS A �� PROPOSED VDOT RIGHT OF WAY DEDICATION
LIVING TRUST I ; (0.42 ACRES)
PROPOSED OPEN SPACE PARCELS
VDOTR/W / TMP 45-68C2 / (1.3i4ACRES) z w
DEDICATION / 2.710 AC o w
—�'l(0.334 ACRES) np v o c p o VARIABLE WIDTH SIGHT DISTANCE EASEMENT v w - I � (APPROX) / � J
— — / of in
TMP 45-68E / NOTE: SEE SHEET i6 FOR LANDSCAPING EASEMENTS. m LU
-- - � ( /l i 2.211 AC l O J o
—__ — — X---X--X—X—X--X--X--X--X--X--X % _ — — a U
_ _ x (APPROXJ -_�� - ------ - - ------ - - o
_ XJ
_ _ X—x X — 4� Z o z
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STATE ROUTE 659 m
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- — — — —
_ 40' R/W � Caa
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3 I
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TMP 45-68C
CHARLOTTESVILLE
REALTY C
D.B. 1439, P.196
_X_X_X_X-
I
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 fL
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JOB NO.
202196
20
SCALE
III _ 301
SHEET NO.
I 3A
NOTES:
1. PROPOSED STORM SEWER SHOWN IS HDPE EXCEPT AS NOTED OTHERWISE. THE CONTRACTOR
MAY SELECT A VDOT APPROVED MATERIAL LIEU OF THE HDPE FROM THEIR APPROVED LIST
PROVIDED ALL PIPE, PIPE BEDDING, BACKFI L AND INSTALLATIONS ARE IN ACCORDANCE WITH
THE CURRENT VDOT STANDARDS. ANY PI MATERIAL PROPOSED AS CL. IV RCP SHALL NOT BE
SUBSTITUTED WITH ANOTHER PIPE MATE IAL.
2. ALL TOWNHOUSE UNITS AND CONDOMI IUM BUILDINGS SHALL HAVE ROOF DRAIN SYSTEMS
THAT WILL COLLECT THE RUN-OFF AN CHANNEL IT FROM THE ROOFS TO THE PROPOSED
/
DRAINAGE SYSTEM.
3. ALL PUBLIC WATER AND SEWER FACI TIES SHALL BE DEDICATED TO THE ALBEMARLE COUNTY
/
SERVICE AUTHORITY.
4. ALL PUBLIC WATERLINE EASEMENT SHALL BE PLATTED PRIOR TO FINAL SITE PLAN APPROVAL.
5. CONTRACTOR SHALL VERIFY ALL E ISTING UTILITIES ON THE SITE AND NOTIFY DESIGN ENGINEER
OF ANY DISCREPANCIES OR DEVIA IONS FROM THE UTILITY PLAN PRIOR TO INSTALLATION OF
L A
THE UTILITIES. CONTRACTOR SHA ALSO VERIFY ELEVATIONS OF EXISTING UTILITIES AND
TMP 45-73
/
DRAINAGE STRUCTURES AND NOT FY THE DESIGN ENGINEER OF ANY DISCREPANCIES PRIOR TO
HINES, ZELDA W OR
THE START OFTHE UTILITY INSTA LATION.
WILLE LEE HINES
DB. 1056, PC. 607
TMP 45-74A I
l
WEBER, LEWIS A
LIVING TRUST I
--- OH
- - - --SOH
OH - I
NOTE:
CONTRACTOR SHALL COORDINATE WITH RWSAAND ACSA FOR THE
CONNECTION TO THE EXISTING RWSA 30" WATERLINE DURING
CONSTRUCTION AND TAPPING.
CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION,
OUTSIDE DIAMETER AND THE PIPE MATERIAL OF THE 30" WATERLINE PRIOR
TO ORDERING THE TAPPING SLEEVE. RWSA SHALL BE CONTACTED 3
BUSINESS DAYS IN ADVANCE OF THE TEST PIT AND SHALL BE PRESENT
DURING THE TEST PIT. THE TAPPING SLEEVE SHALL BE APPROVED BY RWSA
PRIOR TO BEING ORDERED. THE TAPPING CONTRACTOR SHALL BE APPROVED
BY RWSA PRIOR TO THE TAP.
A MINIMUM OF 3 BUSINESS DAYS NOTICE SHALL BE GIVEN PRIOR TO
INSTALLATION OF THE TAPPING SLEEVES. THE 30"x8" TAPPING SLEEVES AND
VALVES SHALL BE INSTALLED PLUMB. FOLLOWING THE PLACEMENT AND
TESTING OF THE 3o"x8" TAPPING SLEEVES AND VALVES, A CONCRETE PAD
AND THRUST BLOCK SHALL BE PLACED UNDER AND BEHIND THE TAPPING
SLEEVES AND ALLOWED TO SET PRIOR TO MAKING THE TAP AND ALLOWED
TO CURE FOR A MINIMUM OF 24 HOURS PRIOR TO CONDUCTING THE TAP.
NO PERMANENT CONNECTIONS TO POTABLE WATER SYSTEM ARE ALLOWED
UNTIL THE NEW WATERLINES ARE TESTED, DISINFECTED, AND READY FOR
SERVICE. SEE RWSA GENERAL NOTES ON THIS SHEET.
NOTE: TESTS PITS HAVE BEEN PERFORMED ON THE EXISTING RWSA
WATERLINES, SEE EXISTING CONDITIONS SHEET. ADDITIONAL TEST
PITS SHALL BE PERFORMED FOR ALL THE CROSSINGS PRIOR TO THE
CONTRACTOR ORDERING MATERIALS. AN INSPECTOR SHALL BE ON
SITE FOR ALL TEST PITS PERFORMED. CONTRACTOR TO PROVIDE
COLLINS ENGINEERING WITH TEST PIT RESULTS TO VERIFY
PROPOSED CROSSINGS AND EXISTING WATERLINE DEPTH PRIOR TO
ORDERING MATERIALS FOR UTILITY CONSTRUCTION.
TMP 45-72
GRAPHIC SCALE
RIVANNA WATER $ SEWER AUTHORITY ao o 15 ao so 120
/
D.B. 768, PC 277
l TMP 45_71 ( IN FEET )
/ RIVANNA WATER t 1 inch = 30 It.
SEWER AUTHORITY
/ D.B. 768, PC. 277
PROPOSED 8" SANITARY SEWER
TO BE DUCTILE IRON PIPE FROM STIR. S12 / W �MDP 45-69B1
TO STR. Sn. PROPOSED So LF OF 30 WELDED
REVOCABLE TRUST
TMP 45- 68C2
STEEL BAND CASING MIN. 0.25" THICK WITH END
APS AND SPACERS SHALL BE AROUND THE SS
/
D.B. 5302E PC. 48
VARIABLE WIDTH
2.710 AC
FOR THE LENGTH OF PIPE CROSSING THE
RWSA UTILITY
(APPROX)
W/L EASEMENT IN ACCORDANCE WITH DETAIL
/
EASEMENT
36AC TO BE INSTALLED BY BORE
DB. 5655, PG. 361
KSING
AN
x
VARIABLE WIDTH
CONNECT TO EXISTING 30" DIP TMP 45-68E
RWSA UTILITY
n
�� x—x
I I z ox
O3 2,211 AC
EASEMENT
--
--
x x—x—x—x—x—x x
OH
/
x WET TAPS), SEPARATED 5.5' HORIZONTALLY I
(APPROX
D6.5655�PG.36i
--
--
W-
_
o
-
x � -x--
k_ —x TO EXISTING /
xx
_ _
W
_ _ W—
WOODBURN ROAD
_
18" R
—CONNECT
- WATERLINE VIA 2 TAPPING
�
SLEEVES. CONTRACTOR TO
__ STATE ROUTE 659
' VERIFY SIZE, INVERT AND LOCATION
40'R/W
NG,1
11
SCOTT R. LLINS'Z
No. 35791 11,
12/09/22 4)
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OF EXISITNG WATERLINE Pa! UI
BEFORE CONSTRUCTION
-PROPOSED WATER SERVICE LATERAL - -- _ _ z o>wc o
- _
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WITH TRAFFIC RATED TOP TYP.) — - .` -
—��
TRAFFIC RATED METER BOXES (TYP.)
TMP 45-80 LOT z
� Sa
_ _ _ go° BEND 11 RIDCEWOOD MOTEL $ 3 LOT LOT 6 — _ — _ — — _ " — � ` _ _ — —
MANOR LP I 4 h L — — — ^ — - — — — I (i) 6"GATE—
ZONINC: R6 I LOT 7 I I I — — — — — _ EXISTING ARV WILL BE LOWERED TO �. I I I TO i-FH ASSEMBLY— — — PROPOSED WATER SERVICE LATERA
D.B. 5163, PC. 405 I I 1. — — FINISHED GRADE AND PLACED IN A ` ! PROPOSED VARYING WIDTH _ -1 _ - 34 °
LOT 8 I LOT 9 I LOT LOT W/TRAFFIC RATED TOP (TYP.)
(PROPOSED 8" DI WATERLINE (TYP.) DOGHOUSE MANHOLE STRUCTURE( PUBLIC UTILITY EASEMENT I I I r301
LOTi I 2 I 33
- �- z PROPOSED TYPEA
LOTio WITH A TRAFFIC RATED FRAME AND - _ - -_--_DB PG 7 I LOT 28 I LOT3 3
I I I LOT ii LOT LOT LOT ' COVER -SEE ARV MANHOLE DETAIL I - LOT LOT 26 LOT z I I I 2g BLOW OFF ASSEMBLY
LAT
PROPOSED SANITARY SEWER _ _ ATE II� R SERVICE [� ERAL 1 14 LU LU I LOT i LOT -LOT LOT LOT PROPOSED SANITARY SEWER °
SERVICE LATERAL (TYP.) Sio - - - - PROPOSND�RAFFIC RATED TOP (TYP.) 15 16 LOT 3.7 LOT i8 u 7 PROPOSED VARYING WI 4 S ( pl zs TYP) / o
I 3 9 LOT zo 2 I
PUBLIC UTILITY YING WIEASEMNTH 2 I 8 SERVICE LATERAL ( / w N N
SgA \\ i I L DB. PG. _ PROPOSED 6 DI WATERLINE (TYP. �I 58 - _r o ' o E
I
S PROPOSED SANITARY SEWER.
I
M° -
/, M - -
- - SERVICE LATERAL TYP..
PROPOSED 8" SANITARY - � e -I.
SEWER (TYP.) s100
s+°°
8DI
o ROPOSED 45° BEND iO0 Su 26+00 roo 57 — q M -- ° TMP 45rI
� Slz - -
\\ - - - M ND -PROPOSED 45 BE COMNON��)NIA
— - _ M M M - - - ® PROPOSED 6" DI OF YgICHT OF _� 0
91 I I ® ® ® ® ® - - - - - - - 1 C - ® WATERLINE (TYP. V WAY NIN�IC1 o
' (1) 45°BEN D ® ® PROPOSED 6" DI WATERLINE (TYP. - - - 7 _ ZO CIAL M o
® ® ® ® - " " ` - ® PROPOSED 6' PVC SANITARY MER
1) FH ASSEMBLY W/ I ® ® ® ® (i) 8"x6" REDUCER ;I` ; ` ; ` (i) 8"X6" TEE & ® ® ® (TYP.) PROPOSED 8" SANITARY Cp0 I754, M 3
k I ® ® ® ® ® SEWER SERVICE LATERAL TYP. DB 51 4 ® O7
(i) 6" GATE VALVE SEWER TYP.) I pG.
6" GATE VALVE ,31
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59 SERVICCE LATERAL TYPITARYSEWER L I L_--� z "X "TEE I L . 2.-- LOT36 (i) METER BOX I-- - I Q
--- --- ---� (i) 4" FIRE LINE
- _ I-__L--- 8�71LDING #3 I I M
& (i) 4" GATE VALVE L _-- --- '
PROPOSED VARYING WIDTH 8 (TYP.)
) i i W/ j fiX TEE & J / k 4 e (1) METER BOX ---L- BUILD 36 # 1 J y --- (1) 8"X6"TEE 14 UNITS z o
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PUBLIC UTILITY EASEMENT o i6 UNITS i FIRE LINE (z) 6" GATE VALVE ® A
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I — — 35 4 8"X4" TEE & C30
DB. , PG. _ I - - z UNITS O 4�� / / R �q W/z6"X4" TEE(&E i PROPOSED 6" PVC SANITARY SEWER O 4" GATE VALVE , , CV
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----- --- _ TMP45-68 w o
BERKMAR DRIVE ----- -- -- — �q ,
------------------- _ _ ----- - SANDRA Pc TECI'RIif WOOD,
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N RIVANNA WATER & SEWER AUTHORITY (RWSA)GENERAL WATER & SANITARY SEWER NOTES F_ u
z
TMP 45-68C x—x_-x x LAST REVISED: APRIL zo16 U Jo
/ ` - x i. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER DESIGN AND CONSTRUCTION STANDARDS - VERSION i.o, ADOPTED IN DECEM BER 2015, EXCEPT AS ,`I
o
MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. J / >
li o I z. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK. W
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). o
t, I 4. RWSA ENGINEER (VICTORIA FORT AT(434)977-z97o EXT.205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. n
2 m
mi 5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES /QIT��
Z I ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. - _ V =
Fri
6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE-TESTEDBEFOREACONNECTIONISMADETOTHESYSTEM. O
TMP 45-81 0
THIRD MESA LLC 1 m 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION
1 m OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS.--� "
THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE o
PROPOSED 8" SANITARY V 'I CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.
SEWER (TYP.) IP 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED
- - - u E
m - - -- -- OTHERWISE BY RWSA IN WRITING.
TM _ _ _ - m ~ o
P 45 _ _ - NO BLAST NG SHALL BE PERM T-FED W TH N im FEET OF RWSA FAC L T ES W THOUT WR TTEN PERM SS ON AND RWSA APPROVAL OF THE BLAST NG PLAN. GROUND MON TOR NG DUR NG BLAST NG AND A PRE BLAST SURVEY MAY BE
1 - 9�
RKMAR DEVELOPMENT LLC \ LOCATION OF SANITARY - _ _- - - - - S2 REQUIRED. FOR BLASTING WITHIN im FEET OF ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND/OR PRE -AND POST -CCTV MAYBE REQUIRED. RWSA MAYALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL O w
SEWER TIE-IN CONNECTION - - - - - - - - - - S S �r S
_ S 1 --- - S ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL
------------------- �S�S -
COST TO THE OWNER.
S io. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORTSHALL BE PROVIDED FOR THE EXISTING JOB NO. o
o
Sl — S - PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. 202196
EX S-7 - S — S - - - - - - - - - - - u. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS SCALE
°' - - - - - -
- o OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM. 1=,Q
o 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. =
- - - - - - - - - - - 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. SHEET NO. o
- - - _ - - - - - - - - - - - 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. 4 F
- s
TH o
SCOTT R. LLINSZ
\ \ \ \ \ \ \ \ \ \ \ \ \ U No. 35791
6/27/22
I / \
i
TMP 45-72 \ \ \ \ \ \ \ \ �rSIONAL E�Cl
/ RIVANNA & \ \ z
HATER \ z
SEWER AUTHORITY \
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766, Pc. z77 w
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\ NINES, MZELDA 7AlAE OR / l
TMP 4577145
o
HILLS LEE NINES / RIVANNA HATER $ 0
/ SERER AUTHORITY \
DB. R , PG. 607 w
D.B. 768, PC. '�77 0
/ TMP 45-74A / ( \ % \ ` � �\ � l /
HEBER, LEWIS A PROPOSED 8" HDPE ROOF DRAIN /
LIVINC TRUST / I SYSTEM W/i0' PRIVATE DRAINAGE ESMT
DB. ,PG. O - / TMP 45-69Bi"
I
HUNTER
CONTRACTOR TO TIE IN /
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VOCABLE TRUST
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TO STORM INLET � Z 3
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m o m (� - (`) - (*) 535.17 BSMT=53S - BSM 535.08 BSMT-534.42 BSMT BS2M B M.7S - 2 29 31 3 \ 524TW /
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\ \ \ FFE=331.91 FFE=532.58 I i - --- _ I I I \ I - \ / �I ��-----�I DRAIN SYSTEM W 10' / 1 /( I / J-- - ILDING # I I GAR=57.00 WALLB M
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TO SWIM FACILITY
PROP. 20' PUBLIC J _ - - -- - -
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DRAINAGE ESMT -- 5 - -- ------ - 14A _ 494Tw 51 sinew _ _ _ _ / c
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- N E' S10TW/BG 508BW 516BW
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- PROP. VAR IABLE WI DTH ____________- BERKMAR DRIVE-'- -- r' s16.oew �- Ci0__ _ / P. nn W `/ c
_ _ _ -SWM FACILITY -
e 516.03EP z - STATE ROUTE 1403 - - - - - s -� / �'� __ - _ _
- - - - - - - T'' _& ACCESS ESMT 15" RCP / -
_ _ _ SANIIRA i W o'
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z - - $ _ _ _ GL6A_SON do JSTEENTER-A �� / y z E
------------- --- DB.----------- ---- PUBLIC / �- - 53
v - - - - - 50 PUB _ - �/ / / / / / --��"--�`- �'' D.B. TR �BTEP� 608
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------------- �_ - // / NCO TN RACTORTOTIEIN�
OOF/YARD DRAIN SYSTEM_ 15" RCP II/// z
TO STORM SEWER SYSTEM _ NOTES: f f I �/ w
PROPOSED STORM SEWER SHOWN IS HDPE EXCEPT AS NOTED 1 1 \ I IIII w LL z
OTHERWISE. THE CONTRACTOR MAY SELECT A VDOT APPROVED ` 1 ` J I I III I IIII O N
x ( C MATERIAL IN LIEU OF THE HDPE FROM THEIR APPROVED LIST
PROVIDED ALL PIPE, PIPE BEDDING, BACKFILL AND I \ � z
-TMP` 45- 8� INSTALLATIONS ARE IN ACCORDANCE WITH THE CURRENT VDOT 1 ` I \ I / IlI in U o
/ r ---- CHARLOTTESMM - - - - - l L III STANDARDS. ANY PIPE MATERIAL PROPOSED AS CL. IV RCP SHALL ( J I I I-1
t - / REALTY PC. 1 - - - - 7 �rX-\X \ 1 l I NOT BE SUBSTITUTED WITH ANOTHER PIPE MATERIAL. 1 1 \ I `I > o
D.B. 1439 P \ 2. ALL TOWNHOUSE UNITS AND CONDOMINIUM BUILDINGS SHALLLu
- / / / / \ I I \ l > 1 l 1 / 1 ) I HAVE ROOF DRAIN SYSTEMS THAT WILL COLLECT THE RUN-OFF
- - ` I I I \ / //� ` / /� �� DRAINAGE SYSTEM.
THE ROOFS TO THE PROPOSED
% ) r a
I 1 Q >
3. ALL PUBLIC WATER AND SEWER FACILITIES SHALL BE DEDICATED 1 \ - Ur
TO THE ALBEMARLE COUNTY SERVICE AUTHORITY
X� 4. ALL PUBLIC WATERLINE EASEMENTS SHALL BE PLATTED PRIOR c O
- I \ / ' / \ / % / ! / J \ ( TO FINAL SITE PLAN APPROVAL
x-X-% j l I S. CONTRACTOR TO ENSURE SWALES TO YARD DRAIN INLETS ARE
INSTALLED TOCONVEY RUNOFF DESIGNED. 12I o
16. SEE SHEETS i2 & 34 FOR ROOF DRAIN/YARD DRAIN DESIGN.
I / I• 7. SEE SHEET 16 FOR LANDSCAPING DESIGN AND STABILIZATION OFu!
a`
THE PROPOSED SLOPES STEEPER THAN A 3:1 SLOPE. I D
8. THE MAXIMUM PROPOSED SLOPE IS 2a, NO GRADE MAY EXCEED u 0
THIS SLOPE. 0 w 0
O
JOB NO. 0
j GRAPHIC SCALE 202196
30 0 15 30 60 120 SCALE
111 = 01 cc
IN FEET ) SHEET NO. o
1 inch = 30 ft. 5 m
s
GENERAL CONSTRUCTION NOTES FOR STREETS
ALBEMARLE COUNTY
1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY
GENERAL CONSTRUCTION NOTES
DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES
1. PRIOR TO ANY CONSTRUCTION IWTHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION TO ANY EXIS771VG ROAD, A PERMIT
OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE
SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON (WOT). 7HIS PLAN AS DRAW MAY NOT ACCURATELY REFLECT
DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL
THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL
2. ALL MATERIALS AND CONS7RUC77ON METHODS SHALL CONFORM TO CURRENT SP£CIFICA77ONS AND STANDARDS OF VDOT UNLESS OTHERWISE
A T N T NARY N A NATURAL WA
EASEMENTS ARE 0 BE EXTENDED 0 A BOUNDARY LINE OR N TUR L WATERCOURSE.
NO7ED.
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL
3. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CON7ROL PLAN AND SHALL
MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE
BE INSTALLED PRIOR TO ANY CLEARING GRADING OR OTHER CONS7RUC77ON.
INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C).
MUM IM ALLOWABLE 3..1 OR BETTER ARE
5(HORIZONTAL:VER7ICAL. WHERE REASONABLY OBTAINABLE LESSER SLOPES OF )
E SLOPE IS 2:1 B LLOW MU THE MAXI
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1.
TO BE ACHIEVED.
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.
6. PAVED, RIP -RAP OR STABILIZA77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN 7HE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT
B. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION,
IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
7. ALL 7RAMC CONTROL SIGNS SHALL CONFORM WTH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND
B. UNLESS OTHERWISE N07ED, ALL CONCRE7E PIPE SHALL BE REINFORCED CONCRE7E PIPE -CLASS III.
9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WITH OSHA STANDARDS FOR 7HE CONSTRUC77ON INDUSTRY (29 CFR
PROPERTY NUMBERING ORDINANCE AND MANUAL.
PART 1926).
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.
NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE
13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE
PROPOSED TO BE STATE MAINTAINED:
CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT.
I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED.
ROAD NOTES
ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED.
GRADING:
1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE
III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE
MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT.
MATERIALS.
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE
MATERIAL TO THE SATISFACTION OF THE ENGINEER.
iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED
3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD
AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED.
INTERSECTIONS SHALL BE REMOVED.
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE.
v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN,
PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND
DRAINAGE:
THE PLACEMENT OFA PAVING COURSE AS SOON AS POSSIBLE.
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT.
2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE.
vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OFTHE FINAL
3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15)INCHES AND SHALL BE PLACED IN ACCORDANCE
INSPECTION.
WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS.
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER
PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION.
COURSE.
PAVEMENT:
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.
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.
1 SM-9.5A
TOP
SURFACE COURSE
OF
4"
2" R
3" BM-25
CURB
7
INTERMEDIATE COURSE
YDOT STD. CURB A -
COE�HEAD RENT
�OURSE,TVDO ED AGE AEGATE
�0 �0 �o 0
�"
TO
CONSTRUCTED ADJACENT TO DROP INLET (DI-3)
AND FLUSH MTTH INLET TOP
"A'
6
BASE #
0 00 o o� 0
WITH TYPE N0SIN0
8- -
1„. 1,�
OR #21B DEPENDING ON
ULTIMATE TRAFFIC
13"
°° °
AND UNDERDRAINS
7-
°
as
COMPACTED
COMPACTED
SUBGRADE
O.WL
°
ASPHALT PAVING - ALLEYS
�"
FLOWUNE•,• p ..e• . ••:_ � . :• .r T.. UNF.'
STD. ROLL-70P CURB SECTION
DETAILS XS-3A AND XS-3C
PLAN
NO SCALE
"..
(VARIABLE WIDTH)
MIN. 5'
I'm
� 4" 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
5' ASPHALT PEDESTRIAN TRAIL
NO SCALE
L- 1, f6" 2,
\VOTSTANDARD CG-6 STONE#57BASE UNDER CURB
CURB & GUTTER & CHECKED BY VDOT
NO SCALE PRIOR TO PAVING AND/OR
BACKFILLING.
Face of �Curb Invert Line 6in R2ft3in tin 28 in
. I R2ft6in
12
d°
Builder's Option: Area may be concrete.
Bottom of curb may follow slope of
sub -base provided a minimum depth s
Of 7 inches is maintained. ^'
iftoin 2ft0in
ROLLTOP CURB
Face of Curb Invert Line
�6 in 26 in
R2ft3in
R ift6 in
° 2°/G
° °
.„ -..m d c
M d°° n
4. °
d°
Z
° Builders Option: Area may be concrete.
Bottom of curb mayfollow, slope of
sub -base provided a minimum depth
Of 7 inches is maintained. ry
, ftnin -
DRY ROLLTOP CURB
NO SCALE
2" ASPHALT
6" COMPACTED AGGREGATE
BASE COURSE, VDOT #21A
o o o o o
OR¶MATE DEPENDING
LIMITS
\ �O�\���\��/\�/�\/����/\��\�/�\/���\�/ �%��\
AND UNDERDRAINS
SUBGRADED
ASPHALT
PAVING - DRIVEWAYS
NO SCALE
PROPOSED 1" SM-9.5
OVERLAY
EXISTING ---
IIIIIIIIIIIIIIIIIIIIIIIIIII
PAVEMENT
EX. STONE
\ / /\/
/\/Ulu
COSUBBASE
MPACTED
SUBGRADE
ASPHALT
PAVING - MILL/OVERLAY
NO SCALE
1.5" SM-9.5
SURFACE COURSE
3" BM-25
INTERMEDIATE COURSE
5.. 21-A
BASE COURSE
SUBGRADE
ASPHALT
PAVING - WOODBURN ROAD
NO SCALE DRIVE AISLE AND PARKING EXPANSION
*NOTE: THIS IS A MIN. PAVEMENT DESIGN.
ASPHALT PAVEMENT SECTION SHALL MATCH
THE EXISTING PAVEMENT SECTION.
1.5" SM-9.5
SURFACE COURSE
4" BM-25
INTERMEDIATE COURSE
9.5" 21-A
BASE COURSE
COMPACTED
SUBGRADE
ASPHALT PAVING - BERKMAR DRIVE
NO SCALE TURN LANE
*NOTE: THIS IS A MIN. PAVEMENT DESIGN.
ASPHALT PAVEMENT SECTION SHALL MATCH
THE EXISTING PAVEMENT SECTION.
6" VDOT 21A
6" VDOT 27A
STONE BASE
STONE BASE
- ��
-____ `t( _
_ --
-- _ - ---
--------------- ------
TRIP GENERATION
SCALE: 1" = 100'
TRIP GENERATION CALCULATIONS
ITE TRIP GENERATION:
TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE
TRIP GENERATION MANUAL, 3.oTH EDITION. CODE 220 WAS USED FOR THE
DEVELOPMENT
PROPOSED
88 DWELLING UNITS
ADT RATE -
7.32 VPD PER DU = 644 ADT (322 ENTER/ 322 EXIT)
AM PEAK RATE -
0.46 VPD PER DU = 42 VPD (9 ENTER/ 32 EXIT)
PM PEAK RATE -
o.56 VPD PER DU = 49 VPD (32 ENTER/ 28 EXIT)
Table 4: Pavement Design (VDOT Pavement Design Guide)
Pavement Design
RF= 1.0
Location
ADT
HCV
Design
CBR
SSV
Surface h a
Base b a
Sub -base h a
Dp
ADT
�Dr
Private Alleys
1516
12
1536
15
15
112.26ISM-9.5
1.5
2.25
BM-25
3
2.25
121A
6
0.6
13.73
GROUND
TYPICAL ROAD SECTIONS
N TS
NOTES:
2. SEE PAVEMENT DESIGN CHART ON THIS SHEET FOR ROADWAY DEPTH REQUIREMENTS.
2. STREET WIDTHS SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY AND FIRE AND
RESCUE STANDARDS & WILL PROVIDE ADEQUATE WIDTHS.
ROLL TOP CURB CA OR CG-6 ROLL TOP CURB £.
/SEE PLAN SHEETS OR CG-6
FOR LOCATION 1.5" SM-9.5 ASPHALT SEE PLAN SHEETS
TOPCOAT FOR LOCATION \
zX zx
CURB &
GUTTER
CURB &
GUTTER
3" BM-25
COMPACTED INTERMEDIATE COURSE CURB &
AGGREGATE BA5E GUTTER
TRAVELWAY COURSE TRAVELWAY
28' PRIVATE CCESS
TYPICAL PRIMATE ALLEY ASECTION WITH NO PARKING
(28' WIDTH PRIMATE ACCESS EASEWiVT)
25 .lfPH DESIGN SPEED
NOT TO SCALE
R/W
i CG-6
1.5" SM-9.5 ASPHALT CG-6
TOPCOAT
2% 2T
ISE
" COMPACTED 3" BM-25
AGGREGATE BASE INTERMEDIATE COURSE
TRAVELWAY COURSE TRAVELWAY
0' 0
31' PRIVATE ACCESS EASEMENT
TYPICAL PRIMATE ALLEY SECTION WITH NO PARIl'ING
(31 ' WIDTH PRIMATE ACCESS EASErIfENT)
25 MPH DESIGN SPEED
NOT TO SCALE
1.5' SM-9.5 ASPHALT
TOPCOAT
EMS77NG CA
4" BM-25 INTERMEDIATE I ENSry
COURSE
EXISTING CG-6
CG-6
5' ��� CURB & GUTTER 9.5" 21-A BASE COURSE CURB & GUTTER
5/DEWAEK POINT OF
\ ,4 I FINISHED GRADE \
CURB &
GUTTER
R/W
6" VDOT 21A
STONE BASE
6" VDOT 27A
STONE BASE
EXIST GROUND
YPUI
4" MOOT 21A STRIP
STOVE BASE ♦" T
EXIST. GROUND
g ;' PROPOSED E) E%ISTNC 12• E%ISTNG tY E%ISIING 12 45 EXIST GROUND
(RAIN LANE) (TRAWL LANE) (CENTER LER NRN LINE) (TRAVEL LANE)
VARIES
VARIABLE
NDTH
RLW
BERKMAR IJRIME TURN LANE
PUBLIC ROAD *NOTE: THIS IS A MIN. PAVEMENT DESIGN.
3
.5, moPROOP PR35 MPH DESIGN SPEED ASPHALT PAVEMENT SECTION SHALL MATCH
R/W TOGA 1.5" SM-9.5 ASPHALT NOT TO SCALE THE EXISTING PAVEMENT SECTION.
NOT:: R/W WIDTN TOPCOAT
WILL VARY WHERE PROP CIL
EXPANDED R/W THERE IS NO ON Y BM-25 INTERMEDIATE I EXISnNG R/W
STREET PARKING COURSE
5' NIDE CONCRETE CG-6 5" 21-A BASE COURSE
SIDEWALK CURB & GUTTER PORI OF
FINISHED GRADE
GROUND 2X 2X 2X EXIST GROUND
B' PLANTING
4" YDOT 21ASE STRIP
STONE BASE '"4SW r ARIE
EXIST. GROUND UPANOED IV L; VARIES EXISPG 10* EXIST. GROUND
5 6 2.5' (1RAWL LANE) (TRAY£, LANE)
I PROPOSED 6'
(PARKING LANE)
VARIABLEADIN
_
R%W *NOTE: THIS IS A MIN. PAVEMENT DESIGN.
WOODBURN ROAD EXPANSION W/ PARKING LANE ASPHALT PAVEMENT SECTION SHALL MATCH
PUBLIC ROAD THE EXISTING PAVEMENT SECTION.
35 MPH DESIGN SPEED
NOT TO SCALE
SCOTT/R. CB'LLINS'Z
I�
No. 35791 112�-
P
6/27/22
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JOB NO.
202196
SCALE
AS NOTED
SHEET NO.
6
1-
Uq
z
3000 PSI CONC. BASE
BENCH SLOPED TO FLOW
o CHANNEL 1/4" : 1' MIN
i R
Y 1 BRANCH
12"
A ) -
e
"n
FLEXIBLE CONNECTION NOTE:
WITH STAINLESS STEEL ALL CONNECTIONS TO
BAND EXISTING MANHOLES SHALL
w BE CORED AND A FLEXIBLE
CONNECTION " BOOT "
a INSTALLED
TYPICAL MANHOLE PLAN
SHOWING BRANCH TIE - IN
NTS
FIG. S-1-B
TD-27
e E ROADWAY It
I � I
I I
m
PAVEMENT
36' MIN,
,EN .TEFL IN 5T"1.ES
36' NM a.25' MIN. THICKNESS s,m CAWIR NbV4TeR5 _ J]• CONCRETE FILL
srm cn31NG 'f1- BOTH ENDS
L2'-0• 2'-a_ 7-OR S' r OR B'
I
1H' DR 20' JNNT DF D.I.
(RDOWESTRAINRIGNED MPIPEINTS)
NOTE: 1. STEEL CASING TO E%IEND TO BACK OF CURD, DITCE SIDEWALK. ETC OR A MINIMUM OF 5' BEYOND THE EDGE OF
PAVEMENT, WHICHEVER IS GREATER.
2, ENDS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL.
3. MIDDLE SPACER SHALL HE PACED AT THE CENTERPOINT OF PIPE,
SEWER
TYPICAL STEEL SLEEVE INSTALLATION
UNDER ROADWAYS
N.T.S
FIG. S-5
FRAME & COVER
(SEE FIG. S-I-DE)
SLOPED AREA 4`
RUBBER COATED STEEL
STEPS CAST IN PLACE -
PRECAST REINFORCED
CONCRETE SECTIONS
"0" RING SEALS -
MINIMUM ELEVATION
DIFFERENCE ACROSS M.H.
FROM INLET TO OUTLET
SHALL BE 0.20 FEET. -
DEPTH OF FLOW CONCRETI
CHANNEL TO BE 1 FILLETS
3/4 DIAMETER OFJ�
CONTRIBUTING
SEWER.
A FILLETED INVERT OR A SMOG
TRANSITION OF FLOW BETWEEN (
NLET & OUTLET PIPE SHALL BE
Al2" MIN
16" MAX
STREET SURFACE OR
NON -PAVED AREA
-0" MAX
PROVIDED. �1- MIN. 6" 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. S-I-A
D"BOW W/
1.
FD
SCAMON
TPE'K' SOFT
COPPER
m FINISHED GRADE
APPROVED COMBINATION 5�
AIR/VACUUM OR AIR RELEASE -
VALVE
BRASS OR BRONZE PIPE • BRONZE BALL
VALVE
DRAIN TO GRADE
(IF POSSIBLE) A
-r-rr Tr-T-
woT 057
CRUSXED STONE
TYPE "K" SOFT
COPPER
APPROVED CORPORATION
STOP
NOTES:
1) A 3' PRECAST MANHOLE RISER SECTION AND COVER WITH "WATER' CAST ON UD
SHALL BE USED.
2) FOR WATERUNES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR
WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS.
3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN
AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER UNE DOES NOT
SUPPORT THE MANHOLE SECTION AND TYPE "M" RIGID COPPER PIPE OR BRASS
PIPE NIPPLES SHALL BE USED.
4) MANHOLE COVER SHALL NOT BEAR ON ANY PORTION OF THE ARV ASSEMBLY AND
SHOULD NOT BE SET MORE THAN 15" VERTICALLY FROM THE VALVE.
5) VENT PIPE SHALL BE EXTENDED TO AT LEAST 12" ABOVE GROUND AND PROVIDED
WITH A SCREENED, DOWNWARD FACING ELBOW.
REVISION SEPT Z018 "'A S O NUMBER:
��� AIR RELEASE VALVE (ARV) ASSEMBLY
SCALE NOTTO WATER 8
BCA&E I RIVANNA WATER AND SEWER AUTHORITY
(e) r (.1,0 Du MLES
<
ON3zgM�(63a",m) Du r (s„".D 12r,as
a
(R6L6ED iWSM)
n
(gym)
Dr
aRy q W uose,
>
SpN]
m
D
_
7
y cz
Q
O O
P y; y
ETT
SE W
T
e s
>
�'�eA•DA
[> d
FFI
siv
m
(,T;�,",� n
90
a N
^
l /
®e
IM
ti/le ME )
FASNE [9min]
,
"]
.USECT,CN
o.o. cf ¢lCl(Ef OM+%E
SECTION
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
TO THE MANHO(.E.
EMAINING RACKFILL SHALL
2, SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALLTAN
OT CON ROCK MATERIAL
RGER THAN 5" IN ANY
BE CONNECTED USING A PIPE SADDLE.
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2%
QMENSION
(1/4" PER FOOT)
�I
INTIAL BACKFILLN
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
2' MIN
EMB(6" LIFTS)
YLINEBY
DIAMETER OF 4'.
" THOROUGHLY COMPACTED
SPRINBY HAND OR APPROVED
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OMECHANICAL TAMPER
OF 3 FEET.
N0. 68 HAUNCHING
SALTBEDDING
TREAD4"
6" max
min
FINISHED GROUND
2x46,,,eFOUNDATION
MARKRREQUIRED
($HALL BE
WHEN SOIL
CONDITIONS ARE UNSTABLE
ALL PIPE)
PLUG END OF
NOTE
MAIN LINE SECTION SERVICE
LATERAL
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
BACKFILLED ENTIRELY WITH NO. 21A STONE.
45'0'0"
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
LINE WYE-TEE
PLAN
VARIES
e
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
NTS
FIG. S-3
TD-34
ACSA GENERAL WATER & SEWER CONDITIONS (SEPTEMBER 14, 2021)
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA)
INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA
OFFICIALS AT THE START OF THE WORK.
2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE
THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE
PURPOSE OF IMAGERY COLLECTION.
3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT
NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT.
THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND
STRUCTURES, AS NECESSARY.
4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL
WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.
5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER
MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE
HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE
DURING A FUTURE EXTENSION OF THE LINE.
10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NOLEAD REGULATION REGARDING
BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE
DRINKING WATER ACT).
12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE
SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY
COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL
BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL
OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL
INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE
COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER
PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND
TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED
BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER
AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE
ACSA.
16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE,
ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW
REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES
AND REGAULTIONS.
17. 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.
SC
No. 35791
6/27/22
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PERSEUS LANE
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NOTE: ALL ROADWAY EMBANKMENT MATERIAL
SHALL CONSIST OF SOIL AND BE PLACED IN
SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8
INCHES IN THICKNESS BEFORE COMPACTION OVER
THE ENTIRE ROADBED AREA IN ACCORDANCE WITH
VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04
NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN
AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL
SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS
CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER
RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND
BRIDGE SPECIFICATIONS, SECTION 302.03G.
NOTES:
i. ALL FILL TO BE PLACED AT 95%COMPACTION.
2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
16+5o 17+00 17+So 18+00 18+50 19+00 19+50 20+00
NOTE: A MINIMUM OF 3 BUSINESS DAYS NOTICE
SHALL BE GIVEN TO RWSA PRIOR TO INSTALLATION
OF THE TAPPING SLEEVE. PLEASE SEE THE NOTE ON
THE UTILITY PLAN (SHEET 4) FOR MORE INFORMATION
REGARDING THE CONNECTION TO THE RWSA
WATERLINE.
TP TEST PIT NOTE: CONTRACTOR TO FIELD LOCATE AND
VERIFY DEPTH, SIZE AND LOCATION OF EXISTING
RWSA WATERLINES AT BEGINNING OF THE PROJECT
BY HAND DIGGING TEST PITS AT PROPOSED STORM
AND SANITARY CROSSINGS. CONTRACTOR TO
PROVIDE INFORMATION TO DESIGN ENGINEER TO
ENSURE THAT THE STORM AND SANITARY CROSSINGS
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SCOTT7R. (',Z�L
No. 35791
6/27/22
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TP TEST PIT NOTE: CONTRACTOR TO FIELD LOCATE AND Z
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ENSURE THAT THE STORM AND SANITARY CROSSINGS
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VERTICAL GRAPHIC SCALE
5 0 2.5 5 10 20 0
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HORIZONTAL GRAPHIC SCALE SANITARY SEWER MUST BE PROVIDED. O � Qo 0 0
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NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE Vl z o z =
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( IN FEET) FILL, OR CRUSHED GLA55 CONFORMING TO THE SIZE REQUIREMENTS FOR > � g cc _
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SANITARY SEWER Ssi TO S3 SHEET NO.
9
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INV IN: So8.95 TO Si
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(TYP.)
515
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STR:59/a
LOT i8 LATERAL: 5zo.z
INV IN: 5zo.00 TO 6 INCH SS LATERAL
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TP= z z
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PROPOSED GRADE
LOT i 7 LATERAL: 5zo.z
LOT 19 INV OUT: z TO Su
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535
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APPROX. LOCATION OF
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PROPOSED EXPANDED
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INV OUT: 495-4
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540
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STR:4 VDOTSTD. MH
TP=524-34
INV IN: 510.32TO UGD
INV IN: 513.5o TO 5
535
INV OUT: S10.22 TO 3
535
PROPOSED
GRADE (TYP.)
SAFETY SLAB SL-i REQUIRED
INLET SHAPING IS-1 REQUIRED
STR:3 VDOTSTD. MH
TP=514.10
PROPOSED ACCESS MH
INV IN: Sog.00 TO 4
W/ STAIRS FOR INSPECTION
530 INV OUT: 5o8.go TO z
& MAINTENANCE
530
FILL TO
BE PLACED AT'
SAFETY SLAB SL-i REQUIRED
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SEE TEST PIT NOTE
THIS SHEET
525 TP
525
N
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INV IN: 501.86TO3
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/
505
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505
3.7'
19.76 LF Qa o.gi%
PROPOSED LOWER 18"
7
UNDERGROUND DETENTIO
6i'
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PROPOSED 12o" HDPE UNDERGROUND DETENTION
=Y INVERT
95.70 LF @
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SYSTEM @o.So%TO ATTENUATE RUNOFF CAUSED
F EX. PIPE
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TOTAL HDPE LENGTH=367.00'
495
495
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45.56 LF Qa 8.00%
490
490
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UNDERGROUND DETENTION SYSTEM PROFILE
535
STR:S VDOT STD. MH
TP=517.02
INV IN: 517.18 TO UGD
INV OUT: 514.o8 TO 4
SAFETY SLAB SL-1 REQUIRED
1 530
FILL TO BE PLACED AT
95% COMPACTION (TYP.)-
525
STR:4 VDOT STD. MH
TP=524-34
INV IN: 510.32 TO
INV IN: 513.5o TO 5
INV OUT: 510.22 TO 3
SAFETY SLAB SL-i REQUIRED
INLET SHAPING IS-i REQUIRED
515
15" HDPE
20.07 LF @ 5.79%
510
SOS
535
ROPOSED GRADE (TYP.)
530
ING GRADE (TYP.)
525
PROPOSED ELEVATED iS" PIPE
ALLOWS MORE SIGNIFICANT & LESS
FREQUENT STORM EVENTS TO
SAFELY BYPASS THE UNDERGROUND
DETENTION SYSTEM
S20
-BYPASS INVERT=519.00
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25.96 LF @7.01%
53.0 J
STR:18 VDOT Sl
INV IN
INV IN
INV OUl
INLET SHAPING I!
540
540
D. DI-313, L=4'
STR:25 VDOT STD.
TP=529.19
518.25 TO ig
TP=529.25
519.4i TO 25
INV OUT: 520.57 TO
: S18.1S TO 17
-1 REQUIRED
530
530
525
r4
525
3.5'
FILLTO BE PL
6" W/L
95%COMPA(
XING
520
S20
15" HDPE
28.34 LF
Qa 4.10%
515
515
510
510
505
505
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o,
DI-36, L=4'
18
ACED AT
:TION (TYP.)
0+00 0+50
[STORM SEWER STR. 25 TO STR. 18�
PROPOSED 120" HDPE UNDERGROUND DETENTION
SYSTEM Qa o.So%TO ATTENUATE RUNOFF CAUSED
FROM THIS DEVELOPMENT.
TOTAL HDPE LENGTH=367.00'
SOS
10+00 10+50 11+00
EMERGENCY BYPASS PROFILE
540
540
STR:17 VDOT STD. DI-36, L=6'
TP=528.83
INV IN: S18.18 TO 22
535
FINV IN: 517.8o TO 18
535
INV OUT: 517.7o TO 16
SAFETY SLAB SL-1 REQUIRED
STR:22 VDOT STD,
PROPOSED GRADE (TYP.)
TP=526.11
INV OUT: 520.00 T(
530
FILL TO BE PLACED AT
530
95%COMPACTION (TYP.)
YING4"W/L
5�55�5
6" SS LATERAL
XING
520
520
�5^ HDPE
181.75 LF Qa
Gll/
1.00%
515
515
510
510
EXISTING
\<
GRADE
(TYP.)
505
505
500
Soo
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"n
N
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N
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0+00 0+50 1+00 1+50 2+00
STORM SEWER STR. 22 TO STR.17
STR:ig VDOT Sl
INV IN
INV IN:
INV IN:
INV OUT
SAFETY SLAB SL
INLET SHAPING I�
540
540
STR:23 VDOT STD. DI-3B, L=6'
D. DI-313, L=4'
TP=527.22
TP=S30.48
INV IN: 5ig.00 TO 24
518.58 TO 23
INV OUT: 518.90 TO 19
522.5o TO 20
INV IN: 524.00 TO Dz 535
526.65 TO El
518.48 TO 18
EXISTING
STR:24 VDOT STD DI-313, I
-i REQUIRED
GRADE (TYP.)
TP=523-33
-i REQUIRED
INV IN: 5i9.5o TO D3
INV OUT: 519-33 TO 23
530
530
PROPOSED
525
GRADE(TYP.)525
520
520
15" RCP
515
48.3o LF Qa o.68%
515
i5"
RCP
6o.88
LF Qa 0.53%
510
510
505
505
Soo
Soo
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N
p 1D
w
Ln
0+00 0+50 1+00 1+50
Mi
STORM SEWER STR. 24 TO STR.19
TP TEST PIT NOTE: CONTRACTOR TO FIELD LOCATE AND
VERIFY DEPTH, SIZE AND LOCATION OF EXISTING
RWSA WATERLINES AT BEGINNING OF THE PROJECT
BY HAND DIGGING TEST PITS AT PROPOSED STORM
AND SANITARY CROSSINGS. CONTRACTOR TO
PROVIDE INFORMATION TO DESIGN ENGINEER TO
DI-313, L=12' ENSURE THAT THE STORM AND SANITARY CROSSINGS
WILL NOT CONFLICT WITH THE EXISTING UTILITIES.
)17
VERTICAL GRAPHIC SCALE
s 0 2.5 5 10
( IN FEET )
1 inch = 5 ft.
HORIZONTAL GRAPHIC SCALE
50 n 25 50 100
IN FEET )
1 inch = 50 ft.
NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH
OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN
ACCORDANCE WITH STANDARD SL--iAS FOUND IN
THE 2oo8 ROAD AND BRIDGE STANDARDS.
NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH
OF 4' OR GREATER SHALL HAVE STEPS IN
ACCORDANCE WITH STANDARD ST-i AS FOUND IN
THE 2oo8 ROAD AND BRIDGE STANDARDS.
NOTES:
i. ALL FILL TO BE PLACED AT 9S%COMPACTION.
2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND 1.S' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
TOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE
3IZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE
-ILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR
:RUSHER RUN AGGREGATE SIZE 2S AND 26, PER VDOT ROAD AND BRIDGE
SPECIFICATIONS, SECTION 302.03G.
20
200
SCOTT7R. CZ?L]
No. 35791
15 6/27/22
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202196
SCALE
I So.
10
550
545
STR:io VDOT STD. DI-313, L=4'
TP=529.58
INV IN: 522.io TO ii
INV OUT: S22.00 TO 9
540 STR:g VDOT STD. MH
PF
TP=528.94
INV IN: i.00 TO to
STR:8 VDOT STD. DI-313, L=io'
INV OUT:: 51g.00 TO 8
TP=522 88
INV IN: 517.5o TO 9
INV OUT: 516.00 TO 7
535
STR:7 VDOT STD. DI-313, L=12'
TP=519.47
INV IN: 515.2o TO 8
INV OUT: 515.io TO 6
530
-
-
STR:6 VDOT STD. DI-313, L=8'
/
TP=517.67
/
INV IN: 514.5o TO 7
r1XING
INV IN: 513.8oTO H1
6" W/
INV OUT: 513.7o TOL
520
515
INV IN TO
U G D = 513.32
510
15" HDPE
25.67 LF Qa 1.52%
505
Soo
15" HDPE
59.24 LF Qa 2.53%
\.15" HDPE
42.49 LF Qa 1.88%
i5" HDPE
40.73 LF Qa 1.47%
)811
SEWER
STR:11A VDOT STD. MH
TP=533-00
INV IN: 529.00 TO 12
INV OUT: 525.00 TO 11
STR= VDOT STD. MH
TP=531.6o
INV IN: 524-So TO iiA
INV OUT: 524.4o TO to
SED GRADE (TYP.H
NG
(TYP
\.15" HDPE
143.o1 LF Qa 1.61%
15" HDPE
41.92 LF Qa 2.39%
PROPOSED 8"
SANITARY SEWER
CROSSING
STR:12 VDOT STD. DI-313, L=6' STR:13 VDOT STD. DI-313, L56'O
TP=543.62 TP=544.43
INV. IN: 535.5o TO 13 INV. IN: 540.58 TO EX. 12" CMP
INV. IN: 538.00TOGi INV.IN:540.00TOG2
INV. IN: 538.00 TO Fi INV OUT: 538.00 TO 12
INV OUT: 532.00 TO liA I1�1 1 545
6" W/L \_i5" HDPE
XING 85.81 LF Qa 3.50%
1S" HDPE
�3o.oi LF Qa 1.67%
FILL TO BE PLACED AT
95% COMPACTION (TYP.)
PROPOSED 8"
5AN ITARY S E W E R
CROSSING.
l0
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N
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p
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00
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LN
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M
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00
n
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N
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N
M
In
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'
0+00 0+50
1+00
1+50
2+00
2+50 3+00
3+50
4+00
4+50
5+00
STORM
SEWER STR.
13
TO U DG
15" HDPE
114.67 LF @a 2.18%
5+50 6+oo
6=6
535
530
525
520
515
510
SOS
Soo
STR:ig VDOT STD. DI-313, L=4'
550 TP=530.48 MR/ 550
/ IAI. -. 0 -0 Tnl ��
IC, L=i
TO 20
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+50 7+00 7+50
STORM SEWER STR.21 TO UGD
TP TEST PIT NOTE: CONTRACTOR TO FIELD LOCATE AND
®VERIFY DEPTH, SIZE AND LOCATION OF EXISTING
RWSA WATERLINES AT BEGINNING OF THE PROJECT
BY HAND DIGGING TEST PITS AT PROPOSED STORM
AND SANITARY CROSSINGS. CONTRACTOR TO
PROVIDE INFORMATION TO DESIGN ENGINEER TO
ENSURE THAT THE STORM AND SANITARY CROSSINGS
WILL NOT CONFLICT WITH THE EXISTING UTILITIES.
VERTICAL GRAPHIC SCALE
5 0 2.5 5 10
( IN FEET )
1 inch = 5 ft.
HORIZONTAL GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH
OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN
ACCORDANCE WITH STANDARD SL-i AS FOUND IN
THE 2oo8 ROAD AND BRIDGE STANDARDS.
NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH
OF 4' OR GREATER SHALL HAVE STEPS IN
ACCORDANCE WITH STANDARD ST-i AS FOUND IN
THE 2oo8 ROAD AND BRIDGE STANDARDS.
NOTES:
i. ALL FILL TO BE PLACED AT 9S% COMPACTION.
2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE
SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE
FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR
CRUSHER RUN AGGREGATE SIZE 2S AND 26, PER VDOT ROAD AND BRIDGE
SPECIFICATIONS, SECTION 302.03G.
20
21�
SCOTT7R. (1bLLINS'Z
No. 35791
6/27/22
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5.0
3
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5.0
4
0.00
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5.0
5
0.00
0.90
5.0
6
0.11
0.70
6.0
7
0.12
0.85
6.0
8
0.10
0.65
6.0
9
0.00
0.90
5.0
10
0.69
0.80
8.0
11
0.00
0.90
5.0
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0.00
0.90
5.0
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0.13
0.50
6.0
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0.05
0.50
6.0
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0.00
0.90
5.0
15
0.00
0.90
5.0
16
0.00
0.90
5.0
17
0.45
0.75
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0.02
0.60
6.0
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0.00
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5.0
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0.09
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6.0
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5.0
ROOF 4
0.05
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ROOF 5
0.07
0.90
5.0
ROOF 6
0.07
0.90
5.0
ROOF 7
0.07
0.90
5.0
YD-6
0.13
0.35
6.0
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0.32
0.40
8.0
YD-14
0.19
0.40
6.0
YD-15
0.11
0.40
6.0
OUT
0.00
0.90
5.0
26
1.21
0.40
12.6
EXI
0.00
0.90
6.0
EX2
0.75
0.55
6.0
EX3
0.90
0.75
6.0
EX4
0.05
0.55
6.0
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Table 8: Pipe Design Table
Design Year: 10
Project:
Victorian Heights
Job#:
202196
Prepared by:
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Table
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YARD DRAIN DRAINAGE DESCRIPTIONS
$TR.
PIPE INFORMATION
INLET INFORMATION
NO.
DIA.
(in.)
LENGTH
(ft.)
SLOPE
(%)
INVERT
IN
INVERT
OUT
MATERIAL
INLETTYPE
RIM
ELEVATION
A2
CLEANOUT
531.81
8
188.13
6.00%
529.30
518.01
HDPE
Al
CLEANOUT
530.00
8
18.59
13.50%
516.01
515.50
HDPE
UGD
A3
CLEANOUT
528.00
8
85.04
2.00%
525.50
523.80
HDPE
Al
B2
CLEANOUT
525.80
8
167.36
3.53%
523.50
517.60
HDPE
61
CLEANOUT
533.00
8
18.67
5.09%
517.60
516.65
HDPE
14
CS
18" YARD INLET
519.08
10
58.53
0.50%
518.18
517.89
HDPE
C4
CLEANOUT
520.25
10
32.17
0.50%
517.89
517.73
HDPE
C3
CLEANOUT
522.00
10
57.25
0.50%
517.73
517.44
HDPE
C2
CLEANOUT
524.00
10
15.49
0.50%
517.44
517.36
HDPE
CIA
18" YARD INLET
521.50
10
28.93
0.50%
517.36
517.22
HDPE
C1
18" YARD INLET
521.50
10
20.63
0.48%
517.22
517.12
HDPE
15
C7
18" YARD INLET
519.50
8
8.75
1.26%
518.00
517.89
HDPE
D4
C6
18" YARD INLET
519.50
8
12.24
2.21%
518.00
517.73
HDPE
C3
D2
CLEANOUT
528.00
8
10.00
10.00%
525.00
524.00
HDPE
23
D3
CLEANOUT
526.00
8
20.00
5.00%
521.00
520.00
HDPE
D1
D1
CLEANOUT
521.00
8
50.00
3.00%
521.00
519.50
HDPE
24
E3
CLEANOUT
544.00
8
67.31
5.01%
539.00
535.63
HDPE
E2
CLEANOUT
542.00
8
69.04
5.00%
535.63
532.18
HDPE
E1
CLEANOUT
538.00
8
15.88
34.82%
532.18
526.65
HDPE
19
F2
CLEANOUT
543.00
8
125.93
0.50°h
538.00
537.37
HDPE
F1
CLEANOUT
543.00
8
38.68
0.52%
537.37
537.17
HDPE
12
G1
CLEANOUT
544.00
8
50.00
4.00%
540.00
538.00
HDPE
,2
G2
CLEANOUT
545.50
8
60.00
3.33%
542.00
540.00
HDPE
13
H2
CLEANOUT
518.50
8
32.81
0.49%
516.00
515.84
HDPE
H1
CLEANOUT
519.00
8
27.54
7.41%
515.84
513.80
HDPE
6
J2
CLEANOUT
521.00
8
47.93
2.34%
517.52
516.40
HDPE
Ji
CLEANOUT
519.00
8
6.57
5.94%
516.14
515.75
HDPE
UGD
K3
CLEANOUT
531.00
8
21.37
12.35%
527.64
525.00
HDPE
K2
CLEANOUT
528.00
8
14.08
28.41%
521.00
517.00
HDPE
14B
K1
CLEANOUT
528.00
8
44.48
9.42%
525.19
521.00
HDPE
K2
K4
CLEANOUT
530.50
8
21.07
42.71%
525.00
516.00
HDPE
14
L3
CLEANOUT
517.75
8
61.32
0.50%
516.76
516.46
HDPE
L2
CLEANOUT
522.05
8
97.49
0.50%
516.46
515.97
HDPE
Li
CLEANOUT
525.26
8
25.85
0.50%
515.97
515.84
HDPE
14
L5
CLEANOUT
519.75
8
7.87
10.04%
517.25
516.46
HDPE
L2
L4
CLEANOUT
521.50
8
13.35
22.70%
519.00
515.97
HDPE
Li
PIPE DESIGN
n=0.013forRCP n=0.012forHDPE
PPe
Hydrology
Pipe
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2
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Pipe run: 13 -UGD
13
12
0.05
0.50
0.025
0.509
6.00
6.35
3.23
3.23
538.00
535.50
114.7
0.012
0.0218
15
10.33
7.40
0.26
12
11A
0.13
0.50
0.065
0.700
6.26
6.28
0.00
4.39
532.00
529.00
85.8
0.012
0.0350
15
13.08
9.50
0.15
11A
11
0.00
0.90
0.000
0.700
6.41
6.23
0.00
4.39
525.00
524.50
30.0
0.012
0.0167
15
9.03
7.30
0.07
11
10
0.00
0.90
0.000
0.700
6.48
6.21
0.00
4.39
524.40
522.10
143.0
0.012
0.0161
15
8.87
7.17
0.33
10
9
0.73
0.80
0.584
1.284
8.00
5.81
3.39
7.46
522.00
521.00
41.9
0.012
0.0239
15
10.81
9.50
0.07
9
8
0.00
0.90
0.000
1.284
8.07
5.79
0.00
7.46
519.00
517.50
59.2
0.012
0.0253
15
11.14
9.68
0.10
8
7
0.10
0.65
0.065
1.349
8.18
5.77
0.38
7.78
516.00
515.20
42.5
0.012
0.0168
15
9.60
8.70
0.08
7
6
0.12
0.85
0.102
0.000
8.26
5.75
0.59
7.78
515.10
514.50
40.7
0.012
0.0147
15
8.49
7.85
0.09
6
UGD
0.11
0.70
0.077
0.123
8.34
5.73
0.44
7.78
513.70
513.31
25.7
0.01
0.0152
15
8.63
7.95
0.05
Rpe run: 21 -UGD
21
20
0.40
0.70
0.280
0.280
8.00
5.81
7.46
1.63
533.00
528.00
89.1
0.013
0.0561
15
16.58
8.55
0.17
20
19
0.09
0.65
0.059
0.339
8.17
5.77
7.78
1.95
524.00
522.50
21.3
0.013
0.0704
15
18.56
9.58
0.04
19
18
0.00
0.90
0.000
0.504
8.21
5.76
7.78
2.90
518.48
518.25
41.8
0.012
0.0055
15
5.19
4.34
0.16
18
17
0.02
0.60
0.012
0.529
8.37
5.72
0.00
3.03
518.15
517.80
57.9
0.012
0.0060
15
5.44
4.54
0.21
17
16
0.41
0.75
0.308
1.174
8.58
5.68
1.75
6.66
517.70
517.22
81.1
0.012
0.0059
18
8.76
5.45
0.25
16
14
0.00
0.90
0.000
1.394
8.83
5.62
0.00
7.83
517.12
515.94
197.2
0.012
0.0060
18
8.80
5.62
0.58
14
14A
0.00
0.90
0.000
1.669
9.42
5.49
0.00
9.17
515.84
515.70
19.9
0.012
0.0070
18
9.55
6.15
0.05
14A
14B
0.00
0.90
0.000
1.669
9.47
5.48
0.00
9.17
515.60
515.03
81.1
0.012
0.0070
18
9.54
6.14
0.22
14B
UGD0.90
0.000
1.721
9.69
5.43
0.00
9.35
514.93
513.87
151.8
0.012
0.0070
18
9.51
6.13
0.41
Pipe run: 24-19
24
23
0.05
0.70
0.035
0.080
6.00
6.35
0.22
0.51
519.33
519.00
48.3
0.01
0.0068
15
5.78
2.90
0.28
23
19
0.03
0.75
0.023
0.103
6.28
6.27
0.14
0.64
518.90
518.58
60.9
0.012
0.0053
15
5.07
2.83
0.36
Pipe run: 22-17
22
17
0.45
0.75
0.338
0.338
7.00
6.07
9.17
2.05
520.00
518.18
181.8
0.012
0.0100
15
7.00
4.95
0.61
Pipe run: UGD-OUT
UGD
4
0.00
0.90
0.000
0.000
5.00
6.67
9.17
10.58
510.50
510.32
19.8
0.013
0.0091
18
10.86
7.00
0.05
4
3
0.00
0.90
0.000
0.000
5.05
6.65
9.35
10.58
510.22
509.00
120.8
0.013
0.0101
18
11.44
7.34
0.27
3
2
0.00
0.90
0.000
0.000
5.32
6.56
10.58
508.90
501.86
95.7
0.012
0.0736
18
30.86
15.76
0.10
2
1
0.00
0.90
0.000
0.000
5.42
6.53
0.00
10.58
499.15
495.50
45.6
0.012
0.0801
18
32.21
16.24
0.05
1
OUi
0.00
0.90
0.000
0.000
5.47
6.52
0.00
10.58
495.40
485.74
96.3
0.012
0.1003
18
33.26
16.55
0.10
Pipe run: 25-18
25
18
0.02
0.65
0.013
0.013
6.00
6.35
0.08
0.08
520.57
519.41
28.3
0.012
0.0409
15
14.16
2.96
0.16
Pipe run: IX4-IX1
IX4
IX3
0.05
0.55
0.028
0.028
6.00
6.35
0.17
0.17
509.80
509.15
38.7
0.012
0.0168
15
8.37
2.56
0.25
IX3
EX2
0.90
0.75
0.675
0.703
6.25
6.28
4.24
4.41
508.15
499.60
280.5
0.012
0.0305
15
11.28
8.59
0.54
EX2
IX1
0.75
0.55
0.413
1.115
6.80
6.12
2.53
6.83
499.45
479.90
393.5
0.01
0.0497
15
14.40
11.53
0.57
INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE)
Intensity
4.00
(Intensity is 4
in/hr for spread, and
6.5 in/hr for capacity and depth)
Mannings Coefficient, n is 0.013
Inlet
Hydrology
Curb and Gutter
Inlet
ry
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10
3B
4.0
0.73
0.80
0.584
2.34
0.00
2.34
0.0570
0.0200
2.0
0.0830
4.1500
6.61
0.78
3.5120
0.1463
0.1341
15.30
0.26
0.42
0.98
1.35
7
6
3B
8.0
0.11
0.70
0.077
0.31
0.00
0.31
0.0600
0.0200
2.0
0.0830
4.1500
3.06
0.99
3.5120
0.1463
0.1649
5.86
1.36
1.00
0.31
0.00
-
8
3B
10.0
0.10
0.65
0.065
0.26
0.00
0.26
0.0870
0.0200
2.0
0.0830
4.1500
2.68
0.99
3.5120
0.1463
0.1649
6.10
1.64
1.00
0.26
0.00
-
7
3B
12.0
0.12
0.85
0.102
0.41
1.35
1.76
0.0620
0.0200
2.0
0.0830
4.1500
5.86
0.84
3.5120
0.1463
0.1429
13.42
0.89
0.98
1.73
0.03
-
17
36
6.0
0.41
0.75
0.308
1.23
0.00
1.23
0.0260
0.0200
2.0
0.0830
4.1500
6.03
0.80
3.5120
0.1463
0.1371
9.12
0.66
0.86
1.05
0.18
22
See sag inlet comps for Ob
19
3B
4.0
0.09
0.75
0.068
0.27
0.00
0.27
0.0600
0.0200
2.0
0.0830
4.1500
2.92
1.00
3.5120
0.1463
0.1663
5.52
0.72
1.00
0.27
0.00
-
18
3B
4.0
0.02
0.60
0.012
0.05
0.00
0.05
0.0600
0.0200
2.0
0.0830
4.1500
1.53
1.00
3.5120
0.1463
0.1663
2.67
1.50
1.00
0.05
0.00
-
25
3B
4.0
0.02
0.65
0.013
0.05
0.00
0.05
0.0600
0.0200
2.0
0.0830
4.1500
1.57
1.00
3.5120
0.1463
0.1663
2.76
1.45
1.00
0.05
0.00
-
23
3B
6.0
0.03
0.75
0.023
0.09
0.00
0.09
0.0860
0.0200
2.0
0.0830
4.1500
1.81
1.00
3.5120
0.1463
0.1663
3.88
1.55
1.00
0.09
0.00
-
24
3B
8.0
0.05
0.70
0.035
0.14
0.00
0.14
0.0670
0.0200
2.0
0.0830
4.1500
2.23
0.99
3.5120
0.1463
0.1649
4.35
1.84
1.00
0.14
0.00
-
13
3B
6.0
0.05
0.50
0.025
0.10
0.00
0.10
0.0060
0.0200
2.0
0.0830
4.1500
3.09
0.99
3.5120
0.1463
0.1649
1.83
3.27
1.00
0.10
0.00
-
12
3B
6.0
0.13
0.50
0.065
0.26
0.00
0.26
0.0060
0.0200
2.0
0.0830
4.1500
4.43
0.88
3.5120
0.1463
0.1488
2.91
2.06
1.00
0.26
0.00
-
INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE)
Intensity
6.50
(Intensity is 4
in/hr for spread, and
6.5 in/hr
for capacity and depth)
Mannings Coefficient, n is 0.013
Inlet
Hydr19 ology
Curb and Gutter
Inlet
c
W
N
�
v
N
ems.
_
W
p
C
U
W
''�
c
a
m
a
o
U
N
U
N
C
�
�'
d
�
p
c
�
p
o
m
W
u
�_
N
m
u
c
x
�
R �
ii
m
C oO
a
U
y
�
d
�
>
�
¢
U
Cfa
d
N
ea
r%'
�
w
di
u
10
38
4.0
0.73
0.80
0.584
3.80
0.00
3.80
0.0570
0.0200
2.0
0.0830
4.1500
7.94
0.70
3.5120
0.1463
0.1224
19.82
0.20
0.33
1.27
2.53
8
6
3B
8.0
0.11
0.70
0.077
0.50
0.00
0.50
0.0600
0.0200
2.0
0.0830
4.1500
3.68
0.97
3.5120
0.1463
0.1619
7.27
1.10
1.00
0.50
0.00
-
8
3B
10.0
0.10
0.65
0.065
0.42
2.53
2.95
0.0870
0.0200
2.0
0.0830
4.1500
6.67
0.78
3.5120
0.1463
0.1341
19.17
0.52
0.73
2.17
0.78
7
7
3B
12.0
0.12
0.85
0.102
0.66
0.78
1.45
0.0620
0.0200
2.0
0.0830
4.1500
5.44
0.87
3.5120
0.1463
0.1473
12.13
0.99
1.00
1.45
0.00
-
17
3B
6.0
0.41
0.75
0.308
2.00
0.00
2.00
0.0260
0.0200
2.0
0.0830
4.1500
7.23
0.72
3.5120
0.1463
0.1254
11.80
0.51
0.72
1.44
0.56
22
See sag inlet comps for Ob
19
3B
4.0
0.09
0.75
0.068
0.44
0.00
0.44
0.0600
0.0200
2.0
0.0830
4.1500
3.50
1.00
3.5120
0.1463
0.1663
6.77
0.59
0.80
0.35
0.09
-
18
3B
4.0
0.02
0.60
0.012
0.08
0.00
0.08
0.0600
0.0200
2.0
0.0830
4.1500
1.83
1.00
3.5120
0.1463
0.1663
3.28
1.22
1.00
0.08
0.00
-
25
3B
4.0
0.02
0.65
0.013
0.08
0.00
0.08
0.0600
0.0200
2.0
0.0830
4.1500
1.89
1.00
3.5120
0.1463
0.1663
3.39
1.18
1.00
0.08
0.00
-
23
3B
6.0
0.03
0.75
0.023
0.15
0.00
0.15
0.0860
0.0200
2.0
0.0830
4.1500
2.17
1.00
3.5120
0.1463
0.1663
4.75
1.26
1.00
0.15
0.00
-
24
3B
8.0
0.05
0.70
0.035
0.23
0.00
0.23
0.0670
0.0200
2.0
0.0830
4.1500
2.68
0.98
3.5120
0.1463
0.1634
5.37
1.49
1.00
0.23
0.00
-
13
38
6.0
0.05
0.50
0.025
0.16
0.00
0.16
0.0060
0.0200
2.0
0.0830
4.1500
3.71
0.97
3.5120
0.1463
0.1619
2.27
2.64
1.00
0.16
0.00
-
12
3B
6.0
0.13
0.50
0.065
0.42
0.00
0.42
0.0060
0.0200
2.0
0.0830
4.1500
5.31
0.81
3.5120
0.1463
0.1385
3.73
1.61
1.00
0.42
0.00
-
INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH)
Intensity 4.00
(Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and
depth)
Mannings Coefficient, n is 0.013
Inlet
Hydrology
Curb and Gutter
Inlet
�
5
ui
0
�
C
N
C
N
�
N
O.
s
v
s
u
3
O
N
o
o �
o
�
a
rn
a
o
m ° 3 m o
n
x
w
3
m p
�
s
w
E
a > �
¢ U U d Cf d
rn «
W
v
a
r
IY
all
0.45
0.75
0.338
1.35
0.18
1.53
0.0010
0.0300
2.0
0.0830
2.7667
8.92
0.62
Carry overflow from Sir.
17
22 DT38 12.0
combined flow
1.5
0.12
0.266
4.07
all
0.40
0.70
0.280
1.12
0.00
1.12
0.0010
0.0200
2.0
0.0830
4.1500
10.72
0.95
21 DT3C 12.0
combined flow
1.1
0.12
0.258
5.90
INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH)
Intensity 6.50
(Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth)
Mannings Coefficient, n is 0.013
Inlet
Hydrology
Curb and Gutter
Inlet
a
x
�
ui
m
U
�
c
c
v w
m
c
�
o
c
x
N � ut
O
N
t
�
t
u
u
3
0
�
A c
u o 0
0
0
3
u
1c
m
w
c°
n
p
4
m
m 0
a > �
I]
¢
¢ U U O d d
rn
W
E
all
0.45
0.75
0.338
2.19
0.56
2.75
0.0010
0.0300
2.0
0.0830
2.7667
10.70
0.55
Carry overflow from Sir.
17
22 DT3B 12.0
combined flow
2.8
0.21
0.469
7.16
all
0.40
0.70
0.280
1.82
0.00
1.82
0.0010
0.0200
2.0
0.0830
4.1500
12.86
0.47
21 DF3C 12.0
combined flow
1.8
0.16
0.356
8.16
530
5'�0
VERTICAL GRAPHIC SCALE
5 0 2.5 5 10 20
( IN FEET )
1 inch = 5 ft.
HORIZONTAL GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 11.
550
525
SIGHT LINE (TYP.)
525
DISTAN
_390
IGHT
HT.
OF
_
OBJ=3.5'
520
_ — —
520
_
,
/
/
EYE=3.5'
� — — � —
J
/
5�5
TFNCE-39°
/
-- ----�
5�5
/
/
PROPOSED
GRADE (TYP.)
510
/
/
510
XISTING GRADE
(TYP.)
HT. OF
Soy
OBJ=3.5' -
SOS
/
J
Soo
Soo
495
495
O
O
rl
M
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0) O
1j O
00 O
00 O
00 O
.t
01
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W
01
O
S
l0
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l6
Or
Ol
OO
Ln
Ln
Ln
Ln
Ln
Ln
H
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10+00 10+50 11+00 11+50 12+00 12+50 13+00
13+50
14+00
14+50 15+00 15+50
LBERKMAR
DRIVE
SIGHT
DISTANCE
16+oo 16+5o 17+00 17+50
550
545
545
T. OF
OBJ=3.5'
EXISTING GRADE (TYP.)
540
�S�GHTO/ST
A
_ _
54 o
\ ago
_
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535
535
SIGHT LINE
(TYP.)
HT�QF
�
EYE=3. '
530
530
T
5�5
525
520
520
PROPOSED
GRADE (TYP.
5�5
515
510
HT.
OBJ=3.5'
OF
510
505
505
01
00 0
00
0
O
l0
O
m
l0
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O
ci
l
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001
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6 N
N
01
l6
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1
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M
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4n
In
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V'1
Vl
In
10+00 1o+5o 11+00 11+5o 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+50 17+00 17+50 18+oo
WOODBURN ROAD SIGHT DISTANCE
545
545
540
540
HT. OF
OBJ=3.5'
535
1200i
- - _
535
530
�' /
530
15°
OPEYE-
HT. OF
5
/
pl
/
ROPOSED
GRADE (TYP.)
525
OWN°
/
525
520
/
520
/
/
/
515
/
515
/
EXISTING
GRADE (TYP.)
/
510
510
505
505
500
500
l0
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CO
^ 01
f M
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W
N CO
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In
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00
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0
1
V1 Ln
V1
LN(1
V1
Vl
Vl
LLn
lmll
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PERSEUS LANE SIGHT DISTANCE
SCOTT/R. MbLLINS'Z
No. 35791
6/27/22
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JOB NO.
202196
SCALE
111 = 501
SHEET NO.
15
3.38
Conservation Plan Notes: I � ; I /
/ DOUBLE STRAND#12 GAUGE WIRE NOTES: 1992
�
WITH RUBBER HOSE & TURNBUCKLES
1.
SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX WITH
1.ALL
TREES TO BE PRESERVED AND PROTECTED SHALL BE MA KED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO
/ �
/'
ANNUAL RYEGRASSBYERNSTCONSERVATION SEEDS (ITEM NUMBER: ERNMX-181)ATA
EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE
2"x2"HARDWOOD STAKE
CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT.t
RATE OF 6o LBS. PER ACRE, OR 1 LB. PER i,000 SF, UNLESS SPECIFIED BY OTHERS.
2.
HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED
CUT& REMOVE BURLAP FROM TOP
GRASS MIX IN THESE AREAS SHALL PROVIDE PERMANENT STABILIZATION AND SHALL
/
WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED.
2/3 OF BALL AS SHOWN
NOT REQUIRE MOWING.
3.
TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE
l
SCARIFY SUBSOIL TO4"MIN. DEPTH
2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE
COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED.
-�
/
�
MULCH SAUCER
MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS /
AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL
4.
FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED.
/
J
FINISHEDGRADE
HEALTH OF THE PLANT.
5.
TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND
I
REES
UPTO 4" CAL. SHALL BE STAKED.
3. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN /
PROTECTED.
a/3HT.OFTREE
TREES4"CAL.ORLARGERSHALLBE
ASSOCIATIONOFNURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN
/
GUYED
WITH 3 EQUALLY SPACED
6.
NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR
TWISTED,
#12 GAUGE WIRE WITH HOSE
ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY
AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT.
AND
TURNBUCKLES. LOOP HOSE
ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF
7.
WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER SEWER ELECTRICAL CABLE TELEPHONE OR OTHER UTILITY
/
—
_
LL=III-
AROUND
—_ — AS
TRUNK ABOVE BRANCHES
SHOWN, FLAG WIRES WITH
LANDSCAPE DESIGNERSAND THE VIR INIA CHAPTER OF AMERI AN SOCIETY F
SC G C O C SOC 0
SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM
-III=III
III
COURVEY
TAPE. REFER TO SPECS
LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA
THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN
�
FOR
ADDITIONAL INFORMATION.
DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE /
✓
=III
DEPARTMENT OF TRANSPORTATION.
PRESERVED AND PROTECTED.
3'AWAY
4. ALL TREES SHALL BE PLANTED A MINIMUM OF AWAY FROM ANY SIDEWALK, CURB, OR
ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE
II=„III
III—
AMENDED SOIL MIX
ASPHALT TO MAINTAIN A MINIMUM CLEARANCE ZONE. STREET TREES PROVIDED
REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR
/
COMPACTED SUBGRADE
ON AVERAGE So' O.C. AND S'-1o' FROM PROPOSED UTILITIES.
SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST.
/ 5. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON
9.
SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE
FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY
AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP /
Tree Planting and Staking Detail
/ WITHIN THE DEVELOPMENT OR A PHASE THEREOF.
AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED.
/
Not To Scale
6. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY
0.
TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING
CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS'
THE FINAL EAN-UP. - — b#ll
6'x $'LANDSCAPE&
/
ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL
6'xTLANDSCAPE&
—
_ —OH
MAINTENANCE EASEMENT
SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN.
MAINTENANCE EASEMENT
INST. #:
°H
—6'
INST. #:
/
7. ALL LANDSCAPING ON PRIVATE LOTS SHALL BE PLACED WITHIN A
xi 'LANDSCAPE &
3
G x S' LANDSCAPE &
MAINTENANCE EASEMENT —
OR -Ea___x—
LANDSCAPING EASEMENT.
MAINTENANCE EASEMENT
r INST.#:
_ x—x—x—x—x—x—x—x— x—x
-�
/
k
6'x 'LANDSCAPE&
7 /
x MAINTENANCE EASEMENT
_
- INST.#: -
— —
FENCING AND
I�
/
oav JW
SNOW iENCE ` I
ino • g Ji�k. r
RINC
�+ CORRECT TRUNK ARMORING
TRIANGULAR BOARD FENCE
1
SCOTT7R. CbLLINS'Z
No. 35791
6/27/22
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I IIIIrll MAINTENANCE EASEMENTW� STATE T!*
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MEN_ �..�UTE
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ESIGN BY
I� Id+m, _
s.
THI
MEN
`�`°° ; ..,.�w••.,aA,raaarts txa.aa - - - � _ _
•
Illif
nion
son LIT]
STOP SIGN (TYP. IN
0000nnno'
. 7
r , • �1 ` 3
on
1 OR
MUST BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET
ADJACENT TO INTERSECTION SIGHT DISTANCE TRIANGLES
ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT
1LINES AND ACCOMMODATE
PLANT SCHEDULE
NOTE: PROPOSED SLOPES STEEPER THAN
3:1 SHALL BE PLANTED WITH NATIVE
r `
STEEP SLOPE MIX WITH ANNUAL RYE
GRASS & ERNST CONSERVATION SEEDS
y'
AT A RATE OF 6o LBS PER ACRE, OR i LB
PER 1,0-- SF. SEE PLAN SHEET FOR
LOCATION OF THE SEED MIX.
SYM
BOTANICAL NAME
COMMON NAME
SIZE
CANOPY
(SF)
QUANTITY
TOTAL
COVERAGE
(SF)
TREES
BN
BETULA NIGRA'HERITAGE'
RIVER BIRCH
2" CAL
397
24
9528
QP
QUERCUS PHELLOS
WILLOW OAK
2" CAL
370
21
7770
LS
LIQUIDAMBAR STYRACIFLUA'ROTUNDILOBA'
ROTUNDILOBASWEETGUM
2" CAL
206
11
2266
QB
QUERCUS BICOLOR
SWAMP WHITE OAK
11/2" CAL
299
8
2392
EVERGREEN TREES
PA
IPICEA ABIES
INORWAYSPRUCE
I 4-5'HT
1 41
1 10
1 410
MG
I MAGNOLIA GRAN DI FLORA
ISOUTHERN MAGNOLIA
I 4-5' HT
1 54
1 19
1 1026
ORNAMENTAL TREES
CP ICORNUS FLORIDA'CHEROKEE PRINCESS' ICHEROKEE PRINCESS DOGWOOD 6 HT 1 124 1 11 1 1364
SHRUBS
CA
ICALLICARPA AMERICANA
JAMERICAN BEAUTYBUSH
1 24" HT
1 12
1 91
1092
IG
JILEX GLABRA'SHAMROCK'
IINKBERRY HOLLY
1 24" FIT
1 23
39
897
NHD
INANDINADOMESTICA
IHARBOUR DWARF NANDINA
24" FIT
1 156
42
6552
TOTAL:
33297
NOTE: ALL STREETS WITHIN THE DEVELOPMENT SHALL BE MARKED
WITH NO PARKING SIGNS ON BOTH SIDES OF THE ROADWAY.
GRAPHIC SCALE
( IN FEET )
1 inch = 30 fL.
Evergreen Tree Planting Detail
Not To Scale
1
TREES UP TO 4" CAL. SHALL BE STAKED
WITH 2-2"x2" HARDWOOD STAKES.
TREES OF 4" CAL. OR LARGER SHALL BE
GUYED WITH 3 EQUALLY SPACED, TWISTED,
AND TURNBUCKLES. LOOP HOSE AROUND
TRUNK. FLAG WIRES WITH COURVEY TAPE.
REFER TO SPECIFICATIONS FOR
FURTHER INFORMATION
GUYW IRES WITH RUBBER HOSE AND
TURNBUCKLES 2/3 UP TREE
2"x2" HARDWOOD STAKES, ALIGN
TOP OF STAKES
MULCH SAUCER
AMENDED SOIL MIX
CUT AND REMOVE BURLAP FROM TOP
113 OF BALL AS SHOWN
SCARIFY SUBSOIL TO 4" MIN. DEPTH
COMPACTED SUBGRADE
LANDSCAPING CALCULATIONS
STREETSCAPE TREES
REQUIREMENT: 1 LARGE TREE PER 50 FEET OF PUBLIC ROAD FRONTAGE
OR 1 MEDIUM TREE PER 40 FEET OF PUBLIC
ROAD FRONTAGE
WOODBURN ROAD
740
LANDSCAPING REQUIRED
15 LARGE SHADE TREES
LANDSCAPING PROPOSED
15 LARGE SHADE TREES
BERKMAR DRIVE
800
LANDSCAPING REQUIRED
16 LARGE SHADE TREES
LANDSCAPING PROPOSED
20 LARGE SHADE TREES
SITE TREE CANOPY
REQUIREMENT: 19.5 DWELLING UNITS PER ACRE, MIN. CANOPY 15% OF
THE SITE AREA MINUS OPEN SPACE AREA
TOTAL SITE AREA
4.514 ACRES (SITE ACREAGE)
OPEN SPACE AREA
1.228ACRES
AREA REQUIRING TREE CANOPY
143,138SF(3.286ACRES)
TREE CANOPY REQUIRED
21,470SF
TREE CANOPY PROPOSED
24,756 SF
LJ Heavy equipment. vehicular traffic storage ofconstruction mareialst:ieluding soil shall not bepernattedwithin the driplincs oftrees
'
to be saved_
LLI
O
i
l
S. Soil Erosion and Storrmvater Detention Devices:
0 Such devices shall net adversely affect lives lobe saved.
:
6. Fires:
U)
r
0 Fires are not permitted within 100 feet ofthe dripine of has to be saved.
v
'
~�
Z Toxic Materials:
®
I—
\
/
Toxicmaterials shall not be stored within 100 feet ofthe dripfine of Nees :o be saved.
�
S. Protective Fenciue:
LJ-
0 Trees to be retained within 40 feet of a proposed building orgrading activty shall be protected by fencing.
0 Fencing shall be in place and she] be inspected and approved by a Count) Inspector prior to grading or mnah ani en
9. To. Wall,:
0 When the ground level most be raised within the dripline of a tree to be saved, alme welt shag be provided and a canstracrton detail
submitted for approval.
c
(]
11. Tree Wallis:
�_ O
® When the ground level lust be lowered within the driplina a tee to ba saved, a tree wall shall be provided; and a mrrstruction detail
submitted for approval.
CV
11. Trenchine and Tunneline:
0 When trenching is required vothi-i the limits of clearing, it shell be done as far away from the trunks of trees as Possible. Tunneling
under a large tree shall be considered m an alternative whanit is anticipated that necessary tranclung will destroy feeder roots.
•
1^. CIS
® Protective fencing shall es the list items removed during the final cleanup
F—
I3. Damaeed Tress:
w
H
® Damaged trees shall a treated inmediately by pruning, fertilization or other methods recommendedby a tree spedalist.
^O
w
NOTE:ITISTHEDEV OPER'S RESPONSIBILITY TO CONFERWIIH THE CONTRACTORON THEE CONSERVATION
d
Un
REQUIREMENTS.
JOB NO.
6/27/2022
202196
OWNER SIGNATURE (DATE)
SCALE
Ill _ 301
CONTRACT PURCHASER vq NSlTtitE (DATE)
5/IM6 Pape 1 of 1
SHEET NO.
16