HomeMy WebLinkAboutSUB202100195 Plan - Other (not approved) 2022-03-24IIIIIIIIN�IIIIII IIIIIIIIIIIIIlII111111N1 II�� III I3HIIIIIIIIIL'NIIINtII �INIIIIINIillllllllI IHIIIIIIIH..I11 Nlltll 1111NIIII�1t1111 illl IHIIIIIIIIIIINIIII
UNIIIINIUIIIIII�� IIIIIIIIIIIIIIIIIIIIIIN �t���� ��� NIIIIIIIIIIIIIilllll! � �� IIIIIINMIIH INNIII all
�LLRIIINIIIWUtIN:
-mtnunluloNitl
.�� ,IIIIIIIIIIIIIIIIHIIIIIII Ilillllllllll llllllll Ilulll HIINIIIIIIIIIIIIIHIIkIII IIIIIIIIIIIH1111111111 IIINIIIIIHIIIHIIIIIII{H �jIII 1
�. NHS. fHIIlI1117HIIIlilitlllill
np ,i I II Ji Vr�' n4 I, I a. u 1 I
191-fi Il 1 ,�1 P Mi � a
II f H 1. 8 'fl ail I�I:
,' , �. •Mel
RIO MAGISTERIAL DISTRICT, COUNTY OF ALBEMARLE, VA
SITE DATA
OWNER: NEW BELVEDERE, Inc.
610 WEST RIO RD
CHARLOTTESVILLE, VA 22901
DEVELOPER: NEW BELVEDERE, Inc.
610 WEST RIO RD
CHARLOTTESVILLE, VA 22901
PLAN PREPARER: ROUDABUSH, GALE, &ASSOCIATES
999 SECOND STREET. SE.
CHARLOTTESVILLE, VA. 22902
(434)-977-0205
TAX MAP PARCEL No: 06200-00-00-016DO
TOTAL PARCEL AREA: 7.04 ACRES (BELVEDERE PHASE 5 A)
7.96 ACRES (BELVEDERE PHASE 5 B)
15.00 ACRES (TOTAL AREA)
ZONING: R4 RESIDENTIAL (THIS PARCEL IS NOT PART OF THE BELVEDERE ZMA-2004-0007)
STEEPSLOPES- MANAGED
STEEP SLOPES - PRESERVED
CURRENT USE: VACANT
R4 STANDARD DENSITY: 4 DU/AC
ALLOWABLE DENSITY: 4 DU/AC + 5% DENSITY BONUS CREDIT FOR MAINTENANCE OF EXISTING WOODED AREA (1.5 ACRES SEE LANDSCAPING PLAN)
4 + (4 * 0.05) = 4.2 DU/AC
PROPOSED USE: STANDARD LEVEL CLUSTER DEVELOPMENT.
5 SINGLE FAMILY DETACHED (PHASE 5A)
20 SINGLE FAMILY DETACHED (PHASE 5B)
38 SINGLE FAMILY ATTACHED (PHASE 5A)
63 TOTAL LOTS
PROPOSED USE DENSITY: 63 LOTS/15 AC = 4.2 DU/AC
STORMWATER MANAGEMENT COMPLIANCE SUMMARY
PER APPROVED WPO-2020-00034
THE DEVELOPMENT OF BELVEDERE PHASE 5, TMP 62-16D, WILL OCCUR IN TWO SEPARATE STAGES OF CONSTRUCTION. THE COMPLETED SUBDIVISION
WILL UTILIZE AN EXTENDED DETENTION FACILITY TO FACILITATE CHANNEL AND FLOOD PROTECTION. STORMWATER RUNOFF WILL BE COLLECTED AND
CONVEYED THROUGH A STORMWATER PIPE NETWORK TO THE FACILITY. SEE APPROVED VSMP PLAN, WPO-2020-00034 FOR DETAILS.
REGARDING WATER QUALITY ANALYSIS:
DEVELOPMENT OF BELVEDERE PHASE 5 (A AND B), TMP 62-16D, WATER QUALITY PORTIONS OF THIS PLAN HAVE BEEN SATISFIED WITH PURCHASING
9.68 LB/YR OF OFFSITE NUTRIENT CREDITS IN THE SAME OF ADJACENT HYDROLOGIC UNIT CODE (02080204). COMPLIANCE OF 9VAC25-870-65.F:
OFFSITE ALTERNATIVE IAW 9VAC25-870-69 PURCHASE OF NUTRIENT OFFSET CREDITS IS PROPOSED AND AFFIRMED. SEE APPROVED VSMP PLAN,
WPO-2020-00034 FOR DETAILS.
REGARDING WATER QUANITY ANALYSIS FOR POINT OF DISCHARGE
COMPLIANCE OF 9VAC25-870. B.1.B (CHANNEL PROTECTION):
IN ACCORDANCE WITH CHANNEL PROTECTION SECTION B.3.A OF 9VAC25-870-66 OF VIRGINIA LAW; THE MAXIMUM PEAK FLOW RATE FROM THE
ONE-YEAR 24-HOUR STORM FOLLOWING THE LAND- DISTURBING ACTIVITY IS IN ACCORDANCE WITH THE ENERGY BALANCE METHODOLOGY. SEE
APPROVED VSMP PLAN, WPO-2020-00034 FOR DETAILS.
COMPLIANCE OF 9VAC25-870-66.0 (FLOOD PROTECTION):
IN REFERENCE TO FLOOD PROTECTION SECTION C.1, THE SITE'S POINT OF DISCHARGE RELEASES CAPTURED STORMWATER INTO A CONVEYANCE
SYSTEM THAT, FOLLOWING LAND DISTURBING ACTIVITY, CONFINES THE POST -DEVELOPMENT PEAK FLOW RATE FROM THE 10-YEAR 24-HOUR STORM
EVENT WITHIN THE STORMWATER CONVEYANCE SYSTEM. 210POST-DEVELOPED f5; 010PRE-DEVELOPED. SEE APPROVED VSMP PLAN, WPO-2020-00034
FOR DETAILS.
City of
Charlot-
tesville
,SUBJ.
PROP,
VICINITY MAP
SCALE: 1 "=1000 FEET
<
Creek
SHEET INDEX
SHEET 1----------
COVER SHEET
SHEET 2----------
SITE DATA & NOTES
SHEET 3----------
GENERAL CONSTRUCTION NOTES
SHEET 4----------
EXISTING CONDITIONS & DEMOLITION PLAN
SHEET 5----------
LAYOUT PLAN
SHEET 6---------
GRADING PLAN
SHEET 7----------
UTILITY PLAN
SHEET 8----------
ROAD PROFILES & TYPICAL SECTIONS
SHEET 9----------
SIGHT DISTANCE PROFILE
SHEET 10---------
STORM SEWER PROFILES & CALCULATIONS
SHEET 11---------
STORM INLET DRAINAGE AREA MAP
SHEET 12---------
LANDSCAPING PLAN
APPROVALS
DEPARTMENT
SIGNATURE
DATE
ENGINEERING
DEPARTMENT OF FIRE RESCUE
VA. DEPARTMENT OF TRANSPORTATION
PLANNING / ZONING
A
i
1
z
I
W
I I
I I
�
f
I
F
DESIGNED BY:
MSKZQD
DRAWN BY:
MSI(2QD
CHECKED BY:
JILT
L. Taggart
% No.
Z_
C7
z
W
u.l
J
w
®
W
T_
m
W
T
d
Q=
C)0
ILL
w
Z
Q
Z
53
N
w
O
C
�
O
Q
W
Cn
O
�
�Q
Q
�
W
co
fr
w
w
J)
0
Q
O
DATE:
08-23-2021
SCALE:
1 ":1000'
JOB:
8438
SUB:
2021-00195
SHEET:
1 OF12
PMA4S IA-RFIV DEREPH SE%RP ASF du
SITE DATA
OWNER:
DEVELOPER:
PLAN PREPARER:
TAX MAP PARCEL No:
NEW BELVEDERE, Inc.
610 WEST RIO RD
CHARLOTTESVILLE, VA 22901
NEW BELVEDERE, Inc.
610 WEST RIO RD
CHARLOTTESVILLE, VA 22901
ROUDABUSH, GALE, &ASSOCIATES
999 SECOND STREET. SE.
CHARLOTTESVILLE, VA. 22902
(434)-977-0205
06200-00-00-016DO
PARCEL AREA: 7.04 ACRES (BELVEDERE PHASE 5A)
7.96 ACRES (BELVEDERE PHASE 5B)
15.00 ACRES (TOTAL AREA)
ZONING: R4 RESIDENTIAL (THIS PARCEL IS NOT PART OF THE BELVEDERE ZMA-2004-0007)
STEEP SLOPES - MANAGED
STEEP SLOPES - PRESERVED
CURRENT USE:
VACANT
R4 STANDARD DENSITY: 4 DU/AC
ALLOWABLE DENSITY: 4 DU/AC + 5% DENSITY BONUS CREDIT FOR MAINTENANCE OF EXISTING WOODED AREA (1.5 ACRES SEE LANDSCAPING PLAN)
4+(4*0.05)=4.2DU/AC
PROPOSED USE: STANDARD LEVEL CLUSTER DEVELOPMENT. 5 SINGLE FAMILY DETACHED (PHASE 5A) + 20 SINGLE FAMILY DETACHED (PHASE 5B) +
38 SINGLE FAMILY ATTACHED (PHASE 5A) = 63 TOTAL LOTS
PROPOSED USE DENSITY:
MINIMUM LOT SIZE PERMITTED:
BUILDING HEIGHT:
63 LOTS/15 AC = 4.2 DU/AC
N/A
W1L1_IIILLIEVA
REQUIRED OPEN SPACE (25%): 25% * 15 ACRES = 3.75 ACRES FOR THE ENTIRE PARCEL (PHASE 5A + 5B)
OPENS SPACE PROVIDED: 3.68 ACRES (OPEN SPACE A, B, C) + 0.07 ACRES (TOT LOT) = 3.75 ACRES TOTAL PROVIDED
(2.13 ACRES IN PRESERVED SLOPES = 58% OF PROVIDED OPEN SPACE)
NON-INFILL SETBACKS
FRONT SETBACK
SIDE SETBACK
GARAGE
FRONT LOADING GARAGE
SIDE LOADING GARAGE
BUILDING SEPARATION
MINIMUM
MAXIMUM
REAR
LOT TABULATION
25 SFD LOTS
38 SFA LOTS
RIGHT-OF-WAY*
OPEN SPACE**
TOTAL
5' MINIMUM FROM ROW (25' MAXIMUM FROM ROW)
S MINIMUM UNLESS THE BUILDINGS SHARE A COMMON WALL (NO MAXIMUM)
18' MINIMUM FROM THE ROW (NO MAXIMUM)
5' MINIMUM FROM THE ROW (NO MAXIMUM)
10' UNLESS THE BUILDINGS SHARES A COMMON WALL
NONE
20' MINIMUM, NO MAXIMUM
6.00 ACRES
2.63 ACRES
2.62 ACRES*
3.75 ACRES**
15.00 ACRES
*ALL NEW RIGHT-OF-WAY SHOWN HEREON SHALL BE DEDICATED TO ALBEMARLE COUNTY FOR PUBLIC USE WITH RECORDATION OF THE FINAL SUBDIVISION PLAT
**OPEN SPACE & TOT LOT FOR TMP 62-16D TO BE DEDICATED & MAINTAINED BY THE HOA
RELATED PLANS WITH THIS PARCEL:
1. APPROVAL OF ROAD PLANS IS ONLY FOR THE ELEMENTS WITHIN THE RIGHT-OF-WAY. APPROVAL OF ROAD
PLANS DOES NOT GRANT APPROVAL OF OTHER ITEMS OUTSIDE OF THE RIGHT-OF-WAY, SUCH AS PARCEL
BOUNDARIES, OPEN SPACE LOCATIONS, ETC.
2. PUBLIC STREET RIGHT-OF-WAY SHALL BE DEDICATED TO ALBEMARLE COUNTY PUBLIC USE IN ACCORDANCE
WITH ALL APPLICABLE SECTIONS OF THE ALBEMARLE COUNTY CODE.
3. ASSOCIATED PLANS WITH THIS PARCEL, TMP 62-16D:
3.1. BELVEDERE PHASE 5B - ROAD AND DRAINAGE PLAN (THIS PLAN)
3.2. BELVEDERE PHASE 5B - WATER AND SEWER PLAN
3.3. BELVEDERE PHASE 5B - PRELIMINARY SUBDIVISION PLAT- SUB-2021-00033
3.4. BELVEDERE PHASE 5 - STORMWATER MANAGEMENT PLAN - WPO-2020-00034, APPROVED 11/04/2020
3.5. BELVEDERE PHASE 5A - FINAL SITE PLAN - SDP-2020-00036
3.6. BELVEDERE PHASE 5A - ROAD & UTILITY PLAN - SUB-2019-00170, APPROVED 01/29/2021
3.7. BELVEDERE PHASE 5A - EASEMENT PLAT - SUB-2020-00123
3.8. BELVEDERE PHASE 5A - SUBDIVISION PLAT
3.9. BELVEDERE PHASE 5B - OFF -SITE SANITARY SEWER
MAGISTERIAL DISTRICT: RIO MAGISTERIAL DISTRICT
STORMWATER MANAGEMENT: SEE VSMP SUBMITTED UNDER SEPARATE COVER, WPO-2020-00034, APPROVED 11/04/2020. COUNTY OF ALBEMARLE
WATERSHED: UPPER RIVANNA RIVER *Department of Community Development
WATERSHED: UPPER RIVANNA RIVER na
Construction Record Drawings (As -built) for Streets
BOUNDARY SOURCE: PLAT "DIVISION OF DUNLORA" PREPARED BY WM. MORRIS FOSTER, LAND SURVEYOR, DATED NOVEMBER 1, 1985, REVISED
DECEMBER 20, 1985, RECORDED AT DB 875 PG 331.
TOPOGRAPHY: BARE EARTH DEM FROM UDAR, SOURCE VGIN (2016). POINT CLOUD FILTERED BY RGA, FEBRUARY 2021.
BENCHMARK: FIRE HYDRANT 453.77, RIGHT FRONT BONNET BOLT, AT CORNER OF FOWLER STREET AND FARROW DRIVE
DATUNM: HORZ.: NAVD 83; VERT.: NAD88
FLOODPLAIN: THIS PROJECT IS LOCATED WITHIN "ZONE X" AS SHOWN ON FLOOD INSURANCE RATE MAP. COMMUNITY PANEL NUMBER 510003C
0279 D. EFFECTIVE DATE:FEBRUARY 4. 2005.
PARKING REQUIRED FOR FULL BUILD -OUT OF PROJECT:
TWO (2) PARKING SPACES FOR SFD = 2 * 25 = 50 SPACES
TWO (2) PARKING SPACES FOR SFA = 2 * 38 = 76 SPACES
ONE GUEST PARKING SPACE PER EVERY 4 ATTACHED SINGLE FAMILY LOT = 0.25 * 38 = 10 SPACES
EXISTING ON -STREET PARKING SPACES REPLACED AT FOWLER STREET & FARROW DRIVE INTERSECTION = 4 SPACES
140 PARKING SPACES REQUIRED (MINIMUM 14 ON -STREET PARKING SPACES REQUIRED)
PARKING PROVIDED AT FULL BUILD -OUT OF PROJECT:
SFD: (2 DRIVEWAY SPACES + 2 GARAGE SPACES PER UNIT) * 25 = 100 SPACES (PHASE 5A + 5B)
SFA: (1 DRIVEWAY SPACE + 1 GARAGE SPACE PER UNIT) * 38 = 76 SPACES (PHASE 5A, SUB-2019-00170)
19 ON -STREET GUEST PARKING PROVIDED ALONG FOWLER STREET (PHASE 5A, SUB-2019-00170)
195 TOTAL PARKING SPACES PROVIDED
RECREATION SPACE REQUIRED = 200 SF PER UNIT: 63 * 200 = 12,600 SF
RECREATION SPACE PROVIDED = 2,860 SF ACTIVE RECREATION SPACE (TOT LOT PROVIDED WITH PHASE 5A, SUB-201 M01 70)
108,120 SF PASSIVE RECREATION SPACE (OPEN SPACE "C" W/ NATURE TRAIL)
110,980 SF TOTAL RECREATION SPACE PROVIDED
RECREATION EQUIPMENT AND FACILITIES, INCLUDING THE TOT LOT, SHALL BE MAINTAINED IN A SAFE CONDITION AND REPLACED AS NECESSARY. MAINTENANCE SHALL
BE THE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION.
RECREATIONAL FACILITIES SHALL BE COMPLETED WHEN FIFTY PERCENT (50%) OF THE UNITS HAVE RECEIVED CERTIFICATE OF OCCUPANCY.
LANDSCAPING: SEE LANDSCAPING PLAN SHEET 12 FOR MORE DETAILS
LIGHTING: ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS. EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3,000 OR
MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM
ADJOINING RESIDENTIAL DISTRICTS AND FROM ADJACENT ROADS. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO
REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS.
NO EVIDENCE OF A BURIAL SITE WAS FOUND ON SUBJECT PARCEL.
NO STREAM BUFFER(S) ARE PRESENT ON THE SUBJECT PARCEL.
THE SUBJECT PROPERTY IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT.
THIS SITE IS NOT LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR.
The following is a list of information required on as -built road drawings. It is preferable that
the construction record drawing be prepared by someone other than the designer. Please do
not provide design drawings as construction record drawings.
A. A signed and dated professional seal of the preparing engineer or surveyor.
B. The name and address of the firm and individual preparing the drawings on the title sheet.
C. The constructed location of all items associated with the road construction must be shown. The items
include, but are not limited to the following:
1. Horizontal Alignment - Show and label measurement points, and an interpreted line between
measurements. Show the as -built centerline over the design centerline. Distinguish between the
design and as -built by labels and tine type. Measurements shall be at frequent enough intervals to
accurately portray the as -built centerline, and the position of the roadway within the right-of-way or
easement. Any portions outside the right-of-way or easement must be corrected by plat or
construction.
2. Vertical Alignment - Show and label measurement points, and an interpreted line between
measurements. Show the as -built centerline over the design centerline. Distinguish between them by
labels and line type. Write the constructed vertical elevations and compare to the design elevations
where necessary. Measurements shall be at frequent enough intervals to accurately portray the as -
built centerline. For alignments which deviate significantly from the design, provide curvature and
sight -distances. Corrections maybe required for alterations from the design alignment.
3. Edge of Pavement - Display the constructed edges of pavement and width measurements at ever
y
station, or more frequently if necessary to accurately portray the as -built edges. Show the as -built
edges over the design edges for comparison. Show and label constructed edge of pavement radii for
all intersections and cul-de-sacs. Edges for sidewalk, as well as ramps and curb cuts must be
included.
4. Culverts, Pipes and Drainage Structures - Display the installed type of drainage structure,
culvert/pipe size, material, inlets or end treatment(s), inlet and outlet protection, alignment and invert
elevations compared to design. Computations: For slopes flatter than design, or inverts shallower
than design, provide computations verifying design standards.
5. Ditch Lines - Display the constructed location of all ditch lines, including typical section, direction of
flow, and linings.
6. Drainage Easements - Shaw all platted easements with dead book references labeled. Drainage
must be within platted right-of-way or drainage easements. Provide copies of recorded documents.
7. Guardrail - Display the constructed location of guardrail, including the guardrail type, length and
applied end treatments, compared to design.
8. Right of way and associated easements - Label deed book and page numbers for all dedicated
right-of-ways, sight easements, slope easements, etc., and provide copies of recorded documents.
9. Pavement Designs - Label the as -built pavement and base layers. Indicate the measured pavement
thicknesses based on inspections or cores as referenced and included. Inspection reports are required
for fill compaction, CBR's, and pavement applications.
10. Street Trees - Provide design and as -built locations and species. Compare to design.
11. Signs - Show all installed signs and pavement markings. Include any pedestals or other features.
LEGEND
EXISTING INTERMEDIATE CONTOUR
- - 33Z
EXISTING INDEX CONTOUR
- 30T-
PROPOSED CONTOUR
20
EXISTING EDGE OF PAVEMENT
EX. EP
PROPOSED EDGE OF PAVEMENT
EP
EXISTING CURB AND GUTTER
EX C&G
PROPOSED CURB AND GUTTER
CG 6
TRANSITION FROM CG-6 ROLL-TOP
CGb ROLL-TOP
EX. 15" RCP
EXISTING STORM SEWER
= I I EIW I I =
15" RCP
PROPOSED STORM SEWER
EXISTING SANITARY SEWER
- S S S -
PROPOSED SANITARY SEWER
PROPERTY LINE
EASEMENT LINE
CENTERLINE
-
LIMITS OF CLEARING AND/OR GRADING ■■■■■■■■■■■■■■■■
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
+12.0
EXISTING TREE DRIP LINE
EXISTING TREE
PROPOSEDTREE OAK
EXISTING WATERLINE W/ TEE
PROPOSED WATERLINE W/ TEE
EXISTING FIRE HYDRANT
PROPOSED FIRE HYDRANT
EXISTING WATER VALVE
PROPOSED WATER VALVE
PROPOSED WATER METER
EXISTING REDUCER
PROPOSED REDUCER
HANDICAP RAMP (CG-12)
DENOTES LOCATION OF STD. VDOT
CG-12 AND/OR JURISDICTIONAL
STANDARD RAMP CONSTRUCTION
PARKING INDICATOR
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
BENCHMARK
CRITICAL SLOPE
SLOPES TO BE SEEDED, MULCHED & TACKED
VEHICLES PER DAY COUNT
PROPOSED STREET NAME SIGN
EXISTING SIGN
PROPOSED SIGN
SANITARY MANHOLE IDENTIFIER
STORM DRAIN STRUCTURE IDENTIFIER
CONTRACTOR'S RECORD DRAWING REQUIREMENTS
J
_W
nI
12
1,234 VPD
CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ANY CHANGES SUBSTITUTIONS, ALTERATIONS, VARIATIONS OR UNUSUAL
CONDITIONS ENCOUNTERED OR IMPLEMENTED WHILE ENGAGED ON THIS PROJECT. THESE RECORDS SHALL BE IN THE FORM OF
"REDLINES". "REDLINES" SHALL REFER TO THE CONTRACTOR'S HAND ANNOTATIONS USING RED COLORED PEN/PENCIL TO DEPICT
ACTUAL CHANGE, SUBSTITUTION, OR CONDITION.
PRIOR TO CONTRACTOR REQUESTING PARTIAL OR FULL PAYMENT, CONTRACTOR SHALL PROVIDE THE OWNER WITH AN UP-TO-DATE
CONTRACTOR'S RECORD DRAWING. SPECIFICALLY, THIS SET OF PLANS, ISSUED TO THE CONTRACTOR AS FINAL CONSTRUCTION
DRAWINGS, SHALL BEAR THE "REDLINE" MARKINGS LISTED BELOW AS WELL AS THE CONTRACTOR (AGENT OR SUPERINTENDENT)
SIGNATURE AND CERTIFICATION BELOW:
1. REDLINES SHOULD ALWAYS BE ACCURATE NEAT, LEGIBLE, DATED AND REASONABLY SCALED.
2. ADD LARGE RED LETTERS TO TITLE SHEET WITH'CONTRACTOR'S RECORD DRAWING' INCLUDING CONTRACTOR'S NAME, DATE, AND
OTHER RELEVANT INFORMATION
3. CONTRACTOR'S REPRESENTATIVE OR SUPERINTENDENT SHALL INITIAL EACH SHEET. IF A SHEET HAS NOT BEEN CHANGED AT ALL
OR NO MARK HAS BEEN ADDED, LABEL THE SHEET ONLY'NO CHANGES'
4. IF A SHEET HAS BEEN CHANGED OR MODIFICATIONS HAVE BEEN ADDED, LABEL IT'REVISED'
5. USE WRITTEN EXPLANATION TO DESCRIBE CHANGES. REFER TO SPECIFIC ACTIONS INSTEAD OF REFERENCING CHANGE ORDER
NUMBERS OR RELATED DOCUMENTS
6. USE CLEAR LETTERING
7. NEVER REMOVE OLD VALUES OR DETAILS, JUST REDLINE OR "X" THROUGH THEM. IF THERE IS NO ROOM FOR THE NEW
VALUE, YOU CAN GO TO THE SIDE AND REDLINE THE REPLACEMENT VALUE.
8. PROVIDE THE REDLINE DETAILS OF CHANGES OR ADDITIONAL INFORMATION, INCLUDING BUT NOT LIMITED TO FABRICATION,
ERECTION, INSTALLATION, LOCATION, SIZING, MATERIAL, DIMENSION, ADDITIONS, RELOCATIONS, SUBSTITUTIONS, ETC
9. BE SPECIFIC WHEN MAKING NOTES TO UNDERGROUND UTILITIES, SHOWING EXACT LOCATION, DEPTH, AND MATERIAL USED
(EXAMPLE: SEWER LATERALS)
10. PROVIDE ALL NECESSARY INFORMATION OF CONTRACTOR'S DESIGNED SYSTEMS OR SUBSTITUTIONS
11. CROSS OUT ANY PLAN REFERENCE TO "APPROVED EQUAL" AND REPLACE WITH ANY SPECIFIC INFORMATION OF VARIANCE USED
DURING THE CONSTRUCTION PROCESS
12. ANY CHANGES IN INVERT ELEVATIONS, GRADE MODIFICATIONS, SLOPES, AND RELATED INFORMATION ON PIPING UTILITIES,
EARTHWORK, ETC. SHALL BE REDLINED.
13. RECORD ALL UNEXPECTED OBSTRUCTIONS, COMPLICATING FACTORS, UNSUITABLE CONDITIONS FOUND IN THE PROJECT AREA
INCLUDING ROCK, UNUSUAL TOPSOIL CONDITIONS, BURIED DEBRIS, ETC.
14. ATTACH OR INCLUDE ANY SHOW DRAWINGS OR SUPPLEMENTAL INFORMATION TO THE CONTRACTOR'S RECORD DRAWING
15. CHANGES MADE AS A RESULT OF ANY REGULATORY OR OWNER INSPECTION PROCESS
CERTIFICATION STATEMENT:
THIS HAND -MARKED SET OF DRAWINGS HAS BEEN "REDLINED" TO PROVIDE ACCURATE DETAILED RECORD OF ANY SUBSTANTIVE
CHANGES TO THE APPROVED DESIGN DRAWINGS. ANY ITEM NOT "REDLINED" ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD
BE CONSIDERED TO BE "CONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWN".
INAIVIC, I I I LC
FOR:
tuA I C)
(CONTRACTOR)
zU o
w
' U o
OZ Z UU N
O � Y ¢ 2
tf)_1i!] F0) ¢11J O
T
¢ � J =
�y oo Q6�)
d Z = w ¢
O to w 0 0
W O¢ WE ¢
JZ vIE
ZO
to > o
h.j W o
LL W i!1 Z O Z m
CE
OL W V
W N w
¢� z
J > O
vaiW a
J
} U) >
=0w
a OU OJ
w¢
In ¢
O, _
rn U
z
O
a
U
U
w
0
w
¢
0
O Z
w w
N
z z
� a a
Z O t �
Z z
O w z
s �
u w
v g Q o
w
o 0 w >
o >
u
H Z
o m �
0
a o
N
¢ O V1 N
N N M
ZN M
�o}�gSyTH op P.-
aLF
Jimmy L Taggart
Lie. No.
'■ 22841 44
for 3/22/2022 1
a88'ON L Edo
Q
Z
>
Z W W
Q LO Q Q
W W
W Q T Q W
0 = w p o
Z Q Z
Q W 0O E,
frCOC Q
0 W
0
Q (r EW
0 W
Q J Q A
0 WW Ir
W U)
Q
O
W
DESIGNED BY:
MSK/ZQD
DRAWN BY:
MSK/ZQD
CHECKED BY:
JLT
DATE:
08-23-2021
SCALE:
N/A
JOB:
8438
SUB:
2021-00195
SHEET:
2 OF 12
GENERAL CONSTRUCTION NOTES
DI ANI NlnTFC
1. THE OWNER MAY ACT AS THE PROJECT MANAGER OR DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE DURING THIS PROJECT. CONTRACTOR
SHALL REPORT DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED.
2. THE DESIGNER HAS CONDUCTED NO STUDIES DESIGNED TO DISCOVER THE PRESENCE OF ANY HAZARDOUS SUBSTANCES ON THIS PROPERTY AND ASSUMES NO
RESPONSIBILITY OR LIABILITY RESULTING FROM THE PRESENCE ON ANY SUCH SUBSTANCE.
3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES. THIS INCLUDES ALL NECESSARY PERMITS, INSPECTIONS,
BONDS, AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH THESE PLANS AS WELL AS LOCAL, STATE, AND FEDERAL POLICIES.
4. PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE RESIDENT ENGINEER OR HIS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE
A DRAINAGE CHANNEL.
5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY
THE CONTRACTOR.
6. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST EDITION) AND THE VDOT ROAD AND BRIDGE
SPECIFICATIONS (LATEST EDITION).
8. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERING
DESIGN. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC.
9. ALL WATER LINES SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.
10. 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 FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH
SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN
THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE.
EARTHWORK, DRAINAGE, & SITE CONDITIONS
1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR BE NO GREATER THAN 2:1.
2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS
DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THE FILL.
3. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED.
4. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VDOT ROAD & BRIDGE STANDARDS (LATEST EDITION) UNLESS
OTHERWISE STATED WITHIN THE PLANS..
5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER.
6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, AND IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE
EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS.
7. IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE PROJECT MANAGER AND ENGINEER BEFORE FINAL
GRADING COMPLETION FOR ADVICE AND CONSENT.
UTILITIES & DRAINAGE SYSTEMS
UTILITIES
1. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT
CONTRACTOR'S EXPENSE.
2. THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES. CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE
NON-EXISTENCE OF UTILITIES. AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION, CONTRACTOR SHALL NOTIFY MISS UTILITY (1-800-552-7001) AND/OR
THE RESPECTIVE UTILITY COMPANIES FOR GAS WATER SEWER POWER PHONE AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES
LOCATED, AND TO HAVE THEM REMOVED OR RELOCATED, OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE RESPECTIVE OWNER, IF THE METHOD
OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE
RESPECTIVE UTILITY'S RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES SHALL BE BORNE BY CONTRACTOR
UNLESS INDICATED OTHERWISE. CONTRACTOR SHALL EXCAVATE TO LOCATE BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL
AND /OR VERTICAL ADJUSTMENTS TO ITS WORK AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL BE ALLOWED FOR DELAYS RESULTING
FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH UTILITIES.
3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM DAMAGE DUE TO THE WORK. ALL
METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER.
CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS
ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES
REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE
UTILITY'S STANDARDS.
4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL
BE KEPT TO A MINIMUM AND SHALL ONLY OCCUR WITH THE KNOWLEDGE AND PERMISSION OF THE SERVICE'S OWNER OR AUTHORITY.
5. THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR.
6. ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE PERFORMED BY THE CONTRACTOR. CONTRACTOR SHALL KEEP A "REDLINE"
SET OF PLANS DOCUMENTING ALL SUCH AS -BUILT REVISIONS.
DRAINAGE SYSTEMS
1. CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED
SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE
DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED.
2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS, AND FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL
PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE.
3. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE PROJECT MANAGER BEFORE BEING BACKFILLED OR BURIED. THE PROJECT MANAGER MAY
REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH
INSPECTION.
4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS.
5. REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR UNLESS NEGOTIATED OTHERWISE BEFORE PROJECT BIDDING; AND IF NOT SALVAGED FOR RE -USE, SHALL
BE DISPOSED OF LAWFULLY.
6. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL PRIOR TO FINAL ACCEPTANCE.
7. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
8. ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM THEIR PRE -CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED,
EXTENDED OR OTHERWISE ROUTED USING MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH A WAY THAT THE NEW DRAINAGE PATTERNS ARE ACCEPTABLE TO
ENGINEER AND THE PROJECT MANAGER.
CONCRETE & ASPHALT
1. ALL FORMS SHALL BE INSPECTED BY THE PROJECT MANAGER OR HIS REPRESENTATIVE BEFORE ANY CONCRETE IS PLACED. THE PROJECT MANAGER MAY REQUIRE
CONTRACTOR, AT NO ADDITIONAL COST, TO REMOVE AND REPLACE CONCRETE PLACED PRIOR TO OR WITHOUT SUCH INSPECTION.
2. ALL MATERIAL INSIDE FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS AND OTHER LOOSE DEBRIS. SUB -BASE MATERIAL SHALL BE COMPACTED BY MECHANICAL
MEANS.
3. CONCRETE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 DEGREES FAHRENHEIT (F) IN THE SHADE AND RISING.
4. 1/2" PREMOLDED EXPANSION JOINT MATERIAL SHALL BE PLACED AT A MAXIMUM OF 30' INTERVALS ON NEW SIDEWALK, CURB, CURB & GUTTER, AT EACH END OF
DRIVEWAY ENTRANCES, AT EACH END OF HANDICAP RAMPS, SOME POINT ON ENTRANCE WALKS AND STEPS ADJUSTMENTS, AND ALONG BUILDINGS AND WALLS
WHERE NEW CONCRETE SIDEWALKS ARE PLACED AGAINST THEM.
5. ALL EXISTING CURBS, CURB & GUTTER, SIDEWALK AND STEPS TO BE REMOVED SHALL BE TAKEN OUT TO THE NEAREST JOINT.
6. EXISTING ASPHALT CONCRETE PAVEMENT SHALL BE SAW CUT AND REMOVED AS PER THE SPECIFICATIONS. REMOVAL SHALL BE DONE IN SUCH A MANNER AS TO NOT
TEAR, BULGE OR DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL, ALL CUTS SHALL BE PARALLEL OR PERPENDICULAR TO THE DIRECTION OF
TRAFFIC.
7. DISPOSAL OF ALL EXCESS MATERIAL IS THE RESPONSIBILITY OF CONTRACTOR.
8. SEAL (TACK) COAT SHALL BE APPLIED IMMEDIATELY BEFORE ASPHALT IS LAID AND SHALL EXTEND ALONG THE BURIED VERTICAL EDGE OF CURBING UP TO THE
ELEVATION OF THE TOP OF THE ASPHALT LAYER.
TRAFFIC & SIGNAGE
1. ALL "NO PARKING" REQUIREMENTS SHALL BE PROVIDED BY CONTRACTOR WITH APPROVAL OF THE PROJECT MANAGER.
2. CONTRACTOR SHALL PROVIDE NECESSARY REFLECTORS, BARRICADES, TRAFFIC CONTROL DEVICES AND/OR FLAG PERSONS TO INSURE THE SAFETY OF ITS WORKERS
AND THE PUBLIC. TRAFFIC CONTROL SHALL BE DONE WITH THE KNOWLEDGE AND PERMISSION FROM THE STREETS OWNER OR AUTHORITY.
3. CONTRACTOR SHALL MAINTAIN SAFE AND PASSABLE PUBLIC ACCESS TO PROPERTIES AND THE PUBLIC RIGHT-OF-WAY DURING CONSTRUCTION. ACCESS FOR
EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES.
4. EXCEPT AS OTHERWISE AUTHORIZED IN WRITING BY THE PROPER AUTHORITY, THE WORK SHALL BE COORDINATED AND PERFORMED IN A MANNER SO THAT ALL
EXISTING FIRE HYDRANTS SHALL BE ACCESSIBLE AT ALL TIMES DURING THE WORK.
5. CONTRACTOR SHALL NOTIFY AND GAIN PERMISSION FROM THE PROPERTY OWNER(S) TWELVE (12) HOURS IN ADVANCE OF BLOCKING ANY ENTRANCE. NO ENTRANCE
SHALL BE BLOCKED FOR MORE THAN TWELVE (12) HOURS IN ANY 24 HOUR PERIOD WITHOUT APPROVAL OF THE PROPERTY OWNER, EXCEPT WHERE NEW ENTRANCES
ARE CONSTRUCTED.
6. WITHIN 24 HOURS OF THEIR REMOVAL, CONTRACTOR SHALL REPLACE MAILBOXES, STREET SIGNS, TRAFFIC SIGNS, AND THE LIKE THAT ARE REMOVED FOR
CONSTRUCTION. PERMANENT OR SUITABLE TEMPORARY ITEMS WILL BE USED AS THE STATUS OF WORK PERMITS. PERMANENT OR TEMPORARY STOP SIGNS MUST BE
IN PLACE AT ALL TIMES. COSTS SHOULD BE INCLUDED UNDER THE VARIOUS UNIT BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE.
CONTRACTOR RESPONSIBILITIES REGARDING ADA COMPLIANCE
1. CONTRACTORS SHALL PERFORM WITH REQUIRED CARE AND PRECISION IN CONSTRUCTION OF ADA (ACCESSIBLE) COMPONENTS AND
ACCESSIBLE ROUTES WITHIN THE SITE. THESE CONSTRUCTED PRODUCTS, AS THE CONTRACTOR LEAVES THEM, MUST COMPLY WITH ALL
APPLICABLE STATE AND LOCAL ACCESSIBILITY LAWS AND REGULATIONS AND THE CURRENT ADA AND/OR STATE ARCHITECTURAL ACCESS
BOARD STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, INCLUDING REVISIONS OR UPDATES. FINISHED
SURFACES ALONG THE ACCESSIBLE ROUTE(S) FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING
ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE OR EXIT, MUST COMPLY WITH THESE ADA OR ACCESS BOARD CODE
REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING:
1.1. HANDICAP PARKING SPACES AND PARKING AISLES -SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY
DIRECTION.
1.2. RAMPS (CONCRETE OR OTHERWISE) -SLOPE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET.
1.3. LANDINGS -MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (1/4" PER
FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION.
1.4. ACCESSIBLE ROUTE PATH OF TRAVEL -MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (ENCROACHMENTS
SUCH AS CAR OVERHANGS OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20
° °
5.0% FOLLOWING THE DIRECTION OF TRAVEL AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.08/° FOR CROSS SLOPE.
WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.00/.), RAMP SPECIFICATIONS (ABOVE) MUST BE ADHERED TO. MAXIMUM SLOPE
OF 1:12 (8.30/.), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. RAMPS MUST HAVE ADA HAND RAILS AND "LEVEL" LANDINGS ON
EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DIRECTION (1/4" PER FOOT OR NOMINALLY 2.08%) FOR POSITIVE
DRAINAGE.
1.5. DOORWAYS ALONG ACCESSIBLE ROUTES -MUST HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED
AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.08%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST
BE NO LESS THAN 601NCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY
OPENING CONDITIONS. (SEE ICCANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY CODE.)
1.6. IF PROJECT INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING
DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE
DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE
CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD
CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT
OF THAT WORK. IMPROVEMENTS PLACED BY THE CONTRACTOR MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED
BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS.
1.7. CONTRACTOR SHALL VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE IS
OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS
RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON -CONFORMING CONCRETE.
2. CONTRACTOR IS URGED TO REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE AFTER FORMS ARE SET AND PRIOR TO
COMMENCEMENT OF CONSTRUCTION OR IMPROVEMENTS.
ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN AN EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT
SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY
REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS
OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND
SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER
ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE,
IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE- CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29
CFR PART 1926).
ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR STREETS
1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR
MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TEST
PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE
SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND
SUBMITTED WITH THE TEST RESULTS FOR APPROVAL.
3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO
ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFACE EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL
WATERCOURSE.
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT
THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE
COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET
OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO
SEVEN (7) FEET.
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9 (A, B OR C).
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1.
7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT
SECTION DETAIL, SHALL BE STRICTLY ADHERED TO.
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS
PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES
AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL.
10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF
THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS.
11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR
PUBLIC ROADS.
12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL
TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES.
13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR
COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION
PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT.
ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT
SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY
REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL
GOVERN.
2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR
MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL
EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29
CFR PART 1926).
4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN
AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS
PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE
SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND
SUBMITTED WITH THE TEST RESULTS FOR APPROVAL.
6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1
(HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED.
7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO
ACCEPTANCE BY VDOT. ALL DRAINAGE OUTFACE EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL
WATERCOURSE. THE CONTRACTOR SHALL FIELD VERIFY THE LENGTH OF ALL STORM DRAINAGE PIPE.
8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED
AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF
VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT
SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER
WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET.
9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A,B OR C).
10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1.
11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF
VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY.
12. A MINIMUM CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION
STREETS. ADDITIONAL CLEAR ZONE MAY BE REQUIRED DEPENDING ON THE CATEGORY OF ROAD DESIGN.
13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT
SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. THE CROSS SLOPE SHALL BE MAINTAINED AS SHOWN ON THE PLANS. EXCEPTIONS
WILL NOT BE ALLOWED.
14. ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGNS, ETC.) ARE TO BE FURNISHED AND INSTALLED BY THE DEVELOPER PRIOR
TO ACCEPTANCE SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY ROAD NAMING AND PROPERTY
NUMBERING ORDINANCE AND MANUAL" AND THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. THE LOCATIONS OF ALL
SIGNS ARE SHOWN ON THE PLANS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE
BEEN ACCEPTED INTO THE STATE SECONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE
DETERMINED BY VDOT PRIOR TO ACCEPTANCE. THE SPEED LIMIT IS TO BE POSTED 5MPH BELOW THE DESIGN SPEED.
15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR
TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF
THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND
CONVENIENT ACCESS.
17. USE VDOT STANDARD CD-1 OR CD-2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG
POINTS.
18. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT
INSPECTIONS AND ARE TO BE ACCEPTED INTO VDOT'S MAINTENANCE PROGRAM AND OWNERSHIP. THE VIDEO INSPECTION SHALL BE
CONDUCTED IN ACCORDANCE WITH VDOTS VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT AND/OR COUNTY INSPECTOR
PRESENT. IN ADDITION, IF HIGH -DENSITY POLYETHYLENE (HDPE) PIPE OR PIPE SYSTEM IS INSTALLED, THE CONTRACTOR AND A
REPRESENTATIVE FROM THE PIPE MANUFACTURER SHOULD HOLD APRE- CONSTRUCTION MEETING FOR INSTALLATION TRAINING. THE
PIPE MANUFACTURER SHOULD SPEND A MINIMUM OF TWO HOURS ON THE JOB SITE DURING THE INITIAL PIPE INSTALLATION.
A
7U o
A m
W
U o
U a
N
O Z Z U N
O Y a 2
tf)J
T Qyi 0U ¢U m
al I a
OW woo
W OQIE
�¢
_ a
J Z W 0
Thy Z 0
v 53> o
h.j w o
W Z
r;
0 Z rn
5;N V
co W N Q W
Z
Q
O
J
�1 W
vUw a
n F
J
r >
x
O w
Oa OU OJ
w¢
�a
rnx
rn U
z
0
a
u
U
w
0
a
0
O z
w
w
Oz '^
w z
an O
a
a
z N
O t �
z a z
O w z
s �
u w
v g Q o
w
o 0 U. >
u
u
0 o z
m �
0
a o
N
� O O Q
Q O Ll N
N N M
r-I `ti
0 N m
z
o}�gSyTB Op pj�a
�� / �ivp
Jimmy L Taggart
Lie. No.
A 22841 44
far 3/22/2022 1
ae8toxAL Edo
Q
Z_
O
z W W
J
0 w
(L w m O
W T Q z
Q
0 = U 0 o
Q } H
z Q z �
.� D- � �
CV o
Q W ( O
006 U
U) �
J Q o 04
�.�..� Ir zw7
�_
0
Q
O
DESIGNED BY:
MSK/ZQD
DRAWN BY:
MSK/ZQD
CHECKED BY:
JLT
DATE:
08-23-2021
SCALE:
N/A
JOB:
8438
SUB:
2021-00195
SHEET:
3 OF 12
I,
/)
/
o
,//
\
-\'j
-J�s�l'��IV`v
J
/
�No
J If\ 1 A V A
>/ 111
a
Qom
oy
1
1 2
'I
11 \I 11 11q 11
1
otio'p
ZEll Z I
`..A�N��
l l y C-71
l N)Do
I i I/ vmi-�a�o� I I ll
\ II \
CD 0n0
O
p m�
o
ti(4
�\ I
1
1
o`' k 1
� II
r
2
�
2
CS
NS
W
Q.,i
�
�
O Co O oro
a mm
-
D> v y m 2
m m
/ ;00 �0
�Z {Z
ml� > a) p
to M D M N Pv N (n
'—\ MM mM N N rn v 1
m o � n
m
\ 1 I \
//�
I I
/,\ \ \
/ �`1\1\\\lIII111IIlIIIIIII - �\ 0410
I\o11111\11111\1111 l �\\\ > \\ti \�
m� z• \\ / / a` \ \ \ \
�I
cn n 1\ \
\\\�\\I`111\ (\\
I I I 1 \ \ \ \\ \\\\\�\\ \\ \\\\V
`\I Will
\
o �\ A T CV71i�V\ P�/E1y5 L\A77
\ \ \ \ 1 0 \\ \ \ \ w X
1 \ \ \ \ \ \ \\ x l \
W'\\\\\\
Znl \ 1 I \ 1 \ \ \ AD\\\\\ \\\\\\\\ \ \\ \ \
I�nl \ \ 1 \ \ 1 \ 1\ \ mA
nil \ 1 1 1 N oml \\ \\\ \� \ \ \ \ \` \ \ • \
1 \ 1 1 1 \ \ lo\ N�
r0111 111\w\\\ \ \ \ \\\\ \ \ \ \ \ \ \ \ \
\ O c
�� I 1111110/1 (vvv A \ 1A 1 v vv v\v v A �v \ vvv v v
N \ 90 \ \ \ \ \
�nm
vzm O
\
D
O��O mn / / I \ �\\ \ \ \\\\\ \ (Il \\\\\ \ \\
) \ co ti \ V A v — v vv
O = / n m / / m N / \ \ \ \\ \ \ \\ \ \\ \
N DO rc� x Ill 0
/
I % N m-Tim c N too
I I I O o nl
O
> n O
I I \ I O ~ I JI y W
/ �°
11 O O mX �
I I I I 1 f = Ill �\\\\
X 31 �'<-
1I36pco A V A \ 1 l l l l I (IIIIIII\�A\II \\ �v—
1` I I IIII 11 v v 1
mm
m M yT., - Z \ / 1 ` \ \ Z.
111 � 1 1 A \ J I 11 V� �
moo'
N\—\—
I
\°
OL
CN
/ I /
06�-
ffi
rn
O
O
O
m
m
.71
c
W
O
Don
n
m
D
N
OD
O
■■■■����MI
N
co
CD
W
O
O
N
O
�p
N
w
0
N
\ `
x�p�v�C-ce
'
/
J �
ROAD & DRAINAGE PLAN
BELVEDERE PHASE 5B
TAX MAP 62 PARCEL 1 GD
RIO MAGISTERIAL DISTRICT, COUNTY OF ALBEMARLE , VIRGINIA
EXISTING CONDITIONS, SOILS & DEMOLITION PLAN
000
C�
mzz
Ln
�1
►° 3
M
mu 9 s
co
0W0
rw 1 0cn
�cnco
0
o n o
co
`ydd' Z �gti
$ old
00
REVISIONS
NO. DATE DESCRIPTION
NO. DATE DESCRIPTION
1 12-10-2021 VDOT COMMENT RESPONSE
2 12-15-2021 ALBEMARLE CO. COMMENT RESPONSE
3 3-22-2022 COUNTY/ VDOT COMMENT RESPONSE
ROUDABUSH, GALE & ASSOC., INC.
A PROFESSIONAL CORPORATION
SERVING VIRGINIA SINCE 1956
PHYSICAL MAILING
999 SECOND ST. SE. 435 MERCHANT WALK SQ., SUITE 300-159
CHARLOTTESVILLE, VA 22902 CHARLOTTESVILLE, VA 22902
PHONE434-977-0205 WWW.ROUDABUSH.COM
LEGEND
TREE SAVE AREA
ALBEMARLE COUNTY STEEP
SLOPES OVERLAY -MANAGED
ALBEMARLE COUNTY STEEP
SLOPES OVERLAY - PRESERVED
J
j I /I�I�II
)
r ;Cf, SIREAM
�J /���/4j��'
/\ P
l( (/ No
J ; ;/ �/f /f I I v
/
/ J fig
1 /\
�-0
.0L
/j 390
-7 / / I NEW BELVEDERE, / /
INC / I I I! bv �__���
TMP 62A3-1 l / /
VACANT
/ , �/\ _ / / f ZONING: NMD I / I D
91.414 ACRES
/ �x�/
/ /
N
TEMPORARY
GRADING EASEMEN
o/
b I PHILLIPS, E L & ANN P
% 1P ,Y / / , a_.z J I TMP 62-16A
- /
. � 65 RESIDENTIAL
ZONING: R4
Lo
10 0 10 20 30
5
SCALE: 1"=10' a� OPEN 47
E !SPATE
/
NEW BELVEDERE, INC.
TMP 62-76D
OPEN SPACE
L \ \ ZONING.* R4
15.0 ACRES
If
/
?,ONO
IRE AGCE55
-
`
------ _ _ P —
�'- TENT f - j
f
�
---_—yi �w�*} �l\\N—.w_ f•, n f
00° 15+00' ��I �TI—
�1 17+00
t FOWLEREE (5F R0 18+Ob
1 �� fDT
If
BELVEDERE /
e:
N
Cb
a F��w l/NF
1 320/C +
44.2 i� 2.56%
�o
0
o
SANITARY STRUCTURE
31 116�1 STORM STRUCTURE
❑T EXPECTED LOCATION OF TRANSFORMER
Ak FIRE HYDRANT
f ROAD SIGN
RETAINING WALL
° SAFETY RAILING
PAVEMENT
BTL: BUILD -TO -LINE
OS: OPEN SPACE
46� -
z
� 47
3
c
O\
NO-
x 44.7
Jag1
— -1.42% o
�+
gyp,.
PHASE5A
SUB 2020-00170
SDP-2020-WO36 A /
(UNDER CONSTRUCTION)Qj
/
100
0
0
v
X
X
�
46
M 45
O
r�
49
B/M 2 (TYP)
SEE"DUNLORA
FARM - PHASE 1"
SUB-2020-00223
Cf1
Cal
U TEMPORARY
GRADING EASEMENT
co
X
56
--- / f \\\A\
62•
ass��
1 -- .0.NOA RpVy/
6 1 v �.. ., 4-44-E
STORMWATER \ 30
yo+° rvIf ( I /� A / / / '� _ \ A �ff MANAGEMENT f /"
% r FACILITY'
WPO-2020-00034
JPt
N'0 62 ft ���
f 1
f"\ /`// gPOPOo`cREs \\ / \\\ �o _� i , / \ / N 3° 13 "/W 1 6 I ) SPLASH BLOCKS ATIFOU FOUNDATION
/TS TO HAVE
\\ I tio� P I\ �/ \ -��f / / / ( / ) l I /l 1T DRAIN & ROOF DOWNSPOUTS TO
Rn \ / \ \\ ` =r�\\ I ENSURE SHEET FLOW. THE YARD
j ` \ ��� / / \ — — _ _ _ / / / / / / / I I AREAS WILL BE GRADED/SEEDED/
J / / / I I LANDSCAPED AS NECESSARY TO
t\_ / I �' / FULLY STABILIZE THE SITE TO
r A 'cRE�\/ \� \ j�2� //^�\ \ \ /�// / f / / // / / PREVENT CONCENTRATED FLOW
LEAVING THE REAR OF ANY
RESIDENTIAL LOT WITHIN THE
BELVEDERE PHASE 5 DEVELOPMENT.
It
— --__---
e
rn
59
is
58
57 B/M 2 (TYP)
o 0 1 o
o.
N N
50 0 50 00 15
�I
m
U
o
W
m
U z qbN'
O Om JY�
V] am
J =
co
OU aU m
=W a
OU) w p o
W OQ :E< Cc
Q Z v U
z�
rI� ¢
V > o
' Cn No
x WZ
0Z 9'
N
O
��Mry1 d W N V
�4
Q
� N W
z
> O
=
U u �Lua
> >
=mow
O
OU O
Fil W Q
U,
m=
rn U
Z
O
a
0
w
a
a
Oz
zo zo
w=d =
z
z w
o
O w w w
d F-
uz o
w � u
oc, 0
0 w o
O >
u
o w z
om�
in
N
Q O V N
N N M
ti ti
OZ ti N m
DESIGNED BY71 MSK/ZQD
DRAWN BY: MSK2QD
CHECKED BY: I JLT
OyT/s oJP
ofc�
Jimmy LTaggart
uc41
A
�225
aws3/22/2022 ati�
BBfox�L td'
Q
z
0
M >
W J
L.0 Ir
LL m
w Q _j Q
z
C3 i o
z Q Z a
Q w o z
° C) w c0
U
Q
Q �
W
Q J
Ow Ir
m
Q
Lo
DATE: 08-23-2021
SCALE: 1" = 50'
JOB: 8438
SUB: 2021-00195
SHEET: 6 OF12
rr/
STORM STRUCTURE TABLE
STRUCTURE #:
DETAILS:
PIPES IN:
PIPES OUT:
30
RIM =
431.89
(31-30), 24" RCP INV IN
=426.81
(30 to OUTFALL), 24" RCP INV OUT=424.91
31
RIM =
441.76
(32-31), 24" RCP INV IN
=428.90
(31-30), 24" RCP INV OUT=428.90
32
RIM =
441.27
(40-32), 15" RCP INV IN
(33-32), 15" RCP INV IN
-429.79
=430.04
(32-31), 24" RCP INV OUT=429.04
33
RIM =
442.94
(34-33), 15" RCP INV IN
(37-33), 15" RCP INV IN
-434.12
=435.27
(33-32), 15" RCP INV OUT=432.87
34
RIM =
444.17
(35-34), 15" RCP INV IN
=434.96
(34-33), 15" RCP INV OUT=434.96
35
RIM
= 443.58
(36-35), 12" RCP INV IN
(46-35), 15" RCP INV IN
-436.08
=436.08
(35-34), 15" RCP INV OUT=435.83
36
RIM =
444.08
(36-35), 12" RCP INV OUT=437.65
37
RIM =
443.42
(38-37), 15" RCP INV IN
=436.51
(37-33), 15" RCP INV OUT=436.51
38
RIM
= 443.97
(39-38), 12" RCP INV IN
=437.02
(38-37), 15" RCP INV OUT=436.77
39
RIM =
443.78
(39-38), 12" RCP INV OUT=437.46
40
RIM
= 437.84
(41-40), 12" RCP INV IN
=431.21
(40-32), 15" RCP INV OUT=430.71
41
RIM =
437.84
(41-40), 12" RCP INV OUT=431.35
42
RIM
= 430.83
(43-42), 15" RCP INV IN
=424.98
43
RIM =
433.86
(44-43), 15" RCP INV IN
=425.75
(43-42), 15" RCP INV OUT=425.75
44
RIM
= 433.86
(45-44), 15" RCP INV IN
=426.31
(44-43), 15" RCP INV OUT=426.11
45
RIM =
432.55
(45-44), 15" RCP INV OUT=428.02
46
RIM =
442.73
(47-46), 12" RCP INV IN
=436.50
(46-35), 15" RCP INV OUT=436.50
47
RIM =
443.17
(47-46), 12" RCP INV OUT=436.69
E
S 41.25'
35
/
/ NEW BELVEDERE, INC.
rMP 62-16D
OPEN SPACE
ZONING: R4
/ 9 15.0 ACRES Q
A9 rr m-
A6 TP T
_ T�
5---'---- -- - CONNECT TO EXISTING WATERLINE.
----------- CONTRACTOR TO REMOVE EXISTING BLOW -OFF
N'cc€ss €PsNul� - AT THE WATER CONNECTION POINT
_ D -__- _ — --_
ESSROP
CC aRoP, xo' snN. sLw R ENT
---------------- RY GRPVEIFIRE P }0 pccEssgas_�u't�+1 _ __ ��_ • .\u� i —�- i - -- —` JI — --� i ----I — i —Y�-- /1
TEMPORP
/ - — Fes- — — -- -
- / @�J T -: r
- - - _ _ _ --, ---- CO
EX FHA
BELVEDEREvV"�7
PHASE 5A
SUB 2020-00170
SDP-2020-00036
r
(UNDER CONSTRUCTION)
V" .'
iNERNp�.2p
gOD 6gG'11P� p p
\\ G
\c \ \ RZGONI6 pG
vv vv
ING `\\
GI Z°1
1 REN P O \\ \ u \
NE R62p 5MD
\ 1V� NIN PGRES
o
6 �
wo
p621 RESMD N \ 2
\ VA qpcNG.GREs
\\ \\� 100
/ / S�P6 NGNR�N�D Nl\PG \ \
0
.,\
VAV y0 QP NtvNMp
V A RiSNIN �. REs \ \\ A
0
JG
Q
NEW BELVEDERE,
INC
IMP 62A3-1
VACANT
ZONING: NMD
91.414 ACRES
i"
T
THE WATERLINE SHALL BELED IN THE CENTER OF THE
WAY AND NOT WITHIN THE/SED WHEEL PATH.
DI-2A J
8x8 TEE; 3 GATE �
I NAIVES & BOA(
DIDIU�
X�
VDOT S
-2 -> �� A (TYP)
VDOT STD. MH-1
O
N 23°5130" W 1069.24'
34 DI-2A
CD-1 --" �
PROP SAN.
SEWER ESMT.
rn
N
0
N
F
WATER METER
(TYP) \
P
DI-2A _- ---
M . -- \
I 1
� r I
I 1
/ 1 1
VDOT STD. EC-1
`\ 1
SANITARY SEWER
LATERAL (TYP)
40
L w
DOMESTIC I - -- ---
WATERMETER (TYP)
i
I
ELECTRICAL TRANSFORMER
(TYP). FINAL PLACEMENT TO
BE DETERMINED BY DOMINION
POWER
8x6 FHA
1 I
1 I
1 1
I 1
1 I
1 I
1 1_
I� 1
I ' 1
1 I
1 I
I 1
I 1
I I
1 I
8x6 FHA 11
1
I
I
d CD--0 _
14+00 � ..
I �
NOTE: ALL CD'S AND UD'S WILL N
BE ATTACHED TO AND DRAIN TO
THE NEAREST DOWN HILL o
DRAINAGE INLET.
I
1\
50 0
SCALE: 1 "=50'
8" PLUG FOR
EXPANSION
VDOT STD.
DI-1
PHILLIP$ E L & ANN P
IMP 62-16A
RESIDENTIAL
ZONING: R4
NOTE: CONTRACTOR TO UTILIZE VDOT
DETAIL 101.01 (EW-1,1A), 105.02
(IC-2), 106.08 (IS-1), 106.14 (106.14),
AND 303.02 (WP-2) AS NEEDED.
STORM STIR 45 & 44
HAVE BEEN DESIGNED TO
CAPTURE 100% OF FLOW
ELECTRICAL TRANSFORMER
(TYP). FINAL PLACEMENT TO
BE DETERMINED BY DOMINION
POWER
VDOT STD.
DI-3A (TYP)
8" DIP WATERLINE
BOA &PLUG
FOR EXPANSION
50 100 15
� s
w
r
s
`n m
Z z co
0(D Nf
LO J
Q � 3: � _
Ir �yi OU ¢� m
`'o a Z = w a
D u) w o 0
w OQ 2Q °r
J Z v c=1
ZD
Ir_
(A i o
ti.j w o
OIrIE N V
a- W a
a z
J U � J a
J
_ J) >
azw O
w/ WU O
W w I
�rQ
rn=
rn U
z
0
d
it
V
N
w
0
y
O 0z
zo -0
w z z
a d
z w w
o
d
o w w =
w
d F-
V w o
o0�
0 >
v �
r a �
0 z
0 m > a o
o
r N N N
� O
N m
Z N M
11
�o{�$�yTH Op pf pr
Jimmy L. Toggart
Uc. No.
A,p 22841 ,dal`
�.o 3/22/2022 �*
eg8lON1L R¢6
Q
Z_
0
�/W J
L1 J �
Q LU 0 w
a- � = M
W T a
ILL
Q = C)
Z� Qz
W D- D
N ° a
C) LU ( U
06 Q �
W � u,
J Q
W Fr
m �
0
Q
O_
DESIGNED BY:
THE WATERLINE SHALL BELED IN THE CENTER OF THE
WAY AND NOT WITHIN THE/SED WHEEL PATH.
DI-2A J
8x8 TEE; 3 GATE �
I NAIVES & BOA(
DIDIU�
X�
VDOT S
-2 -> �� A (TYP)
VDOT STD. MH-1
O
N 23°5130" W 1069.24'
34 DI-2A
CD-1 --" �
PROP SAN.
SEWER ESMT.
rn
N
0
N
F
WATER METER
(TYP) \
P
DI-2A _- ---
M . -- \
I 1
� r I
I 1
/ 1 1
VDOT STD. EC-1
`\ 1
SANITARY SEWER
LATERAL (TYP)
40
L w
DOMESTIC I - -- ---
WATERMETER (TYP)
i
I
ELECTRICAL TRANSFORMER
(TYP). FINAL PLACEMENT TO
BE DETERMINED BY DOMINION
POWER
8x6 FHA
1 I
1 I
1 1
I 1
1 I
1 I
1 1_
I� 1
I ' 1
1 I
1 I
I 1
I 1
I I
1 I
8x6 FHA 11
1
I
I
d CD--0 _
14+00 � ..
I �
NOTE: ALL CD'S AND UD'S WILL N
BE ATTACHED TO AND DRAIN TO
THE NEAREST DOWN HILL o
DRAINAGE INLET.
I
1\
50 0
SCALE: 1 "=50'
8" PLUG FOR
EXPANSION
VDOT STD.
DI-1
PHILLIP$ E L & ANN P
IMP 62-16A
RESIDENTIAL
ZONING: R4
NOTE: CONTRACTOR TO UTILIZE VDOT
DETAIL 101.01 (EW-1,1A), 105.02
(IC-2), 106.08 (IS-1), 106.14 (106.14),
AND 303.02 (WP-2) AS NEEDED.
STORM STIR 45 & 44
HAVE BEEN DESIGNED TO
CAPTURE 100% OF FLOW
ELECTRICAL TRANSFORMER
(TYP). FINAL PLACEMENT TO
BE DETERMINED BY DOMINION
POWER
VDOT STD.
DI-3A (TYP)
8" DIP WATERLINE
BOA &PLUG
FOR EXPANSION
50 100 15
� s
w
r
s
`n m
Z z co
0(D Nf
LO J
Q � 3: � _
Ir �yi OU ¢� m
`'o a Z = w a
D u) w o 0
w OQ 2Q °r
J Z v c=1
ZD
Ir_
(A i o
ti.j w o
OIrIE N V
a- W a
a z
J U � J a
J
_ J) >
azw O
w/ WU O
W w I
�rQ
rn=
rn U
z
0
d
it
V
N
w
0
y
O 0z
zo -0
w z z
a d
z w w
o
d
o w w =
w
d F-
V w o
o0�
0 >
v �
r a �
0 z
0 m > a o
o
r N N N
� O
N m
Z N M
11
�o{�$�yTH Op pf pr
Jimmy L. Toggart
Uc. No.
A,p 22841 ,dal`
�.o 3/22/2022 �*
eg8lON1L R¢6
Q
Z_
0
�/W J
L1 J �
Q LU 0 w
a- � = M
W T a
ILL
Q = C)
Z� Qz
W D- D
N ° a
C) LU ( U
06 Q �
W � u,
J Q
W Fr
m �
0
Q
O_
DESIGNED BY:
MSK/ZQD
DRAWN BY:
MSK/ZQD
CHECKED BY:
JILT
DATE:
08-23-2021
SCALE:
1 "=50'
JOB:
8438
SUB:
2021-00195
SHEET:
7 OF 12
58' PUBLIC R-O-W
R/W
POINT OF
Ri
W
4" 3000 PSI
FINISHED
4" 3000 PSI
CONCRETE
VDOT ST'D
GRADE VDOT ST'D
1.5" SM-9.5
CONCRETE
CG-6
CG-6
....... ............. 1/4": 1' --a
�-- 114..: 1 114": 1
114": 1'
4' VDOT 21A4"
VDOT 21A
STONE BASE
BASE
STONE BASE
6" VDOT 21A
3" BM-25
7777
6" VOOT 21A
TONE BASE
STONE BASE
5' 6'
2'
19,
6'
5'
1'CONCRETE
PLANTING
TRAVEL LANE
PLANTING
CONCRETE
SIDEWALK STRIP
0.5'
INCLUDING PARKING
0.5'
STRIP
SIDEWALK
33.5' 24.5'
TYPICAL SECTION - A
FOWLER STREET
STA 18+33.57 TO 18+98.26
(25 MPH DESIGN SPEED)
N.T.S.
50' PUBLIC R-O-W
R/W
POINT OF
R/W
4" 3000 PSI
FINISHED
4" 3000 PSI
CONCRETE
VDOT ST'D GRADE VDOT ST'D
1.5" SM-9.5A
CONCRETE
1/4":
V -�
CG-6 CG-6
F- 1/4": 1' 114": 1'
114": 1'
4" VDOT 21A=21A
4" VDOT 21A
STONE BASE
SE
STONE BASE
M-25 B' SUBBASE (21A)
B' VDOT 21A
STONE BASE
5'
10' 2'
6'
5'
1.5'
CONCRETE PLANTING
NE
TRAVEL LANE
PLANTING
CONCRETE
SIDEWALK
STRIP
0.5'
0.5'
STRIP
SIDEWALK
25.0' 25.0'
TYPICAL SECTION - B
FOWLER STREET
STA 18+98.26 TO 23+25.87
(25 MPH DESIGN SPEED)
N.T.S.
4" 3000 PSI OT ST'D VD
CONCRETE CG-6
4" VDOT 21A
STONE BASE
8" VDOT 21A
STONE BASE
5' 6' 2'
CONCRETE PLANTING
SIDEWALK STRIP 0.5'
50' PUBLIC R-O-W
POINT OF
FINISHED
GRADE,
1.5/" SM-9.5A
1
�- 114": 1'J 1/4": 1' ,
3" BM-25
10, 10,
TRAVEL LANE TRAVEL LANE
25.0' 25.0'
TYPICAL SECTION - C
MIRANDA CROSSING
STA 10+00.00 TO 15+20.64
(25 MPH DESIGN SPEED)
N.T.S.
VDOT ST'D 4'* 3000 PSI
CG-6 CONCRETE
�-- 1/4": V Y
5'
4" 3000 PSI CONCRETE
Illulllllnll III lu II .II IIIII 111
4 VDOT 21A
STONE BASE COMPACTED
TYPICAL SIDEWALK SECTION
N.T.S.
4" VDOT 21A
STONE BASE
B" VDOT 21A
STONE BASE
2 66' 5' 1.5'
PLANTING CONCRETE
0.5' STRIP SIDEWALK
465
460
455
450
445
440
435
430
425
420
415
FOWLER ROAD EXT. PROFILE
DESIGN SPEED: 25 MPH
HORIZ. SCALE: V=50" VERTICAL SCALE: 1"=10"
VPI STA,
= 19+00.00
VPI STA = 20+51.28
VPI EL = 445.07
LEN =
K = 41
_
100.00'
49
_ bU.UU
K = 25.16
VSD = 568.06
w
z
co
I�
>
a
iti
+
=)
as
Z
N
I
v
Q
Enp
Q
PROPOSED GRADE
MIN COVER=3.
'
w
N
Q
N
p¢OQ
m
w
i
- - -
-
-
- "'EXISTING
-
-
GRADE
m
Ln
u,
N
-
-
8
DI
CLASS
ATERUNE
\\
I
W
0-
la
O
O
ci(O
Z
O
o
N 00
(6
O
a
00nl
-
Z
X
\
J�
m'
+
W
T
r�i
N
v
�
(n
o
+(O
O
aOo
a
+
°
ro
M
o+
N
II
o+
N
II
a
II
o+
N'r
II
m
r
cm)
'
of
C^
w
n
*
ai
O
N
co
I_
i�
O)
00
e.
06
GRADE
CATCH
A=24+38.20
0
Q
+Q
00H
QUUn
J
n
w
D_
II
QJ
Coa
�"'�
OJ�
+
�J
HH
II
LLLlj
-f
rn
�rn
��
+
rn
+
(n
0_0
Q
W (j
=
W
O_
Q
��Ij
dd
H
O
u')+
HO
OQ
�+
HN
OJ
M
=�
_
a
H
O
�+
H�
O
W
O
=
PCD
�N
JIB
+v+
HN
ON
+
M
N
OE
n
ez
Z co
N
cn
00
V
mi
mq-
V
O
N
4
It
It
V
O
mi
mi-
V
00
00
M
It
V
V
O
mi
14-
V
r
O
4
st
mt
N
O
V
V
V
O
L0
V
V
V
L
00
M
V
V
V
O
d'
It
Nt
LD
N
cl7
V
V
00
(D
V
V
V
O
,
cV
V
V�
f-
O
4
'qt
N
00
O
�t
'1-
I-
(D
M
V'
�
00
M
f_�
(M
'It
1
O
M
IT
'ct
r
LD
N
V
I-
455
450
445
440
435
430
425
420
415
19+00
20+00
21+00
22+00
MIRANDA CROSSING PROFILE
DESIGN SPEED: 25 MPH
HORIZ. SCALE: 1"=50" VERTICAL SCALE: 1"=10"
23+00
465
460
455
450
445
440
435
430
425
420
415
24+00 24+50
c
a0
00
c
o
-
-
-
uj
Lw.�
- -
_
IN
COVER=3.5'
PROPOSED
GRADE
o
a
a
1.99%
_
w
I
Q
N
as
Q
----_------
cy
"
8 CLASS 5
DIP
WgTERLINE
' -
N
m0
U
-
O
\
\
57<
o
t
CD
_P
z
'�
N
-
GRADE CATCH
STA=16+02.7
d
+
O
N
+
D
+
12
+
M
<D
O
N
00
r)
U
O
W
LLJ
+ClM
LA
Lr)
o
++
W57<
Q
¢
J
J
O;
p
0
1
.-
N
N
fe-
N
co3
3
N
N W
NLa
3
N
N
V
V
I-
u')
v
M
M
M
h
O
(D
co
O
(O
O
(0
h
I�
O�
M�
O
O
N
O
(n
O
00
O
N
O
00
O
(9
O
�'-
O
1�
0
(D
O
O
O
V
M
M
N
W
r
00
O
P,
0)
r-
00
�
co
(O
V
u')
O
V
V
1�t
V
It
V
M
V
Mlzr
M
M
M
M
co
M
M
M
M
M
M
M
r
v
1�t
v
lt
v
v
It
v
It
v
It
v
v
v
v
l4t
v
10+00
11+00
R LL AREA
NOTE:
THE CONTRACTOR IS TO VERIFY 95%
COMPACTION IN ALL FILL AREAS.
12+00
13+00
NOTE TO CONTRACTOR:
** SPECIAL ATTENTION **
ANY UNDER -DRAINS OR CROSS -DRAINS INSTALLED MUST BE VIDEO INSPECTED SIMILAR
TO THAT REQUIRED FOR VDOT ACCEPTANCE OF STORM SEWER. CONTRACTOR IS
RESPONSIBLE FOR ACCEPTABLE CONDITION AT ALL TIMES UNTIL STREET ACCEPTANCE.
NOTES:
1. MAINTAIN A MINIMUM OF 3.5' OF COVER OVER WATERLINE.
2. ALL FILL AREAS ARE TO BE PLACED AT 95% COMPACTION.
3. MAINTAIN V MINIMUM VERTICAL SEPARATION BETWEEN STORM AND WATERLINE.
4. MAINTAIN 1.5' MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE.
5. STANDARD CD-1 AND CD-2 UNDERDRAINS ARE TO BE PROVIDED AS SHOWN HEREON OR AS FIELD CONDITIONS DICTATE
6. INTERSECTION SIGHT DISTANCE LINES ARE SHOWN USING A 3.5' HEIGHT OF EYE AND A 3.5' HEIGHT OF OBJECT.
14+00
15+00
455
450
445
440
435
430
425
420
415
16+00
50 0 50 100 150
SCALE: 1 "=50' (H)
10 0 10 20 30
SCALE: 1"=10'(V)
MANDATORY INSPECTIONS AT THE FOLLOWING
PHASES ARE REQUIRED FOR ROADS THAT ARE
PROPOSED TO BE STATE MAINTAINED:
1. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED.
2. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED.
3. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED
BASE MATERIALS.
4. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE
COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED.
5. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT
DESIGN. PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND
MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE.
6. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL
INSPECTION.
7. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE
ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION.
8. 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.
r
� g
w
OZ Z UU)
(0 �YQ 2
J
sO� 0) L
Q O
Vj r
Q Q v m
aZ =w
0 cf) W O D
Oa a
IE
aZ v0
Z (7
O
�_ F °-� > N
x w C0
r/1 o z
> o v
F� (_ W N
N w
a z
J > O
U w a
J
} U) >
=zw
O
00 O
Fil w
o Q
rn=
rn 0
z
O
u
u
w
0
Q
0
Oz
w w
N
w z z
� a a
O z z
z an z
O w w z
a Z
U w o 0
0 o J >
U G
o w
0 m
> a o
N N N
O CDP O
N N N
Q N
N
N N
`--I `--I lYl
O N M
Z
�yTa °P p9^i
o�7y�r
Jimmy LTaggart
u22541 i
Ors3/22/2022 0��
04IONAL Sf
a
z
BE
m
z L0 o
IL (w � w
m
W Q J Q a
C'3 w o U
= U
z w d z F
04 ai
Q m w
W � � O
P
>Xoa
Q J a Q
OC m
a
O
DESIGNED BY:
MSK/ZQD
DRAWN BY:
MSK2QD
CHECKED BY:
JLT
DATE:
08-23-2021
SCALE:
1 ":50' (H); 1 "=10' M
JOB:
8438
SUB:
2021-00195
SHEET:
8 OF 12
I \
U o
�J w
w
U)
n o
_m
V Z Zco
oN
O o to
STORM 42-45 CCn ¢ Ld 0
J CO
�4 00 aC m
STORM 35- 47 STORM 32-41 455 455 STORM 33-39 o - Q o
w 0 Q gnIr 4 2)
460 460 460 460 450 450 460 460 < Z
Z0
�_
455 455 455 455 445 445 455 455 I-,�1 In N
W W O o
f
VLL
i Oj Na
111 N W
450 450 450 450 440 440 450 450 Q N z
> O
445 445 445445 435 435 445 445 n J a
J
iCO>
25.13' - 15" RCP RCP @ 1.21% a O w
440 440 440 440 430 430 440 440
00
w �
O Q
rn
435 435 435 435 425 425 435 435 rn 0
L %
430 430 430 430 420 420 430 430
425 425 425 425 415 415 425 425
420 420 420 420 410 410 420 420 0
d
z
415 415 415 405 405 415 415 0
410 410 410 410 400 400 410 410
w
a
0
O Z
STORM 30-36 Z Zo
Z
d a
Z n
O s
Z z r
O w z
460 460 a
U w u
0
455 455 o
0 m n
450 450 > a o
N
N N N
Chapter 9-Stomn Drains w 0 0 0
IL I N N rV
445zessl, 445 0CD ti N
Appendix SC-13 Performance Curve 0I-1 in a Sump NOTES.
ni
440 440 Z
1. THE CONTRACTOR IS TO VERIFY 95% COMPACTION IN ALL FILL AREAS.
1.0.. =20435 435 2. MAINTAIN V MINIMUM VERTICAL SEPARATION BETWEEN STORM SEWER AND WATERLINE.
moos
8. MAINTAIN V MINIMUM VERTICAL SEPARATION BETWEEN STORM AND SANITARY SEWER.
anal inaloommani 430 430
WA
RY SEWER
F ING �o $syzH Op ply
425 425
1�
420 420
e• Jimmy L Taggart
Lie. No.
A 22841 4�
STM 4 415 415 10 0 10 20 30 �a.43/22/2022 6%41'
2(YR) DEPTinog8foaI.
410 410 SCALE: 1 "=10'(V)
0.E. - 50 0 50 100 150
1 STM 45 - 121 `'0 100
IN IN IN IN
2(YR)Q=2.08 DlS::HHRCE (CFS) 405 405 SCALE: 1"=50'(H)
Q
Z_
0
IL
>
z
Z m J
VDOT 2-YR LD-204 STORMWATER INLET COMPUTATIONS VDOT 1 O-YR LD-229 STORM DRAIN DESIGN COMPUTATIONS VDOT 10-YR LD-347 HYDRAULIC GRADE LINE COMPUTATIONS Z L 0 CE E-
a Cn =J
W r Q
Ta v ILL at
1
Z z w
W
cc Ir N O0 o
W c9 � a
Q I�
QLU �C w
> X 0 w
Q J < Q
ccMw w
1 1 1 � 0
cQ
G
0
IL
66
6
It-
415
�
� �
N (V
�
N
r 07
� N
�
a
a
N
�
M
d
PROPOSED GRADE �
pp
Op
Op
�Eg55NG GR
83.76' - 15" GP a1�0.5 ,°
\
O
co
25.73'-12"RCP@0.74%
w
z
O �
SANITARY SEW
R �
3
0 o CROSSING
� �
�
o
ao
a�oo
�m
rn
N
M t0 r0 r
M M M�
ro ID
t p
O
M
d
�I-
O
III
�
II
II
II II
O �
r II
Ozz II
=Z
II
O
a
o_
Nzzz
r»
ozz
rz
tn_
10+00 11+00
■�111
II
I�111111�
■_■9■��III■■■■■■111
i 11
Illl._
_JIIII
N
_
�
N
� N
[0 nj
�
�
� -
N
�
dN
Oo
J
�
II
a-
J
M
act
Op
EXISTING GRAD
ROPOSED_-GR
185.59' - 15" RC
@ 0.50°h
o n HGL
� M
-27.
�
X
z
ra�2TRCP
O
v
O
W� O
i �j
11
^
O N
r
�
3
O
of
�NM
II � �
ODD
t
�M
II �
N
N
�
It
UJZZZ
o__
10_
yZZ
O
yZ
10+00 11+00 12+00
43 44
45
�
T m
� m
N
N
�
II
M
�
J
7
d
d
`,' a
M
w
WATERLINE X
G ROPOSED G
DE
f_ GL
a
�
O
O
O
� 7�u7
O
n��
NO
N
ONn
aONM
Oa0
O
cp I.Oj
�N co
_
O
Q
O�
O
I O
It
_
t
II
- 30
rn
�
32
3
l
35
N
N N r
� M O
C+J
� 67
O
�
TERAL a
J r
"� II
N
a
J. a
ROPOSE
�
GRADE �
a
II �
J If
N w,
SANITARY
39.
- 15" RCP -(a 2.12%
--
-
�'
�
-2-23'�3"RCP
@ 6.22°k
25.2
' - 2a" RCP @ 0.5a%
_
EXISTING GRAD
/
/
x
w
IS-1
HGL 17
.11' - 15" RCP @ 0.50
CP@217%
z
�
IS-1
/
96.45'-24"
^^
/
81.
8' - 15" RCP @ 3.47%
M �
p
z
SANIT
�
o �
�
x
CROS
M
aD ^ M
rn
z
G
rLAP
N
O� M
7M
u)
(V � N O
d
r0 fU
�'dMM
v
�
O O
N
II �
II
��
aaao
�"
II
ozz
Z
�_
wv
�
•
N
N
. O
O
a
F
>
PRO7EC110N V7
+a�
N
N O
r
n O
�Oi O
r
to ZZ Z
-
(V
0 0 O
fOn
N M
O
-
II
+
17 t
It
+
B Y
II
II
O
�»
II
oz It
ozz
a
ozz n
fA -Zz
�
ZZ �
y
ZZZ
ZZ ZN
10+00 11+00 12+00 13+00 14+00 15+00
lire
No
IrYetID
q =
CIA
q
carry
q
capt
q
E1fP
Jratc
Type
Curb Inlet
Grate Inlet
Gufter
Inlet
E3yp
Litre
No
Rf
L
Area
L
W
So
W
Sw
Sx
n
Depth
Spread
Depth
Spread
Depr
fowl
(°mi)
f°�1
(ca)
(in)
ittl
(sgR)
IRI
(R)
[+uRl
[RI
[�I
(�I
(it)
(it)
IRI
IRI
fM
1
30
0.00
0.00
0.00
0.00
Mill
0.0
0.00
0.00
0.00
0.00
Sag
2.00
0.050
0.020
0.013
0.00
0.00
0.00
0.00
0.0
Dff
2
31
0.26
0.00
0.21
0.06
Curb
5.5
2.50
0.00
0.00
0.00
0.020
2.00
0.083
0.020
0.012
0.12
7.42
0.23
0.81
2.0
14
3
32
0.21
0.02
0.19
0.05
Curb
5.5
2.50
0.09
0.00
0.00
0.020
2.00
0.083
0.020
0.012
0.11
1.35
0.23
0.73
2.0
13
4
33
0.04
0.14
0.15
0.02
Curb
5.5
2.50
0.00
0.00
0.00
0.018
2.00
0.083
0.020
0.012
0.10
7.24
0.21
0.56
2.0
3
5
37
0.06
0.00
0.06
0,00
Curt
5.5
2.50
0.09
0.00
0.00
0.018
2.00
0.083
0.020
0.012
0.07
0.84
0.17
0.00
2.0
6
38
0.64
0.00
0.64
0.00
Curb
5.5
2.50
OAO
0.00
OAO
gag
2A0
0.083
OA20
0.013
0.25
6.35
OA2
6.35
2.0
Off
7
39
2.01
0.00
2.01
0,00
Curb
5.5
12.00
0.00
O.W
0.00
Sag
2.00
0.083
0.020
0.013
0.27
7.31
O.N
Z31
2.0
Off
8
34
0.53
0.00
0.39
0.14
Curt
5.5
2.50
0.00
0.00
O.W
0.010
2.00
0.083
0.@0
0.012
0.17
2.38
0.27
127
2.0
9
35
0.72
0.00
0.41
0.31
Curt
5.5
2.50
490
0.00
4.40
4.424
2.00
4.083
4.020
0.012
0.17
2.26
0.29
1.51
2.0
10
10
45
0.25
0.31
0.40
0.16
Curt
5.5
2.50
0.40
DA4
4.44
0.414
2.W
0.483
4.024
0.012
4.18
2.57
0.28
1.33
2.0
Off
11
47
0.41
0.25
0.45
0.21
Curt
5.5
2.50
0.00
0.04
4.44
4914
2.W
4983
0.024
0.012
0.19
3.11
0.29
1.48
2.0
Off
12
35
0.63
0.00
0.37
4.25
Cuff
5.5
2.50
4.04
4.W
4.44
4.424
2.44
0.483
4.024
0.012
0.16
1.%
0.28
1.40
2.0
11
13
40
1.06
0.05
0.53
0.57
Curt0.00
0.04
0.44
0.020
2.44
4.483
4.024
0.012
0.20
3.67
0.32
1.90
2.0
16
14
41
1.09
0.06
0.54
0.61
Curb
5.5
2.50
090
0.00
0.44
0.424
2.40
4.453
4.024
4.012
0.20
3.80
0.33
1.94
2.0
15
15
43
1.07
0.61
0.66
7.01
Curt
5.5
2.50
0.00
090
090
❑920
2.00
0.483
0.424
4.412
0.23
5.07
0.35
3.38
2.0
Dff
15
44
0.83
0.57
0.60
0.80
Curb
5.5
2.50
090
O.W
0.44
0.424
2.44
4983
0.024
0.012
0.22
4.45
0.34
2.60
2.0
Off
Line
No.
Inlet
ID
Dn Sim
Ln No
Drng
Area
(ac!
Inlet
Time
(min)
To
(min(
i
Sys
(iNhr)
Flow
Rate
(cis!
Irnert
Dn
(ig
Invert
Up
(R(
Line
Length
Ifq
Line
Slope
(jF)
Line
Size
(in!
Capac
Full
Icfs)
Vel
Dn
(Posj
Pipe
Travel
(min)
1
30
Dutfall
0.00
9.0
10.1
5.38
8.17
416.75
424.91
51.4W
16.00
36
259.00
7.57
0.68
2
31
1
0.10
5.0
9.5
5.49
8.34
425.81
428.9D
96.445
2.77
24
35.07
9.33
0.55
3
32
2
0.08
5.0
9.4
5.53
8.11
428.9D
429.04
27.175
0.51
24
17.58
4.99
0.16
4
33
3
0.01
5.0
8.7
5.68
5.75
430.04
432.87
50.788
3.50
24
45.56
9.9fi
O.6S
5
37
4
0.02
5.0
5.5
6.53
3.40
435.27
436.51
27.17b
4.56
75
14.94
9.85
0.16
fi
38
5
4.17
5.0
5.2
fi.63
3.38
43fi.51
436.77
52.487
0.50
75
4.93
4.32
0.32
7
39
fi
4.55
5.0
5.D
6.70
2.59
437.02
43i.46
36.36"r
1.21
12
4.24
3.54
0.18
8
34
4
4.13
5.0
8.4
5.73
2.79
434.12
434.96
37.210
2.26
15
10.51
7.24
0.25
9
35
8
4.20
5.0
7.4
fi.09
2.34
434.96
435.83
773.639
0.50
15
4.95
3.50
1.42
14
46
9
0.08
5.4
5.7
6.47
0.82
436.08
435.5D
83.470
0.50
12
2.74
3.04
1.31
71
47
14
4.12
5.4
5.4
6.70
0.52
436.5D
436.69
28.000
D.68
12
3.18
1.93
0.70
12
35
9
4.18
5.4
5.0
6.70
D.81
436.08
437.65
27.374
5.74
12
9.24
3.16
0.44
13
44
3
0.40
5.0
5.3
6.61
2.74
429.79
430.71
184.948
0.54
15
4.93
4.12
1.38
19
41
13
0.34
59
59
6.74
1.41
431.21
431.35
27.135
0.52
12
2.77
3.13
0.25
15
43
Dutfa 11
0.29
59
6.5
6.23
9.77
424.98
425.56
34.451
1.90
15
9.55
7.69
0.13
16
44
15
0.27
5.0
6.4
5.27
3.51
425.75
425.11
27.000
1.33
15
8.08
5.01
0.15
17
45
15
0.80
5.0
5.0
6.70
2.65
426.31
428.02
177.150
0.97
15
6.87
5.08
7.35
37
-
�
N
a
N �
N � 67
� N_
N
II v
J N
m II
a
II
Q
p
p
W
N p
o II
Q
m
Op
-
po
4.93 %
36.3T - 12"
52.49' -
5" RCP
0.
0%
z
x
v �
ao
z
o7
z
M M
M
�
M
a
�
M
�NI`MO
NrO
d1
N � C•F
IO � t0
t0
�M ^
ttj
�r
II
of
Line
Size
q
Downstream
Len
Upstream
Check
JL
aaetF
Minor
lass
Invert
HGL
Depth
Area
Vel
Vel
EGL
Si
Invert
HGL
Depth
Area
Vel
Yel
EGL
ST
Ave
Errgy
elev
elev
head
elev
elev
elev
head
elev
Sf
loss
(in)
lo�l
(fll
(T§
Itq
(s9R1
{msl
(N
Iftl
Cxl
1�
{Tq
{frl
Oil
(s9h1
(wsl
Ift!
it9
1'x!
Pxl
lt9
(!11
f19
7
36
8.77
416.75
417.38
O.fi3
1.08
7.57
0.33
417.71
0.000
51.000
42491
425.81
0.90'•
1.78
4.58
0.33
426.14
0900
0900
n7a
0.42
n!a
2
24
5.34
426.81
427.46
O.fi5'
0.89
9.33
0.41
427.87
0.000
96.445
428.90
429.93
1.03••
1.63
5.13
0.41
430.34
0900
0.000
n!a
0.50
n!a
3
24
5.77
425.90
429.93
7.03
1.fi0
4.99
0.40
930.33
0.000
27.178
429.09
430.05
1.01--
1.50
5.08
0.40
430.45
0.000
0.000
Na
2.09
O.S4
4
24
5 75
430 d4
430 52
0 AS•
05S
9 95
032
430 84
0 000
SO 788
432 87
433 n
❑ 85"
1.27
455
0.32
434 04
0 000
0.000
W.
1 76
0.57
5
15
3.40
435.Z7
935.66
0.4T
0.35
9.85
0.37
435.99
0.400
27.17fi
-035.51
437.25
0.74'-
0.76
4A7
0.37
437.56
OD00
0.000
n/e
0.87
n!a
6
15
3.38
436.51
93727
0.76•
0.78
4.32
0.29
437.55
0.495
52.d87
d36.77
d37.53
0.7fi
0.78
4.33
0.29
d37.82
0.498
OA97
0.261
1.27
0.37
7
12
259
437.@
937.90
0.85
0.58
354
0.31
938.21
4.000
3fi.367
437.46
938.15j
0.69"
0.58
4A8
0.31
438.96
0.000
0.000
n!a
1.09
0.31
8
15
2.79
434.12
434.56
0.44•
0.39
7.24
0.27
434.53
0.400
37210
434.96
435.53
0.57••
4.57
4.ib
0.27
435.90
0.000
0.000
We
1.17
0.30
9
15
2.34
434.96
435.63
0.67
O.fiO
3.50
0.24
435.87
4.400
173.fi
435.83
435.44j
4.51'•
4.50
3.93
024
436.fi8
0.000
0.000
n!a
1.49
n!e
10
72
0.62
136.E
436.15
0.37•
0.27
3.04
0.11
435.99
0.400
83A70
435.59
435.SB
0.38••
0.27
390
0.14
137.02
0900
0.000
We
1.48
We
11
12
0.52
436.50
436.88
0.38
0.20
3,00
0.11
43fi.99
Q000
28.000
436.69
436.99j
0.34••
❑.20
3.13
0.11
437.10
4.D4a
0.000
We
1.00
0.11
12
72
0.87
436.E
936.49
0.36
0.26
3.76
0.79
435.58
0.000
27.374
437.65
938.03
0.3$'-
0.27
3.00
O.t4
438.77
0900
0.000
We
1.00
0.74
i 3
15
2 74
429 �
430 4fi
057•
05fi
4.12
O 2fi
434 n
0.497
181 9
430 71
431 38 j
❑ fi7"
❑ 67
4.11
0 26
43154
0 494
0.495
091fi
1 48
0 39
14
12
1.41
43 L21
431.77
0.5fi
0.39
3.13
0.15
431 92
0.374
27.135
431.35
431.85j
0.50 •-
0.90
3.55
0.20
432.05
0.515
0.446
0.121
1.00
0.20
15
75
4.77
424.96
d25.fit
O.fi3
0.52
7.fi9
0.41
42fi.02
0.000
30.451
425.5b
426.49
0.$8••
❑.93
5.13
0.41
426.85
0.000
0.000
We
0.99
nfa
15
15
3.51
425.75
426.44
0.69
0.70
5.09
0.32
426.7b
0.000
27.OIX1
425.11
426.87
❑.76••
❑.78
453
0.32
427.18
0.000
0.000
nfa
ilW
0.76
17
15
2.68
426.37
926.57
0.56
0.53
5.08
0.26
427.13
0.000
177.1511
428.02
428.68
0.65••
0.65
4.11
0.26
428.9/
0.000
0.000
n/s
1.00
0.2
DESIGNED BY:
MSK/ZQD
DRAWN BY:
MSK/ZQD
CHECKED BY:
JLT
DATE:
08-23-2021
SCALE:
1":50' (H); 1"=10'
(�
JOB:
8438
SUB:
2021-00195
SHEET:
10
OF 12
LEGEND
EASEMENTS
TREE SAVE AREA
ALBEMARLE COUNTY STEEP
SLOPES OVERLAY -MANAGED
ALBEMARLE COUNTY STEEP
SLOPES OVERLAY - PRESERVED
DRIP LINE
PROTECTIVE DEVICE
MAXIMUM LIMITS OF
CLEARING AND GRAI
PROPOSED GRADINC
VILLAGE GREEN ZELKOVA
SCARLET OAK
o SHADEMASTER THORNLESS
HONEYLOCUST
d�y✓�%`�✓ rrr r r r r
�
ny/r WHERE DRIPLINE
IS LESS THAN
5' r
rlraat
CONSTRUCTION OPERATIONS RELATIVE
TO THE LOCATION OF PROTECTED TREES
Source: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976 Plate 3.38-1
TP TREE PROTECTION
NO SCALE
Sidewalk Top of DeepRoot barrier
must be at least t/z' (13mm)
above grade
•f
Curb
DeepRoot Barrier
(UB 18-2 or UB 24-2)
t_�v']w T�n• -• ar
DEEP ROOT BARRIER DETAIL
a
VDOT NOTES:
1. STREET TREES PROVIDED WITHIN THE PUBLIC RIGHT-OF-WAY
SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS
OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION.
2. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT
DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA
BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO
PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS
County of Albemarle
Conservation Plan Checklist -To be place) on Landscape Plans
(Handbook, pp III-284-111-297 for complete specifications)
1. The followine items shall be shown on the plan:
® Trees to be saved:
Limits of clearing (outside dripline of trees to be saved):
fid Location and type of protective fencing;
I� Grade changes requiring tree wells or walls;
6d Proposed trenching or tunneling beyond the limits of clearing.
2. Markings:
Id All trees to be saved shall he marked with print or ribbon at a height clearly visible to equipment operators.
Id No grading shall begin until the tree marking has been inspected and approved by a County Inspector.
3. Pre-Constr ction Conference:
Tree preservation and protection measures shall he reviewed with the contractor on site.
4. E u-i� gent O! erat'on and Storage:
Hcal10 vy ey t,pment, vehicular traffic and storage of concoction materials including soil shall not be permitted within the driplines of trees
to be saved.
S. Soil Erosion and Str rmwater Detention Devices:
Such devices shall not adversely affect trees to be saved.
6. Fires:
9 Fires are not permitted within 100 feet of the dripline of trees to be saved.
7. Toxic Materials:
Toxic materials shall not be stored within 100 feel of the dripline of trees to be saved.
8. Protective Fencin :
'1'reeUO s to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing.
6d Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction.
9. Tree Wells:
When the ground level most be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail
submitted for approval.
10. TreeWalls:
In when the ground level must be lowered within the dripline a tree to be saved, a tree wall shall he provided; and a construction detail
submitted for approval.
11. Tren hir ad Tunaelin :
lehen trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling
under a large Irce shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder rams.
12. Cleaanu :
m Protective fencing shall be the last items removed during the final cleanup.
13. Dam a Tfces:
Damaged I", shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist.
NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION
t iREQUI E S.
ll III ,e-N 01 /31 /2020
CONTRACT PURCHASER SIGNATURE (DATE)
511/06 Page 1 of 1
PRIMITIVE TRAILS STANDARDS
PRIMITIVE TRAILS ARE TO BE CONSTRUCTED TO
THE ALBEMARLE COUNTY DESIGN STANDARDS
MANUAL CLASS B-TYPE 1, PRIMITIVE NATURE
TRAILS STANDARDS.
SURFACE: EARTH
MIN. WIDTH: ENOUGH TO MARK LOCATION
DESIGN ALIGNMENT: 20% MAXIMUM GRADE (THIS
IS A MINIMUM IMPACT NATURE TRAIL)
1. OTHER DESIGN CONSIDERATIONS: TRAIL
BREAKS TO PREVENT EROSION, WITH FOOT
BRIDGES OVER MAJOR OBSTACLES..
STREET TREE REQUIREMENTS
PROPOSED WITH THIS PLAN, PHASE 5B
@ 1 TREE / 50 LINEAR FEET FRONTAGE
FOWLER STREET
(SECTION
OF ROAD
PROPOSED WITH PHASE 5B)
945.E LINEAR FEET OF
FRONTAGE
/ 50 =
18.9 TREE REQUIRED
19 TREES PROVIDED
MIRANDA CROSSING
967.1 LINEAR FEET OF FRONTAGE / 50 = 19.3 TREES REQUIRED
20 TREES PROVIDED
TREE CANOPY REQUIREMENTS (PHASE 5A +PHASE 5B
20% TREE CANOPY REQUIRED
TOTAL SITE AREA = 15.00 AC
(653,479 SF)
OPEN SPACE = 3.75 AC
(163,350 SF)
NET SITE AREA = 10.52 AC
(490,129 SF)
TREE CANOPY REQUIRED =
98,026 SF (20%)
TREE SAVE AREA =
81,881 (65,505 ; 1.25)
PROPOSED TREE CANOPY =
32,947 (6.7%)
TOTAL TREE CANOPY =
114,828 (23.4%)
TREE TO BE PLANTED
' \ AFTER REMOVAL OF
-'a TEMPORARY TURN -AROUND.
0�0
\ `` 2-ZS i� .�/ is /r • 1.- l/.
- PREVIOUSLY APPROVED
LANDSCAPING
Soil backftll\
DeepRoot Barrier
(UB 18-2 or UB 24-2) NOTE: CONTRACTOR TO INSTALL
DEEP ROOT BARRIER ON
Subgrade LANDSCAPING TREES WITHIN 10
FT OF ALL PROPOSED UTILITIES
PLANT SCHEDULE
10-YEAR TREE COVERAGE
KEY QNTY BOTANICAL NAME COMMON NAME SIZE NOTE AREA (SF) TOTAL (SF)
Canopy Tree
GT 15 Gleditsia triacanthos I nermis "Shade master" SHADEMASTER THORNLESS HONEYLO 11.5"Cal.1 B&B 1 424 6360
,' PROP. SAN.
ip QC 15 Quercus coccinea ISCARLET OAK 1 1.5" Cal. I B&B 1 370 5550 SEWER ESMT.
y ZS 9 Zelkova serrata "Village Green" VILLAGE GREEN ZELKOVA 1.5" Cal. B&B 1 452 4068
/X I TOTAL 15978
REINFORCED RUBBER PRUNE DEAD OR DAMAGED
HOSE, ARBOR TAPE, OR BRANCHES. DO NOT PRUNE
NYLON WEBBING CENTRAL LEADER.
REINFORCED RUBBER HOSE,
ARBOR TAPE, OR NYLON WEBBING
2X2 HARDWOOD STAKE
PLACE TOP OF ROOT BALL SLIGHTLY
ABOVE GRADE.
SHREDDED HARDWOOD
MULCH (MIN. 4" DEPTH
(DO NOT MULCH AGAINST
TRUNK OF TREE)
EARTH BERM AROUND BED
i REMOVE STRINGS, WIRE, BURLAP
FROM TOP 1/3 OF BALL
12"
MIN. PLANT ON UNDISTURBED SOIL
DECIDUOUS TREE PLANTING DETAIL
NO SCALE
GENERAL NOTES & MINIMUM STANDARDS
1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT LIST. SUBSTITUTIONS
MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT AND THE LANDSCAPE
ARCHITECT.
2. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING.
3. TREES SHALL BE 1.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED.
4. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF.
5. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN ASSOCIATION OF NURSERYMEN.
PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY
ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE
VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE
SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION.
6. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO COMMENCING ANY
WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001.
7. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL PROJECT ACCEPTANCE. ANY
PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED, OR IS UNHEALTHY AND IN UNSIGHTLY CONDITION, OR
OTHER CAUSES DUE TO CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S
EXPENSE.
8. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION
BY THE HOMEOWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH
THE APPROVED PLAN.
9. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE
HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO
SUPPORT THE OVERALL HEALTH OF THE PLANT.
10. STREET TREES PROVIDED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED IN ACCORDANCE WITH THE
REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION.
SEWER ESMT
rn
N
\o-
3-ZS_/ ------------ t ---------
PR 'OP. STORM
SEWkR ESMT. \\
tCD
PHILLIPS, E L & A
TMP 62-76A
RESIDENTIAL
ZONING: R4
t 1 \\ v\
1 \
1 1 \ �
4-ZS
\
� r �
TREE TO BE PLANTED
AFTER REMOVAL OF
TEMPORARY TURN -AROUND.
' I I
I
50 0 50 00 150
IlillillillillBill
1
PROP. STORM
\\�
SEWER ESMT. v
rn
S
w
5
n o
U - rr
Z z U)
0to �Y� 2
- toJ
Hrn maw 0
Q
r J =
oo Q �
w
cid
pm Iro D
w OQ MQ °`
JZ vU
z�
¢_
W O> N
w O C?
O - m
Ir o
aW N�
ry� ro w
Q z
J > O
^ 65 m J a
65J
_ >
O a0
C)o
rn
90 0
z
0
d
z
O
w
Q
0
rA
Oz
cow
w z z
� a d
z w in
o =
a F
owww
d Z 0 0
V W O p
n g o
o >
p � >
v �
0 z
0 m
a o
N N ry
W O O O
0 O N
LLZ
L
�o4`olts o+ ono
/ 1
Jimmy L Taggart
Lk. No.
22841 44
a$or 3/22/2022 t}b
e88roRt.1. t¢o
a
z
0
IE
W J
LO �
Q w Q W
a- C/) M
W Q T Q z
U ILL
a
z� ir az z
Q W D- o a
Er N O
0 w � U 1�
Q D- z
O W 2
Q J Q o
0 LU Fr
� mLU
Q
O
DESIGNED BY:
MSK/ZOD
DRAWN BY:
MSK/ZQD
CHECKED BY:
JLT
DATE:
08-23-2021
SCALE:
1 "=50'
JOB:
8438
SUB:
2021-00195
SHEET:
12 OF 12