HomeMy WebLinkAboutSDP202200051 Plan - Approved 2023-01-20INITIAL SITE PLAN
TAX MAP 61 PARCELS 167A & 171 A
RIO MAGISTERIAL DISTRICT, COUNTY OF ALBEMARLE, VA
SITE DATA
OWNER/DEVELOPER : RIO COMMONS LLC
1701 ALLIED STREET
SUITE B-4
CHARLOTTESVILLE, VA 22903
PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES
999 SECOND STREET
CHARLOTTESVILLE, VA. 22902
(434)-977-0205
TAX MAP PARCEL No:
06100-00-00-167A0, 06100-00-00-171A0
TOTAL PARCEL AREA: 3.63 AC (61-167A)
0.72 AC (61-171 A)
2.75 AC (PORTION OF 61-170 TO BE PURCHASED)
7.10 AC (TOTAL AREA)
ZONING: R4 RESIDENTIAL, AIRPORT IMPACT AREA
CURRENT USE: 2 SINGLE FAMILY DETACHED (SFD) HOMES
R4 STANDARD DENSITY: 4 DU/AC
ALLOWABLE DENSITY: 4 DU/AC + 10% DENSITY BONUS CREDIT FOR MAINTENANCE OF EXISTING WOODED AREA (4 * 10%) +
30% DENSITY BONUS CREDIT FOR AFFORDABLE HOUSING (4 * 30%) + DENSITY BONUS CREDIT FOR
DEVELOPMENT STANDARDS (4 * 0.26 ACRES) = 6.64 DU/AC
PROPOSED USE: BONUS LEVEL CLUSTER DEVELOPMENT. 39 TOWNHOUSE LOTS
PROPOSED DENSITY: 43 LOTS/7.10 ACRES = 6.06 DU/AC
TRAFFIC GENERATION: 43 x 7 VPD = 301 VPD
*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 TO BE DEDICATED & MAINTAINED BY THE HOA,
STORMWATER MANAGEMENT COMPLIANCE NARRATIVE
THE PROJECT PROPOSES THE CONSTRUCTION OF 43 TOWNHOUSE LOTS. THE COMPLETED SUBDIVISION WILL UTILIZE
THREE SEPARATE STORMWATER DETENTION PONDS TO FACILITATE THE WATER QUANTITY REQUIREMENTS (CHANNEL
AND FLOOD PROTECTION) AND WATER QUALITY REQUIREMENTS. OFFSITE NUTRIENT CREDITS MIGHT BE PURCHASED
IF NEEDED.
MORE DETAIL WILL BE SUBMITTED FOLLOWING THE APPROVAL OF THE INITIAL SITE PLAN UNDER SEPARATE COVER
WITH THE'NIRGINIA STORMWATER MANAGEMENT PLAN."
SUBJECT
PROPERTY
VICINITY MAP
SCALE: 1 "=1000 FEET
ALBEMARLE
COUNTY
CITY OF
CHARLOTTESVILLE
SHEET INDEX_
SHEET #
SHEET TITLE
COVER SHEET
PROJECT NOTES & OVERALL PLAN
1
-----------------------------------------
2
-----------------------------------------
3
----------------------------- -------
GENERAL NOTES
4
------- —------------------ ----------
EXISTING CONDITIONS & DEMOLITION PLAN
5
--- —------ —---------- —---- --------
EXISTING CONDITIONS & DEMOLITION PLAN
6
— ---- —--- —------- --------- ------
SITE PLAN
7
---— --- —---------- —--- —---- ---
SITE PLAN — —
8
—--- —------ —------ —--------- -------
LAYOUT PLAN
9
-----------------------------------------
LAYOUT PLAN
10
----------- -----------------------------
GRADING PLAN
11
-----------------------------------------
GRADING PLAN
12
----------------- - ------ —---------- ----
UTILITIES PLAN
13
--------------------------- —--------- --
UTILITIES PLAN
UTILITIES PLAN
LANDSCAPE PLAN
14
---------- — ------------ ----------------
15
---- ------ --------------------
16
--- —--- ----------------- — --- —
LANDSCAPE PLAN
17
---------------------- ---
LANDSCAPE PLAN NOTES & DETAILS
18
------- --------- ---------------------
BOUNDARY & LOT DATA
19
---------- ------ ------------------------
BOUNDARY & LOT DATA
20
-----------------------------------------
SIGHT DISTANCE PROFILE
TOTAL SHEETS = 20
C7
APPROVED
by the Albemarle County
Community Development Department
Date January 20, 2023
File # SDP202200051
Application Type
Lead Reviewer:
Initial Site Plan
Cameron Langille
APPROVALS
DEPARTMENT SIGNATURE DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING/ZONING
ENGINEERING
INSPECTIONS
ARCHITECTURAL REVIEW BOARD
DEPARTMENT OF FIRE AND RESCUE
ALBEMARLE COUNTY SERVICE ATHORITY
VA. DEPARTMENT OF TRANSPORTATION
U o
w N
FF/-yl D U
O Z '
�J
: Sp
LD 'n M F- cc
L J
000 ¢LLI U
W U
a
J Z �
z
0Cr
x
LL Z N
a�
w N n
-ji C0 Ld Q J m
U0U) co
IT
YUm`v
w
0 aW L
�O
UCr
VTH F.
o}� P',
mmy L. Taggart
Lic. No.
22841 G W�
A�OA 07/07/2022 1.
�SSIONAL �tiy
Cn
z
O z
gW
I-
LLJ
U)
OU
JLLJ
U 0
z_ U
O
rr
O
a
U
w
0
z
O
Cr
w
Q
0
O
z
DATE:
07 JULY 22
SCALE:
1" = 1 000'
JOB:
18.0025
SDP:
SHEET:
� OF 20
;SHEETS 4,6,8,10,12 & 15
uG> S72°3518"E l r 4' SITE DATA
U
GT
- _ - - - - - BRIO ROAD
50'----
- RT 631 100.11'.toI / MAXIMUM LOT SIZE PERMITTED: N/A
--64II I /f
8•59''' MAXIMUM BUILDING HEIGHT: 35' MAXIMUM
LOT TABULATION: 43 TOWNHOUSE LOTS 1.42 ACRES
--
_ IMPERVIOUS AREA. < LOTS 142 ACRES
/ SIDEWALKS 0.17 ACRES
\ ROADS 0.71 ACRES
TOTAL IMPERVIOUS AREA 2.3 ACRES
OPEN SPACE REQUIRED: 25% x 7.10 ACRES = 1.8 ACRES
- - - ! \ OPEN SPACE PROVIDED: OPEN SPACE 0.10 ACRES
_ I ` PARK AREA & TREE BUFFER 0.29 ACRES
= I TMP 61-171 / TOTAL OPEN SPACE AREA 0.39 ACRES
_ _ I STRUMLAUG, STEVEN/
OR SONIA FOX / RECREATIONAL AREA REQUIRED:
TMP 61-167C 1 ti
/ RESIDENTIAL / RECREATIONAL AREA PROVIDED: SF TOT LOT IN OPEN SPACE'A
RIO POINT, LLC /
/ ��. ZONING: R4 SF PASSIVE RECREATION SPACE IN OPEN SPACE'C'
VACANT SF TOTAL PROVIDED
ZONING: R4 / 1.90 ACRES
25.73 ACRES / � / / 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 RIO COMMONS, LLC.
/ RECREATIONAL FACILITIES SHALL BE COMPLETED WHEN FIFTY PERCENT (50%)
/ \ OF THE UNITS HAVE RECEIVED CERTIFICATE OF OCCUPANCY.
TOWNHOUSE SETBACKS: FRONT: 5'-25' FROM ROW/PROPERTY LINE
11 SIDE: 5'
REAR: 20'
GARAGE: 18'
/ ROADS & STREETS: ALL PUBLIC STREETS SHALL HAVE CG-6 CURB AND GUTTER. NEW PUBLIC
4 \ STREETS RIGHT-OF-WAY HEREON IS HEREBY DEDICATED TO COUNTY FOR
O / PUBLIC USE.
MAGISTERIAL DISTRICT: RIO MAGISTERIAL DISTRICT
/ SHEETS 5, 7,9,11,13 & 16 CRITICAL SLOPES: PRESERVED & MANAGED SLOPES SHOWN PER ALBEMARLE COUNTY GIS.
/ TMP 61-STORMWATER MANAGEMENT: 3 BIORETENTION PONDS ARE PROPOSED IN THE SUBJECT PARCELS.
170
STORMWATER CALCULATIONS SHALL BE SUBMITTED AFTER THE INITIAL SITE
CHARLOTTESVILLE WAL170 SCHOOL INC
/ PLAN.
ELEMENTARY SCHOOL
\' WATERSHED: A MAJORITY OF THE SITE LIES IN MEADOW CREEK WATERSHED; A PORTION ON
ZONING:
@ THE SOUTHEAST SIDE OF THE SUBJECT PROPERTIES LIES IN THE UPPER
- 13.87 ACRES / RIVANNA RIVER WATERSHED
S714 3'17 E / / BOUNDARY SOURCE: TOPOGRAPHIC SURVEY PREPARED JUNE 8, 2018 BY ROUDABUSH, GALE AND
427.58'\ \ / ASSOCIATES, INC.
/ TOPOGRAPHY: BARE EARTH DEM FROM LIDAR, SOURCE VGIN (2016). POINT CLOUD DATA
FILTERED BY RGA
BENCHMARK: WATER METER NEAR PROPOSE SITE ENTRANCE, 473.22
L EMERGENCY CCESS a" \ \ DATUM HORZ: NAVD 83; VERT: NAVD 88
FLOODPLAIN: THE PROJECT SITE SHOWN HEREON IS LOCATED IN ZONE "X" AND DOES NOT
FALL WITHIN FLOOD HAZARD ZONE "AE" FOR A 100-YEAR FLOOD AS SHOWN ON
I / / / _ FEMA MAP 51003CO287D, EFFECTIVE 2/4/2005, THIS DETERMINATION HAS BEEN
I / SKE7a4LL couaj � -� MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PREFORMED
/ /\ I AS A PORTION OF THIS PROJECT..
YEAS �
STREAM BUFFER: THERE ARE NO STREAM BUFFERS WITHIN THE PROJECT SITE.
PARKING REQUIRED: (2) SPACES PER SFA UNIT PLUS (1) GUEST SPACE PER EACH (4) UNITS. 43
UNITS x 2 + (43/4) = 97 SPACES REQUIRED.
PARKING PROVIDED: (2) SPACES PER SFA UNIT OFF-STREET PLUS (12) STREET PARKING SPACES -
43 UNITS x 2 + 12 = 98 SPACES PROVIDED.
h \ I L - LANDSCAPING: STREET TREES TO BE PROVIDED ALONG PUBLIC ROADS PER CODE OF
\ \ ALBEMARLE COUNTY GIS STEEP - - _ DEVELOPMENT & COUNTY CODE SECTION 32.7.9.
W \ \ SLOPES -PRESERVED
3 ENVIRONMENTAL: A PORTION OF THE SITE WILL BE PRESERVED AS TREE SAVE AREA FOR BONUS
\ DENSITY CREDIT (2.76 ACRES)
LIGHTING: NO OUTDOOR STREET LIGHTING IS PROPOSED AT THIS TIME. UNITS SHALL
\ HAVE PORCH LIGHTS AND/OR POST LIGHTS THAT WILL EMIT LIGHT THAT IS
LESS THAN 3000 LUMENS. ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000
LUMENS. EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS
SHEET 14 SANITARY SEWER CONNECTION 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND
SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM AN
\\ \ ADJOINING RESIDENTIAL DISTRICTS AND FROM ADJACENT ROADS. ALL
OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT
0) AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS.
RETAINING WALLS: RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE
TREE SAVE AREA (2.76 ACR S) 1 \ �`;;;;;;;;;;;;;;;; ,,, BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED
\ \ f ENGINEERING DESIGN. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE
I/.. USBC. ALL RETAINING WALLS OVER 30 INCHES IN HEIGHT WILL HAVE SAFETY
ALBEMARLE COUNTY GIS STEEP RAILING.
SLOPES - MANAGED I j:;:;:;:: "' CEMETERIES: NO EVIDENCE OF A BURIAL SITE WAS DISCOVERED ON THE SUBJECT PARCELS
\ I ( TRASH RECEPTACLES: ALL UNITS SHALL HAVE AN INDIVIDUAL TRASH CONTAINERS
\ I \\ .. ;:::::: ; FIRE & RESCUE: FIRE HYDRANTS SHALL BE PROVIDED ALONG PUBLIC STREETS AT A MAXIMUM
. :. \; : ;; •;� \ SPACING OF 500-FEET ALONG THE TRAVELWAY.
�::r:rrrrrrrr: r::
ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL
ITMP 61A-03131 INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.
/ > COUNTY OF ALBEMARLE
WATER PROTECTION ( \ THE SUBJECT PROPERTY IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT.
ORDINANCE BUFFER \ I VACANT I ..
/ ZONING: R4 I ,. / / THIS SITE IS NOT LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR.
\ S - 1.71 ACRES
i 100-YR FLOODPLAIN
/ 50' EX GREENWAY
/ 7
EASEMENT
S062348'E
VILLAGE
- T
\1
/ I
SQUARE
SUBDIVISION ,
.0 0 .0 120 180
.1
LEGEND
EXISTING INTERMEDIATE CONTOUR
332-
EXISTING WATERLINE
W
EXISTING INDEX CONTOUR
-300-
PROPOSED WATERLINE
W
PROPOSED CONTOUR
20
EXISTING FIRE HYDRANT
EXISTING EDGE OF PAVEMENT
EX. EP
PROPOSED FIRE HYDRANT
PROPOSED EDGE OF PAVEMENT
EXISTING WATER VALVE
W
EXISTING CURB AND GUTTER
EX. C&G
PROPOSED WATER VALVE
W
PROPOSED CURB AND GUTTER
PROPOSED WATER METER
TRANSITION FROM CG-6 ROLL-TOP
EXISTING REDUCER
10 W
EXy15" RCP
EXISTING STORM SEWER
PROPOSED REDUCER
0 W
y
HANDICAP RAMP (CG-12)
PROPOSED STORM SEWER
DENOTES LOCATION OF STD. WOT
CG-12 AND/OR JURISDICTIONAL
EXISTING SANITARY SEWER
S
STANDARD RAMP CONSTRUCTION
PARKING INDICATOR
12
PROPOSED SANITARY SEWER
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
PROPERTY LINE
BENCHMARK
EASEMENT LINE
- - - - - - - -
PROPERTY BOUNDARY
CENTERLINE
LIMITS OF CLEARING AND/OR GRADING >• >• ><
VEHICLES PER DAY COUNT
1,234 VPD
EXISTING SPOT ELEVATION
+
PROPOSED STREET NAME SIGN
PROPOSED SPOT ELEVATION
+12.0
EXISTING TREE DRIP LINE
EXISTING SIGN
EXISTING TREE
PROPOSED SIGN
-�
SANITARY MANHOLE IDENTIFIER
12
PROPOSED TREE
OAK
STORM DRAIN STRUCTURE IDENTIFIER 18
CONTRACTOR'S RECORD DRAWING REQUIREMENTS
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".
NAME, TITLE
FOR:
(CONTRACTOR)
U
N N
W W �
ENO
U Q
U '
Z d J m
OJ Y >
p o ; �; �
uJ
K¢
crLu QLu _�
a_ M
U
O� Z ¢_
O U w U
U z m
J
Z O
rl� O j
V v7
Lu
w Z N
frfr rn
o w N In
0
Q Q O
L
J J r
m
U » 0
} U U a
=www
O U P Z
O
rn fr a
Q
2
UOF
PI,TA Op
��Jim//my L. Taggart
Lic. No.
22841
�O,A 07/07/2022
ESSLONAL ECG
Z
C� z g
Z
0 Q W
J
a-
W
LLJ 0
O "'
W
U Q o
O ~ W
z
CE
0_
z
a
U
(n
w
0
z
O
w
m
w
a
0
O
z
DATE:
07 JULY 22
SCALE:
1" = 60'
JOB:
18.0025
SDP:
SHEET:
2 OF 20
GENERAL CONSTRUCTION NOTES
PLAN NOTES
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.
UTILITY SYSTEMS
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 UTILITYS 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
R )
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 STREET'S 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 (5.0%), RAMP SPECIFICATIONS (ABOVE) MUST BE ADHERED TO.
MAXIMUM SLOPE OF 1:12 (8.3%), 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 60 INCHES (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 OUTFALL EASEMENTS ARE TO BE
EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE.
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS
WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT
LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED
NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE
EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED
TO SEVEN (7) FEET.
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM
TO VDOT CG-9 (A, B OR C).
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM
TO VDOT STANDARD PE-1.
7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON
THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO.
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE
FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE
PLANS SHALL BE NULL AND VOID.
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM
TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING
ORDINANCE AND MANUAL.
10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER
WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER
TO PROVIDE SAFE AND CONVENIENT ACCESS.
11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 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 VDOTS 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 OUTFALL 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 VDOT'S 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 A PRE- CONSTRUCTION MEETING FOR
INSTALLATION TRAINING. THE PIPE MANUFACTURER SHOULD SPEND A
MINIMUM OF TWO HOURS ON THE JOB SITE DURING THE INITIAL PIPE INSTALLATION.
U a
N N
W W �
ENO
U 0
a-
Z J m
O J Y >
zpco g�WO
u1
K�
O w °�
U
O� �Z ¢_
O U w U
W c) m
z Z
z_
0
r� O j
V �
IT1� LL z
F+i N
frfr rn
D w co LjN
¢ U ¢ O
0 > r
J J m
U 0»
} U Uww
a
=w
OcoU O
o 0)9rn fr a
UIr
D
DJ��9nJigartn�02 ti�4'txG
V )
z
0 z w
g
a- O
w z
� J
O_j Ir
J W
Uz
~ w
z �
O
z
O
a
U
(n
w
0
z
O
w
m
m
w
a
0
O
z
DATE:
07 JULY 22
SCALE:
N/A
JOB:
18.0025
SDP:
SHEET:
3 OF 20
i
1, 04"5-1 TO ✓OHN
-W WARNER PKWY.
�� �--- OH
H -
i— L �\ UP
OH /
\ 6" OAK `ti11
`1 �6 15" OAK \
— �— 6" OAK 15" OAK 30" OAK �p �� _b 40518716
FOM ROAD S N�BR /� 30" OAK 60" POP-
� -- -- � (TBR)
) G (TBR) � 18" POP-
� �u DR/U
/ } \ \ W (TBR) \ I / EX. POWERLINES TBR
1F®791.03'
�75.49'
Shrul
SOIL TYPE 21B 466.88 Shrub `\
� � �
Shrub- - "` \ \ FFE EM\
1-STO Y
/ \ \ \BASEMEN
782 )
(TBR \
T2 FFE
I F ME
BUILDING
(TBR) \
\ \ \ \ \ \ \ \ \ \ \ \ 4�TgR) \
\
N76"MaineMaine\ 2
alloI \
I I I \ \ �� \ \\ \
I } Post`
I 6" SYC 10
'am1 \ \ _ SOIL B�NDA Y (TYRE �\�Shrub \ UP \
�12" SY
12" SYC \ \ OH \
OH \ 0\ \ E) POWERL NE, POLE AN) / \ GWA
EX. TREES IT
OH G�Y WIRES �R \ GWAJ
I \ 0A / )
UGT
UGT
UGT UGT UGT UGT UGT
S.R. 631
J
R/O ROAD E.
30' PRESCRIPTIVE AND
,/
VARIABLE WIDTH R/W /
I
—•
N085935"W
64.50'
(4) TREES TBR
!
I470—
6" DOD
8" MPL
}OH OH OH OH OH 0 OH —�.
�� OH OH OH 0
UGT
� UGT
46 .3 " \
.48
°S SE \
UG1
4"
� UGT � UGT S723J /Q"E/
� UGT 4.94' � \ /911
DASHED LINE INDICATES MILL &OVERLAY \ � MR 475 ± TON
IN ACCORDANCE WITH VDOT WP-2 DETAIL � ✓ INTFRSFC:TIC]N
— � PROPOSED CONNECTION TO
� EXISTING WATER LINE
EX. TREES (TBR) —
�18" CDR D4
OH OH
• 1 —c7_ MB �
15° CMA�(TBR)� I
OH
OH _� Dki-�-
\ \ Wl
PROPOSED SITE \ 5" HOLLY \
ENTRANCE LOCATION
2 (TBR)TBR)
\
. (TBR) 01 P (/ / \ \ I EX. GWA .� /�9 479.09I CONC. SW \
18" HOLL
I(TBR) FFE (TBR)
3 GWA I / WW 1 B
OH 0r
i \ UP HO ` / I / FTx3 I\
� EM 1-STORY
(TBR)'70.50' BRICK ON
R`9s• \ -z'
, FFE BASEMENT
/BRICK
I (TBR)ONC. W� WW 478.50"
PAD
WEL ) \/ � WW FFE
CONC.
l� S4 PATIO
-1 \ �
EX. WELL �E QCLOSED IN (TBRl
)`
A � ACCORDANCE WITH VA. DEPT. 10" D�
/° OF HEALTH RE6� TIONS. (TBR)
,/Cy- \ PAVED QQRIVL-
R)/ 0 \ / (TBP)
/1 EX. CLOTHESLINE
I (TBR)
l I GRAVEL /
\ / I (TBR)
I /
1[
GWA �
\GWA TM61-171 A
�<_GWA \ 0\724 AC.1 �
/ \ I EX. STRUCTURE /
fX. BUILDING (TBR)
(TBR) r
EX. FENCE
oN
)H
\\
24.19'
\
GWAx3
I
UP Z� `
\
\ \
EX.
BUILDING
LEGEND
TREE TO BE REMOVED (TBR)
SOIL TYPE
II�II���IIMII�A�I♦rIII�I�IbII�IIIIM
STEEP SLOPES (PRESERVED)
p OH \ \ 1 11 C \ I I 4 (�BR) /
OH \ \ (SOIL TYPF) I I l I / �� TMP1-171
EX. TREES (TBR) 12" LOC \ / I I' \` I AME NN/F STRUMLAUF, / \
/ / IH off / -� \ I / I I I j I FRAME SHED STEVEN OR S424 1-FOX
LOC \ 12" LOC / / I \ /I S�ED OB 672 PG 165
RESIDENTIAL EX.
/ OH OH I } I � \ I / 111
I \ \ I \ ZONING: R4 ` SHED
/ OH I I } ( 12" SYC-DBL 1 \ \ I I 1 / / \ EX. STRUCTURR / 6" BXWD 1.90 ACRES
UP OH / / / / I ) (TBR)
GH
/ l / 10"SYC \ o I I/
6" LOC 1 YC S
EX. FENBR
(TBR))
/ /TMP 61-167C
/ V WETSEL.
THO/�AS D. ET AL
DB 1681 PG 774 / 4 (
ZNCAN R4 i l \ I a° /
O ACRES a / / 48" MPL I l I \
/ / l \ (TBR) 6 818287
k0
z / / / V / I I I I I EX. FENCE
Co TBR) / 100I
PF PF c I
//j I \ a I
.1/ /// } I I 1 I l I It
181CR) 1I I 10" DWD / r , I
(TBR) / /
10" OAK
" OAK I
1(TBR)
TBR)
EXTREE
REE LINE AIDPROPEBOUNT�
NOT FOR CONSTRUCTION. THIS SHEET PROVIDES AN OVERALL
EXHIBIT OF EXISTING SITE CONDITIONS, IDENTIFIES FEATURES FOR
DEMOLITION, AREAS TO BE PRESERVED AND PROPOSED STREET AND
UTILITY CONNECTIONS.
BOUNDARY CURVE TABLE
Curve Length Radius Delta Tangent Cho
rd Chord Bearing
Cl 194.86' 2548.78' 42249" 9748' 194.81' S 0648'11" E
C2 109.76' 600.00' 102853" 55.03' 109.61' S 1414'02" E
I
I yB)
21
10"/� _I l
1 I
", 20 0 20 40 60
\ 10 DW9
- t \
N MATCHLINE SEE SHEET VBR)
\ \ ) SCALE: 1"— —20'
/ I I I 1 I I I ( 1 \7
U a
N N
W W �
ENO
Z d J m
OJ Y > C,
u�
K¢
�LU Q0�
O w
U
O� a_ CT)_
fr
O U w U
U Q m
J Z_ �
Z O
rl� O j
V U)
LU
W Z N
frfr
D W N
aLj
a
� Uao
� � r
J J m
UO>U co
} U a
= LULLI
O co Z
O
rn fr a
a
U
PT,TA Op
9-7
Jiimmy L. Taggart
Lio. No.
22841
�O� 07/07/2022
ESSIONAL ECG
Q
z
C) O
z
O z o
LLJ
c]
C � U)
`J � z
OJ o
U<
Q
z z
O o
c z
U)
L _j
Ir
GOF
O
I
I yB)
21
10"/� _I l
1 I
", 20 0 20 40 60
\ 10 DW9
- t \
N MATCHLINE SEE SHEET VBR)
\ \ ) SCALE: 1"— —20'
/ I I I 1 I I I ( 1 \7
U a
N N
W W �
ENO
Z d J m
OJ Y > C,
u�
K¢
�LU Q0�
O w
U
O� a_ CT)_
fr
O U w U
U Q m
J Z_ �
Z O
rl� O j
V U)
LU
W Z N
frfr
D W N
aLj
a
� Uao
� � r
J J m
UO>U co
} U a
= LULLI
O co Z
O
rn fr a
a
U
PT,TA Op
9-7
Jiimmy L. Taggart
Lio. No.
22841
�O� 07/07/2022
ESSIONAL ECG
Q
z
C) O
z
O z o
LLJ
c]
C � U)
`J � z
OJ o
U<
Q
z z
O o
c z
U)
L _j
Ir
GOF
O
Z
O
d
U
DATE:
07 JULY 22
SCALE:
1" = 20'
JOB:
18.0025
SDP:
SHEET:
T\ MATCHLINE -SEE SHEET 4
7 \ \ \ \ \ ) I
GPS4ROVER 3 \ \ \ a \ \
COR \ \\ \ I 1
waft\ I I I \ \ \ \ \ \" MPL
450.82' \ \ \ l B\
TP61-771
NIA STRUMLXUF, I \
BR) \ ' \ �48"lOA 1 \ \ VE 6O PG 16 \ /
/ \ STEVEN OR SONIA FOX /
s" MPL \ \ \ \ \ RE-I(DET/A NL 4
\(TBR) \ \ \ \ \ ZOA N CRES
\ \ \ \ \ 21IC \ I\\I 11A
(SOIL TY15 \ \ \�18 TREE �\24" BCH
EX. �REE LIN�TO \ \ \ \
PkPERTY OUNDA(TBRY
18' LBORC
/ 10" M
TMP 61-167C\ \ \ \ \ \ \ R R)PL
\� N/F WETSEL, \ I \ \ \ \ \ \ I S71.4 '17"E
\ THOMAS D. ET AL \ \ \ \ \ 427.58'
DB 1681 PG 174 \ \ \ \ \ \ \ \ (TBR� \ 18" TREE VACANT o
/ \ \\ \ I
/ ( \ 25O73NACRES \ \ \ \ \ \ \ PROPO�ED PRO)E EE /\ I \ } (TBR)
\ \ \ \ \ PRESERVATI@N AREF1 \ \ \
\ \ 10" h7PL o PROPOSED FIRE EMERGENCY I ) \
\\ ACCESS LOCATION
\ \ \ \ I ALBEMARLE COUNTY GIS
STEEP SLOP4REA \ \ \ \ \ \ \ I \ ( II EX. REE LINE TO 1 \ \ \ \ \ C \ /
PROPER T BOUN A j I I \ \ \ \ \ BUILDT dG\ \/
\ \ \
\ \ I \ \ \ \ \ I \ Q
24l�1 1 I ICI► I \
< " MP / ® o
\ \ 0 CISTERN? \ \ \ /
\ \ \ L,31('T8"�PL OAK BR) I / / ` I r��\� \ ® ® ® l `\� \\ \ ��
UPI 6"I MPL (T REM N% ( I \ 4
I ®I I I � \ I I I I � I \_✓\/I \ � �_� —
\ \ \ \ \ \ \ \ \ \ \ 12" MPL /I 24 I
I \ I
\ \ \ \ \ \ \ \ PEX COUNTY G S
\ \ \ \ \ \ \ \ 1 \' M(PL
\ EA BE I 18' 8" MPL 1 1 " TREE\
\ \ \ \Ila" \
PI\ \ L10\ MP o 1 I } 1 \ 8" 41PL
36" H/C \ 24\IML I1 \\ \\ \ \l \ \ I 1 IIII 1
l l ll Ex.
HI BASKETBALL I?ZLNj,F T�E Sx
CER
WApDO�FSCHOO�INC FE � COURT
6" P 30 \ B 202 PG_53` sHL
04K OAK
PP\ 8.,`PL 1JI87 CRE�
5" OPTB1MPL
l l
/
\ 1 \ I I 6" PL \ \ 24" CQ (T\� \ 6" B�
I I I I\ I I I \ \ \\ RT
\ 1 \
I 1 ( I I \ RES�A AD q �„ M� \ \ \ \
I I I 12" MpL \ \ \ \ \ 1 \ 1 (SOI L TYPE \ i
I I I 6" OAK
I 10" OP
\48 \ \
SOIaTYRE) \ \ \ \ \ ���
II/OVENI ICE 1 "�O
\41� r
12"
\I \ \ \ \ \ \ \ \ \ \ �\ �,� NOTE:
I\ I I I 1 MPL '\\ \ \ \ \ I \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ NOT FOR CONSTRUCTION. THIS SHEET PROVIDES AN OVERALL
EXHIBIT OF EXISTING SITE CONDITIONS, IDENTIFIES FEATURES FOR
\ I X \ \ \ \ \ \ \ \ \ \ \ \ \ \ DEMOLITION AREAS TO BE PRESERVED AND PROPOSED STREET AND
UTILITY CONNECTIONS.
I I ( I 1 I 1 I \ 1 1 I I 4 S
20 0 20 40 60
\ \ \ \ \ \ \ 1 I \ \ \ \ \\ \ \ \ \ \ \ \ \ SCALE: 1"=20'
LEGEND
TREE TO BE REMOVED (TBR)
SOIL TYPE
STEEP SLOPES (PRESERVED)
U a
N N
W W �
GNU
UZ d J m
OJ Y > COD,
o g�w�
K�
fr Q��
O w U M
O� fr ¢ _
O U w U
U ¢ m
J Z
W �
Z�
r� O j
V
Lu
W Z N
o w Lj N
¢ � ¢ O
W r
J 0 J m
UO>U co
} U
=www
O U z
O
UOF
��JitD
22841
1p0`�"�
(n z
V )
D_
z z
0
Og
a_ LLJ
LLJ 06
O z
Q
o
U� ❑
z
z o
O z
X
LU
z
a
U
w
0
z
O
w
m
w
a
0
0
z
DATE:
07 JULY 22
SCALE:
1" = 20'
JOB:
18.0025
SDP:
SHEET:
5 OF 20
fi( I_r__- I �'
---- I I----- ---- �, I I (- JI \1
\� /\\ '�" \ I \ /-' /, / -/-� ✓ --/ _460- GT
UGT UGI S72"J�1l E/
GT UGT 494' \
It UGT
UGT / z \
-`
UCT UGT UGT UGT UGT - UGT UGT O 4;,0 /
/ S. R. 631 , +
/, o4,s i ro ✓oHN
RIO ROAD E. " 100.11' /
/ � � �
WARNER PKWY. JO' PRESCRIPTIVE AND / 2
VARIABLE WIDTH R/W I - N0873'20"W - -
�� c l n 64.50'
I� b
N08'59oN'35"W -
OH
OH
OH OH OH OH OH OH OH -Qli OH ^ .r -_
OH 0 H OH
it,
a
° °.v a° v°fY'. $IDEVIALK
- 20' SETBACK FOM \ 20' SEACK PROPOSE I \ \
- - - - _1 \
RETAINING WALL I \
J PROPOSE 1 2 - 4 5 6
RETAINING WALL BASE:454.70 BASE:455.70 3 BASE:457.70 ASE:457.70 BASE:458.70 7 8 9 j 0 11 12 13 14
BASE: 456.70
FF: 465.70 FF: 467.70 FF:46�0' FF:468.70 Y Y
FF:464.70 FF: 466.70 BASE: 00 Y s.
y+ - \ U U BASE: 460.00 BASE- \ �- � BASE: 465.00
\ BASE: 462.00 BASE: 462.00 BASE: 463.00 B�4(64.0 0 FF:476.00 UFF: 471.00 FF: 475.00 ¢ O
`00 FF:470.00 FF: 472. 0 N �,' 20'18' 18' 20' w FF: a73.00 a.ao 20' m I , I
, FF: a7z.00
\ co 20' LLI
f
�II„„ 0 EX.
460 .° . N � ,� � \ \ / BUILDING l I
S 8° SD 2s S s� \ sDR 26 S I s m I �
i
°F:.WALie
• , ,�' a .� e: Di D
p O L / \
\ a I / \
6' PLANTIN AINING
SS
0 10+00 ro RET \ \
// 3+20 13+00\ 6' PLANTING
PUBLIC ROAD IBI D ` ) 11 00 I b - \ I ROPOSEp WALL
l \
/ I STRIP TYP 1 +00 STRIP TYP \ I
O \ \ I
p o \ O\ O p
LLJ / .. EN SPACE I p l J \ \ \
I ' �• d m /
-24 - 19 18 17 16 15 I Q / 3 \ I �25 _ 23\ \ I
22 ASE: 456.60 BASE•457.60 BASE: 458.6 BASE: 459.60
BASE: 455.60
✓ / I / N BASE:44�:50. BASE: 448.50 BASE: 44�.50 BASE: 450.50 Y BASE: 453.60 BASE: 454 0 FF: 7.60 FF: 468.60� FF: 469.60 � A N 03 / •�h \ \
/ I / FF:457.50 Y U FF: 463.60 FF: 464.60 FF: 465�0 EEF:468.60 O).
SEE-&58.5Q FF: 459.5(� FF: 460.50 m \ \ I 1 / w Y �v
l \
Tj
\ \ w I I D_ / / 450� \ \
\ \ � 20' I I 20' Q l �� TMP 61-171 \ /
' / I 00 Lc)
\ '/ / N/F STRUMLAUF, /
\
( \ 20' o ROw4s STENOR 672 NOX
PG
DB/
RESIDENTIAL
ZONING: R4 ` SHED /
/ I \ SDR 2 \ SDR 2 v 1.90 ACRES
- / ♦ OQ / RETAINING WALL I <
I-------
ALLEY +oo ♦ I d a+ V ( 1 / r--------------------------------------
N / - r� Il r--
N
w w w w w w w ♦ ,ice // I PROPOSED z
Q I Q / I FRONT r- OUC
/ / - / /' / 3 \ / I I I I 9' �♦ I PORCH i- co O a
SPACE I 3 // / PROPOSED i a ¢
' I DRIVEWAY I EXTERIOR BUILDING WALL (TYP.) m
CE m I
' -------------------------------
2 7 A R 3 I \ / `� / / JJJ I / �.Q / M cp ) / L r--- ---------------------------
i I v' r--
' 26 217 I 281 /29 13
rn 30 %31 32 / T�3 34�-
/ 0 Q ;. /
/ r- j l Q U
18' 18 / m
I BASE: 38.50 I / S (y / / 20 e / j N I O d
IL
SE: 437.50 FF: 448.50 BASE: 4((39.50 BASE: 440 0 BA FFFfff///442.50 BASE: 443.50/ BA`T(� 445.50 ASE: 445.50 BASE: 446.57�� : \ ` a i Y
i N 447.50 ( ! FF:4p9.50 I FF:45050 FF:452.50 FF:453.5 FF.455.50 �FF:455.50 FF:456.$0 e (7 / I PROPOSED I I m U
II / 00 / / / DRIVEWAY a m
f
(fYP.) i i EXPECTED FOOTER (TYP.) i L__,
m / 1 PROPOSED --
- ROOF LINE L L_____J
/ TYPICAL PROPOSED TOWNHOUSE FOOTPRINT
It LEGEND I p p /� I , I LEGEND SCALE: 1"=10'
DR
d 00 g R / /
� � I STORM PIPE
I I U)
430 W 1� I I w STORM MANHOLE
\_j 0 PEN SPACE
CURB INLET
I \ \ I ) \ s
SEWER PIPE
35 Ram
RETAINING
/ ® zo o zo 40 so
o ED SEWER STRUCTURE
'ETAINING NrqLL L_ I
I 1 UmJ 1 I WATERLINE
36
SCALE: 1"=20'
139 I 3$ l 3 25' MATCHLINE - SEE SHEET 7
U
a
N N
wrng
GNU
¢
U'J)
_
O
Z J m
Y
ZO(p
J > �
g�w0
v)
K¢
�w
Q0�
O�
OU
11,
M
(a-) _
O U
w U
U ¢
ZO
m
r�
O j
V
0
Lu
w Z
° fr
N
d w
co
Lj N 0
¢
U ¢ O
�
� r
J J m
U
0U a t
} U
LU
= LLI
co
^
V
O
infra
U
Z
a-
U
(n
w
0
co
z
O
U)
w
OF
w
w
a
0
0
Z
PT,TH NF
Jimmy L. Taggart
Lic. No.
22841
�0,� 07/07/2022 ti�ww
ESSrONAL ECG
Zz
O_j
a_
Lu
z
5
�
g
O
u'
w
I-__
UJ
Q
U)
Oz
DATE:
07 JULY 22
SCALE:
1" = 20'
JOB:
18.0025
SDP:
SHEET:
6 OF 20
I
1 1
w w
/ 35
(nU) FF:�30 FF. 443.30
I �
mo Sim \ m 20 co ROP SED \ \ \ \ \
� w �g 38 \ 37 \ �. r � REra°
FF: 38.20 1 F : 437.20 1 F 438.20 \ N r NING �ygLL l \ \ \
/ m \ \I
N \ \ \ 7
pp - o \ / TMP 61-171 7
\ N/F STRUMLAUF,
6\ UB IC ROAD 'A' �\ \ \ \ i
}00 \ / \ STEI/EN OR SON/A FOX )
a D RESIDENTIAL
\ cS m ° .: o RETAINING \ \
a 3. ., o R0►'OSED ZONING: R4
\ w \ WALL \ \ \ 1.90 ACRES I
r.
oo \ \ ` \
t c /
gg
S \ \ m RETAINING WALL
6 rn I S71'4�'17'E
/
T \ \ \ \ \ 427.58\
A R S \ \ \ \m \ \�•„o. m
` \ \ RETAINING WALL �, I
ALBEMARLE COUNTY GIS BUILD G\ \ l
STEEP SLOPE AREA \ \ N
22v \ I 24 ` MPL \1 0 \ \ /
\`\ \ \ \ \ \m F \ I -� I 1 I I I I ® CISTERN ® �\ \ \ \ \ \
\ \ \ I I _
\ \ \ PROPOSED PROJECT TREE MPL I \ \ ® 0 \ l \
\ \ \ \ \ \ \ PRESERVATION AREA \ I a"" MPL' ( I 1 I I / \ —
\ 6" MPL I / 1 1 I 1 / I � \ �
N \ \ \ \ \ \ \ \ 'B MP 6 ", MPL (o REMAINS \ I I ( I I I \ \ \ ° \ \ \ \ \
\ \ \ \ \ \ 8""MPL I I
\ \ • ® 24' OAK I I \ \ ' \ ✓ \ \ \ �_
\72' MPL
\ \ \ \ \ o \ 12 ` MPL I
\\ \\ \\ \ \ \\ \\ \ \ \ I II\ \ \ \\ \\ \ 10MPL \ .\ I 6 \/
\ \ I
6MPL
\\ \ \
\ \ ` \ \ \ \ \ \ \ 18" \ � • 8," MPL
?1 1 \ 10 MPL 1 I Q \ I
s".MP\ \ 1 \ I w I 1 I \ I IMP 61-770 I / \
HIC® a I X. 1 EX.
\ \ ��4 MPL V 1 N/F CHARLOTTESVILLE � l so�cER l l BASKETBALL
I 1 \ I I I I I � 1 \ \ I WALDORF
4202 PG0453 C / FIEF / COURT 1
\ � \ I 1
I I I
\ I \ 60" H1 A� \ \ \ ELEMENTARY SCHOOL I
C0'" OP
3O" OAK I ZONING: R4
\ I I I \ I \ \ 1 II I ` • \ PO \TBR) I ` \ , 6 MPL I o \ \ S \ 1 I I 113.I87 ACRES
1 B" MPL ) 1
\MPL
1 I I I I 4" CA (TBR) CRITICALAREA 6BCH
I I I \ PRESERVED
I12'" M L \ \ 6MPL
IOAKI I \ \ \, \ \ \ ` LBE RLE OUN GIS
I I I I I I \ \ \\ 7o " POP (reR) \ MPL V A \ \ \ TEEP S4OPEP RV
` S \
I '✓ I � l I RE� � I \ 12 PO
NCE
II II \ \ \ I N r
12MPL.\\ ���
1
6..
12i' MPL
1 I \ 1 If 24 S LEGEND
STORM PIPE
I \ 1 \ \ \ \ \ \ 1 I \ I \ \ \ \ \ \ \ D STORM MANHOLE
\ \ \ \ \ ? \ \ \\ \ \ O 20 0 20 40 60
❑ CURB INLET
SEWER PIPE SCALE: 1 "=20'
SEWER STRUCTURE
WATER LINE
U
o
m N
W W �
ENO
n
Q
U
'
d
OJ
Z J m
Y
ZU10
>
glwO
_eel
Lu�
�
QU�wOU
�
_Z °
¢w
UUU
U
J z
Z U
m
r�
O j
x
w Z
rr
N
C�
fr
o co
co
rn
Lj N
Q
U a o
LL
r
J J m
C,
U
0»
} U U a
= Lu
co Z
O
O
rn fr a
a
U
z
O
a
U
co
w
0
co
z
O
W
w
OL
m
w
a
0
O
z
Jimmy L. Taggart
Lic. No.
22841
�,,p 07/07/2022
E"SIONAI" ECG
Zz
O75
w
z
g
O
cl)
w
I—
UJ
Q
co
O
z
LL
DATE:
07 JULY 22
SCALE:
1" = 20'
JOB:
18.0025
SDP:
SHEET:
7 OF 20
/
_S7235'16'E_
o /
S.R. + /
Lt oas TO ✓OHN RlO ROAD AD E. �
V. WARNER PA -WY. 30' PRESCRIPTIVE AND 2 100.11'�� . •.
VARIABLE WIDTH RAW N08'23'20"W
' Cl 64.50'
— 15 P (MR)
CM
\ \ _ N08°5935"W 64.50' f oOH
OH
Aq �g=M— OH OH OH OH OH OH OH .' '..'.'.OA ' OH OH OH
OH OH OH OH OH°. ..... ...
_ OH OH OH OH OH OH OH ° b v° v .... .. .
4°g. SIDEWALK ° c...,2:'::.
�II�I` III I ICI r .'.
.PROPOSED
[20,SETBACK 20'SETBACK STREET
RETAINING WALL .'.'.'.'.'.'.'.'...'.'.' NAME SIGN /
I
y.,
I I I I I I I I I I I I I I I •,•,•,•,•,•, 2a" MPL
PROPOSED- ................ /
- - ' RETAINING WALL
PARKIN
Y 2 3 4 5 6 Y Y 7 8 9 10 11 12 13 SPACES
1 14
I
-- Im mI m
m Y ..
' CD O ch , - ' zo' 1 s' s s zo' COLU LLI
co CO 20 201 v 24' Fc
q EX
..:...:.....g... v v
BUILDING
.0 ...
+••••• /
STREET .......... I / / /
_ NAME SIGN
46.SIDEWALK (TYP. .. '.. ,'.. w.> ... ° ° s.".. w.'°' rr .. s'..
/ ............ J
fill
cy •'�' INTERSECTION@
....... G_ PROPOSED
I •' 0 PARKING' .............".......' 6'PLANTIN 12 CS' .. ' STA:1+53.77
_ PEDESTRIA
.......... ... 6' PLANTIN - .
0 PA RK NG
• 'SIGN ................'. CJ .'......' STRIP (TYP) '................'. u'�'1.'......... ........ ..... ... SIGN STRIP (TYP)'.................. CROSSING .. ... .._ RETAINING WALL
u_...................._........ _........................
3 20......13+00................. N...................... .........lY•� .. 11+00 .....................� ...............*10._ ..
I............................ .................................j`1+.�d.'........................................................N.'.................. " ... I
I / / ... .�+.. STOP ... ryy ....... .
............................................................. CG-12...�.
/ SIGN
e .'.'.'.'.'.'.'.'.'
I
/ I I FUTURE CONNECTIO
w
I
I .... .. / I I ... 1
I
ROAD A CURVE TABLE
Curve #
Radius
Length
Chord Direction
Cl
120.00
51.384
N 11 0 23' 40.75"E
C2
120.00
132.858
N740 49' 46.16"E
w ) 1
:':l:':':':' 1
i , 21 20 19 18 17 16 15 Y I - o .'.'. /
Y 25 24 23 22 Y a cn
m m m A LU W / C /y�
/ I 7- w U D_ .> ... ... /
20' 20'—0
TYP 61-171
20 20' / / IV/F STRUMLAUF,
' STEVEN OR SONIA FOX
/ ...as '•'.'.'•' / DB 672 PG 165
RESIDENTIAL
/ ZONING.- R4
/ 1.90 ACRES
PARKIN ...'.'/'.'.'.'.'.' /
•' SPACES •'
6
/ 9 •• TMET •'' / / /
........................................ ....................................................................... '.'.NAME SIGN'.'.'.' / / C/L
........... ............................................................... CG-12 ........... /
.... .. ....'.'AL. LE.Y• ' ' ' ' ' ' ' ' ' ' ' ' .' ... a.�0o.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'...... ' �.'.'.'.' LS . if ROLL CURB
..... .'..go.' .... ... ..............'� ......... i.......................... ...........' ... PROPOSED POINT OF FINISH 2.5"SM-9.5A
T
3" BM-25
.N. (TYPO
/ ..... ................. 3+00...........'T.'........................................... ................... ....... .. IO RETAINING WALL ► GRADE
.....'.'.'.......................................... ..................... .................. PARKIN ............ TOP ........
........INTERSECTION@ / -- - 3.1 1/4":1' I 1/4��;1�-'--
/............................................................................... SPACE............ STA:2+65.41
/ / ... �. .3..'.SIGN /
.'�........... ..... /
:: ::: '..� ............ :.... / / / 8" SUB -BASE (21 A)
G-12 ......
/ ............4 /
V A 9' TRAVEL LANE 9' TRAVEL LANE
... .
2 7 A R / , (U m ¢ / / .. / 18' F/C TO F/C
w _ sTOP TYPICAL STREET SECTION (ALLEY)
- o 26 27 28 29 30 31 32 33 34 Q� �• • SIGN DESIGN SPEED LIMIT 25 MPH
.. ... ' LO 18' 18' LO ..... • ... / / (NOT TO SCALE)
/ `V 20' 18' 18' 18' 20' .
/ /'� ' ......... / 5' SIDEWALK C/L
a•'�' •'.' 6' GREEN 6'GREEN
POINT OF FINISH 2.5" SM-9.5A jt
/ , ' ':':�:':':':'• / ... ... / ___ $' PACE GRADE 3" BM-25 SPACE
T7 F EE EE EE;� T�
.. ... 4" CONC. (3,000
PSI AT 28 DAY, 8" SUB -BASE (21 A)
ORSTRONGER)
PARK 41 LU
• • ARKING �, / 4"21-A STONEB SE
,:•:,06 :,:,:•:,:,:,:,',' SPACES :.:•• • ' ::: ' / COMPACTED SUBGRADE 12' TRAVEL LANE 12' TRAVEL LANE
/ .�& Cl)ARKIN
z :� ••••••• // 24' F/C TO F/C
.'....:'LIU sPACEs::.:. TYPICAL STREET SECTION (PUBLIC ROAD)
/ LLJ • • • • • • • • • • • —� O / / DESIGN SPEED LIMIT 25 MPH
:O) .. — ....... ... / / (NOT TO SCALE)
I 35 20 0 20 40 60
/ /
.. /
U U 25 A. rl .'.•.....'.' / /
SCALE: 1 `20'
¢ ¢ 36
w w
I —/ E SHE :.:.�,,i:•.,.,.. v 39 38 37 � I � I . , "�a�&:•'•' / //
U
a
N N
W W �
N d
¢
U
_
-' U
d
OZ
Z J m
gw> �
On
K2
cw
Q0��
O�
O U
�Z
°�
¢_
U U
w U
U ¢
J Z_
Z O
m
�
rl�
O j
V
�
LU
W Z
N
r
o LUco
rn
Lj 0
¢
¢ O
C r
J J m
0
Up o
} U U a
= LU LLI
LU
co Z
O
O
rn rr a
U
Z
O
a-
U
U
w
0
U
Z
O
w
OF
}
m
w
a
0
0
z
4 ��,LTH Op t,
9-7
o9
Jimmy L. Taggart
Lio. No.
22841 n
�0,o 07/07/2022 lbw
EgS-axAL ECG
Zz
O_j
0-
z
g
LLJ
0
Cl)
O
C.)J
Q
g
O~
z
�
DATE:
07 JULY 22
SCALE:
1" = 20'
JOB:
18.0025
SDP:
SHEET:
8 OF 20
/
MATCHLINE - SEE SH T 8�
/
/
TMP 61-171 /
N/F STRUMLAUF,
s ...... • • • .. v ...... • • • • PROPOSED STEI/EN OR SON/A FOX /
\ \ INTERSECTIQN ......28-- SIGN...... o.............................w ..............
\ 6+. ..w...••_.••..•• OB 672 PG 165
... .... .... .... ..
STA:0+35.13,•,•,' I, _�, , , , , �, , , , , , , , , , , // RETAINING WALL RESIDENTIAL
\ 0.............................
.... .Q............................ ZONING . R4
................................................ .
1.90 ACRES
I / ....,s� ......... PROPOSED /
1 / / \ ... .... .. ... °.
RETAINING WALL
°
I -
........
I / ` '..�..'....' TREET
' ' NAME SIGN IF
/
/
0 1008 �
CD
\ �a 6an I
C v '
ESL, v v 1a a x 571'43'17 E \
i
427.58'
D
PROPOSED
O R RETAINING WALL A-
/
\ ALBEMARLE COUNTY GIS �
\ \ \ STEEP SLOPE AREA ,
\ \ /\ \ \ \ \ PROPOSED PROJECT TREE
\ I PRESERVATION AREA
35
IN
o - in GO U S ACES ...®..,.•........... -
Y ....:.' zo 37 36
/ .. .. m 38 20 ' .... ....
�r ......... w ...........
co 39 b .'.'.'.'.' .'.'.'.' PROPOSED
a N `..... RETAINING WALL
d O
.� N0' .... ....
..... ..... cli
SIDEWALK (TYP); . ......... ....... /
II I \ .. ...... .............\.........gyp
Q� ...To .... Pu$�!G'RQAQ tAi.'.'.'.'.'.'.
a 1 I TMP 61-170
1 / I N/F CHARLOTTESV/ILLE l SOCCER l
WALDORF SCHOOL INC / FIELD /
DS 4202 PG 453
ELEMENTARY SCHOOL
1 / I ZONING: R4
\ 13.87 ACRES
I ' \
CRITICALAREA
PRESERVED
I f
1 I I I \ I
1 \
I 1 \ \ WOVEN WIRE \ I \\ 0�0� 1 I
1 \ \ FENCE \ I \\ N 0P
' I 1 I
I I 1 \ I
I
I 1
1 I 1 I \ \ I \\
I I I 1 \ >c to \
I 1 1
I \1
1 \
1 U,
V A
1000
IF
EX.
/
BUILDING
\/
0
CISTERN 0
0
��
®
\
a
\
/
\
/
/
EX.
BASKETBALL
/
COURT
/
/
\
1 1 20 40 .1
1
U
a
N N
W W �
GNU
U'(j)
O
Z_ J o7
Y
p
J >
g<w0
o
u�
K¢
W
Fr
O�
O U
a_
fr
¢ _
O co
w U
U Q
zir
m
ir
O
Lu
W Z
N
d W
�
Ld N
a
Uao
Jvj
J m
U »
0
} U U a
= W W W
Z
OELU
O
rn fr a
Q
2
U
Z
d
U
w
Lu
0
U)
z
O
w
OF
W
w
a
0
0
z
PI,TA Op
��Jimmy L. Taggart
Lic. No.
22841
1p0,o 07/07/2022
4S-JONAL ECG
Zz
O-1
0-
Z
g
w
0
v)
o
U
J
g
Oz
DATE:
07 JULY 22
SCALE:
1" = 20'
JOB:
18.0025
SDP:
SHEET:
9 OF 20
460_ S72°Jell
ljL
1, 045-� TO 10HN RIO ROAD E.
WARNER PYWY. JO' PRESCRIPTIVE AND _/ 2 100.11 "
VARIABLE WIDTH R/W NOS 2370"W \ `-
\(TBR)
N085915"" CMP
'35"W s4.so' \ - - -
_ 470
,:T474.0
� \
-- _� - --\ �� TW 47.
_47
M- BW 470.5 f- -472
�
L H=4.5'
-468 ° -
°75.0'
r1 I ° °.. ° v .v .r v. : oa'. 'o ... v. ... a : °. .. ° o_ BW 470.0 °
II I I II I I I I rl-�I 1�1 I I I 466- - -' ° - - ° - -468 v. "°\ .. ..v0,' v: v' ° v- - 474 H=5' \
_ 20' SETBACK o • 20' SETBACK y \
TW 454.7 466- � BW 466.0 \
I \
_ . = BW 459.7 H=10' I II
"- H=5' I I I �-� I \ I I I I I® z4'SweL \ I
I I I I I-
�464-
CM
' _
1 BASE:455.70 3 BASEt 5.70 8 487 7a BASE:46B.70 Y Y 7 8 9 10 11 12 / 13 4
BASE: 4.70 FF: 467 70 U U / \
' W FF:485.70 B FF:466.70 �; g67.70 FF:488:70 \ �- BASE: 466.00
FF: 466.70 Q I Q BASE: 450.00 SEz4 2:00 BASE:465.00 Q
i - FF: 464.70 BASE:463.00 BAS .464.00 U : \
+ y � - BASE. 46127D� BASE:462.00 FF: 475.00 I [O '�((�� ' 462- \ [0 [0 FF:476.00
/ V 0 (n v/ I \ W FF: 470.00 FF:471.00 W I y 4 I 1 V - ON
I_ FF: 472.00 �:47200 FF:473.00 \ '.4 .00 \
u� u� \ \ \ \ ^ J
\ \
/ EX.
BUILDING
I--
%
/
o BW 473.6 / R TW 473.6 m /
Ne PUBLIC ROAD 'B' \ \ I
/ 1 \ BW 467.2 co I rN
�5p � \ � \ \ �� \ \ 469 H=5
lcj
I
to -444 �5 - 23 22, 21� 20 \` 9 \\ 18 I 17 I 16 15 /� :. ;� .
/
/ v \ Y 0 BASE: 45 .60 BASE: 456.60 BASE: 57.60 BASE: 458.60 I BASE: 459.60 Thy 470.2 m F / A^ '
BASE:447.50 Y BASE:453.60 BASE:454.6
E 448.50 BASE: 449. BASE: 450.50 U . 466.60 FF: 7.60 FF:468.60 FF: 469.60
gp` (� Q FF: 465.
/ I I �E,F:457.50 FF: 458.50 FF: 459.50 \ FF: 460.50 d( m FF: 463.60 FF: 464.60 1 I 1 r w J ��
Lu
\ v
\ I I , \� TMP 61-171 \ /
� � � NSF STRUMLAUF,
-� F� / ST OB 6072 PGO� 65 FOX l
RESIDENTIAL
ZONING.' R4 ` SHED
1.90 ACRES \
ALLEY
010
v
� /
II I BW 462.0
H=S,
/
444
7I Al
/
N 30 /31 32 �33 34 Q<c/�I / QJ�
26 27 2 29
BASE:Y38.50 1 co
/ Q�2 BA E: 437.50 FF: 4 50 BASE: 39.50 BASE: 440.50 BASE: 442.50 BASE: 443.50 BA4:445.50 SASE: 445.50 BASE: 446�0 s � °
FF 7.50 I FF: g49.50 I FF: 450.50 :452.50 ' FF: 453.�0 FF: 455.50 / FF: 455.50 FF: 456.50
cd
to
PARK /
/ 440 I I I
I�
c1l co
>7 l I I I I I I I o
I _w \ cpn 8 I v
43 I I I 35 mJ sO
FF. 443.30 \ - I V , .. s 1 N \
� 20 0 20 40 60
\ 4 I 39 134 37 M< 136 \ I 1 \ / / SCALE:1`20'
/ . 441.30
436.2 FF: 43 .20 FF.438.40 U (q \ 1 \ /�
Y I \ 1 In \ \ A 1
i..i MAT�LIN= SESHEET
U
a
N N
wrng
GNU
U
-'
O
U
,5 J m
Y
ZUco
J > �
g�w�
u�
K�
�Lu
Q0�
O�
Ow U
frZ
M
¢_
U U
w U
U
J _
Z
ZU
m
�
,U
o�
U)
w Z
fr
N
fr
d w
rn
Lj N 0
aco
Uao
�
� r
J J m
Lj
U »
0
} U U a
= LU
cn 9 Z
O
O
rn � a
Q
2
U
Z
a-
U
(n
w
0
z
z
O
w
or
}
w
w
a
0
O
Z
PI,TA Op
��Jimmy LTaggart
U Nio.
ilp0,o0702022w
EEC
Zz
�
0
a
L 1 I
J
O
U)
ZFD
U
Q
Q
O
z
�
DATE:
07 JULY 22
SCALE:
1" =
20'
JOB:
18.0025
SDP:
SHEET:
O OF 20
m�~ \ 35
FF:443.30 AB \ MATCHLINE - SE SKEET 1
/ a 39 I 381 37 FF: 44 30 g \ \ �
/ \ m I \ \
/ W FF:438.20 :437.201 FFF���''' 438.20 \ AF
I , / I \ I I
A c7
_
N 7 STRU �71
UF
BLIC OAD �°' BW 444.0 \ \ \ \ STET/ N OR SONA Fox \ \ \
\ \ \ \ "o TW 449.0 \ \ \ OB 6�2 PG 16� \
\\ �� n� \ \ v° /H-5 \ \ �� \ \ RE /DENTIAL
r \ \ 6+28 70 60 \ �� 3. o ZONG: R4 I \
in � TW 447.5 1 1
° h /
s n
I
Icol\ /
I , _
I \ 430 \ \$o \ \ \ \ ,008 F \ I I \I \ \ \ \ / \ I \
428 \ \ TW 439.0 / l
426; � HW5423.8
w
,l / TPs1-6C\Q
/ ESL, \ \ \ \ \ I \ \ \ hhY• rn S71'4�'17'E
H M S D T L \ �\ \ \ \ oo {{v c \ 427.58'
D 16 1 P - 74 N \ \ \ \ �. h41. all(� 1 " / I
t/ C A� N \ \ of � �.'hh000 \ 4 /} 451.1
BW 441.9
A R S \ \ \ \\ \ I \ C 4" oo \ m H=9.2'
• \ \ TW 438.5 TW 445.9 � � \
V\ A \ I I V AV/—\ A
\ \ \ \ \ A\kMARLE COUNTY UIS \ I V / BulLD1NG \
\' \ \I \ \ \ I I \
3`TEEP SLOE
°
® CISTERN
\ ® \
I
\ \ \ \ \ \ \ \ \tROPP SED fjROJEt N E—
\ ` \ FiESE UATIQN
\ \ 1\ /
Tit HP R -17Q / / I / / I
N F HARLOTTE I/ILLE \ x. Ex.
I I \ SO CER BASKETBALL
I WA DO F CHOO INC FIELD / COURT /
J \ \ \ \ I II 1\ \ I \ 1 I 1 \\ \ \ I I \ \ I I I I 1 I \ \ I I �B 4202 PG 45 5
\ I \ \ \ I l I EpEMTTA Y S HOOL
\ 11 \ \ II I \ \ \ \ 1 \ I \ \ 1 1 \ \ I I 13{j87CR \ \ l l l l /l I
11 I I I \ I \ ITICAL A
I 4 \ \ \ \ PR RV A \ \ I v I \ \ l / / / / \ L \
I I I I I
r____
OVEN WIREI
INCE
\ 1 I I I I I I I I I 1 \ U) \\ \ \ \ \ \ \ \\-
I
\ \ \ \ \ 000 \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ 20 0 20 40 60
SCALE: 1"=20'
U
a
N N
W W �
ENO
U Q
Z J m
0
K�
Q°�
O�
Ow
U
�Z
¢M_
O U
w U
U Q
Z O
m
oir
W Z
rr
N
tr
a_ W
rn
LLi N
a�
Uao
�
� r
J J m
U
0 t
} U U a
= W W W
U Z
O
O
rn tr a
Q
2
U
z
U
Lu
w
0
z
z
O
w
or
W
w
a
0
0
z
Pt,TA 0p
Jimmy L. Taggart
Lic. No.
e
07/07/2022 ti
V. ESSIO'TAL CG
Zz
<
O
n
lJ.
z
1 1 I
J
O
"'
z
Q
U
Q
O~
z
�
DATE:
07 JULY 22
SCALE:
1" = 20,
JOB:
18.0025
SDP:
SHEET:
OF 20
U a
N N
W W �
ENO
U
Z J m
0 JY><
GO z0(D g�w0
v1
K¢
�Lu Q0�
O w U M
O� frZ ¢_
O U w U
U ¢ m
Z
O O
r� j
V v7
Lu
LLZ
N
� lr
a_
w N
¢
OU}J W ¢> O
Jm
O>U co
'rtU ww =w
o coz
rnOa fr
2
UIr
��O�D
GJ��2
on9Jigartn�0lbwG
v
z
O z z
75 g g
III a_
O`�
U
Q
z
O
rr
Z
O
a
U
(n
w
0
z
O
w
m
m
w
F-
0
0
z
DATE:
07 JULY 22
SCALE:
1" = 20'
JOB:
18.0025
SDP:
SHEET:
I , \
I I I I I \
I I I I I I \
I I I I
I I I I I
I I I I
I I 1 \
/
/
/
/
/
/
/
/
/
I \ PROPOSED 20' /
` SAN. SEWER
\ V EASEMENT
I
\ 1
/ \ S71'43'17'E \ /
` `o \ I 43 42758'
—=00\ I 42
cn \ om 41
\
\ I 40
\ \ \ \ \\ \
ALBEMARLE COUNTY GIS \ i / BUILDING
\ 10
®CISTERN 0
®
\ /® ® PROPOSED PROJECT TREE �
` ` \ PRESERVATION AREA
N 1 �A-
---
EX.
\ I I
EX. /
SOCCER
ER BASKETBALL 1
I 1 I I N / FIELD / / COURT
I l i
\
CRITICALE
P S RVED I
I
I I \ \ WOVEN WIRE I \�` I 1 \ \
I \ \ FENCE \ I \ U) I \
I I \
I I
\ I
I I 1
I 1
I I
LEGEND
STORM PIPE
1 \ \
O STORM MANHOLE
1 \ \ \ CURB INLET
\ \ $ SEWER PIPE
\
1 \ \ 0 SEWER STRUCTURE 20 0 20 40 60
\ \ N \ \ WATER LINE
SCALE: 1"=20'
MATCHLINE - SE HEET 14 0'7
W
38 L Lu 35
36
37
I
PUBLIC ROAD'A'
U
a
N N
wrng
ENO
UQ=
U'�
OJ
m Z J
Y
>
g�w0
0(D
v)
K¢
0)Q
O�
Ow
U
�Z
¢_
O U
w U
U
J z
U
m
Zir
O
V
U
F7�1
F►�+i1
LL Z
N
a
o w
�
�
Ld N
a
Uao
�
� r
J J m
U
0»
} U U a
=www
co Z
O
O
rn fr a
Q
2
U
z
a
U
w
Lu
0
co
z
O
0)
w
OF
m
w
a
0
0Luz
PI,TA Op
9'7
Jimmy L. Taggart
Lic. No.
22841
�0, 07/07/2022 \�ww
ESSrONAL E;G
U)
z
O
z
gLLJ
z
g
~
U)
w
O
J
E
U�
Q
J
z
O
CE
DATE:
07 JULY 22
SCALE:
1" =
20'
JOB:
18.0025
SDP:
SHEET:
OF 20
MATCHLINE - SEE SHEET 13
I
V �
STREAM
C I
/ PER COUNTY V'k
A, I
\ I \ cn I \ \
I � I \\
\ 1 \
/ \ I \ I �j ........ .
TMP 61A—O3—Bl
N/F COUNTY FVj LBEMARLE I ./. . . . . .
I. . .
ZON/ \UN
EX. SANITARY SEWER 1.71 ACRES
MANHOLE
/ \ EX. SANITARY SEWER .. x
\ / MANHOLE I I j \
\ S S S S EX. SANITARY SEWER / I \
\ \ s� s I I./
s
S s
100 YEAR \ \ I \
FLOODPLAIN PER\ / \
COUNTY GIS
I ®�\
-------------
\ / \ 20 0 20 40 60
/ i \ SCALE: 1"=20'
U a
N N
W W �
GNU
co Q
UZ d J m
OJ Y > �
ZO o g�w0
K
0)
Lu ¢
�Q0 3i
Ow =0C
U
O� Q- ¢ _
fr
O U w U
U Q m
Z U
�
co >
u-
N
a
o 0)
w N
aUao
� � r
J J m
U 0 U t
} U W
=ww
O co r z
O
rn c a
a
U
PI,TA Op
��Jimmy L. Taggart
Lic. No.
22841
�O� 07/07/2022 ti�ww
ESSIONAL ECG
z
0 z z
ga_
LLJ
L
W
O
Q
U
z
O
z
U
(n
w
0
z
O
w
OF
w
a
0
0
z
DATE:
07 JULY 22
SCALE:
1" =
20'
JOB:
18.0025
SDP:
SHEET:
v � �/ � �� \ 1 �� ��- �f ✓ ~- —� � ! � � � � UGT �n / \ J i
UGT
UGT
GT — U
\, UGT
\ \ J � UGT
UGT L -' \4 / MB
J »> CCC � UGT � UGT — UGT UGT UGT + � \
_ S. R. 611
1, 045-1 TO ✓OHN RlO ROAD E. / —' D J
WARNER PKWY. 30' PRESCRIPTIVE AND
VARIABLE WIDTH R/W / �-
— — —M— _ _ �_ \ 25R ---... \ -OH- OH OH X
— • � OH �- OH /
dt OH OH OH OH OH OH �- OH -� -- \ 1 i
OH -ON OH OH
OH011 OH H PH
s ' �° ... D a UP % \. / °. b e ., .. __ \ GWAx3
- I 20' SETBACK FOM ROAD S/%� a 20�E I»K ~ \ \ I
/ 1 2 3 4 �5 6 Y Y 7\� 8 9 �10 11 12 13 4
(j) vw �� IIY o I / �/� -
L / /\\
Ex.
UP Z� l l
' \ + BUILDING /
Q Q Q
8„ SD N,6 —}— � � \ cN\ � B\SDR 26
NVj 3+2o — _ PUBLIC ROAD'B'
_ +
12+00 \ \ \ 11 +0 \ \ 0
' � I
I I \
1
I �
/ \21- 2 � 9 18 I 1�7 16 15 ) I a-
..
Y I
25 24 23 22 Y
N U I J /
Lu
Itu-
TMP 1-171 \\ /
N/F STRUMLAUF,
STEVENOR SON1 ' \ DS 6
RESIDENTIAL V � Ex.
ZONING: R4 ` SHED
N / SDR 2 q SDR 2 \ / 1.90 ACRES \ _
UP ��
I /
/ s+00 ALLEY ♦ I
� � I +00 I ` ♦ 4+ LEGEND
/ / r r' l/ \ I I I I I / �♦ I 7 I /} I I o ALLEE LACEBARK ELM
"IX1 l N I
8
QI
r ' �g I 2� I2g
/29/ /30� �31 3 �33 34 Q�=I % / I \ I WILLOW OAK
SKYLINE
,' THORNLESS
HONEYLOCS
/
/ �R 2 / / / I 18" R26
i I I
i' r / I I I I I I I z I 7/�N I I / ❑o BRANDYWINE RED MAPLE
I I I I I°LL I l
� I
35 U43/ 1 / 1 I J / 20 0 20 40 60
I Icl) 7 I 7\ / SCALE: 1"=20'
w w
/ 39 I I 3�1 M� H L� —� SHEET
—
°
\ \ a \
a\
°
°
\
U
a
N N
W W �
ENO
U
d
OJ
Z J m
Y
> �
g�w0
0(D
u�
K¢
�w
<�
O�
O U
fr
¢ _
O U
w U
U ¢
Z O
m
r�
O j
V
�
Frl
Fh�+i1
LLL'L Z
N
a_ w
coU
Ld N
¢
clj
¢ o
>
� r
J J
U
p»
} U U a
= Lu Lu
CO
O
O
rn fr a
2
U
Z
O
d
Ir
U
U
w
0
z
z
O
w
OF
}
W
w
a
0
0
Z
��OI,TA Op
Jimmy L. Taggart
Lic. No.
22841
07/07/2022
ESSIONAL ECG
Zz
Q
O
z
a—
Q
DLLJ
I�i � I
a_
O
/�/
V J
C�
U
Q
Z
O~
1
z
�
DATE:
07 JULY 22
SCALE:
1" =
20'
JOB:
18.0025
SDP:
SHEET:
150F
20
I w w \ \ 35 \ \ \ A
0
�MATCHLINE - SEE SHE 15
\ I I
\
\ I 9 38137
\it
T
� 5
6+2� 6+00� \ IC F�OAD r \ / \ \ \\ \ \ STEOB 6\72 PGN76�5FOX
\ \ cV a \ \ \ \ ZOMNG.• TR4
1.90 ACRES
oo SO 26
T/61ESLC
4 \ 4
\ ` ALBEMARLE COUNTY GIS \ \ \ \ I \
\ \ \ \ STEEP SLOPE AREA \ \ l l \ I I I I \ \ \ _\ /� BUILDTIdCC�D
G\ �
o
REE 1
\\ /
` \ PROPOSED PROJECT p
T y \ p asrERN O _ \
\ \ \ \ \ \ \ \ \ PRESERVATION AREA \ I \ 1 / ( I 1 I I I I I ' / / \ \
\ a \
\ \\ \ \ \ �\ \\ \\ —
\��
\
\/
\ \\ � � � i �\ \ \ I \ �• I W I I I I —
\
I II EQEM
�
� PG3 /l /l II/l BASKETBALL
I
WAD0 5G FIEiCCOURT
Lo E20
ySHOOL
NIZ.RC
%
\ \ I 1 I \ \\ \ \ I 113187 �RL�
I \ \ I \ \ \ CRITICAL AREA
1 I I I I I I I PRESERVED
LEGEND
ALLEE LACEBARK ELM
I I
IN
WILLOW OAK
\ \ 1 \ \ I I I
CIA \ \ \ \ \ \ \ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / — SKYLINE THORNLESS
I \ 1I \\ \ \ \ \ \ \ \ \ \ \
HONEYLOCUST
u')v
1
BRANDYWINE RED MAPLE
I < < III vI v vim, ,� v vvvvv��vvvvv vvvv v v v ` v �`v `v
20 0 20 40 60
SCALE: 1" 20'
U
a
N N
W W �
5NU
V) Q
a:U '
d
O
Z J m
Y
En
o�
J
�Wo >
En
K�
��'
w
Q°�
O�
O U
10Z
= 0 C
¢_
U U
w U
U
J Z
z U
m
Otr
Lu
W Z
N
d
a-w
LLi N
a�
Uao
>
� r
J J m
U »
0
} U U a
=www
Inez
O
0
mtra_
a
U
Z
O
co
w
Lu
0
rn
z
O
0)
w
or
W
w
a
0
0
z
PI,TA Op
��Ji/iMMY L.Taggart
Lio. No.
2284' n
�o,, 07/07/2022 lbw
ESSIONAL ECG
Zz
Q
O
z
IZ
Q
a
W
a_
O
U)
U
U
Q
z
O~
z
�
DATE:
07 JULY 22
SCALE:
1" =
20'
JOB:
18.0025
SDP:
SHEET:
60F 20
I
DRIP LINE
PROTECTIVE DEVICE
A
MAXIMUM LIMITS OF
CLEARING AND GRADING A
PROPOSED GRADING \
r r r
rrr r r r r
r/001
r
�r
MIN. 5'
M
war WHERE DRIPLINE
IS LESS THAN
5' aritaryst
CONSTRUCTION OPERATIONS RELATIVE
TO THE LOCATION OF PROTECTED TREES
Source: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976
r7P"""""i11llIiTREE PROTECTION
NO SCALE
REINFORCED RUBBEI
HOSE, ARBOR TAPE,
NYLON WEBBING
Plate 3.38-1
'RUNE DEAD OR DAMAGED
3RANCHES. DO NOT PRUNE
,ENTRAL LEADER.
2EINFORCED RUBBER HOSE,
\RBOR 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
REMOVE STRINGS, WIRE, BURLAP
FROM TOP 1/3 OF BALL
ON UNDISTURBED SOIL
DECIDUOUS TREE PLANTING DETAIL
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.
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
LEGEND
n ALLEE LACEBARK ELM
County of Albemarle
Conservation Plan Checklist -To be placed on Landscape Plans
(Handbook, pp 111-294-111-297 for complete specifications)
I. The followine items shall be shown on the plan:
El Trees to be saved:
21 Limits of clearing (outside dripline of trees to be saved is
® Location and type of protective fencing;
0 Grade changes requiring me wells or walls;
0 Proposed trenching or tunneling beyond the limits of clearing.
2. a s:
Ia All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators.
® No grading shall begin until the tree marking has been inspected and approved by a County Inspector.
3. Pre -Construction C'onfercnce:
U Tree preservation and protection measures shall be reviewed with the contractor on site.
4. Euuioment Operation and Storage:
0 Heavy equipment, vehiculartraffic and storage of construction materials including soil shall not be permitted within the driplines of trees
to be saved.
5. Soft Erosion and Stormwater Detention Devices:
® Such devices shall not adversely affect trees to be saved.
6. Fires:
0 Fires are not permitted within 100 feet of the dripline of trees to be saved.
7. Toxic Materials:
Ia Toxic materials shall not be stored within 100 feet of the driplinc of trees to be saved.
8. Protective Fencine:
® Trees to be retained within 40 feel of a proposed building or grading activity shall be protected by fencing.
0 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction.
9. Tree Wells:
0 When the ground level must be raised within the dripline of a tree to be saved, a once, well shall be provided and a construction detail
submitted for approval.
10. Tree Walls:
0 When the ground level most be lowered within the driplinc a mac to be saved, a true wall shall he provided; and a construction detail
submitted for approval.
11. Trenchine and Tunneline:
® When trenching is required within the limits of clearing, it shall be done as faraway from the hunks of heart as possible. Tunneling
under a large nee shall be considered as an alternative when it is anlicipmed that necessary trenching will destroy feeder roots.
12. Cleanup:
E3 Protective fencing shall be the last items removed during the final cleanup.
13. Damaged Trees:
0 Damaged trees shall be treated immediately by pruning, fcuilization or other methods recommended by a tree specialist.
NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION
CONTRACT PURCHASER SIGNATURE (DATE)
5/1/06 Page 1 of 1
STREET TREE REQUIREMENTS
@ 1 TREE / 50 LINEAR FEET FRONTAGE
PUBLIC ROAD A
449 LINEAR FEET OF FRONTAGE / 50 = 8.9 * 2 = 18 TREE REQUIRED
18 TREES PROVIDED
WILLOW OAK PUBLIC ROAD B
240 LINEAR FEET OF FRONTAGE / 50 = 4.8 * 2 = 10 TREE REQUIRED
10 TREES PROVIDED
SKYLINE THORNLESS
HONEYLOCUST
BRANDYWINE RED MAPLE
TREE CANOPY REQUIREMENTS
20% TREE CANOPY REQUIRED
TOTAL SITE AREA
= 4.36
AC
(189,829 SF)
OPEN SPACE
= 0.39
AC
(16988.4 SF)
NET SITE AREA
= 3.97
AC
(172,933.2 SF)
TREE CANOPY REQUIRED = 31,025 SF (20%)
TREE SAVE AREA = 5,519 SF (4,415 SF * 1.25)
PROPOSED TREE CANOPY = 25,754 SF (16.6%)
TOTAL TREE CANOPY PROVIDED = 31,273 SF (20.0%)
PLANT SCHEDULE
KEY
QNTY.
BOTANICAL NAME
COMMON NAME
SIZE
NOTE
10-YEAR TREE COVERAGE
I AREA (SF)
I TOTAL (SF)
Canopy Tree
AR
12
Acer rubrum "Brandywine"
BRANDYWINE RED MAPLE
2.5" Cal.
B&B
452
5424
GT
16
Gleditsia triacanthos inermis "Skyline"
SKYLINE THORNLESS HONEYLOCUST
2.5" Cal.
B&B
481
7696
QP
14
Quercus phellos
WILLOW OAK
2.5" Cal.
B&B
419
5866
UP
16
Ulmus parvifolia "Allee"
ALLEE LACEBARK ELM
2.5" Cal.
B&B
423
6768
TOTAL
25,754
U a
N N
W W �
N O
U
Z -1m
O :::1Y -1
ZU(D g�w�
tD
K�
m Q
U w M
U
O� �Z ¢_
U U w U
U Q m
J Z_ �
r� zf
V >
V/ C/)
Lu
ITI LL Z
�F►�/+/��i1a N
rs rr fr 0)
d w N
aLLi(n
� Uao
� � r
Yam+ }JJ0
=ULD'
U ww<=L�w,
O Co Z
0
m t Y d
Q
2
Uco
��O�D
GJ��2on9��Jiiartn�OlbwG
rn �
C J
z o
O z 06
� g W
O
� z
U) z
OQ
U
z �
O
U)
Cq
J
z
0
a
U
U
w
0
z
O
w
m
m
w
a
0
0
z
DATE:
07 JULY 22
SCALE:
N/A
JOB:
18.0025
SDP:
SHEET:
170F
20
I I I
I
I I
I
\ \ EX.
BUILDING
C \ /
/
/
/
/
/
l EX. l /
SHED /
/
i\
20 0 20 40 60
S ALE: 1 "=20'
r
MATCHLINE - SEE SHEET 19
U
a
N N
W m M
ENO
UQ=
UZ
d
O
J m
J
p
g�w�
o
O
O�
a- Z
0
a_
w _
O0)
WO
U Q
Z U
m
O>
0
ui
u- Z
N
fr fr
D ca
0)
N to
Q
Q O
>
CO r
CO ui
J
J m
U
O»
} U uj a
=WWw
� Z
0
d
O
m Ir d
Q
2
U
Q
4,r�c7
my L. TaggartLic. No.
407�07/2022cll ww
rSrONAL E�_
v J
z
Q
Oz
o
g
o
75
III
L:
J
co
OQ
Q
U�
z
z
O
o
m
rr
DATE:
07 JULY 22
SCALE:
1" =
20'
JOB:
18.0025
SDP:
SHEET:
180F
20
MATCHLINE - SEE SHEET 18
I
/
/
/
/
EX. // SOCCER
FIELD
/
/
EX.
BASKETBALL
COURT
EX. /BUILDING
1 1 20 40 .1
1
U
a
N N
wrng
ENO
m ¢
U
-'
O
Z d J m
J
Zp"Co
g�wc
D
O
rrw
<�
O�
OU
r Z
<
w_
O U
w 0
U ¢
ZU
m
O
>
LLZ
N
0
o w
0)
N
¢
co c\j
¢ O
J J m
UO>c't
} U U a
=www
U z
O
w
O
0)9
rn Ir a
2
U
Z
d
Ir
U
[n
w
0
z
O
w
tr
}
m
w
0
O
Z
�Pj,TA Op 17�
9-7
Jimmy L.Taggart
Lic. No.
22841 sv4
�OFE 07/07/2022,,, `w
SSIONAL E
V )
z
Q
Oz
Q
o
g
�
a-
o
III
L:
J
co
OQ
Q
U�
z
D
O
m
DATE:
07 JULY 22
SCALE:
1" = 20'
JOB:
18.0025
SDP:
SHEET:
OF 20
-
1
I,
I
I
I
'p y\ I 1
1
;T=
��
pG�E � BIGHT {9+00
1
--
v—DIgTANCE
12+00
��— —r
��
50��
��---
�\
�?0
NosSw
- — —
ROAD
7+00�
�—r�
w
S
— -RIO
14+00A6+0
p
N `
~ / '
' i •: a e y . 5�+
823 . w \ I _ v '
— ./
v N — — — \
V
14
510
510
505
505
500
500
495
495
490
490
485
485
480
480
475
475
470
470
ea
465
465
460
460
455
4f
455
450
450
C
O
01
O
N
O
�
O
�C)
OLf)
0 —
L0 O
O_
N
O
O
cL
N
N
O
N
Cy
L6
CO
L
CO
Co
CO
N
CO
06
CO
N
CO
O
N
N
N
N
A
O O
c6
(6
N
O
06
Q6
9+80
10+00
11+00 12+00
13+00
14+00 15+00 16+00
17+00
18+00
19+00
20+00 20+20
SIGHT DISTANCE
LINE PROFILE
H:1 "=40';
V:1 "=20'
VERTICAL SCALE
20 0
20 40 120
SCALE: 1"=40'
HORIZONTAL SCALE
40 0
40 80 120
SCALE: 1"=40'
U a
N N
W W �
ENO
U
Z J m
0 Jy><
0(D g�w0
v)
K¢
�Lu Q0�
O w
U
O� a_ ¢ M
_
fr
O U w U
U Q m
Z O
r� O j
� V
Frl LWL Z
F►�+i1 N
� lr
a_
w Ld N
a� U)ao
� � r
J J m
UO>cco
} U U a
=www
O U Z
O
rn fr a
a
UIr
OF
PI,TA Op GJlp0r'G
on7
9
��Jiim//my L. Taggart
Lic. No.
22841 n
�O� 07/07/20
v22 lbw
ESSrONAL ECG
/ w
zJ
O z o
� g
Lu
w z
`�
~
OQ
Q
U
O 0
rr U)
Z
0
U
W
0
z
O
w
W
W
a
0
0
z
DATE:
07 JULY 22
SCALE:
AS NOTED
JOB:
18.0025
SDP:
SHEET:
2 O OF 20