HomeMy WebLinkAboutSDP202100077 Plan - Revision 2022-01-11vi
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VIRGINIA
SETBACKS AND BUILDING
HEIGHT C-1 COMMERCIAL
ZONING DISTRICT
1RY2020
aeemane Coanly, vA Code or 0 ifaoces
Sec. 4.20-Setbacks and stepbacks in conventional commercial and industrial districts.
Setbacks and stepbacks shall be provided as follows:
a. Conventional commercial districts. The following shall apply within the C-1, CO, and HC
districts:
Setbacks
Front -Minimum
10 feet from the right-of-way or the exterior edge of the
sidewalk if the sidewalk is outside of the right-of-way; for off-
street parking or loading spaces, 10 feet from any public
street right-of-way
Front -Maximum
30 feet from the right-of-way or the exterior edge of the
sidewalk if the sidewalk is outside of the right-of-way,
provided that this maximum setback shall not apply to any
structure existing on June 3, 2015 and to any structure
depicted on an approved final site plan that is valid on June 3,
2015 as having a front setback greater than 30 feet; none, on
any lot, including a corner lot, abutting a principal arterial
highway or interstate
Side and Rear -Minimum
If the abutting lot is zoned residential, rural areas, or the
Monticello Historic district: (i) no portion of any structure,
excluding signs, shall be located closer than 50 feet from the
district boundary; and (4) no off-street parking or loading
space shall be located closer than 20 feet to the district
boundary.
If the abutting lot is zoned commercial or industrial, any
primary structure shall be constructed and separated in
accordance with the current edition of the Building Code.
Side and Rear -Maximum
None
Figures
Figures 1 through 6 are for illustration purposes only. If there is a conflict or inconsistency
between a regulation in section 4.20 to which a Figure pertains and the Figure itself, the
regulation is controlling. In addition, Figures 1 through 6 merely illustrate specific requirements
and do not show all applicable requirements of the applicable district regulations.
Figure 1
Figure 2
Sec. 21.4 - Height regulations.
Except as otherwise provided in section 4.10structures may be erected to a height not to
exceed 65 feet. The minimum stepback requirements for any story that begins above 40 feet in
height or for each story above the third story, whichever is less, in height shall be as provided
In section 4.20.
(4 20-21.4, 12-10-80; 9-9-92; Ord, 15-18(4), 6-3-15; Ord, 11171(-1818(4)_, 8-9-17)
SDP202100077
A MINOR SITE PLAN AMENDMENT
TO PREVIOUS SDP202000062
FOR DS TAVERN
ALBEMARLE COUNTY, VIRGINIA
LINEAGE JOB #19066
INDEX OF SHEETS
DESCRIPTION
SHEET NO.
VICINITY MAP
(SCALE 1:2000)
FIRM INFO:
Lineage Architects, P.C.
P.O. Box 991
SITE 98Lee Highway
Verona, VA 24482
Phone: (540)248-3771
Fax: (540)248-1628
Email: info@lineagearch.com
ENGINEER NAME/SEAL:
TH OF
wWA
UJONATHAN F. GARBER>
TITLE HEFT C-01 No. 038568
GENERAL NOTES .............. C-02 01/10/22fl
SIONAL E��S
EXISTINGCONDITIONS.................................................................. ............... C-03
EXISTING ZONING, SETBACKS, AND EASEMENTS ................................................... C-03 A
OVERALL SITE PLAN C-04
LANDSCAPING PLAN (BY OTHERS) .. .. .. .. .. .. .. C-04 A
SANITARY SEWER PLAN ............................... ................... ...... C-04 B
SITE LIGHTING PLAN ............................................... ................ .................... C-04 C
SANITARY FORCE MAIN PROFILE ...... ..................... ............... C-04 D
WONN 1 ■ ♦,1 ■ ■ 1 ■ ■III ■ ■ ■ 1 k ■ 1 • ■ ■ 1 k 1 1 ■ 1 ■
XIMA
HANDICAP PARKING LAYOUT & CONSTRUCTION DETAILS C-06 A
LANDSCAPING DETAILS ................ ..... C-07
GENERAL PROPERTY INFORMATION
PROPOSED USE: BUILDING ADDITION FOR 3100 S.F. OF OFFICE SPACE.
9 ADDITIONAL PARKING SPACES.
OWNER: IVY ROAD RE LLC.
1. TAX MAP : 059000000015AO
2. ZONING:
a. PROPERTY IS SPLIT -ZONE C-1 COMMERCIAL AND RA RURAL
AREA
b. PROPERTY IS LOCATED WITHIN THE ENTRANCE CORRIDOR
OVERLAY DISTRICT
c. PROPERTY IS SUBJECT TO PROFFERS PER ZMA198400026
d. PROPERTY HAS CRITICAL STEEP SLOPES
3. MAGISTERIAL DISTRICT: SAMUEL MILLER DISTRICT
4. WATERSHED: SOUTH FORK RIVANNA WATER SUPPLY WATERSHED
5. THE PROPERTY IS NOT LOCATED WITHIN THE ACSA
JURISDICTIONAL AREA AND DOES NOT HAVE ACCESS TO PUBLIC
WATER/SEWER.
6. DATUM REFERENCE: BENCHMARK AXLE 1534.90'
PROPERTY INFORMATION FOR TMP 59-15A1
OWNER: IVY ROAD RE LLC.
1. TAX MAP : 059000000015A1
2. DB REFERENCE: 5123/91
DESIGNER:
LINEAGE ARCHITECTS, P.C.
ATTN: JON GARBER
P.O. BOX 991
98 LEE HIGHWAY
VERONA, VIRGINIA 24482
PHONE: (540) 248-3771
DEVELOPER:
704 CAPITAL, LLC
7
SIGNATURE PANEL:
DEPARTMENT OF COMMUNITY DEVELOPMENT:
PLANNING & ZONING
ENGINEERING
INSPECTIONS
ARCHITECTURAL REVIEW BOARD
DEPARTMENT OF FIRE AND RESCUE
ALBEMARLE COUNTRY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
HEALTH DEPARTMENT
APPROVAL
DATE
7 1 COMMENTS 11/10/20221
6 COMMENTS 11/5/2021
5 MINOR AMNDMNT 8/9/2021
4 PERMIT SET 12/30/20
3
CO. COMMENTS
12/10/20
2
COMMENTS
8/18/20
NO.
REVISIONASSUE
DATE
JOB NUMBER:
19066
DATE: MAY 26, 2020
DRAWN BY:
JMT
APPROVED BY:
JFG
DRAWING DESCRIPTION:
TITLE SHEET
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GENERAL NOTES:
1) ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS,
AND SITE CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN
DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE
ENGINEER IN WRITING WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES
OR AMBIGUITIES IN WRITING. WORK DONE BY THE CONTRACTOR AFTER HIS
DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES WITHOUT
CLARIFICATION FROM THE ENGINEER OF RECORD, SHALL BE DONE AT THE
CONTRACTOR'S RISK.
2) THE LOCATION OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY.
THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PUBLIC OR PRIVATE
UTILITIES WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ALL
EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. THE CONTRACTOR
SHALL PROVIDE TEST PITS AT ALL LOCATIONS WHERE PROPOSED CONSTRUCTION
CROSSES EXISTING WATER, GAS AND FIBER OPTIC LINES.
3) THREE BUSINESS DAYS PRIOR TO ANY EXCAVATION CALL MISS UTILITY.
4) ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH LOCAL AUTHORITY
STANDARDS AND SPECIFICATIONS.
5) WORK IN THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE
VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE
SPECIFICATIONS, THE VDOT ROAD AND BRIDGE STANDARDS, THE VIRGINIA
EROSION AND SEDIMENT CONTROL REGULATIONS AND APPLICABLE STANDARDS
OF ALBEMARLE COUNTY. IN THE EVENT OF CONFLICT
BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST
STRINGENT SHALL GOVERN. ALL UTILITIES TO BE DEDICATED TO THE ALBEMARLE
COUNTY MUNICIPAL WATER SYSTEM SHALL BE
CONSTRUCTED AND TESTED TO CONFORM TO COMMONWEALTH OF VIRGINIA/
STATE BOARD OF HEALTH WATERWORKS AND/OR SEWERAGE REGULATIONS AND
THE ALBEMARLE COUNTY DESIGN AND CONSTRUCTION STANDARDS MANUAL.
6) DRAINAGE IMPROVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH
STANDARDS AND SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF
TRANSPORTATION.
7) INSTALLATION OF CONCRETE STORM PIPE SHALL COMPLY WITH VDOT STANDARD
DRAWING PB-1.
8) ALL RIGID PIPE BEDDING (CONCRETE, CEMENT LINED DUCTILE IRON PIPE, ETC.)
SHALL BE CLASS C, UNLESS NOTED OTHERWISE ON THE PLANS.
9) ALL UNDERGROUND FACILITIES LOCATED WITHIN THE VDOT RIGHTS -OF -WAY
SHALL BE INSTALLED PRIOR TO THE PLACEMENT OF ANY PART OF THE
PAVEMENT STRUCTURE.
10) ALL MATERIALS USED FOR FILL OR BACK -FILL SHALL BE FREE OF WOOD,
ROOTS, ROCKS, BOULDERS OR ANY OTHER NON -COMPACTIBLE SOIL TYPE
MATERIAL. UNSATISFACTORY MATERIALS ALSO INCLUDE MAN-MADE FILLS AND
REFUSE DEBRIS DERIVED FROM ANY SOURCE.
11) SATISFACTORY MATERIAL FOR USE AS FILL FOR PUBLIC STREETS INCLUDE
CLASSIFIED IN ASTM D-2487 AS GW, GP, GM, GC, SW, SP, SM, SC, ML,
AND CL GROUPS. THE MOISTURE CONTENT SHALL BE CONTROLLED WITHIN
PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM TO FACILITATE
COMPACTION. GENERALLY, UNSATISFACTORY MATERIALS INCLUDE MATERIALS
CLASSIFIED IN ASTM D-2487 AS PT, CH, MH, OL, OH AND ANY SOIL TOO
WET TO FACILITATE COMPACTION. CH AND MH SOILS MAY BE USED SUBJECT
TO RESULTS OF THE GEOTECHNICAL REPORT AND UPON APPROVAL OF THE
SUPERVISING ENGINEER. SOILS SHALL HAVE A MINIMUM DRY DENSITY OF
92 LB/CU. FT. PER ASTM D-698 AND SHALL HAVE A PLASTICITY INDEX LESS THAN 17.
12) MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACK -
FILL AROUND DRAINAGE STRUCTURES OR IN UTILITY TRENCHES OR ANY
OTHER DEPRESSION REQUIRING FILL OR BACK -FILL SHALL BE COMPACTED TO
95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST
AS SET OUT IN ASTM STANDARD D-698. THE CONTRACTOR SHALL, PRIOR TO
ANY OPERATIONS INVOLVING FILLING OR BACKFILLING, SUBMIT THE RESULTS
OF THE PROCTOR TEST TOGETHER WITH A CERTIFICATION THAT THE SOIL
TESTED IS REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT.
TESTS SHALL BE CONDUCTED BY A CERTIFIED MATERIALS TESTING LABORATORY
AND THE CERTIFICATIONS MADE BY A LICENSED PROFESSIONAL ENGINEER
REPRESENTING THE LABORATORY.
13) COMPACTION OF FILL MATERIAL UNDER BUILDING SLABS SHALL BE BASED UPON
RECOMMENDATIONS OF SOILS ENGINEER AFTER COMPLETION OF STANDARD PROCTOR
TEST AND SHALL MEET BEARING REQUIREMENTS OF ARCHITECT FOR BUILDINGS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING.
14) EMBANKMENT FILL AND TRENCH BACK -FILL SHALL BE PLACED IN LIFTS AT
A MAXIMUM UNCOMPACTED DEPTH OF 8-INCHES AND 6-INCHES, RESPECTIVELY.
DENSITY TESTS SHALL BE CONDUCTED AT THE FOLLOWING MINIMUM FREQUENCIES:
(A) EMBANKMENTS FOR ROADS, STREETS, DAMS, ETC.:
ONE TEST PER LIFT PER 10,000 SQUARE FEET OF LIFT.
(B) BACK -FILL AROUND STRUCTURES AND IN TRENCHES:
ONE TEST PER LIFT PER 500 LINEAL FEET OF TRENCH.
15) COMPACTION TESTS FOR STREET PAVEMENT STRUCTURE SHALL BE MADE IN CUT
AND FILL AREAS AT THE FOLLOWING MINIMUM FREQUENCIES:
(A) SUB -GRADE: ONE TEST PER LANE PER 500 LINEAL FEET.
(B) STONE -BASE: ONE TEST PER LANE PER 6" COMPACTED LIFT
PER 500 LINEAL FEET.
(C) HOT ASPHALTIC CONCRETE: ONE TEST PER LANE PER LIFT
PER 500 LINEAL FEET.
ABREVIATIONS:
ARCH.
ARCHITECT
16) ALL EXCAVATIONS, INCLUDING TRENCHES, SHALL BE KEPT DRY TO PROTECT
C/L OR C L
CENTERLINE
THEIR INTEGRITY.
C/OUT OR C/O
CLEAN OUT
CONC.
CONCRETE
17) TEST RESULTS SHALL BE SUBMITTED TO THE SUPERVISING ENGINEER. FAILURE TO CONDUCT
CG
CURB & GUTTER
DENSITY TESTS SHALL BE CAUSE FOR NON -ACCEPTANCE OF THE FACILITY. TESTS
DIA.
DIAMETER
SHALL BE CONDUCTED AT THE SOLE COST OF THE DEVELOPER OR HIS AGENT.
E.P.
EDGE OF PAVEMENT
EL.
ELEVATION
18) NOT USED.
ESMT.
EASEMENT
EW
EXISTING WATER
19) NOT USED.
EX.
EXISTING
F.E.
FOUNDATION ELEVATION
20) NOT USED.
F.E.S.
FLARED END SECTION
F.F.E.
FINISHED FLOOR ELEVATION
21) INSPECTORS HAVE FULL AUTHORITY TO REJECT FILL OR BACKFILL MATERIALS,
F.H. or F/HYD
FIRE HYDRANT
REQUIRE UNDERCUTTING OR SUBGRADE STABILIZATION, REQUIRE PROVISIONS FOR SUB-
F/L
FIRE LINE
DRAINAGE, OR REQUIRE OTHER MEASURES WHICH AFFECT THE INTEGRITY OF ROAD AND
F.W.
TOP OF FOUNDATION WALL
UTILITY CONSTRUCTION. FAILURE TO COMPLY WITH INSPECTOR'S DIRECTIVES SHALL BE
G.V.
GATE VALVE
CAUSE FOR NON -ACCEPTANCE OF THE FACILITY.
HORIZ.
HORIZONTAL
INV.
INVERT
22) TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE MANUAL
IRS
IRON ROD SET
OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
LAT.
LATERAL
LT.
LEFT
23) A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE ISSUANCE OF THE LAND
M/H
MANHOLE
DISTURBING PERMIT. THE CONTRACTOR SHALL ARRANGE THE MEETING WITH THE
MIN.
MINIMUM
COUNTY ENGINEER. ALBEMARLE COUNTY PUBLIC UTILITIES INSPECTOR, REPRESENTING
NE
NORTH EAST
WATER INTERESTS, SHALL ALSO ATTEND. ATTENDANCE SHALL BE COORDINATED THROUGH
NW
NORTH WEST
THE OFFICE OF THE COUNTY ENGINEER.
P.C.
POINT OF CURVEP.I.
POINT OF INTERSECTION
24) RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS
P.T.
POINT OF TANGENT
EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERING DESIGN ALSO. WALLS REQUIRE
PVC
POINT OF VERTICAL CURVE
INSPECTIONS AS OUTLINED IN THE USBC.
PVI
POINT OF VERTICAL INTERSECTIONPVT
POINT OF VERTICAL TANGENT
25) ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES SHALL BE INSTALLED IN
PVMT.
PAVEMENT
ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE.
R
RADIUS
R.D.
ROOF DRAIN
26) BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY
RT.
RIGHT
PERFORMED IN ORDER TO APPLY FOR A PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED
SAN.
SANITARY SEWER
IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR ADDITIONAL
SEW. or SSEW.
SEWER
REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS.
STD.
STANDARD
STM. SEW.
STORM SEWER
27) ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT
SE
SOUTH EAST
OVER SIDEWALKS.
SW
SOUTH WEST
S/W
SIDEWALK
28) ALL HANDICAP PARKING SPACES AND ACCESS ISLES SHALL COMPLY WITH ADA STANDARDS OF
S.F.
SQUARE FEET
ACCESSIBILITY. ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL NOT HAVE A SURFACE
STIR.
STRUCTURE
SLOPE GREATER 1:48. ACCESS ISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY
T.B.
TOP OF BANK
SERVE. SEE SHEET C-05 FOR SPOT ELEVATIONS DETAILING CROSS SLOPES FOR ACCESSIBLE
T/C
TOP OF CURB
T/P
TOP OF GRAVEL PAVEMENT
EXISTING
PROPOSED
ROAD CENTERLINE
CURB TAPER
SIDEWALKS
CONCRETE PAVEMENT
El GRAVEL SURFACE
BUILDINGS
FENCE
DECIDUOUS TREE
CONIFEROUS TREE
CONIFEROUS SHRUB
st ST STORM WATER LINE
PROPERTY LINE
STORM SEWER
- 2900 - - - - 2988 - - INDEX CONTOUR
- - - 2898 - - - - - - 2898 - - - INTERMEDIATE CONTOUR
2876.3 X 2883M _1_" SPOT ELEVATION
LIMITS OF CLEARING AND/OR GRADING
PARKING SPACES AND ADJACENT ACCESS ISLES. SEE SHEET C-06 FOR DETAIL OF ACCESSIBLE TPD WATER SERVICE AND METER
TRIPS PER DAY
SIGNAGE.
U/G UNDERGROUND
VERT.
VERTICAL - SANITARY SEWER LATERAL AND CLEANOUT
W/L WATERLINE ss SS SANITARY SEWER LINE
X-ING
CROSSING
ohe ❑HE OVERHEAD ELECTRIC LINE
uge UGE UNDERGROUND ELECTRIC LINE
oht ❑HT OVERHEAD TELECOM LINE
VDOT General Notes
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V1.
All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control
Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern.
w W WATER LINE
V2.
All construction shall comply with the latest U.S. Department of Labor Occupational Safety and Health Administration OSHA and Virginia Occupational Safety & Health VOSH Rules and Regulations.
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gas GAS GAS LINE
VDOT General Notes (Continued)
V3.
When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. A transportation management plan needs to be
submitted for approval and land use permit issued prior to any execution of work within the VDOT right of way.
V17. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer.
V4
The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private I public utility companies. It is the sole responsibility of the
V18. Prior to VDOT acceptance of an streets all required street si na a and/or pavement markings shall be installed b the developer in accordance with the Manual On Uniform Traffic
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developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility.
Control Devices.
V5.
Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility
V19. The developer shall provide the VDOT Land Development Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any
of the developer.
dedicated street right-of-way must be provided to the local VDOT Land Development Office prior to acceptance of the work. Unit and total prices may be obscured.
V6.
If required by the local VDOT Land Development Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor (s), various County agencies, utility companies and
V20. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with
VDOT prior to initiation of work.
Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to
V7.
The contractor shall notify the local VDOT Land Development Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested
VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction
inspection.
and testing of the density control strip.
V8.
The contractor shall notifythe Traffic Operations Center at 540 332-9500 for an traffic control Ian that impacts a VDOT maintained Interstate or Prima roadway to provide notification of the installation and removal of the work zone.
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V21. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as
specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified
V9.
The contractor shall be responsible for maintaining a VDOT permitted temporary construction entrances in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to otherproperties
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otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip.
affected by this project9 shall be maintained through construction.
V22. In accordance with Section 302.03 the foundations for pipe culverts thirty-six 36 inches and larger shall be explored below the bottom of the excavation to determine the a and
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V10.
Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction.
condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing e. Foundation designs shall comply
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with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall
V11.
All water and sewer lines within existingor proposed VDOT right-of-way shall have a minimum thirty-six 36 inches cover and when possible shall be installed under roadway drainage facilities at conflict points.
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be determined by the engineer and approved by VDOT.
V12.
Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in
V23. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to
that vicinity until an adequate design can be determined by the engineer and approved by VDOT.
be given by VDOT after grading is mostly complete.
V13.
All fill areas, borrow material and undercut areas shall be inspected and approved b a VDOT representative rior to lacement of fill. A VDOT representative shall be resent to insure the soil sample(s)obtained for CBR's is
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V24. Approval of these plans shall expire five (5) years from the date of the approval letter.
representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in
V25. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT.
accordance with all applicable VDOT standards and procedures.
V14.
All roadwayfill base su rade material and backfill in unlit /storm sewer trenches shall be compacted in accordance with the lift thicknesses density and moisture requirements as specified in the current VDOT Road and Bride
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V26. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed foundation elevation to determine the type and condition of the
Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise.
foundation. The contractor shall submit copies of borehole logs and report findings of foundation exploration to the engineer and VDOT for approval prior to constructing box.
Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast -in -place box is proposed, the thickness of
V15.
VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT.
bedding shall be six (6) inches. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be
V16.
A post installation visual/video camera inspection shall be conducted b the Contractor on all es identified on the Tans as storm sewer pipe and a select number of a culverts. For a culverts, a minimum of one pipe installation
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determined by the engineer and approved by VDOT.
for each size of each material type will be inspected or ten percent of the total amount for each size and material type summarized. All pipe installations on the plans not identified as storm sewer pipe shall be considered as culvert pipe
for inspection purposes. Additional testing may be required as directed by the Area Land Use Engineer or their representative.
FIRM INFO:
Lineage Architects, P.C.
P.O. Box 991
98 Lee Highway
Verona, VA 24482
Phone: (540) 248-3771
Fax: (540)248-1628
Email: info@lineagearch.com
ENGINEER NAME/SEAL:
401,TH op-0
U JONATHAN F. GARBER s
No. 038568
S01 /10/2240
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7
COMMENTS
1/10/2022
6
COMMENTS
11/5/2021
5
MINOR AMNDMNT
8/9/2021
4
PERMIT SET
12/30/20
3
CO. COMMENTS
12/10/20
2
COMMENTS
8/18/20
NO.
REVISIONASSUE
DATE
JOB NUMBER:
19066
DATE: MAY 26, 2020
DRAWN BY:
JMT
APPROVED BY:
JFG
DRAWING DESCRIPTION:
GENERAL NOTES
DRAWING NUMBER:
C 02
c
BENCHMARK \\11Tj
AXLE _ +
ELEVATION %�n3
3
534.90'
DEMOLISH AND REMOVE CRAPE MYRTLE x3
DOGWOOD x2 \`
DOGWOOD
ARBORVITAE SCREEN
8" EVERGREEN MAGNOLIA
TM 59-16A
IVY HILL GARDENS, LLC DEMOLISH AND REMOVE
MIXED DECIDUOUS BED
DB 5002/71
RURALAREA
MULTI -FAMILY RESIDENTIAL
DEMOLISH AND REMOVE
CONCRETE PATH
+I\
ARBORVITAE SCREEN
HEMLOCK ROW
/
+&I\` . . . . . .
F
{- BRICK RETAINING WALL
MAX HEIGHT: 2.00'
+ DEMOLISH AND I
OVERHEAD ELE(
DECIDUOUS MAGNOLIA - DEMOLISH AND REMOVE
/ WOOD PATH EDGE
T �
ONE STORY HOUSE /
DOOR 527,91'
1303 SF 41I/ y
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WOODED SLOPE �
` MIX OF DECIDUOUS ' ' ' ' '
AND EVERGREEN y/ STONE RETAINING WALL
CRITICAL SLOPES .. MAX HEIGHT: 3 00' / O
• .
, • • , ,DEMOLISH AND REMOVE
POWER POLE
/. . . . . . . . 54p0p�,,`,
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TM 59-15A ............... .
IVY ROAD RE, LLC
DB 5123/91
RURAL AREA / C1 COMMERCIAL ;'
T Inst 201800013717
T FEMA Flood Zone X 51003CO265D, 2/4/05
Samuel Miller Magisterial District 00�
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13141,
TI TM 59-15B
K HALLAM ROTH
DB 4263/729
^I RURALAREA
41NrI F FAN411 Y RF41f1FNTIAI
34" TULIP POPLAR
IVY ROAD
US ROUTE 250
80.00' R.O.W.
N87° 08'39'W 86.82'
TM 59-15
JERRY D BENINATE
DB 1654/396
RURALAREA
RESIDENTIAL -MOBILE HOME
CRAPEMYRTLEx2
_525.00 /
GENERAL NOTES:
1. CURRENT FIELD SURVEY RECORDED BY LINEAGE ARCHITECTS, PC
ON OCTOBER 28, 2019 AND JULY 7, 2021.
2. BULK TOPOGRAPHY SHOT IN FIELD BY LINEAGE ARCHITECTS, PC
(SEE NOTE 1). SEPTIC TOPOGRAPHY BASED ON COUNTY GIs.
3. THE SITE IS DETERMINED TO BE LOCATED WITHIN THE IVY CREEK
RESERVOIR WATERSHED.
4. THE SITE IS SPLIT -ZONED C1 COMMERCIAL AND RA RURAL AREA.
5. THE SITE IS LOCATED IN FEMA FLOODPLAIN ZONE X; THE SITE IS
DETERMINED TO BE OUTSIDE THE 100 YEAR FLOOD PLAIN. FIRM MAP
NUMBER: 510 03C 0265 D. EFFECTIVE DATE: FEB. 4, 2005
6. NO STRUCTURE, EITHER EXISTING OR PROPOSED, EXCEEDS 65 FEET
IN HEIGHT PER SECTION 21.4 OF THE ALBEMARLE COUNTY ZONING
CODE.
6. BENCHMARKS AND ELEVATIONS ARE RELATIVE TO VIRGINIA NORTH
ZONE 4501.
7. ALL PLANT MATERIAL IS UNDER 6" CALIPER UNLESS OTHERWISE
NOTED.
8. ALL TREES NOT EXPLICITLY SHOWN FOR DEMOLITION SHALL BE
PRESERVED.
9. ALL DEMOLISHED MATERIAL IS To BE REMOVED To LANDFILL.
EASEMENTS OF RECORD:
\
(EASEMENTS AS KNOWN OR DISCLOSED, NO TITLE REPORT FURNISHED,
ADDITIONAL EASEMENTS OR UTILITIES MAY OR MAY NOT EXIST.)
VIRGINIA ELECTRIC AND POWER COMPANY EASEMENTS:
\
\
DB 307/183 POLE LINE EASEMENT PARALLEL TO RT. 250, No WIDTH GIVEN.
-NOT PLOTTED
\
DB 316/562 POLE LINE EASEMENT PERPENDICULAR To RT. 250, NO WIDTH
\
GIVEN. -NOT PLOTTED
ELECTRIC EASEMENT RESERVATIONS:
.. \DB
263/230 RESERVATION FOR AN EASEMENT FOR POWERLINE CROSSING
PROPERTY. NO WIDTH GIVEN. LOCATION NOT SPECIFIED, NOT
• • • • • • •
PLOTTABLE.
..
DB 263/440 RESERVATION FOR AN EASEMENT FOR POWERLINE CROSSING
`• • • • • • • • • • • • • • • .
PROPERTY. NO WIDTH GIVEN. LOCATION NOT SPECIFIED, NOT PLOTTABLE.
VIRGINIA TELEPHONE AND TELEGRAPH EASEMENTS:
DB 338/415 POLE LINE EASEMENT, 10' IN WIDTH CENTERED ON WIRES AS
BENCHMARK
CONSTRUCTED. NO LOCATION SPECIFIED. NOT PLOTTED.
N PIN
ELEVATION
DB 338/424 POLE LINE EASEMENT, 20' IN WIDTH CENTERED ON WIRES AS
1523.31'
CONSTRUCTED. No LOCATION SPECIFIED. NOT PLOTTED.
IPA
WATERLINE EASEMENT:
DB 357/219 RIGHTS TO A WELL AND WATERLINE, IN EXCHANGE FOR A
RELEASE TO RIGHTS TO A SPRING.
ACCESS EASEMENT:
DB 263/440 A 20' WIDTH EASEMENT FFOR ACCESS, OVER THE "OLD D.S.
ROAD", SHOWN HEREON ON THE WESTERN SIDE OF THE PROPERTY.
DB 4491/396 A SHARED DRIVEWAY EASEMENT SHOWN HEREON.
AREA OF RESTRICTED USE:
DB 263/230 AREA DEFINED TO BE KEPT FREE OF BUILDING OR PENS OF
ANY KIND; TO BE USED ONLY FOR GARDENS AND PASTURE (EXCEPTING
FOR HOGS OR GOATS). SHOWN HEREON.
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121
0
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y
SIGHT DISTANCE PROFILE AT IVY ROAD
EXISTING CONDITIONS AND DEMOLITION PLAN
SCALE: 1` 20'
GRAPHIC SCALE
20 0 10 20 40 80
( IN FEET )
1 inch = 20 ft.
FIRM INFO:
Lineage Architects, P.C.
P.O. Box 991
98 Lee Highway
Verona, VA 24482
Phone: (540) 248-3771
Fax: (540)248-1628
Email: info@lineagearch.com
ENGINEER NAME/SEAL:
4 1,TH OF,
v JON�. GARB
No. 038568
S01 /10/2240
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8/9/2021
4
PERMIT SET
12/30/20
3
CO. COMMENTS
12/10/20
2
COMMENTS
8/18/20
NO.
REVISIONASSUE
DATE
JOB NUMBER:
19066
DATE: MAY 26, 2020
DRAWN BY:
JMT
APPROVED BY:
JFG
DRAWING DESCRIPTION:
EXISTING CONDITIONS
AND DEMOLITION PLAN
DRAWING NUMBER:
C-03
3L
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5' RIGHT-OF-WAY DB 263/440
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GRAPHIC SCALE
30 0 15 30 40 60
( IN FEET )
1 inch = 30 ft.
EXISTING ZONING AND EASEMENTS
SCALE: 1 "=20'
CO
y \ V1
IVY ROAD
o�°'G/ IT US ROUTE 250
IA 80.00' R.O.W. W
�rq (iN� z
/ ti�OJ���j QF'�Aryo 0 "IN
. � O(§Z�PG�•
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EXISTING 1 STORY ` I FIRM INFO:
Q HOUSEOUSE Lineage Architects, P.C.
P.O. Box 991
98 Lee Highway
ExlsiPATOING RICK EXISTING 35TORY \ Verona, VA 24482
�O HISTORICTAVERN
� Q.'� 161E SF \
v��Q' FFE S]8.9A Phone: (540)248-3771
PoxO
� PROPOSED
v�oDsrn ErclsnaLOGE` Fax: (540) 248-1628
/ ADDITION RIBS.� 1b9E , Email: info@lineageazch.com
9795� .lAW
FFE 53B83 MEwerrtSAaM
EAT REAR
NTRANCE) NXTALLBOGNPATO
\\ �(\ ENGINEER NAME/SEAL:
T AND IGNBYG ING
/ OEBIGNBY OMER
CRITICAL SLOPES // 7. / / / // / / / C& � . LTH O1FF' ��•)(�
/ � 1 / / / / / / T � �Eweuw
rJ JONATHAN F. GARBER a
0 \` No. 038568
S01 /10/22
CRITICAL SLOPES
O SjONAL E�
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GRAPHIC SCALE N
30 0 15 30 40 7 COMMENTS 1/10/2022
EXISTING BUFFERS AND SETBACKS 6 COMMENTS 11/5/2021
( IN FEET) SCALE: 1"=20'
1 inch = 30 ft. 5 MINORAMNDMNT 8/9/2021
4 PERMIT SET 12/30/20
3 CO. COMMENTS 12/10/20
2 COMMENTS 8/18/20
NO. REVISIONASSUE DATE
JOB NUMBER: 19066
DATE: MAY 26, 2020
DRAWN BY: JMT
APPROVED BY: JFG
DRAWING DESCRIPTION:
EXISTING ZONING,
SETBACKS, AND EASEMENTS
DRAWING NUMBER:
C-03 A
PARKING CALCULATIONS TABLE
AS PER 18-4.12.6 OFFICES, BUSINESS, ADMINISTRATIVE AND PROFESSIONAL (INCLUDING
MEDICAL OFFICES BUT NOT DENTAL CLINICS)
REQUIREMENT: 1 SPACE / 200 SF OF GROSS COMMERCIAL OFFICE SPACE
WHERE GROSS COMMERCIAL OFFICE SPACE= 80% OF THE
NET SF OF THE BUILDING FOOTPRINT OR AT THE REQUEST OF
THE APPLICANT, THE ACTUAL NET OFFICE FLOOR AREA AS SHOWN ON
FLOOR PLANS SUBMITTED BY THE APPLICANT, DELINEATING THE ACTUAL
NET OFFICE FLOOR AREA, WHICH PLANS SHALL BE BINDING AS TO THE
MAXIMUM NET FLOOR AREA USED.
NET SF OF OFFICES ONLY: 2,396 sf
22396 =11.95 =12
00
TOTAL SPACES REQUIRED = 12 (INCLUDING 1 H/C)
TOTAL SPACES PROVIDED = 12 (INCLUDING 1 H/C)
INSTALL FLAGPOLE
INSTALL 2' PVC
ELECTRIC CONDUIT
/ /\ O V °� 6328.50 $F9� OUTPUT FROM ROOF AND
INSTALL STEPPING STONES/.. •' E PER DETAIL 1IC-06 FOUNDATION DRAINS OF
\ STRUCTURE, 4"YARD
�� INLET TO 90° ELBOW
/ HANDICAP PARKING AND ACCESS AISLE '```����
SEE DETAIL 1/C-06 A R3.00 INSTALL BRICK PAVERS GRADE: 524.15,
I \ 1so PER DETAIL 3/C-06 INV. OUT: 520.77
I
INSTALL ADA COMPLIANT / GRAVEL
580. 0 SF X PER DETAIL 2IC-06 2� /
Oc�rG� EXISTING 1 STORY .00
HOUSE
ayQit� 1303 SF 7047 $� .00
/ P' FFE 527.91 S , ti tf�. E
�y 'RESERVED OWNER 8p0 A E
PARKING' SIGN E
INSTALL SCREENING FENCE _Oq
/ G \ 5.00 SEE DETAILS I AND 21 C-04A 44.0
HVAC EXISTING BRICK INSTALL BRICK PAVERS E
<C EXISTING 2 STORY
-06
\� PATIO PER DETAIL 3/CR2.00
�O v R1F#� HISTORIC TAVERN
1612 SF
ItJADA ACCESSIBLE PATH40 FFE 526.94
C
EMERGENCY ACCESS 4.0 D PROPOSED \
DISTANCE g 87, 0 PROPOSED 15TORV PDORION
I 2 STORY 4855E
ADDITION FFE 5M.60
K01 POND TO REMAIN
\ 979 $F A FROM PATO)
IN -GROUND PROPANE TANKS FFE 526.83
YARD INLET TO COLLECT (AT REAR
OUTPUT FROM ROOF AND '\�1 ENTRANCE)
EXISTING STONE RETAINING WALL, TO REMAIN FOUNDATION DRAINS [(.�4\ 9 \ A YEa
MAX HEIGHT: 3.01Yj STRUCTURE,OF 1pn AND LANDSCAPING.
8' BRONZENZENYLNYLOPLAST Y
DROP -IN GRATE TO c _
8" NYLOPLAST TEE
/ . /
CRITICAL SLOPES T/ TOP:526.05 Pff
INV. / OUT: 52 EXISTING
EXISTING BIRD / CAGE,REMAIN 45* 45° ELBOW j �� �' / BLDG
(INSTALL 8' PVC STORM PIPE \/
127.50' @
/ OW 45° ELBOW 1' PVC CONDUIT
3' PVC CONDUIT
CRITICAL SLOPES
GRAPHIC SCALE
20 0 10 20 40 80
( IN FEET )
1 inch = 20 ft.
8' PVC A
PIPE END
INV. OUT: 520.,' �.
2' PVC CONDUIT
SHARED DRIVEWAY
ACCESS EASEMENT
(SEE SHEET C-03 A)
INSTALL KNOX BOX
CONTRACTORS TO COORDINATE
WITH ONE ANOTHER
OVERALL SITE PLAN
J::f,_E: =20
GENERAL NOTES:
/ , Cn
1.
ALL RADII = 5' UNLESS NOTED OTHERWISE.
W
2.
ARCHITECTURAL BUILDING DIMENSIONS SUPERSEDE BUILDING DIMENSIONS AS
W
SHOWN ON THIS PLAN.
�
3.
PAVEMENT AT ALL ENTRANCES SHALL MATCH THE EXISTING CROSS SECTION OF
ROUTE 250.
4.
THERE WILL BE NO CHANGE IN THE EXISTING POINT OF INGRESS TO, OR EGRESS FROM,
THE SITE.
p�
5.
THE MAXIMUM IMPERVIOUS SURFACE AREA ONSITE IS 3100 SF(0.07 ACRES).
W
6.
PROPOSED SITE USE IS COMMERCIAL OFFICE ONLY. THERE WILL BE NO RETAIL USE,
EITHER GIFT, CRAFT, ANTIQUE SHOP, OR OTHERWISE.
Z
TOTAL ACREAGE OF PROPOSED USE = 0.06 ACRES
W
TOTAL NUMBER OF EMPLOYEES = 4
7.
NO SITE LIGHTING IS PROPOSED FOR PARKING AREAS.
U
8.
THERE ARE NO ADDITIONAL EASEMENTS PROPOSED FOR THE SITE.
(za
9.
VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE
J4
ELIMINATED.
10.
ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE PUBLIC NUISANCE
U
AND NOT OVER SIDEWALKS.
P4
11.
ALL ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL CONFORM WITH ADA
DESIGN STANDARDS FOR ACCESSIBILITY. CROSS SLOPES OF ACCESSIBLE PARKING
SPACES AND ADJACENT ACCESS ISLES SHALL NOT EXCEED 1:48. ACCESS ISLES SHALL
FIRM INFO:
BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE.
Lineage Architects, P.C.
12.
ORDINANCE 18-4.12.13(C): LOADING SPACE. THE LOW LEVEL OF ON -SITE STAFF AS WELL
P.O. 991
98 Leea HHighighway
AS THE INTENDED USE OF THE OFFICE AS A SPACE FOR MANAGING LOCAL ASSETS
Verona, VA 24482
WILL NOT GENERATE THE SIZE OR QUANTITY OF DELIVERIES TO THE BUILDING SUCH
THAT A LOADING SPACE WOULD BE NECESSARY. THESE FACTS IN COMBINATION WITH
Phone: (540) 248-1621
THE OWNER'S INTENTION TO MAINTAIN THE HISTORIC CHARACTER OF THE SITE, LEAD
Email: info@lineagearch.com
THE REQUEST THAT THE LOADING SPACE REQUIREMENT BE WAIVED VIA
18-4.12.13(F).
I ENGINEER NAME/SEAL:
I _A.&A _
13. MAINTAIN 8" CLEARANCE ABOVE FINAL GRADE FOR ALL NON -MASONRY MATERIALS.
� LTH ojQ'P D
�V
FIRE FIGHTING INFORMATION:
UJON�. GARBER>-
No. 038568
1. AVAILABLE FLOW AT HYDRANT NO. 12796 = 2796 GPM
0�01 /10/22�
2. NEEDED FIRE FLOW = 1500 GPM
1
SjONAL E
a. F = 1.5 WOOD FRAME
b. A = 2842 SF
c. C =1439 GPM =1500 GPM
d. 0 = 0.85 (C-2 OFFICE)
e. X = 0.12
f. P = 0.0
WEEKLY TRIP CALCULATIONS:
NOTE: INTENDED SITE USE IS LOW VOLUME COMMERCIAL PER APPENDIX F OF
THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD
DESIGN MANUAL.
IS Tavern
Summary of Trip Generation Calculation
For 4 Employees of General Office Building
June 09, 2020
Average Standard Adjustment
Rate Deviation Factor
Driveway
Volume
Lail
7 vva
WF
H'
a
Avg. Weekday 2-Way Volume 3.32 2.16 1.00 13
7-9 AM Peak Hour Enter 0.42 0.00 1.00 2
7-9 AM Peak Hour Exit 0.06 0.00 1.00 0
7-9 AM Peak Hour Total 0.48 0.71 1.00 2
4-6 PM Peak Hour Enter 0.08 0.00
4-6 PM Peak Hour Exit 0.38 0.00
4-6 PM Peak Hour Total 0.46 0.70
Saturday 2-Way Volume 0.54 0.80
1.00
1.00
1.00
1.00
0
2
2
2
Li-i
�1
�.
U
666q
Saturday Peak Hour Enter 0.05 0.00
Saturday Peak Hour Exit 0.04 0.00
Saturday Peak Hour Total 0.09 0.31
1.00
1.00
1.00
0
0
0
F
FV
O�
/� CN
U
U
Note: A zero indicates no data available.
Source: Institute of Transportation Engineers
Trip Generation, 7th Edition, 2003.
TRIP GENERATION BY MICROTRANS
Summary of Trip Generation Calculation
For 1.73 Th.Gr.Sq.Ft. of General Office Building
7
COMMENTS
1/10/2022
June 17, 2020
Average Standard Adjustment
Rate Deviation Factor
Driveway
Volume
6
COMMENTS
11/5/2021
Avg. Weekday 2-Way Volume 11.01 6.13
1.00
19
5
MINORAMNDMNT
8/9/2021
7-9 AM Peak Hour Enter 1.36 0.00
1.00
2
7-9 AM Peak Hour Exit 0.19 0.00
1.00
0
4
PERMIT SET
12/30/20
7-9 AM Peak Hour Total 1.55 1.39
1.00
3
3
CO. COMMENTS
12/10/20
4-6 PM Peak Hour Enter 0.25 0.00 1.00 0
4-6 PM Peak Hour Exit 1.24 0.00 1.00 2
4-6 PM Peak Hour Total 1.49 1.37
1.00
3
Saturday 2-Way Volume 2.37 2.08
1.00
4
2
COMMENTS
8/18/20
Saturday Peak Hour Enter 0.22 0.00
Saturday Peak Hour Exit 0.19 0.00
1.00
1.00
0
0
NO.
REVISIONASSUE
DATE
Saturday Peak Hour Total 0.41 0.68
1.00
1
JOB NUMBER: 19066
Note: A zero indicates no data available.
DATE: MAY 26,2020
Source: Institute of Transportation Engineers
Trip Generation, 7th Edition, 2003.
TRIP GENERATION BY MICROTRANS
DRAWN
BY: JMT
AVERAGE DIRECTION OF TRIPS
APPROVED BY: JFG
DIRECTIONAL FACTOR FOR US 250 FROM DICK WOODS RD.
TO US
29 :.689
DRAWINGDESCRJPTION:
AVERAGE DAILY DRIVEWAY VOLUME: 19+13 = 32+2 = 16
OVERALL SITE PLAN
DRIVEWAY VOLUME x DIRECTIONAL FACTOR: 16 x .689 = 11
DRAWING NUMBER:
EAST -BOUND DAILY TRIPS : 11
WEST -BOUND DAILY TRIPS: 5
C-04
PLANTED COVER AND HARDSCAPING IN THE STREAM BUFFER:
1. EXISTING SHRUB COUNT:
18
2. PROPOSED SHRUB COUNT:
23
3. EXISTING PLANTED COVER:
1,265 SF
4. PROPOSED PLANTED COVER:
2,792 SF
5. EXISTING HARDSCAPE AREA:
2,034 SF
6. PROPOSED HARDSCAPE AREA:
1,648 SF
ARBORVITAE HEDGE +
8 SMOOTH WITHEROD \`\Ij,+%I\\\
DOGWOOD +
3 REDCEDAR
\\I + I\�`
DOGWOOD �, I \
3 SWEETSHRUB
1 HOLLY
2 BOTTLEBRUSH BUCKEYE \
+�ttl\\
+'�I\�\
3 BAYBERRY
DOGWOOD
8" Ev. MAGNOLIA
2 SWEETSHRUB
e
+
1 SHUMARD OAK
\\ I/ +
+'� I \\\
+// I \\\
O+
/ +
/L O
oa
51 / ST. JOHNSWORT------------, �(
r
/ 3 SWEET SHRUB
Dec. MAGNOLIA
ADA COMPLIANT
GRAVEL GRID
EXISTING 1 STORY
HOUSE
1303 SF
FFE 527.91
6 OAKLEAF HYDRANGEA
8 PLUM YEW
1 WITCHHAZEL
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CRITICAL STEEP SLOPES
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GRAVEL DRIVE
-ST. JOHNSWORT AND PARKING
1 HOPHORNBEAM\
O
EXISTING 2 STORY
HISTORIC TAVERN
1612 SF
FFE 526.94
34' TULIP POPLAR
FLAGPOLE
DOGWOOD
5 SPICEBUSH
lT .,I —OW OAK
2 FRINGETREE
I
i
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2BAYBERRY
2 SWEETSHRUB
ST. JOHNSWORT
4 BOXWOOD
GRASS
51
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AND LANDSCAPING -
1 ,
3 SWEETBAY
1 YELLOWWOOD -
ST. JOHNSWORT
2 CRAPE MYRTLE
4 ACUBA \
1�0
EXISTING 1 ST(
BLDG
230 SF
FFE: 525.87
(REAR ENTRAIN
/
/
County of Albemarle
Conservation Plan Cheeklist — To be placed on Landscape Plans
(Handbook, pp 111-284-111-297 for complete specifications)
1. The following items shall be shown on the plan:
❑ Trees to be saved;
❑ Limits of clearing (ouWde ddpline oftrees to be saved);
❑ Locstionund type of,armaticefersmg;
❑ (mde change requiring tree wells orwalls;
❑ Proposed trenching or tmmeling beyond the limits ofelearing.
2. liarkioce:
❑ All trees b be saved shall be marked with print or ribbon at a height clearly visible to equipment operator.
❑ No grading shall begin unfit the one marking has been inspected and approved by a County Inspector.
3. Pre -Construction Conference:
❑ Trcc preservation and protection measures shall be reviewed with the contractor on site.
4. Equipment Operation and Sturvee:
❑ Heavy equipment, vehicular traffic and smmge ofconstrucfiun materials including soil shall not be permitted within the driplines oftrees
to be saved.
5. Soil Erosion and Stormwater Detention Devices:
❑ Such devices shall not adversely affect trees m be saved.
6. Fires.
❑ Fires arenotpemritred within 100 fectofthedriptineo£trees lobe saved.
7. Toxic Materiels:
❑ Toxic materials shall not be stored within 100 licit ofe dripline oftreas to be saved.
& Protective Fencing:
❑ Trees W be retained within 40 feet ofaproposed building or grading activity shall be protected by fencing.
❑ 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 mostbe raised within the dripline ale one, In be saved, a tree well shall be provided and a construction detail
submitted fun approval.
10. Tree walls:
❑ When the ground level must be lowered within the dripline a mew be saved, a tree wall shall be provided; and a construction detail
submitted for approval.
11. Trenching and Tunneline:
❑ When trenching is inquired within the limits of clearing, it shall be done as far away from the tanks of tees an possible. Tunneling
under a large tree shall be considered as an alterative when it is anticipated that necessary trenching will destroy feeder mots.
12. Cleanu P,
❑ Protective fearing shall be the last items removed dudug the final cleanup.
13. Damaged Trees:
❑ Damaged trees shall be treated immediately bypnming, fcnilinstion or other methods recommended by a tee specialist
NOTE: IT IS TID: DEVELOPER'S RESPONSIBILITY TO CONFER WTrH THE CONTRACTOR ON TREE CONSERVATION
REQUIREMENT&
SST. JOHNSWORT
/ / 1 STEWARTIA
1 BLACKHAW
SWEETBOX O
k\
WINTER JASMINE
/
'--1 SPICEBUSH
\\--2 SWEETSHRUB
rA
—4 RHODODENDRON
—2 BLl
+
20
6
VIBURNUM
DOGWOOD
1 HOLLY
LANDSCAPING PLAN
SCALE: 1 "=10'
GRAPHIC SCALE
( IN FEET )
1 inch = 20 ft.
PLANTING SCHEDULE
Botanical Name Common Name oty. Size Root O.C.
LARGE TREES
Cladrastis kentuckea
Yellowwood
1
2-2.5" cal
B&B
III opaca
American Holly
2
8-10' ht
B&B
VIF
Juniperus virginiana
Eastern Redeedar
3
6-8' ht
B&B
VIF
Magnolia virginiana
Sweetbay Magnolia
3
6-8' ht
B&B
VIF
Ostrya virginiana
Hophornbeam
1
2-2.5" cal
B&B
Quercus shumardll
Shumard Oak
1
2-2.5" cal
B&B
SMALL TREES
Chionanthus virginicus
Fringetree
2
4-6' ht
B&B
VIF
Lagerstoremia indica Natchez'
Natchez Crapemyrtle
2
8-10' ht
B&B
Stewartia monodelpha
Tall Stewartia
1
8-10' ht
B&B
Viburnum prunifolium
Blackhnw Viburnum
3
6-8' ht
B&B
SHRUBS
Aesculus parviflora
Bottlebrush Buckeye
3
5 gal
Cont
VIF
Aucuba japonica 'Emily Rose'
Emily Rose Aucuba
4
3 gal
Cont
VIF
Buxus sempervirens'Suffruticosa'
English Boxwood
4
36" ht/spr
B&B
VIF
Calycanthus floridus Aphrodite'
Aphrodite Sweetshrub
9
34' ht
Cont
VIF
Cephelotaxus harringtonia Duke Gardens'
Duke Gardens Plum Yew
8
3 gal
Cont
VIF
Hamemelis intermedia Arnold Promise'
Arnold Promise Witchhazel
1
54 ht
Cont
Hydrangea quercifolia 'Sike's Dwarf
Sike's Dwarf Oakleaf Hydrangea
6
5 gal
Cont
VIF
Lindera benzoin
Spicebush
5
3 gal
Cont
VIF
Myrica pensylvanica
Northern Bayberry
10
5 gal
Cont
VIF
Jasminum nudiflorum
Winter Jasmine
584 sf
3 gal
Cont
VIF
Rhododendron chinoides
Chinoides Rhododendron
4
5 gal
Cont
VIF
Viburnum nudum 'Winterthur'
Winterthur Smooth Witherod
8
4-6' ht
Cont
VIF
Viburnum pragense
Prague Viburnum
9
5-6' ht
Cont
VIF
GROUND COVER, PERENIALS, VINES, GRASS
Hypericum calycinum
St. John's Wort
1550 sf
1 gal
Cont
18" oc
Sarcococca humilis
Sweetbox
115 sf
1 gal
Cont
24" oc
4x4 PT POST
CLAD IN 1x CEDAR
ABOVE GRADE
x4 CEDAR LATTICE,
" SPACING, HORIZONTALS
"0 OUTSIDE
IOTTOM RAIL TO BE SET 3"
MINIMUM ABOVE GRADE
GRADE
44 PT POST
SET IN CONCRETE
LATTICE SCREEN ELEVATION
SCALE: 1 /2" = V-0" C-04
NOTES:
1. SIDE PANEL TO DISMOUNT OR BE SET ON HINGES TO ALLOW FOR MAINTENANCE.
2. LATTICE SCREEN TO BE STAINED PER OWNER'S SPECIFICATION.
CHAMFER 4 SIDES OF
POST TOP AT 30 "
26 CEDAR TOP RAIL
PEAK TOP 1/2"
4x4 PT POST
CLAD IN 1x CEDAR
ABOVE GRADE
1x4 CEDAR LATTICE,
2" SPACING, HORIZONTALS
TO OUTSIDE
2x6 CEDAR FRAME
GRADE
4x4 PT POST
SET IN CONCRETE
LATTICE SCREEN SECTION
SCALE: 1 /2" = 1'-0" C-04
TREE CANOPY
SITE AREA: 85,537 SF
10%REQUIRED CANOPY: 8,553.70 SF
51%EXISTING CANOPY: 43,834 SF
PARKING LOT LANDSCAPING
PARKING LOT AREA: 1,328.50 SF
5%REQUIRED LANDSCAPING: 316.425 SF
29%PROVIDED LANDSCAPING: 2,281 SF
\I PLANT HEALTH NOTE
ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH,
AND SHALL BE MAINTAINED AT, MATURE HEIGHT.
80
THE TOPPING OF TREES IS PROHIBITED.
TREES AND SHRUBS SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT
THE OVERALL HEALTH OF THE PLANT.
FIRM INFO:
Lineage Architects, P.C.
P.O. Box 991
98 Lee Highway
Verona, VA 24482
Phone: (540)248-3771
Fax: (540)248-1628
Email: info@lineagearch.com
ENGINEER NAME/SEAL:
� LTH Op G
U JONATHAN F. GARBER v
No. 038568
1 /10/22�
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COMMENTS
1/10/2022
6
COMMENTS
11/5/2021
5
MINOR AMNDMNT
8/9/2021
4
PERMIT SET
12/30/20
3
CO. COMMENTS
12/10/20
2
COMMENTS
8/18/20
NO.
REVISIONASSUE
DATE
JOB NUMEER: 19066
DATE: MAY 26, 2020
DRAWN BY: JMT
APPROVED BY: JFG
DRAWING DESCRIPTION:
LANDSCAPING PLAN
DRAWING NUMBER:
C-04 A
1,000 GAL. TOP SEAM
CONCRETE PUMP TANK,
ORENCO MVP S1/2 DM,
ZOELLER E191 - SEE
A DETAILED SEPTIC PLANS
T� BY OTHER
1,000 GAL. TOP SEAM —
CONCRETE SEPTIC TANK,
24" RISERS/LIDS,/
r ZABEL A300 12x20-VC-BALL
SS /
4" SCH. 40 PVC CLEANOU
r SS�
J /
2" SCHEDULE 40 PVC 5
s FORCE MAIN/ 5
u / /
0
v 5�� EXISTING 1 S
g HOUSE
1 1303 SF
FIE 5271
L �(\
EXISTING BRICK PATIO
J / O� 5 QPv
U I CRITICAL SLOPES
S
ROUTE FORCE MAIN
OUTSIDE OF CRITICAL
SLOPES AREA
MAINTAIN MINIMUM 24"
COVER ALONG ENTIRE
LENGTH OF FORCE MAIN,
SEE SANITARY PROFILE
2" SCHEDULE 40 PVC
FORCE MAIN
u
2" SCH. 40 PVC
v MANIFOLD LATERAL,
V131, TYP. 4
SEE DETAILED
SEPTIC PLANS,
T BY OTHER
it
"C"—MINIMUM SPACING OF TRENCHES
MOUND ABOVE GRADE TO
fALLOW FOR SETTLEMENT
ZVDH
x. EARTH /PPROVED CRUSHED ROCK
r FILTEREAN COARSE GRAVEL
TO 3/4' NO FINES
tn SCH 40 LPD PIPE
m
TYPICAL SECTION
al 780 SQFT OF DRAINFIELD REQUIRED
ZONE 1 — 4 TRENCHES 65 FOOT LONG
J NOTES: DIVERT SURFACE RUNOFF FROM ENTERING TRENCHES.
L NO REDUCTION IN AREA FOR SUBSTITUTED SYSTEM ALLOWED
n
i
u
LDP TRENCH SECTION
SCALE: NTS
J
- 7
1" PVC TO IT CLOSET FOR
/ SEPTIC ALARM /
VB2, TYP. 4
MOUND ABOVE GRADE TO
ALLOW FOR SETTLEMENT �., NIMUM SPACING OF TRENCHES
EARTH BACKFILL
FILTER CLOTH 1 1 1/4" SCH 40 LPD PIPE
A—
EZ FLOW BUNDLES 4 HERI-URAIEU HIRE
780 SOFT OF DRAINFIELD REQUIRED
ZONE 1 — 4 TRENCHES 65 FOOT LONG
NOTES: DIVERT SURFACE RUNOFF FROM ENTERING TRENCHES.
NO REDUCTION IN AREA FOR SUBSTITUTED SYSTEM ALLOWED
INSTALL ORAINFIELD PER PLANS
LDP TRENCH SECTION (AL
SCALE: NTS
EXISTING SEPTIC TANK - TO
BE ABANDONED IN PLACE
AND GROUTED FULL
/Is
—..—.s-.,..—xE ..—.
Is
0 EXISTING SEPTIC
LINES AND TANKS
TO BE ABANDONED APPROX. LOCATION EXI%
SANITARY LINES - TO BE
i0 ABANDONED IN PLACE
CRITICAL SLOPES
GRAPHIC SCALE
10 20 40
Manifold /
(24' deep)
SEPTIC PLAN
SCALE: 1 "=20'
( IN FEET )
1 inch = 20 ft.
Valve box 6' ROUNOVALVE BDValve box
FINISH GRADE
BRICK SUPPORT��
(THREE)
I1I� 36 GRAVEL
3/16' holes @ 5' DC
First hole @ 2.5'
52 holes per Lod zone @ 6 o clock position
3 holes per lateral
LDP LATERAL SECTION
SCALE: NTS
OFFICE
PLAN VIEW
USE SILICON ADHESIVE
BETWEEN RISER JOINTS
a I I TO 2" ABOVE GRADE
WITH EZ SET POLY RISERS
CONSEALCS-102 AND LID
(ASTM C-9
OFFICE
HIGH PRESSURE
(ASTM 1227)(AS1
SECTION VIEW
W
4" SCH 40 PVC CLEANOUT CAP GRASS
TRAFFIC RATED CLEAN OUT COVER
5 r
TRAFFIC SURFACE
LPD E'Mlln.
•
PUMP
TANK W
P" 4
I � r_l
RECED
Z CONCRETE / W
3000 PSI CONCRETE / 4" SCH 40 PVC PIPE •h
z
SCREW DOWN RISERS WITH
STAINLESS STEEL SCREWS 4"X4"SCH 40 PVC WYE •
� V
HIGH PRESSURE SEATS TRAFFIC AREA NON TRAFFIC AREA
1227) (ASTM 923)
LPD W
PUMP r
TANK SANITARY CLEANOUT SECTION ��
ZABEL MDO-12x20 VC -BALL
EFFLUENT'FILM SCALE: NTS C-04B
EXTEND HANDLE TO
UNDERSIDE OF RISERLID
GENERAL NOTES:
NOTES:
1. SEPTIC TANK IS NEW 1,000 GALLON TOP SEAM CONCRETE TANK
2- INLET -PER VDH SEWAGE DISPOSAL and HANDLING BEGS
3. OUTLET WITH EFFLUENT FILTER
4. TANKS PENETRATIONS MUST BE WATERPROOFED AND NOT LEAK
5. 24" RISER ON INLEVOUTLET SIDE OF TANK.
6. TANK SHALL BE H2O RATED WITH H2O CAST IRON RISER IF LOCATED IN TRAFFIC AREA.
11000 GAL. TOP SEAM SEPTIC TANK ,
SCALE: NTS C-04
Soup all piping to tank with plastic straps
and stainless steel anchors
CONSEALCS-102
(ASTM C-990)
SEPTIC
TANK
HIGH PRESSURE SEALS
(ASTM IU7)(ASTM923)
2" UNION, 2" BALL VALVE
FIRM INFO:
1. SEE APPROVED PLANS BY OLD DOMINION ENGINEERING DATED MARCH 23, 2021.
2. ALL PVC TO BE SCHEDULE 40 UNLESS NOTED OTHERWISE..
Lineage Architects, P.C.
P.O. Box 991
3. NO FALL IN LDP TRENCHES.
98 Lee Highway
4. PLACE PRESSURE RELEASE VALVE AT ANY INTERMEDIATE HIGH POINTS IN FORCE
Verona, VA 24482
MAIN.
Phone: (540)248-3771
Fax: (540)248-1628
Email: info@lineagearch.com
ENGINEER NAME/SEAL:
LTH OF
J JONATHAN F. GARBER a
No. 038568
—
01 /10/22�4'
ti
Leave exna Flom and >
Pump wrung coaled in riser - - St ONAL
24" Minimum Opening
BRING TO 2- ABOVE GRADE SCREW DOWN RISERS WITH
WITH EZ SET POLY RISERS STAINLESS STEEL SCREWS
AND LID \ /
HIGH PRESSURE SEALS
(ASTM 1227) (ASTM 923)
2"snh 40 Pvc Waterproof LPD
junctionH.—-�DRAINFIELD
seal conduit with non hardening sealer
Highlevelalarm Boat IT'
Non-eorrasive lift rope
Check Valve IT Pllh1P On 30"
3/16 vent hole \\\\1
PVC Floral Tree
PUMPOFF 23"
Redundant Off/
"^ Low Level Alarm 19"
1000 Gallon Mid Seam Concrete Tank
Zoeller EI91 Effluent Pump 45 gpm
Orenco MVP S1/2 DM
NOTES:
1. PUMP TANK IS TOP SEAM 1000 GALLON CONCRETE TANK
2. INLET'- 4" SCH 40 PVC TEE
3. TANKS PENETRATIONS MUST BE WATERPROOFED AND NOT LEAK
4. 24- POLY RISER ON OUTLET SIDE OF TANK.
5. STRAP ALL PIPING TO TANK WITH PLASTIC STRAPS AND STAINLESS STEEL ANCHORS
6. FLOAT HEIGHTS WILL NEED TO BE ADJUSTED IF TANK DIMENSIONS VARY FROM 21.64 GALLONS PER INCH
7. EASY ACCESS TO VALVES AND UNIONS
LDP DOSING PUMP TANK SECTION
SCALL: 1,
First 3/16" hole is 2.5' from stare of trench
m•.�-•TT 12. n
Star) of Trench —� Manifold is 24" deep
see site plan for manifold size
Valve box 1
MANIFOLD TO TRENCH
SCALE: NTS
1.25" SCH40 PVC BALL VALVE
for restricting flow
TRIM AROUND PIPE
VALVE BOX 1
SCALE: NTS
1000 Gallon Concrete Top Seam Tank
21.64 gal/in (Hanover Mid Seam) Easy access to valves and unions
Flora[ heights will need to be adjusted
if lank dimensions vary fmm 21.64 gaVin
6I Round Valve Box
i" SCH 40 PVC
_XTENSION
SEPTIC
TANK
24^(min)auto
PVC
LPD
DEAINFIELD
on
1000 GALLON MID SEAM CONCRETE TANK
LDP DOSING PUMP TANK PLAN
SCALE: NTS
1 1/4' SCH 40 PVC SLID to Female Threaded
1 1/4' SCH 40 PVC Threaded Cap
L 1/4'
V Elbow
VALVE BOX 2 10
SCALE: NTS C-04B
LEI
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7
COMMENTS
1/10/2022
6
COMMENTS
11/5/2021
5
MINOR AMNDMNT
8/9/2021
4
PERMIT SET
12/30/20
3
CO. COMMENTS
12/10/20
2
COMMENTS
8/18/20
NO.
REVISIONASSUE
DATE
JOB NUMBER: 19066
DATE: MAY 26, 2020
DRAWN BY: JMT
APPROVED BY: JFG
DRAWING DESCRIPTION
SEPTIC PLAN
AND DETAILS
LEGEND
SYMBOL
CALLOUT
LUMINAIRE
TEMP. OUTPUT QTY.
A
2700 KELVIN 980 LUMENS
li
A
AUTHENTIC DESIGN - COLONIAL
ASHLEY HOUSE WALL MOUNT
T
B
2700 KELVIN
980 LUMENS
F
DEEP LANDING WORKSHOP -
L1316B SCONCE
^
C
2700 KELVIN 490 LUMENS
VA WA L LANITERN NGSTON
T
i
D
2
ANN MORRIS- MORRIS LIGHT
2700 KELVIN
980 LUMENS
T
E AURORA LIGHT - QUADRANT -3W 3000 KELVIN
210 LUMENS 31
T
F HYDREL-ASPEN LED-30` 2700 KELVIN
580 LUMENS 7
=,I LIGHTING CUT SHEETS
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AUTHENTIC DESIGNS
The ANM RLrd
We,, Board, \'emwn105776
Colonial Ashley House Coach'i Mount Lantern - FA
SM-LTA5-&W
BULB SPECS:
2W Wen Maximum El2BWba
2700"Idah
FINISH:
Lahmed Tape
CLASS:
swammFaae
UL LISTED FOR OUTDOOR USE
VAUGI AN
Kingsi Wall Imtem - FC
All
HaMXea
Brous
WQ131RZVX
Zinc
WA0131 ZLU%
Build SPeLMeathen
Bulb Base
EI2 Candelabra Base
Max Wattage
4M
Bulb Supplied
No
Vaughan Recommends
LED2700005001m
For a brighter light, a bulb with a higher lumen
output can be used.
ormodorU
Furable
er
Suiroblekr outdoor use.
WA0131
US vemwn
AC l DS
LISTED
Please Note: -These noresaretorguidance only. Vaughan accepn no responsibility he any installation using the
above notes The final declslon on Installation remalniwithlhe miroller.
vaughandesigns.com
DEEP LANDING WORKIFICHE, Pull
d�pldDii,i gm,
L-16138 - FB
Is hy" high v ID were s s 4,^ deep
Projects 6'1
Two canulates(Elog erckHa
60 watt max eeda(ought
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Email, 4 EM431 dark lead rant chime,
Glass is GLRST, M1mrd made dNmmmon N.
A N N— M O R R 1 5
N E W Y O K K
239 EAST BOTH STREET, NEW YORK, NY 10022
TEL: 212 75S3306 F0X: 212 8384955
EMNL: iaoCanrtmoms.mm
WEBSITE: wwxanDmonismm
MORRIS LIGHT-ED
FINISH: STATUARYBRONZE
BE DIMIETER X 4• DEPTH
LIMPING: (2)SOCKETS PER FMBE- UP TO 40 WATTS PER Si
OR UP T060 WATTS PERSOCKET LED
MEBASE: MEDIUM BME(E26)
2700K
ILL LISTED FOR DUTTON USE
A
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quaiiry and performance standard neveloe avaua°ie Featuring a hears,
army armhdeauamaaa sera ingenioxaryeoaple] mmerohudaie�aramae.
hood vMh no vlaibie hardwam. Available In two distributions and wattages.
FeaumindUde:
3 Wan Sin Is LED or 7 Wad Tdple LED
Up10250lumens a 3000K
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12V/120V LED
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DISSENSIONS LUMEN PACINGES
x..N..m..e.ee>.aue.neadyne—1 m-au-
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STANDAPD DISTBIBUTIDN
�00
LIGHTING NOTES:
1. ALL LIGHTING SHALL:
a. BE EQUIPED WITH AUTOMATIC TIMING DEVICES AND SHALL BE EXTINGUISHED
BETWEEN THE HOURS OF 11:00 P.M. AND DAWN.
b. BE SHIELDED AND FOCUSED TO ELIMINATE GLARE. GLARE CONTROL SHALL BE
ACHIEVED PRIMARILY THROUGH THE USE OF SUCH MEANS AS CUTOFF
FIXTURES, SHIELDS AND BAFFLES, AND APPROPRIATE APPLICATION OF
MOUNTING HEIGHT, WATTAGE, AIMING ANGLE, FIXTURE PLACEMENT, ETC.
c. BE CUTOFF LUMINAIRES, AIMED SO AS NOT TO PROJECT THEIR OUTPUT BEYOND
THE OBJECTS INTENDED TO BE ILLUMINATED; OR NON -CUTOFF LUMINAIRES,
EQUIPPED WITH GLARE SHIELDS, VISORS, BARN DOORS, AND/OR OTHER SIMILAR
SHIELDING ACCESSORIES AS REQUIRED TO MEET THE FOLLOWING CRITERIA:
LIGHT DISTRIBUTION FROM ALL LIGHTING INSTALLATIONS SHALL BE CUT-OFF AT
ALL ANGLES BEYOND THOSE REQUIRED TO RESTRICT DIRECT ILLUMINATION TO
WITHIN THE PERIMETER OF THE LANDSCAPE FEATURE BEING ILLUMINATED.
d. NEVER EXCEED 3,000 LUMENS. FURTHER RESTRICTIONS ON LUMENS MAY BE
IMPOSED BY THE ARB.
e. NOT BE MODIFIED TO REFLECT SEASONAL COLORS.
f. BE OF A NUMBER THAT IS COMPATIBLE WITH THE SCALE OF THE OBJECT AND
THE DEVELOPMENT TO BE ILLUMINATED, SUCH THAT THE LIGHT EMITTED WILL
NOT OVER -ILLUMINATE OR OVERPOWER THE SITE, AS DETERMINED BY THE ARB.
2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE
INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED
OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS
AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM
LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL
AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOT-CANDLE.
3. PHOTOMETRIC MODEL PREDICTS 0.0 fc AT PROPERTY BOUNDARIES.
4. NO TALL POLE MOUNTED LIGHTING IS PROPOSED FOR THIS PROJECT.
'WHYDREL ASPEN LED I'
MRrORMANCE DATA
wrENOu
No-
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MM MMICMAGRAMS
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FIRM INFO:
Lineage Architects, P.C.
P.O. Box 991
98 Lee Highway
Verona, VA 24482
Phone: (540)248-3771
Fax: (540)248-1628
Email: info@lineagearch.com
ENGINEER NAME/SEAL:
LTH OF
U JONATHAN F. GARBER v
No. 038568
,�01 /10/22*r
ti
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1Q
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40
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7 COMMENTS 1/10/2022
6 COMMENTS 11/5/2021
5 1 MINOR AMNDMNT 18/9/2021
4
PERMIT SET
12/30/20
3
CO. COMMENTS
12/10/20
2
COMMENTS
8/18/20
NO.
REVISION/ISSUE
DATE
JOB NUMBER:
19066
DATE:
MAY 26, 2020
DRAWN BY:
JMT
APPROVED BY:
JFG
DRAWING DESCRIPTION:
SITE LIGHTING PLAN
DRAWING NUMBER:
C-04 C
EL
In
`oI
STR# 7
2' SCH. 40 PVC
FORCE MAIN
STR# 2
2' SCH. 40 FORCE
SCALES:
T=3'VER
09+75 10 00 11+00 12-00 13+y10ZT=
570
555
550
555
550
545
540
535
MAINTAIN MINIMUM
24" COVER
EXISTING GRADE530525
520
09+75 10+00 11+00 12+00 13+00 13+25
GRAPHIC SCALE
30 0 10 30 60
( IN FEET )
1 inch — 30 ft.
565
5
550
545
54c
535
525
570
520
120 FORCE MAIN PROFILE
SCALE: 1"=30'
FIRM INFO:
Lineage Architects, P.C.
P.O. Box 991
98 Lee Highway
Verona, VA 24482
Phone: (540) 248-3771
Fax: (540)248-1628
Email: info@lineagearch.com
ENGINEER NAME/SEAL:OFUJONATHAN F. GARBERTNo. 038568
tOl /10/22.$NAL
>
7
COMMENTS
1/10/20226
COMMENTS
11/5/2021
5
MINORAMNDMNT
8/9/2021
4
PERMIT SET
12/30/20
3
CO. COMMENTS
12/10/20
2
COMMENTS
8/18/20
NO.
REVISIONASSUE
DATE
JOB NUMBER:
19066
DATE: MAY 26, 2020
DRAWN BY:
JMT
APPROVED BY:
JFG
DRAWING DESCRIPTION:
SANITARY
FORCE MAIN PROFILE
DRAWING NUMBER:
C-04 D
i
z
20
2
,
li
525
525.65' \ \ \
0'
52\
EXISTING 1 STORY i � F525.50'
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PROPOSED
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285 SF 30 S
FFE 526.60 220 SF
FROM PATIO) E: 525.87
(REAARRENTRAMRAN
// (SIN2 IS
GLE 525.70" '
I
RISER)
t525.56' +525.40' / 525
525.68'
b C "y
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526
/\ 526 ;';
\ \ CRITICAL SLOPES
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535 pp /
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II
525.00
FIRM INFO:
Lineage Architects, P.C.
P.O. Box 991
98 Lee Highway
Verona, VA 24482
Phone: (540)248-3771
Fax: (540) 248-1628
Email: info@lineagearch.com
ENGINEER NAME/SEAL:
OF,
U JONATW F. GARBER a
No. 038568
�01 /10/222�
ti
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COMMENTS
1/10/2022
6
COMMENTS
11/5/2021
5
MINOR AMNDMNT
8/9/2021
4
PERMIT SET
12/30/20
3
CO. COMMENTS
12/10/20
2
COMMENTS
8/18/20
NO.
REVISIONASSUE
DATE
JOB NUMBER:
19066
DATE: MAY 26, 2020
DRAWN BY:
JMT
APPROVED BY:
JFG
DRAWING DESCRIPTION:
GRAPHIC SCALE
D aD
N GRADING/E&SC PLAN GRADING/E&SC PLAN
( IN FEET )
1 inch = 20 ft.
SCALE: 1 "=20'
DRAWING NUMBER:
C-05
PRECAST CONCRETE OR
4"#57 STONE SECURED w/ GravelPave OR APPROVED EQUIVALENT CUT STONE CURB
4"HEAVY STONE BRICK PAVER
12" RDC, COMPACTED w/ SHEEP'S FOOT
ROLLER IN TWO EQUAL LIFTS 3 "' (80 MM) MIN THICKNESS
1" TO 1 2" (25 TO 40 MM) BEDDING SAND
0 GEROTEXTILE 12" (300 MM) WIDE,
TURN UP AGAINST CURB
COMP ACTED AGGREGATE BASE
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ GEOTEXTILE AS REQUIRED
TURN UP AT SIDES OF BASE
NOTE:°
THIS DETAIL SHALL NOT BE USED FOR
EXISTING SOIL COMPACTED TO
I
a
T ACCESSIBLE PARKING SPACES AND
95% STD PROCTOR DENSITY
.4° a
UTHE AISLE BETWEEN THEM.
REMOVE INCOMPETENT SOIL
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SCALE: NTS
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IIIIIIII I
5
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COMPACTED SOIL SUBGRADE
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575mm (22.63") 575mm (22.63")
lele�le�le�l'elf'I��le�l��l�el��le�leel�lleele�leeleel'el�el���
r GREEI�DRIVEWAY
GD GRAVEL 60-40
A GREEN ALTERNATIVE FOR PAVING AND LANDSCAPING
WEB: greendriveway.com Email: info@greendriveway.com
GRAVEL GRID DETAIL
SCALE: NTS
� COMPACTED AGGREGATE OR
COMPACTED BEDDING
NOTE:
1. EDGE RESTRAINT SHOULD BE MINIMUM 6 IN. (150 MM) WIDE FOR STREET APPLICATIONS.
2. EDGE RESTRAINT MAY BE EVEN WITH TOP OF BRICK PAVERS.
3. THICKNESS OF AGGREGATE BASE WILL VARY WITH SUBGRADE CONDITIONS AND CLIMATE.
COLDER CLIMATES MAY REQUIRE THICKER BASES.
PAVER SECTION
SCALE: NTS
STEEL EDGING
GRAVEL DRIVE AND PARKING - APPROX.
FLUSH WITH TOP OF EDGING
GRADE NO MORE THAN 1/2"
BELOW TOP OF EDGING
TURF
I I II
III TAPERED STEEL STAKES TO
UUUJJJ INTERIOR OF BED AREA
NOTE:
1. STEEL EDGING TO BE 1/8"X4" (.120-.125" AVERAGE THICKNESS) OR EQUIVALENT.
STEEL EDGING DETAIL
SCALE: NTS
STANDARD
ALUMINUM
SIGN
ALUMINUM
"VAN -ACCESSIBLE"
SIGN
2"X2" STL. TUBE,
EXTEND 2'-0" INTO
CONC. FILLED PIPE
6" DIA. STD.
STL. PIPE FILLED
WITH CONCRETE
#6 BARS EACH
WAY THRU PIPE
HANDICAP PARKING SIGN
SCALE: NTS
8„
RESERVED
PARKING
O
I
PENALTY
$100-500 FINE
1
FIRM INFO:
Lineage Architects, P.C.
P.O. Box 991
98 Lee Highway
Verona, VA 24482
Phone: (540)248-3771
Fax: (540)248-1628
Email: info@lineagearch.com
ENGINEER NAME/SEAL:
��LTH Op-%ML
U JONATHAN F. GARBER a
No. 038568
S01 /10/22�'-'7
' S&ONAL
d
W
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a
>
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a
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ti
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7
COMMENTS
1/10/2022
6
COMMENTS
11/5/2021
5
MINOR ANI DMNT
8/9/2021
4
PERMIT SET
12/30/20
3
CO. COMMENTS
12/10/20
2
COMMENTS
8/18/20
NO.
REVISIONASSUE
DATE
JOB NUMBER:
19066
DATE: MAY 26, 2020
DRAWN BY:
JMT
APPROVED BY:
JFG
DRAWING DESCRIPTION:
CONSTRUCTION DETAILS
DRAWING NUMBER:
C-06
I
1
1
I
I
I
I
I
1
1
I
1
1
1 �
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526.55'
1�00
525.65'
526
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HANDICAP SIGN MOUNTED ON POST, 525.8
I
DESIGN BY OTHER
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(TOP OF
a
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DI
0
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$00
8 00
5.50'
525.50'
(TOP OF WALK)
ADA COMPLIANT GRAVEL GRID
BRICK PATHWAY
If WHEEL STOP, typ. 2
25.78' DESIGN BY OTHER
1. SLOPES IN PARKING SPACES SHALL NOT EXCEED 2%.
2. SLOPE OF WALKWAY SHALL NOT EXCEED 5%.
3. CROSS SLOPE OF WALKWAY SHALL NOT EXCEED 2%.
4. ALL SURFACE MATERIALS SHALL BE ADA COMPLIANT.
HANDICAP PARKING LAYOUT
SCALE: 1" 5'
0801 DI
APPROX. DRAIN AREA =19.30 SO IN
APPROX. WEIGHT=5.00 UPS
rzx:�1
� l+
1.25 1
07.85
DIMENSIONS ARE FOR REFERENCE ONLY
ACTUAL DIMENSIONS MAY VARY
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
DIMENSIONS ARE IN INCHES
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
GRATE HAD LIGHT DUTY RATING
OR POSSESSION OF THIS PUNT DOES NOT CONFER,
QUALITY: MATERIALS SHALL CONFORM TOASTM A536 GRADE 705D05 TRANSFER, OR ucSNSE THE USE OF THE DSUOx OR
PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMARON
SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILRY CONTAINED HEREIN, OR MANUFACTURE OF ANY
ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT
OF ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
JUSTICE, 20 CFR PART 36,
IS FORBIDDEN, ExCEVT By SPEEDED MITER
PERMISSION FROM NYLOPIAST mo,zrvlwas
NYLOPLAST 8"
DROP —IN GRATE
11SOMEROXAAYE
(1
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PHX 70 BGD2W
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yl� xwxyllI
Plee4uecom
526.79'
(TOP OF WALK)
9'
(TOP OF WALK)
1
c-os
570
�- SEE DRAWING NO.7001-110-275 FOR ADS N-12 &
HANCOR DUAL WALL BELL INFORMATION
02 - SEE DRAWING NO.7003-110-031 FOR WATER TIGHT
SWAGE JOINT DETAIL
3- DIMENSIONS ARE FOR REFERENCE ONLY
ACTUAL DIMENSIONS MAY VARY
4. DIMENSIONS ARE IN INCHES
NYLOPLAST 8 x 8 TEE
INTERIOR VESTIBULE" THRESHOLD 5' LANDING
FFE = 526.83 FFE = 526.79
NOTE:
1. NO HANDRAILS REQUIRED.
2. ACTUAL CROSS SECTION DESIGN BY LANDSCAPE ARCHITECT.
3. MORTAR JOINTS ON AN ACCESSIBLE PATH MAY NOT EXCEED 4" DEPTH.
ADA RAMP TO PATIO SECTION
SCALE: NTS
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
3130 VERONA AVE
BUFORD, GA 30518
N o 1 last
PHN (770) 932-2443
FAX 770 932-2490
Y
www.n to lasbus.com
Y P
5.25' RAMP
SLOPF — sz
FIRM INFO:
BRICK P A TI 0 Lineage Architects, P.C.
P.O. Box 991
F F E 526.35 98 Lee Highway
Verona, VA 24482
Phone: (540) 248-3771
Fax: (540) 248-1628
Email: info@lineagearch.com
ENGINEER NAME/SEAL:
I TH OF DML
V
U JON�. GARBER 9
No. 038568
S01 /10/22�
�`SIONAL EON
W
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0
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7 1 COMMENTS
6 COMMENTS 11/5/2021
5 MINOR AMNDMNT 8/9/2021
4 PERMIT SET 12/30/20
3 CO. COMMENTS 12/10/20
(ram tiT�] � I � I d�Y K� E9LI lIxS11■
NO. REVISION/ISSUE DATE
JOB NUMBER: 19066
DATE: MAY 26, 2020
DRAWN BY: JMT
APPROVED BY: JFG
DRAWING DESCRIPTION:
HANDICAP PARKING LAYOUT
& CONSTRUCTION DETAILS
DRAWING NUMBER:
C-06 A
SCALE: NTS
SCALE: NTS
T
51
g■
INTERNATIONAL SOCIETY
OF ARBORICULTURE
DO NOT HEAVILY PRUNE THE TREE AT
PLANTING. PRUNE ONLY CROSSOVER LIMBS,
CO -DOMINANT LEADERS, AND BROKEN OR
DEAD BRANCHES. SOME INTERIOR TWIGS AND
LATERAL BRANCHES MAY BE PRUNED;
HOWEVER, DO NOT REMOVE THE TERMINAL
BUDS OF BRANCHES THAT EXTEND TO THE
EDGE OF THE CROWN.
STAKE TREES ONLY UPON THE
APPROVAL OF THE LANDSCAPE
ARCHITECT SEE STAKING DETAIL.
WRAP TREE TRUNKS ONLY UPON THE
APPROVAL OF THE LANDSCAPE
ARCHITECT. SEE WRAPPING DETAIL.
INTERNATIONAL SOCIETY OF ARBORICULTURE
1400 WEST ANTHONY DRIVE CHAMPAIGN, IL 61821
(217) 355-9411 (217) 355-9516 FAX
EACH TREE MUST BE PLANTED
SUCH THAT THE TRUNK FLARE
IS VISIBLE AT THE TOP OF THE
MARK THE NORTH SIDE OF THE TREE IN
ROOT BALL. TREES WHERE THE
rr
THE NURSERY, AND ROTATE TREE TO
TRUNK FLARE IS NOT VISIBLE
FACE NORTH AT THE SITE WHEN EVER
SHALL BE REJECTED. DO NOT
POSSIBLE.
COVER THE TOP OF THE ROOT
BALL WITH SOIL.
SET TOP OF ROOT BALL FLUSH TO
MULCH RING 1800 MM (6 FT.)
GRADE OR 25-50 MM (1-2 IN.) HIGHER IN
DIAM. MIN. 2400 MM BFT. DIAM. 100 MM (4 IN.) HIGH EARTH
SLOWLY DRAINING SOILS.
PREFERRED SAUCER BEYOND EDGE OF
ROOT BALL.
200 MM (8 IN.)
Ilq YY,,,,
•Y I,IIIIIYY,YI/YIIIIIII.
"' REMOVE ALL TWINE, ROPE AND
,,,,,,,,
50 MM (2 IN.) MULCH. DO NO PLACE
; ; ; ; , , WIRE, AND BURLAP FROM TOP
iii+' +
MULCH IN CONTACT WITH TREE TRUNK.
HALF OF ROOT BALL
MAINTAIN THE MULCH WEED -FREE FOR
'i'?, , +'+'+' 'A
P
MINIMUM OFTHREE YEARS AFTER
PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE
7!15
PLANTING.
OT BALL, CUT THE WIRE BASKET IN FOUR PLACES
ND FOLD DOWN 200 MM (8 IN.) INTO PLANTING HOLE.
NOTE: FOR DIMENSIONS OF PLANTING
LACE ROOT BALL ON UNEXCAVATED
AREAS, TYPES OF SOIL AMENDMENTS,
R TAMPED SOIL.OR
SOIL REPLACEMENT, SEE "SOIL
IMPROVEMENT DETAILS."
MP SOIL AROUND ROOT BALL BASE
FIRMLY WITH FOOT PRESSURE SO
THAT ROOT BALL DOES NOT SHIFT.
NOTES
1. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS
DETAIL.
TREE PLANTING DETAIL - B&B TREES IN ALL SOIL TYPE
NOTE: THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM
(8 FT.) SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING.
TREE PLANTING DETAIL
SCALE: NTS
INTERNATIONAL SOCIETY OF
ARBORICULTURE
INTERNATIONAL SOCIETY OF ARBORICULTURE
1400 WEST ANTHONY DRIVE CHAMPAIGN, IL 61821
(217) 355-9411 (217) 355-9516 FAX
INTERNATIONAL SOCIETY OF INTERNATIONAL SOCIETY OF ARBORICULTURE
ARBORICULTURE 1400 WEST ANTHONY DRIVE CHAMPAIGN, IL 61821
(217) 355-9411 (217) 355-9516 FAX
WIRE OR CABLE SIZES SHALL BE AS FOLLOWS:
TREES UP TO 65 MM (2.5 IN.) CALIPER -14 GAUGE
TREES 65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER -12 GAUGE
TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE
SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE.
TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED
13 MM (0.5 IN.) DIAM. �J
PLASTIC HOSE
GALVANIZED WIRE OR CABLE
TWIST WIRE TO TIGHTEN.
240 x 40 MM (1.5 x 1.5 IN.) E
HARDWOOD STAKES OR OTHER
APPROVED STAKE MATERIAL _ _ E
ALL STAKES SHALL DRIVEN OUTSIDE V
THE EDGE OF THE ROOT
�f BALL.
IMOAL9ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR
CABLE AGAINST THE TREE TRUNK IS A MINIMUM OF 12 MM (0.5 IN.).
REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS
TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES
SHALL BE REMOVED NO LATER THE END OF THE FIRST GROWING SEASON AFTER PLANTING.
TREES NORMALLY DO NOT NEED TO BE STAKED AND STAKING CAN BE HARMFUL TO THE TREE. STAKING SHOULD BE DONE ONLY
WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT IF IT IS EXPECTED THAT THE TREE WILL NOT BE ABLE TO SUPPORT ITSELF.
THE FOLLOWING ARE REASONS WHY TREES DO NOT REMAIN STRAIGHT.
*TREES WITH POOR - QUALITY ROOT BALLS OR ROOT BALLS THAT HAVE BEEN CRACKED OR DAMAGED. REJECT RATHER THAN STAKE.
*TREES THAT HAVE GROWN TOO CLOSE TOGETHER IN THE NURSERY, RESULTING IN WEAK TRUNKS. REJECT RATHER THAN STAKE.
*PLANTING PROCEDURES THAT DO NOT ADEQUATELY TAMP SOILS AROUND THE ROOT BALL. CORRECT THE PLANTING PROCEDURE.
*ROOT BALLS PLACED ON SOFT SOIL. TAMP SOILS UNDER ROOT BALL PRIOR TO PLANTING.
*ROOT BALLS WITH VERY SANDY SOIL OR VERY WET CLAY SOIL. STAKING ADVISABLE.
*TREES LOCATED IN A PLACE OF EXTREMELY WINDY CONDITIONS. STAKING ADVISABLE.
NOTES
1. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL.
/ \ TREE STAKING DETAIL - TREES 75MM (3 IN.) CALIPER OR LESS
TREE STAKING DETAIL
SCALE: NTS
DRIP LINE
PROTECTIVE DEVICE
MAXIMUM LIMITS OF
CLEARING AND GRADING
PROPOSED GRADING
rrr - a a
y a a
a
/ MIN 5'
WHERE DRIP LINE
IS LESS THAN 5'
CONSTRUCTION OPERATIONS RELATIVE
TO THE LOCATION OF PROTECTED TREES
TREE PROTECTION DETAIL
SCALE: NTS
FIRM INFO:
Lineage Architects, P.C.
P.O. Box 991
98 Lee Highway
Verona, VA 24482
Phone: (540) 248-3771
Fax: (540) 248-1628
Email: info@lineagearch.com
ENGINEER NAME/SEAL:
LTH pF,�
v JONATHAN F. GARBER v
No. 038568
S01 /10/22ti
ti}
�SjONAL Y' �
5 w
a
T
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dd
DRIP LINE v H
SNOW FENCE
TWO -WALLED PLASTIC
SHEETING OR TREE SHELTER
MATERIAL APPLIED FROM
TRUNK FLARE TO FIRST
BRANCH
BIO-DEGRADABLE
PLASTIC TAPE
APPLY THE PLASTIC SHEETING LOOSELY AROUND THE TRUNK TO LEAVE
A 12 MM (0.5 IN.) GAP BETWEEN THE TRUNK AND THE SHEETING.
OPTION 1
OPTION 2
BREATHABLE FABRIC TREE WRAP APPLIED
FROM TRUNK FLARE TO FIRST BRANCH.
WRAP PAPER FROM THE BOTTOM UP WITH
SUFFICIENT OVERLAP TO COVER ALL BARK.
BIO-DEGRADABLE
PLASTIC TAPE.
TREE WRAP SHOULD BE INSTALLED AT TIME OF PLANTING AND BE REMOVED WHEN DIRECTED
BY THE LANDSCAPE ARCHITECT, BUT NO LATER THAN 12 MONTHS AFTER PLANTING.
TREES WHOSE NORTH ORIENTATION IS NOT CHANGED FROM THE NURSERY DO NOT NEED TO
BE WRAPPED EXCEPT TREES WITH VERY THIN BARK, SUCH AS RED MAPLE, SHOULD BE
WRAPPED IF APPROVED BY THE LANDSCAPE ARCHITECT.
NOTES
1. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL.
QTREE WRAPPING DETAIL
No. 145-002
7
COMMENTS
1/10/2022
6
COMMENTS
11/5/2021
5
MINOR AMNDMNT
8/9/2021
4
PERMIT SET
12/30/20
3
CO. COMMENTS
12/10/20
2
COMMENTS
8/18/20
NO.
REVISION/ISSUE
DATE
JOB NUMBER:
19066
DATE: MAY 26, 2020
DRAWN BY:
JMT
APPROVED BY:
JFG
DRAWING DESCRIPTION:
LANDSCAPING DETAILS
DRAWING NUMBER:
TREE WRAPPING DETAIL
SCALE: I --
TREE FENCING AND ARMORING DETAIL
SCALE: NTS
C-07