HomeMy WebLinkAboutSDP202100077 Plan - Approved Minor Amendment 2022-01-263
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VIRGINIA
SETBACKS AND BUILDING
HEIGHT Cml COMMERCIAL
ZONING DISTRICT
7/22/2020 Albemarle County, VA Code of Ordinances
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 j
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 (ii) 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
Conventional Commercial Districts
Abutting Nomrssldentlal Districts
Naer and ripe
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building code
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NOW
No —.1— Yorn sed ace Yong Ddr." arueul.
Figure 2
Comentionai Commercial Districts
Abutting Residentlal or Rural Areas Districts
I Rear •A' i
I 1
Side SO"I
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Sec. 21.4 - Height regulations.
Except as otherwise provided in section 4,10, structures 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.
(§ 20-21.4, 12-10-80; 9-9-92; Ord, 15-18(4)_, 6-3-15; Ord, 17-18(4)_, 8-9-17)
SDP202100077
A MINOR SITE PLAN AMENDMENT
TO "PREVIOUS SDP20200006OR DS TAVERN
ALBEMARLE COUNTY, VIRGINIA
LINEAGE JOB #19066
INDEX OF SHEETS
DESCRIPTION
SHEET NO.
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VICINITY MAP
(SCALE 1:2000)
FIRM INFO:
Lineage Architects, P.C.
P.O. Box 991
SITE 98 Lee Highway
Verona, VA 24482
Phone: (540) 248-3771
Fax: (540) 248-1628
Email: info@lineagearch.com
ENGINEER -LSEAL:
If parv-
TITLE SHEET
C.01
N
GENERAL NOTES
C-02
EXISTING CONDITIONS
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
PKATA MN 1 101 B , M d M_
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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-1534.901
PROPERTY INFORMATION FOR TMP 59-15A1
OWNER: IVY ROAD RE LLC.
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
'cne AR'emarie Count,/
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ilIII _ fl p Z0Z j 00077
SICAATURE PANEL:
DEPARTMENT OF COMMUNITY DEVELOPMENT;
PLANNING i ZONING
ENGINEERING
INSPECTIONS
ARCHITECTURAL REVIEA BOARD
DEPARTMENT OF FIRE AND RE5CUE
ALBEMARLE COUNTRY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
HEALTH DEPARTMENT
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COMMENTS
J/10/2022
----------
6
COMMENTS
11/5/2021
APPROVAL DATE
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------------------
-----------------------
---------------- ------ --- ---
---------- -___ -------- --- ------------- ---
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:
TITLE SHEET
DRAWING NUMBER:
1. TAX MAP: 059000000015A1
2. DB REFERENCE: 5123/91
GENERAL NOTES:
�I
11 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.
n 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
r CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ALL
s EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. THE CONTRACTOR
SHALL PROVIDE TEST PITS AT ALL LOCATIONS WHERE PROPOSED CONSTRUCTION
T CROSSES EXISTING WATER, GAS AND FIBER OPTIC LINES.
0
0
3) THREE BUSINESS DAYS PRIOR TO ANY EXCAVATION CALL MISS UTILITY.
0
4) ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH LOCAL AUTHORITY
0
C
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
L 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
3 STANDARDS AND SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF
TRANSPORTATION.
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7) INSTALLATION OF CONCRETE STORM PIPE SHALL COMPLY WITH VDOT STANDARD
DRAWING PB-1.
0
0
8) ALL RIGID PIPE BEDDING (CONCRETE, CEMENT LINED DUCTILE IRON PIPE, ETC.)
L SHALL BE CLASS C, UNLESS NOTED OTHERWISE ON THE PLANS.
0
5
3 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.
3
0
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
a
REFUSE DEBRIS DERIVED FROM ANY SOURCE.
0
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
91 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
T
RECOMMENDATIONS OF SOILS ENGINEER AFTER COMPLETION OF STANDARD PROCTOR
IV
CL
TEST AND SHALL MEET BEARING REQUIREMENTS OF ARCHITECT FOR BUILDINGS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING.
0
14) EMBANKMENT FILL AND TRENCH BACK -FILL SHALL BE PLACED IN LIFTS AT
A MAXIMUM UNCOMPACTED DEPTH OF 8-INCHES AND 6-INCHES, RESPECTIVELY.
al DENSITY TESTS SHALL BE CONDUCTED AT THE FOLLOWING MINIMUM FREQUENCIES:
3
(A) EMBANKMENTS FOR ROADS, STREETS, DAMS, ETC,:
a
ONE TEST PER LIFT PER 10,000 SQUARE FEET OF LIFT.
a
(B) BACK -FILL AROUND STRUCTURES AND IN TRENCHES:
ONE TEST PER LIFT PER 500 LINEAL FEET OF TRENCH.
V) 15) COMPACTION TESTS FOR STREET PAVEMENT STRUCTURE SHALL BE MADE IN CUT
0
AND FILL AREAS AT THE FOLLOWING MINIMUM FREQUENCIES:
0
(A) SUB -GRADE: ONE TEST PER LANE PER 500 LINEAL FEET.
(B) STONE -BASE: ONE TEST PER LANE PER 6" COMPACTED LIFT
PFR 5flfl I INFAI FFFT
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(C) HOT ASPHALTIC CONCRETE: ONE TEST PER LANE PER LIFT
PER 500 LINEAL FEET,
J
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 TIN 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 Al 17.1-09 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 WESTsm
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
STR,
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
TIP
TOP OF GRAVEL PAVEMENT
EXISTING
ROADS
ROAD CENTERLINE
SIDEWALKS
CONCRETE PAVEMENT
GRAVEL SURFACE
BUILDINGS
FENCE
DECIDUOUS TREE
CONIFEROUS TREE
CONIFEROUS SHRUB
st ST STORM WATER LINE
- - - PROPERTY LINE
i STORM SEWER
- - 2900 - - - - 2900 - - INDEX CONTOUR
- - - 2898 - - - - - - 2896 - - - INTERMEDIATE CONTOUR
2876.3
x 2893.66 _1_x 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
one ❑HE OVERHEAD ELECTRIC LINE
uge UGE UNDERGROUND ELECTRIC LINE
oht ❑HT OVERHEAD TELECOM LINE
VDOT General Notes
ugt UGT UNDERGROUND TELECOM LINE
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.
VDOT General Notes (Continued) gas GAS GAS LINE
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 l public utility companies, It is the sole responsibility of the
V18. Prior to VDOT acceptance of any streets, all requiredstreet s'gna e and/or pavementmarkings shall be installed by developer in accordance with the Manual On Uniform Traffic
developer to locate and identify utilityfacilities 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
and testing of the density control strip.
inspection.
V8. The contractor shall notify the Traffic Operations Center at (540) 332-9500 for any traffic control plan that impacts a VDOT maintained Interstate or Primary roadway to provide notification of the installation and removal of the work zone.
V21. Asphalt concrete pavements shall be laced i accordance with Section 315 of the VDOT Road and Bridge Specifications, Density shall be determined using the density control strip as
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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 m accordance with Section 3,02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties
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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 project 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 type and
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 pipe. Foundation designs shall comply
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
be given by VDOT after grading is mostly complete.
that vicinity until an adequate design can be determined by the engineer and approved by VDOT.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved b a VDOT representative prior to placement 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,
r h h lift thicknesses, density n moisture requirements specified in h rr n VDOT Road an Bridge
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in accordance with the i t t c esses, de s ty and as spec ed t e cu e t d 9e
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
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.
Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise.
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 LID 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 pipes identified on the plans as storm sewer pipe and a select number of pipe culverts. For pipe 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@Iineagearch.com
ENGINEER NAME/SEAL:
op
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No, 038568
�01 /10 /2 2�0
�`S111pNAL E��1
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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 k>.
+(�'�' \ 34" TULIP POPLAR \
I IVY ROAD \
US ROUTE 250
DEMOLISH AND REMOVE — CRAPE MYRTLE x3 \a \ ADO i _ 80.00 R.O.W. \
Q DOGWOOD x2 v
DOGWOOD
ARBORVITAE SCREEN
s \
APPROX. LOCATION $9 — =�cT�Q�
d8 EVERGREEN MAGNOLIASEPTIC LINE TYP. 3
°
a
°
0
°
3
TM 59-16A SEPTIC LID
O
IVY HILL GARDENS, LLC DEMOLISH AND REMOVE \I�` +' i\�`' CLEANOUT•
14 WILLOW OAK >
MIXED DECIDUOUS BED \�\I �I\� I �+
DB 5002/71 + + 1DEMOLISH AND REMOV \
\\I�`+%':'\ / �' DECIDUOUS MAGNOLI
�` j \�. 7u7 ;' DEMOLISH AND l DEMOLISH AND REMOVE I14
RURAL AREA \\II
1��\11,� �-'� o DEMOLISH AND REMOVE REMOVE BIRCH I SHRUBS x4�C,
POWER POLE
MULTI -FAMILY RESIDENTIAL \I+I DEMOLISH AND REMOVE' _ Y +�
DOGWOOD x3
DEMOLISH AND REMOVE / '�i �� ` 1 DEMOLISH AND REMOVE f ,
\\\ CONCRETE PATH �\ >i + S� f?_ + �, �, FENCE x2 +`
° ���+,,\� \ �• / �, , DEMOLISH AND REMOVE
+ t\�` �/ \ \�/�/ / �, + \h�,, f/ OVERHEAD ELECTRIC LINE t��
DECIDUOUS MAGNOLIA �\ �\�/DEMOLISH AND REMOVE ABANDON EXISTING SEPTIC +
�� �✓i
tom,+1\`` / WOOD PATH EDGE LINE PAST NEW CIO
+ / \ GRAVEL DRIVEWAY \ ~ r
\�Y +Il\\ 3846.50 SF
i ONE STORY HOUSE l
DEMOLISH AND REMOVE
\I,+�tFl\�`� DOOR527.91' /
ARBORVITAE SCREEN \�\ /+'.'fit\�1303 SF I ROSE OF SHARON x6
,r\I\� DEMOLISH AND REMOVE
HEMLOCK ROW—\v\tt\�` \ /. Q I BRICK PATH ------------------- 3i
DEMOLISH AND REMOVE DEMOLI�- I ,
\� +0 REDCEDAR FLAG POD
\t '£tl\�
/�\IFj>+�tV\� BRICK
�\tCt` PATIO ; 2 STORY HISTORIC TAVERN
ROOFTOP 551.7' ?� /
BRICK RETAINING WALL �� 1612 SF _ oFck rG
1
° +�&t\/&r\ MAX HEIGHT: O� poRc i�l�°�+�i
/ BENCHMARK -�7\I + POND / \^ \ N�°+
AXLE . • • • • \ / \\ / o / / f �\ 1 STORY BLDG
c ELEVATION '/\� . . . . ' DEMOLISH AND REMOVE DOOR525.8' �` DEMOLISH AND
a 534.90' d,° ROOFTOP 542.9' .,REMOVE DOGWOOD {
EXISTING PATIO 230 SF +
�s a
/ DEMOLISH AND REMOVE EXISTING PORCH "I STORY HOUSE � � Y �o ,
\ PER ARCHITECTURAL PLANS FF 526.94'
/ \ RIDGELINE 538.25'
WOODED SLOPE . . . . . . . . . . . . . _ 17?4 SF
3 MIX OF DECIDUOUS. e/Rocq�� \� �0�it 4� 1--
> AND EVERGREEN �STO E ETAI ING ALL / 5V0' N R N W / p-
CRITICAL SLOPES ' • MAX HEIGHT: 3.00' DEM LISH AND REMOVE rr /
/. POWER POLE -'UT TY POLE \
�. BLDG
4o.00 T '
1 DEMOLISH AND REMOVE EXISTING HOUSE
. . . PER ARCHITECTURAL PLANS
. . t. r DEMOLISH AND REMOVE
. . . . . . . . . 54 /. OVERHEAD ELECTRIC LINE
. . . . . . . . . . . ..� . 500 '1Vi UTILITY POLE
1 . . . . . / . CRITICAL SLOPES +
U . . . . . . . . . . . . . .l .. . . . . . . . .
D .. .. .'. .. .. ..'..'..4. .' . .'....
/ / I
. . . . . . . . . . / . _.-r• . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . .
° BLACK WALNUT \! IIII BACK' W.
ALNUTx. . . . . . . . . . . . . . . .
-----
L .................. \ /\
I�a- _
. . . . . . . \\`,\ \\\ \\\ \, \\ <V \ `\I I 1 -� \ 11 `I 1 +'I,• ''ll ''1.IZ
>7 . ' . ' . • . ' . ' . ' . . ' . ' . ' . ' . \\ `\ \\ \ \\\\\`, ' - ; • •`1 •'1,' \`,• '� '1 'I II \`\
TM 59-15A ° . • ; I II y
. . . . . . . . .
IVY ROAD RE, LLCM
DB 5123/91 +
�..
RURAL AREA / C1 COMMERCIAL "
..
Inst 201800013717 �;..........'I +
�r� �. ., . .1` . ' . 'll . I . II fill i ,' 1,'. . JAPANESE MAPLE x2 j
FEMA Flood Zone X 51003CO265D, 2/4/05 sti ........
. . . . . . .,, .. .j.
Samuel Miller Magisterial District . !. 1. • . !;, ! '1 I.I.1�; I';1 . ``.;. \ • I';i i ; ' I-Iii
--------- BLDG CoNC
; , WOODED SLOPEo
PAD
o ;•I •j I { MIX OF DECIDUOUS
n /
AND EVERGREEN
' II
T \ O
CL
�,----------------
I
°3QSQ•'3'Z\ / N69 Q� H/8g4 t 1 ill 'i i1 ;I I
III
g' zo
Ln
Q, 1• ( •, ' 1 I I ,' ry
N QQ //�� ^ 5,3 /
T M 5 9-1 5 B N87° 08'33"W 86.82'
N /
HALLAM ROTH x
T DB 4263/729 TM 59-15
�o
RURAL AREA JERRY D BENINATE
l SINGLE FAMILY RESIDENTIAL / DB 1654/396
U
U
1
°
c
R77.35'
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
s, NOTED.
%s 8. ALL TREES NOT EXPLICITLY SHOWN FOR DEMOLITION SHALL BE
q
�9.° 4, \ PRESERVED.
9. ALL DEMOLISHED MATERIAL IS TO BE REMOVED TO LANDFILL.
0
o,� °1y
op2F,3
EASEMENTS OF RECORD:
(EASEMENTS AS KNOWN OR DISCLOSED, NO TITLE REPORT FURNISHED,
UTILITY POLE I \ ADDITIONAL EASEMENTS OR UTILITIES MAY OR MAY NOT EXIST.)
DOGWOOD /
,L- Zo"WILLOW OAK VIRGINIA ELECTRIC AND POWER COMPANY EASEMENTS:
s '
A`Tci REMOVE
..........
DB 307/183 POLE LINE EASEMENT PARALLEL TO RT. 250, NO WIDTH GIVEN.
+ Q + \ -NOT PLOTTED
RURALAREA
RESIDENTIAL -MOBILE HOME
\ \\ DEMOLISH AND REMOVE \'`, \ DB 316/562 POLE LINE EASEMENT PERPENDICULAR TO RT. 250, NO WIDTH
LAURELS \`o° GIVEN. -NOT PLOTTED
DEMOLISH AND REMOVE
DOGWOOD
s ELECTRIC EASEMENT RESERVATIONS:
\ DB 263/230 RESERVATION FOR AN EASEMENT FOR POWERLINE CROSSING
\ \ p� :: ' PROPERTY. NO WIDTH GIVEN. LOCATION NOT SPECIFIED, NOT
416),0•� PLOTTABLE.
py�.. .... ' .. DB 263/440 RESERVATION FOR AN EASEMENT FOR POWERLINE CROSSING
, ' , ' , ' , ' , ' , PROPERTY. NO WIDTH GIVEN. LOCATION NOT SPECIFIED, NOT PLOTTABLE.
TM 59-15AT', I ...... •
CRAPEMYRTLE x3 IVY ROAD RE, LLC` I. VIRGINIA TELEPHONE AND TELEGRAPH EASEMENTS:
\..
DB 5123/91 I ..'..'.'.'.'..'....'.'.. .
DB 338/415 POLE LINE EASEMENT, WIN WIDTH CENTERED ON WIRES AS
Cl"C,OMMERCIAL I BENCHMARK CONSTRUCTED. NO LOCATION SPECIFIED. NOT PLOTTED.
IRON PINLEVATIDB 338/424 POLE LINE EASEMENT, 20' IN WIDTH CENTERED ON WIRES AS
LAND USE UNASSIGNED \ \ E1523.31oN CONSTRUCTED. NO LOCATION SPECIFIED, NOT PLOTTED.
, s
WATERLINE EASEMENT:
\
\ \
\ DB 357/219 RIGHTS TO A WELL AND WATERLINE, IN EXCHANGE FOR A
CRAPEMYRTLE x2 RELEASE TO RIGHTS TO A SPRING,
/ ACCESS EASEMENT:
\
\41
1 DB 263/440 A 20' WIDTH EASEMENT FFOR ACCESS, OVER THE "OLD D.S.
ROAD", SHOWN HEREON ON THE WESTERN SIDE OF THE PROPERTY.
�a 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.
a
g
L44
544
S40
SIGHT LINE AT .6' HEIGHT— 0
536
36
—
Si Hi LINe A73.6'HEIGH7
EOFI RO
532
—
MISTING 532
526
E
526
524
524
520
526
+I
p 4
4
b
SIGHT DISTANCE PROFILE AT IVY ROAD
SCALE: 1 "=200'
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:
LTH OF�
P.
;F�
U JONATHAN F. GARBER >
No. 038568
�t Ol /10/22�
C
I
O
a,
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
8/19/20
NO.
REVISION/ISSUE
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
O
T RIGHT-OF-WAY DB 263/440
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(EXCEPTING
BUILDINGS
ONLY
FOR
OB 2(31230
AREA"
OR
FOR GARDENS
HOGS
PENS
OR GOATS)
OF ANY
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GRAPHIC SCALE
30 0 15 30 40
( IN FEET )
1 inch = 30 ft.
60
EXISTING ZONING AND EASEMENTS
SCALE: 1 "=20'
/ CRITICAL SLOPES / �•
30
\�R yAR�SF
r\ AFR4'0
\
GRAPHIC SCALE
0 15 30 40
( IN FEET )
1 inch = 30 ft.
60
1
EXISTING BUFFERS AND SETBACKS
SCALE: 1 "= 20'
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:
TH p1^F
U JONATHAN F. GARBER �11
No. 038568
01 /10 /2 2,4v
-"n:sjoNAL E�ti
a
a
W
O
U
O
F
V1
z
U
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:
EXISTING ZONING,
SETBACKS, AND EASEMENTS
DRAWING NUMBER:
C-03 A
�
oAt
V)
D
o
91
D
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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 F m
THE APPLICANT, THE ACTUAL NET OFFICE FLOOR AREA AS SHOWN ON Imo\
FLOOR PLANS SUBMITTED BY THE APPLICANT, DELINEATING THE ACTUAL 00
NET OFFICE FLOOR AREA, WHICH PLANS SHALL BE BINDING AS TO THE \ m
MAXIMUM NET FLOOR AREA USED. / F "F
NET SF OF OFFICES ONLY: 2,396 sf
/ INSTALL FLAGPOLE -\ F
INSTALL 2"PVC
200 =11.95 = 12 ELECTRIC CONDUIT
TOTAL SPACES REQUIRED = 12 (INCLUDING 1 H/C) /
E, 2" PVC CONDUIT I
TOTAL SPACES PROVIDED =12 (INCLUDING 1 H/C)
IINSTALL STEEL EDGING ALONG -
/�G,UCEDRIVE AND PARKING \
10
V ` /
� GRAVEL DRIVE � ���'� � YARD INLET TO, COLLECT �
6328.50 SF gyp' 9` OUTPUT FROM ROOF AND �7
�
INSTALL STEPPING STONES
E O�ODOO PER DETAIL 1/C-06 FOUNDATION DRAINS OF
STRUCTURE, 4" YARD
INLET TO 90° ELBOW
HANDICAP PARKING AND ACCESS AISLE r!
R3.00 INSTALL BRICK PAVERS GRADE: 524.15 .
/ SEE DETAIL 1/C-06; 50 PER DETAIL 3/C-06 INV. OUT: 620.77 E fi
INSTALL ADA COMPLIANT GRAVEL GRID - X 1 \ C
580.' S1
PER DETAIL 2/C 06 2 /
/ 1
cO�f.O EXISTING 1 STORY 2.00 ' 440 \IIV7 fi
• IQQ HOUSE v7 p, i , f /
yQQ` 1303 SF 00_ B / 4.00 1 fi FFE 527.91 S. 0 ti' UCf E
"RESERVED OWNER - , 8,00 A
PARKING" SIGN E E INSTALL SCREENING FENCE ' Cte fi X
/ \�QQ�ZG0 EXIS PING BRICK II ST\ BRICK PAVERS 5.00 E 1` R HVAC SEE DETAILS 1 AND 21 C-04 A "'6.00_ \ \
PER DETAIL 3/C-06 . EXISTING 2 STORY E
f HISTORIC TAVERN
RI#
U
FFE 1526 94
C
�€
ADA ACCESSIBLE PATH c�
O� EMERGENCY ACCESS 4 C
1 STORY ADDITION
DISTANCE - 87.00' O0 PR&OSED PROPOSED EXISTING 1 STOR
`
I 2STORY 285SF BLDG 1
ADDITION FFE526.60 230SF HVAC
K01 POND TO REMAIN
979 SF A FROM PATIO) FFE:525.87
10n (REAR ENTRANCE
IN -GROUND PROPANE TANK FFE 526.83 ELEC 1g
YARD INLET TO COLLECT 1Q0 " (AT REAR HVAC �\ /
OUTPUT FROM ROOF AND�\1? \ ENTRANCE) r
EXISTING STONE RETAINING WALL, TO REMAIN FOUNDATION DRAINS "A A 5 L Iti
MAX HEIGHT: 3.00' OF STRUCTURE, 1p� "� AND LANDSCAPING.
8" BRONZE NYLOPLAST , / E/
DROP -IN GRATE TO c
8" NYLOPLAST TEE ¢ /
CRITICAL SLOPES / TOP: 526.05 (5E�E °sw„G) AA_
/ INV. OUT: 524.55 /
EXISTING BIRD CAGE, TO REMAIN / c�F\ E l //b be,� 45° ELBOW S1 E BLDG
]INSTALL 8" PVC STORM PIPE n INSTALL 4" PVC
127.5V @ 1.3% TO 90° ELBOW
TOP: 45° ELBOW / OUT:
1"PVC CONDUIT INV. OUT: / EMERGENCY
AC EMERGENCY AC
DISTANCE - 112
/ 3" PVC CONDUIT 2" PVC CONDUIT
1 CRITICAL SLOPES
GRAPHIC SCALE
20 0 10 20 40 80
( IN FEET )
1 inch = 20 ft.
8" PVC
PIPE END
INV. OUT: 520: ,, V�
2" PVC CONDUIT
SHARED DRIVEWAY
ACCESS EASEMENT
(SEE SHEET C-03 A)
INSTALL KNOX BOX
CONTRACTORS TO COORDINATE
WITH ONE ANOTHER
OVERALL SITE PLAN
SCALE: 1 "= 20'
GENERAL NOTES: to
l�
1. ALL RADII = F UNLESS NOTED OTHERWISE.
2. ARCHITECTURAL BUILDING DIMENSIONS SUPERSEDE BUILDING DIMENSIONS AS
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.
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.
TOTAL ACREAGE OF PROPOSED USE = 0.06 ACRES Z
W
TOTAL NUMBER OF EMPLOYEES = 4
7. NO SITE LIGHTING IS PROPOSED FOR PARKING AREAS.
8. THERE ARE NO ADDITIONAL EASEMENTS PROPOSED FOR THE SITE. W
9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE N
ELIMINATED.
10. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE PUBLIC NUISANCE U
AND NOT OVER SIDEWALKS.
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. Box 991
98 Lee Highway
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 Phone: (540) 248-3771
THAT A LOADING SPACE WOULD BE NECESSARY. THESE FACTS, IN COMBINATION WITH Fax: (540) 248-1628
THE OWNER'S INTENTION TO MAINTAIN THE HISTORIC CHARACTER OF THE SITE, LEAD Email: info@lineagearch.com
TO THE REQUEST THAT THE LOADING SPACE REQUIREMENT BE WAIVED VIA
18-4.12.13(F). ENGINEER NAME/SEAL:
13. MAINTAIN 8" CLEARANCE ABOVE FINAL GRADE FOR ALL NON -MASONRY MATERIALS.
FIRE FIGHTING INFORMATION. UJONATHAN F. GAMBER�
No. 038568
1. AVAILABLE FLOW AT HYDRANT NO,12796 = 2796 GPM ���01 /10/22�
�SjONAL ��G1
2. NEEDED FIRE FLOW -1500 GPM
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.
DS Tavern
Summary of Trip Generation Calculation
For 4 Employees of General Office Building
June 09, 2020
Average Standard Adjustment
Rate Deviation Factor
Driveway
Volume
Avg. Weekday 2-Way Volume 3.32 2.16
1.00
13
W
7-9 AM Peak Hour Enter 0.42 0.00
7-9 AM Peak Hour Exit 0.06 0.00
7-9 AM Peak Hour Total 0.48 0.71
1.00
1.00
1.00
2
0
2
00
4-6 PM Peak Hour Enter 0.08 0.00
4-6 PM Peak Hour Exit 0.0.0
4-6 PM Peak Hour Total 0.46 46 0.7
Saturday 2-Way Volume 0.54 0.80
1.00
1.00
1.00
1.00
0
2
2Q�
2
U
[-
Hq--i
O0
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
V
O
1
n
z �j-
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
MINOR AMNDMNT
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
o
0
NO.
_
REVISION/ISSUE
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
DRAWING DESCRIPTION:
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 ARBORVITAE HEDGE—
2. PROPOSED SHRUB COUNT: 23 8 SMOOTH WITHEROD Ij,+ \\I\
0
DOGWOOD \\I%/%+ \I\
3. EXISTING PLANTED COVER: 1,265 SF I + /�i\\
4. PROPOSED PLANTED COVER: 2,792 SF 3 REDCEDAR
DOGWOOD
5. EXISTING HARDSCAPE AREA: 2,034 SF
6. PROPOSED HARDSCAPE AREA: 1,648 SF
+ /'tI
N \\\ I �=f/ +
3 SWEETSHRUB
3 1 HOLLY \�\
2 BOTTLEBRUSH BUCKEYE \IP/ +Cc
zl\
+
3 BAYBERRY \\ram
DOGWOOD
01 /
IIj-�- I \\�
Cc8"Ev. MAGNOLIA
2 SWEETSHRUB
c \
U
\\ E \
U \
\ /
z \\ I �1/ + _ \
1 SHUMARD OAK \I� +
oI\\
10
I \\ /�/'/
�-- 34" TU LIP POPLAR
FLAGPOLE
DOGWOOD d I
1 \
5 SPICEBUSH
i -r v v i l_ L.O W OAK
2 FRINGETREE
\\ Ij +
GRAVEL DRIVE
3 \
AND PARKING 2 BAYBERRY
Q� ST. JOHNSWORT
ST. JOHNSWORT -� 2 SWEETSHRUB-
0
1 HOPHORNBEAM—i ST. JOHNSWORT �_,
T 3 SWEET SHRUB - j'
Dec. MAGNOLIA
ADA COMPLIANT
a
�. GRAVEL GRID
v)
o�
3
2
0
u
I1
u 1"
EXISTING 1 STORY
HOUSE
1303 SF
FFE 527.91
60AKLEAFHYDRANGEA
8 PLUM YEW
1 WITCHHAZEL
O
------ --
\
CRITICAL STEEP SLOPES
\
I
I
I
I
JI
/
�-4 BOXWOOD 3 SWEETBAY
1 YELLOWWOOD-
ST. JOHNSWORT
2 CRAPE MYRTLE
cRass 4 ACUBA `
EXISTING 2 STORY
HISTORIC TAVERN
1612 SF
FFE 526.94
ST. JOHNSWORT
/ 2 STORY
ADDITION
979 SF
FFE 526.83
� (AT REAR
ENTRANCE)
PROPOSED
1 STORY ADDITION
285 SF
FFE 526.60
;(FROM PATIO)
AND LANDSCAPING -
/
/
eo./
County of Albemarle
Conservation Plan Checklist — To be placed on Landscape Plans
(Handbook, pp III-284-111-297 for complete specifications)
1. The followhrg items shall be shown on the plan:
❑ Trccs to be saved;
❑ Limits of clearing (outside dripline of trees to be saved);
❑ Location and type of protective fencing;
❑ Grade changes requiring tree wells or walls;
❑ Proposed trenching or tunneling beyond the limits of clearing.
2. Markings:
❑ 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 Conference:
❑ Tree preservation and protection measures shall be reviewed with the contractor on site.
4. Epulpment Operation and Storage:
❑ Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees
to be saved.
5. Soil Erosion and Stormwaler Detention Devices:
❑ Such devices shall not adversely affect trees to be saved.
6. Fires:
Q Fires are not permitted within 100 feet of the dripline of trees to be saved.
7. Toile Materials:
❑ Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved.
8. Protective Fencing:
❑ Trees to be retained within 40 feet of a proposed 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:
El When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail
submitted for approval.
10. Tree Walls:
❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail
submitted for approval.
I1. 'trenching and •runneaW
❑ When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible. Tunneling
under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots.
12. Cleanup:
❑ Protective fencing shall be the last items removed during the final cleanup.
13. Damaged Trees:
❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist.
NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION
REQUIREMENTS.
/ /ST. JOHNSWORT
1 STEWARTIA
1 BLACKHAW
. A SWEETBOX
WINTER JASMINE
\ 1-6 PRAGUE
VIBURNUM
DOGWOOD
I
/ 1 HOLLY
EXISTING 1 STORY -�
BLDG Q
230 SF 1 SPICEBUSH
FFE: 525.87
(REAR ENTRANCE) 2SWEETSHRUB
4RHODODENDRON
2 BL)
LANDSCAPING PLAN
/ SCALE: 1"=10'
GRAPHIC SCALE
+ \ 20 0 10 20 40
/ \ ( IN FEET )
/ / \ 1 inch = 20 ft.
Botanical Name Common Name aty. Size Root U.C.
LARGE TREES
Cladrastis kentuckea
Yellowwood
1
2-2.5" cal
B&B
Ilex opaca
American Holly
2
8-10' ht
B&B
VIF
Juniperus virginiana
Eastern Redcedar
3
6-8' ht
B&B
VIF
Magnolia virginiana
Sweetbay Magnolia
3
6-8' ht
B&B
VIF
Ostrya virginiana
Hophornbearn
1
2-2.5" cal
B&B
Quercus shumardii
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 Crapernyrtle
2
8-10' ht
B&B
Stewartia monodelpha
Tall Stewartia
1
8-10' ht
B&B
Viburnum prunifolium
Blackhaw 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
3-4' ht
Cont
VIF
Cephelotaxus harringtonia 'Duke Gardens'
Duke Gardens Plum Yew
8
3 gal
Cont
VIF
Hamemelis intermedia Arnold Promise'
Arnold Promise Witchhazel
1
5-6' ht
Cont
Hydrangea quercifolia 'Sike's Dwarf
Sike's Dwarf Oakleaf Hydrangea
6
5 gal
Cont
VIF
Lindera benzoin
Spicebush
5
3 gal
Conk
VIF
Niyrica 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 prayense
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
f0 OUTSIDE
30TTOM RAIL TO BE SET 3"
AINIMUM ABOVE GRADE
GRADE
4x4 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 °
2x6 CEDAR TOP RAIL
PEAK TOP 112"
44 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" = V-0" C-04 A
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: 6,328.50 SF
5% REQUIRED LANDSCAPING: 316.425 SF
29% PROVIDED LANDSCAPING: 2,281 SF
J
PLANT HEALTH NOTE
ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH,
AND SHALL BE MAINTAINED AT, MATURE HEIGHT.
30 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 NANIE/SEAL:
OF 1'
U JONATHAN F. GARBER
No. 038568
01 /10/22�
NAL E��1
W
o
w
7
COMMENTS
1/10/2022
6
COMMENTS
11/5/2021
r5TNIINOR
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:
LANDSCAPING PLAN
DRAWING NUMBER:
C-04 A
1,000 GAL. TOP SEAM -
CONCRETE PUMP TANK,
ORENCO MVP S1/2 DM,
ZOELLER E191 - SEE
DETAILED SEPTIC PLANS
BY OTHER
1,000 GAL. TOP SEAM
CONCRETE SEPTIC TANK,
24" RISERS/LIDS,/
ZABEL A30012x20-VC-BALL
55 /
4" SCH. 40 PVC LEANOUT
55
2" SCHEDULE 40 PVC -
FORCE MAINZ
L
N
u
v
u
2
v
an
0
v'
c /J
O
v
a
v gS
3 /
5 CRITICAL SLOPES H / 1 PVC TO IT CLOSET FOR
c
SEPTIC ALARM /
'
° ROUTE FORCE MAIN
OUTSIDE OF CRITICAL
SLOPES AREA
3
MAINTAIN MINIMUM 24" y
COVER ALONG ENTIRE
LENGTH OF FORCE MAIN,
o
E SEE SANITARY PROFILE
N / /
E V_ / \
O If
2 SCHEDULE 40 PVC
FORCE MAIN
0
u I I
2" SCH. 40 PVC
v
Cl
0
a
v
0
0
r
r_
0
MANIFOLD LATERAL,
VB1, TYP. 4 -
SEE DETAILED
SEPTIC PLANS,
BY OTHER
a U
Qz to
c
C'
lrlll 'av, ,tA
t ,
n
✓L)1I PP'= GVr . C Rt ti D ROCK
C!,
I It -Tr z.()' OR c . Aft r C`Ar< E }<Abi-1,
r
s a /1 TO 3/' NC t INr S
r..
r ;, �, - : }}ice _ / + L' (, PIPE:
E
'P tr7
1 1=t}et�ici I �f.
0
780 `,OFT OF )RAINPE 11 lit
c /C N," 1— 4 T R, N '_dF, 65 FOOT 1 ON C
.J NC- GI"/c:Rf SURr arc RUNOFF rROM �__WVR;NG TSENCHc5
L No REDUCTION IN AREA SUdirIFUTU, SYS _M ALL0+9ED
ry, IV4:,JALI- (riMrirlt-.LL) PER F'LAP6
u
LDP TRENCH SECTION
° SCALE: NTS
J
V132, TYP. 4
- 20
. t
r ,'n 1, ` � j':I I I nl a_�i a�•t �t I � ll�l'1 L 1, ;•,-1F li} :IIII ��'a • I
I 1�
I
/ /,1
VJ (h
AV
i,.ai
.A.
SF(_ IIJI�I
E' r c..,
56 a ..
dG `4lt T JF
ZJVE 1 - fR_�C'r,I o-., '�.ir"• .'�iC
NprcS ✓J;.K• �JI<'1t.-. . -,N�4f �`iUI.1 _NP. 12 Nt; �NIN;. -'ES
10 IN AQ7 A F(1 •t 'SIJ'I .S lit � SYSCCM Aal- 'NE
T;
N _L CR. N ELL +'=R PL,,N,
LDP TRENCH SECTION (ALT) 6
SCALE: NTS C-04 B
1
EXISTING SEPTIC TANK - TO
BE ABANDONED IN PLACE
AND GROUTED FULL
_ ss �- its -
� EXISTING SEPTICss — s,
LINES AND TANKS 1 \
TO BE ABANDONED APPROX. LOCATION EXISTING
I SANITARY LINES - TO BE
i0 / ABANDONED IN PLACE
r
Lill
OFFICE -
17
^+-
(• ll
PUMP
_
I'AI'v1K
5,000 PSI
REINFORCED
�
CONCRETE
PLAN VIEW
USE SILICON ADHESIVE
SCREW DOWN RISERS WITH
BETWEEN RISER JOINTS
STAINLESS STEEL SCREWS
BRING TO 2" ABOVE GRADE
WIT11 EZ SET POLY RISERS
HIGH PRESSURE SEALS
CONSEAL CS-102 AND 111) `^
(ASTNI 1227) (AS'TM 923)
(Asrht C-99o)
- — -
' lll
r
LPll
OFFICE
PUMP
r
HIGH PRESSURE SEALS
I
ZAHEL A300-1 2x20 VC -BALL
(ASTINI1227)( r 923)
EFFLUNT FILTER
EXTEND' kIr1NULE'1'O
I�
UNDERSIDE OF RISER LID
'I
6- ?HICK
[1011014
sEcrluty VIEW
NOTES:
I. SEPTIC "TANK IS NEW 1,000 GALLON TOP SEANI CONCRETE 'TANK
2. INLET -PER VDH SEWAGE DISPOSAL and HANDLING REGS
3. OUTLET WITFf EFFLUENT FIL'1'Elt
1. TANKS PEN 13TRA'I'IONS NI UST HE WATERPROOFED AND NOT LEAK
5. 24" RISER ON [NLETiOU"rLE'T SIDE OF TANK.
6ANK SHALL. HE 1120 RATED WITH H2O CAST IRON RISER IF LOCATED IN'I'RAPFIC
. T
rlliEA.
1.000 GAL. TOP SEAM
SEPTIC TANK.
SCALE: NIS
TRAFFIC RATED CLEAN OUT COVER
TRAFFIC SURFACE - --'
3000 PSI C(
4" SCH 40 PVC CLEANOUT CAP GRASS
t
d
9l\�
V X 4" SCH 40 PVC_ WYE -
TRAFFIC AREA NUN TRAFFIC AREA
SANITARY CLEANOUT SECTION
SCALE: NTS
GENERAL NOTES:
FIRM INFO:
1. SEE APPROVED PLANS BY OLD DOMINION ENGINEERING DATED MARCH 23, 2021. Lineage Architects, P.C.
2. ALL PVC TO BE SCHEDULE 40 UNLESS NOTED OTHERWISE.. 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:
(SEE IINDbCARIVCf,
Leave extra float and
pump wiring, coiled in riser
C T� Strap all piping to rank with plas4c straps
and stainless steel actchor,
2" UNION. 2" HALL VALVE
BLDG
24" Ciinimum Openiug
/• F�l BRING TO t" ABOVE GRAD sulE 'i STAINLESS STEEL SCREWS
W DOWN RISERS gq \ 14'fCH ! .,E'I' POL Y RISERsS
AND LID
HIGH PRESSURE SEALS
CRITICAL SLOPES r i� ASTM lz2n (AS rrvf 923)
/ \ CONSFALCS-10'2 ,r4rr' —�
v ( ) %
As rM G J90 `
(I 2° svh 4o Pvc l.l'li
4017
'SEPTIC m. yr Wateaproot' __ �_
DANK , L J seal cundmt with nun hardelail sealer I� �DIi t�1NTIEi.11
`-1 t l I Junction box
b h �
I
High lovel alarm Boat 39"
}JIG I PRFS URF• SEALS
i Non-corraivz lift ropy
ns'rM lzz) (Asrai gas) l check valve \\
• �"�� _ 3/16 vent hole
PVC Flum Free
\ I - PUNIP OFF 23"
Redundant Off!
Level
Low Level Alarm 19"
1000 Gallon Mid Seam Cmlcrete "Tank
Zoeller E191 Effluent Pump 45 -pill
Orenco NIVP S1/2 DNI
GRAPHIC SCALE
10 20 40
8 SEPTIC PLAN
( IN FEET )
I inch = 20 ft.
Valve box I , ; Valve box-,"
:-
J
� I
(c. .'_0.i-a ..t. ar>,u,,fx l_�Fzrrr x._:T e.r• na:a a �:,_.�+: tNj
MCI,- r r t d /y,��v:..�,a;.:[.ii{,rvX �+�.s?~�nFdT•,.Si; d .r�"rat.� ':a;,; rot lGt� i�..� �,�w',',;�i, :�'"�r� ;f�
3/16' %nc r (7C
�? hoi(, n,--e tE,,d zorv- P 6 r, rJcC < pos;tloo
- 3 rlgl2 , p2r ,p ;:r=rill
LDP LATE11 RAL SECTION
SCALE: NTS
SCALE: 1 "=20'
NOTES:
1. PUMP TANK IS TOP SEAM 1000 GALLON CONCRETE TANK
2. INLET - 4" SCH 4o PVC'TEE
7. TANKS PENETRATIONS MUST HE WATERPROOFED AND NOT LEAK.
4. 24" POLY RISER ON OUTLET SIDE OF TANK.
5. STRAP ALL PIPING TO'I'ANK WCTH PLASTIC STRAPS AND S'TAIi ILESS STEEL ANCHORS
6. FLOA"IHEIGH"I'S WILL NEED TO HE ADJUSTED IFTANK DIMENSIONS VARY FRON9 21.64 GALLONS PER INCH
7. EASY ACCESS TO VALVES AND UNIONS
LDP DOSING PUMP TANK SECTION
SCALE: NIS
First 3/16" hole is 2.5' from start of trench
Start nfTrencli Nlanitold is 24' deep
° see site plan for inanifold site
Valve box I J
MANIFOLD TO TRENCH
SCALE: NTS
1.)5' >C Hn0 'VC F3ALI_ VAI_V
for r trictlnq I jw
TRIM AROUND PIPE
1000 Gallon Concrete fop Scam "Punk
21.64 galhn (flanover Mid Seem) Easy access to valves and union:;
Float heights will need Labe a•1justed
if tame dimensions vary from 2 f.G3 gal/in
' '20 ,ch 40 PVC.
' I,PU
SEPTIC 0; _ -:
T — — 1)1
4
AiP(i`iELll
T' Hall Valve
i - - ," union
1000 GALLON MIL) SEAANI CONCRETE TANK
LDP DOSING PUMP TANK PLAN
SCALE: N IS
1 I/4` SCH 40 PVC yti[) CcA F c mate 1 hrrc ail"
6"RtlutidValveBox I 1/4' SCH 40 PVC ThrerAdp� l t:a�
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1 1/4'
VALVE BOX 2 10
SCALE: NTS C-04 B
6oLTHOF
VAC��Ci''IM1•ollll'i/(li't r
U JONATHAN F. GARBER :P
No. 038668
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IIIIIIIIOXAL S&i
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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:
SEPTIC PLAN
AND DETAILS
DRAWING NUMBER:
C-04 B
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LEGEND
SYMBOL
CALLOUT
I LUMINAIRE
TEMP. OUTPUT QTY.
A
2700 KELVIN 980 LUMENS
F A SHLEEYTHOUSE WALL MOUNTDESIGN - L
B
2700 KELVIN 980 LUMENS
DEEP LANDING WORKSHOP -
L1316B SCONCE
F
C
2700 KELVIN 490 LUMENS
FVAUGHAN - KINGSTON
WALL LANTERN
D
2700 KELVIN 980 LUMENS
ANN MORRIS - MORRIS LIGHT
E
3000 KELVIN
210 LUMENS
31
AURORA LIGHT - QUADRANT - 3W
2700 KELVIN 580 LUMENS
F
HYDREL - ASPEN LED - 30e
LIGHTING CUT SHEETS
Ic
Colonial Ashley House Coach Wall Mount Lantern -
SM-LI
I
BULB SPECS:
2 60 Watt Maximum F-12 Bulbs
_- 2700 Kelvin
. _-, _...... FIHTSTI:
Darkened Teme
_... P". ,. GI,ASS:
Standard Panc
111, IASTED FOR OUTDOOR USE
VAUGHAN
Kingston Wall Lantern - FC
Finishes
Bulb Specification
Bulb Base
F12 Candelabra Base
Max Wattage
40W
Bulb Supplied
No
Vaughan Recommends
I FD/7700K/5001m
For a brighter light, a bulb with a higher lumen
output can be used.
Further Information
Suitable for outdoor use.
C &us
WA013
T'K urns
gB.
5H'
6.6lbs
BZ-Brass
Zi-Zinc
xi
110V
Mains Dimmable
lift \�
�Itlllllltl
\
LISTED
Pleaw Note:- These notes are for guidance only. Vaughan accepts no responsibility for any installation using the
above notes. The final decision on installation remains with the installer.
vaughandesigns.corn
0
L-1613B - FIB
15 /," high s S" wide X 5 /, • deep
pn.pnYs 6'
Twu.andalabra (EI2) srxke•ts
60 went — each / 2700 Kelvin
UL Lisud for (III III
Finish in I'LN-IN.CC, dark Mad a.at copper
Class is GI-R.5L hand made—turxtkm glass
A N N— M O R R I S
N E W Y O R K
t 1
MORRIS LIGHT -
FINISH: STATUARY BRONZE
8" DIAMETER X 4• DEPTH
LAMPING: (2) SOCKETS PER FIXTURE- UP TO 40 WATTS PER SOCKET INCANDESCENT
OR UP TO 60 WATTS PER SOCKET LED
LAMPBASE:MEDIUM BASE(E26)
2700K
UL LISTED FOR OUTDOOR USE
A- M
The LPL/ Q clas uaBgH e-e si-a d and - tallied to n
quality and pedormanc'C standard never before available. Featuring a heavy
duty architectural brass stem Ingeniously coupled to the robust die-cast bras:;
hood with no visible hardware. Available in two distributions and wattages
Featuring Inciudo:
• 3 Watt Single LED or 7 Watt Triple LED
• Up to 260 lumens at 3000K
• Cme xP-LID High Density LED (CRI 801yp.)
• 2700K (80 & 90 CRI) or 3000K (80 CRI), or Amber 585-591
Thermally IntegratedN and Field Serviceable LED Mosul,
• 12V Integral Dover, Dimmable to <I0%typ.
Compatible w/ 12V ACIDC FILM or MI V Transformers
• Solid Copper and Brass Construction
LIGHT DISTRIBUTION CHOICES.
-
t4•
t
SEE NEXT PAGE FOR ORDERING INFORMATION
LARLSBAO.CA I PHONE 87791211791 FAX 7W03129;61 E-MAIL SAtFSSAUR(RALO TC�
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For amaNer ar ,, .•zc „y 1, I III LPi;i 5, d L1 L II
For other wattage and size options sea HPL Sifnex
O■DewNO DUIDEI L►LTI L )LED) R. )PATH LIGHT) 6111 SO (SQUARE)
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ACCESSORIES MOUNTS
CARLSBAD, CA I PHONE 87794211191 FAX 76093, 29161 E- MAIL SAL ESGAURORALIGHT COM I AURORA 16 I.OM 0Y5
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LIGHTING NOTES:
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1. ALL LIGHTING SHALL:
a. BE EQUIPED WITH AUTOMATIC TIMING DEVICES AND SHALL BE EXTINGUISHED
W
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.
Coll
p;
c. BE CUTOFF LUMINAIRES, AIMED SO AS NOT TO PROJECT THEIR OUTPUT BEYOND
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THE OBJECTS INTENDED TO BE ILLUMINATED; OR NON -CUTOFF LUMINAIRES,
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EQUIPPED WITH GLARE SHIELDS, VISORS, BARN DOORS, AND/OR OTHER SIMILAR
►-4
SHIELDING ACCESSORIES AS REQUIRED TO MEET THE FOLLOWING CRITERIA:
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LIGHT DISTRIBUTION FROM ALL LIGHTING INSTALLATIONS SHALL BE CUT-OFF AT
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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
U
IMPOSED BY THE ARB.
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e. NOT BE MODIFIED TO REFLECT SEASONAL COLORS"
Eassal
Ississal
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
FIRM INFO:
AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM
Lineage Architects, P.C.
LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL
P.O. Box 991
98 Lee Highway
AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOT-CANDLE.
Verona, VA 24482
3. PHOTOMETRIC MODEL PREDICTS 0.0 fC AT PROPERTY BOUNDARIES.
4" NO TALL POLE MOUNTED LIGHTING IS PROPOSED FOR THIS PROJECT.
Phone: (540) 248-3771
Fax: (540) 248-1628
Email: info@lineagearch.com
ENGINEER NAME/SEAL:
J40yTH op
C)JONATHM F. GABBER 9
No. 038588
S01 /10/22 4v
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HYDREL ASPEN LED I3 rTl
PERFORMANCE DATA
ASPEN LEDOUrPUT
E"I
12V/120V LED.. ... r,...d ®a r.asx.w»■o '.mr.,..w.P �...aa.raa.n.. - e.<.w.. dwun*r. N+.«.. a O ^
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HIGHLIGHTS [� l
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• Accent lights arc suitable for a variety of mounting AON
applications nclud ng 9—ird, wall, tree sign and °0°
archltadural accents 5i hovw a 01
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• Suitable for wet locations ...•.r � � O
• Integral drverfor 120V
Dimmable with low voltage magnetic dimmer 6a
• T pared -sure lack 11
• Available in 80CRI and 90CRI •Ae• A7N
1.Tau Las as a +�
1,1001m ®. 7,7vm" „ 7.»+
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DIMENSIONS \^�• LUMEN PACKAGES
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STANDARD DISTRIBUTION
6 COMMENTS 11/5/2021
5 MINOR AMNDMNT 8/9/2021
cl - - a PHOTOMETRIC DIAGRAMS _
sass■ As.
io sin caylr•Phaamab2.•Pwowdo,.•b•d 'r fik.b M4 pods+, .4'n
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:
SITE LIGHTING PLAN
DRAWING NUMBER:
C-04 C
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FIRM INFO:
Lineage Architects, P.C.
P.O. Box 991
98 Lee Highway
a 560
Verona, V 24482
Phone: (540) 248-3771
i Fax: (540) 248-1628
a Email: into@lineagearch.com
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NO. REVISION/ISSUE DATE
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DRAWING DESCRIPTION:
a
SANITARY
FORCE MAIN PROFILE
GRAPHIC SCALE
30 _ 30 FORCE MAIN PROFILE DRAWING NUMBER:
SCALE: 1 "= 3Q'
o ( IN FEET )C-04 D
1 inch = 30 ft.
SCALES:
1' = 30' HOR. INV. OUT= 559.40'
1" = 3' VER
09+75 10 00 11+00 12+00 13+00 13+25
570
565
560
555
550
545
540
535
MAINTAIN MINIMUM
24" COVER
530
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GRAPHIC SCALE
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( IN FEET )
1 inch = 20 ft.
1 `
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US ROUTE 250
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On \ \
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545 p
CRITICAL SLOPES
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GRADING/E&SC PLAN
SCALE: 1 "=20'
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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:
40LTH pp"�,
U JONATW F. GARBER 9
No. 038568
1.0t�01 /10 /2 2�
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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:
GRADING/E&SC PLAN
DRAWING NUMBER:
C-05
3
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4" #57 STONE SECURED w/ GravelPave OR APPROVED EQUIVALENT
4" HEAVY STONE
12" RDC, COMPACTED w/ SHEEP'S FOOT
ROLLER IN TWO EQUAL LIFTS
X X
1 I I1 I I1 I I1 I I1 I I1 I I1} I I1 I I1 I I1 I IIIIIII1 I I1 11
NOTE:
THIS DETAIL SHALL NOT BE USED FOR L EXISTING SOIL COMPACTED TO
ACCESSIBLE PARKING SPACES AND 95% STD PROCTOR DENSITY
THE AISLE BETWEEN THEM. REMOVE INCOMPETENT SOIL
HEAVY DUTY GRAVEL DETAIL
SCALE: N IS
1150mm (45.27")
575mm (22.63") 575mm (22.63")
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13REENDRIVEWAY
GD GRAVEL 60-40
A GREEN ALTERNATIVE FOR PAVING AND LANDSCAPING
WEB: greendriveway.com Email: Info@greendriveway.com
GRAVEL GRID DETAIL
SCALE: NTS
—PRECAST CONCRETE OR
CUT STONE CURB
—BRICK PAVER
3 (80 MM) MIN THICKNESS
— 1" TO 1 2" (25 TO 40 MM) BEDDING SAND
— GEROTEXTILE 12" (300 MM) WIDE,
TURN UP AGAINST CURB
— COMPACTED AGGREGATE BASE
— GEOTEXTILE AS REQUIRED
TURN UP AT SIDES OF BASE
d
p p
d p
p COMPACTED SOIL SUBGRADE
-- 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
GRAVEL DRIVE
FLU,'
GRADE
BEL
TURF
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
8»
d
RESERVED
PARKING
O
PENALTY
$100-500 FINE
OW AWAY ZON
VAN -ACCESSIBLE
00
N
HANDICAP PARKING SIGN
SCALE: NTS
°
wa
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(olineagearch.com
ENGINEER NAME/SEAL:
4��TH 0�
U JONATHAN F. GARBER 0;-
No. 038668
�t�01 /10/22�
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:
CONSTRUCTION DETAILS
DRAWING NUMBER:
C-06
m
3
D
L
0
1
527
I
I
HANDICAP SIGN MOUNTED ON POST,
DESIGN BY OTHER
o
s 0 stop
07iax J F
525.95'
(TOP OF WALK)
NOTES
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 SQ IN
APPROX. WEIGHT = 5.80 LE S
09.85
18 x .50
1.25 31 j
07.85
DIMENSIONS ARE FOR REFERENCE ONLY
ACTUAL DIMENSIONS MAY VARY
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
DIMENSIONS ARE IN INCHES
NYLOPLAST RAS PROPRIETARY RIGHTS. THE RECEIPT
GRATE HAS LIGHT DUTY RATING
OR POSSESSION OF THIS PRINT ODES NOT CONFER,
QUALITY: MATERIALS SHALL CONFORM TOASTMA535 GRADE 70.50-05 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY CONTAINED HEREIN, OR MANUFACTURE OF ANY
ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT
OF ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
JUSTICE, 28 CFR PART 36.
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM HYLOPLAST, ----avow
NYLOPLAST 8"
DROP —IN GRATE
SCALE: NTS
3130 VERONA AVE
aUFORD, GA 30513
PHN (T70) 9323443
FAX (770) 9322490
N ast
www.n to 4w.cam
>� Iat Y P
JLJ.JU
(TOP OF WALK)
ADA COMPLIANT GRAVEL GRID
BRICK PATHWAY
WHEEL STOP, typ. 2
DESIGN BY OTHER
526.79'
(TOP OF WALK)
526.79'
(TOP OF WALK)
1�• 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
SCALE: NTS
INTERIOR VESTIBULE
FFE = 526.83
2" THRESHOLD 5' LANDING
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 "' DEPTH.
ADA RAMP TO PATIO SECTION
SCALE: NTS
1 17.75 1
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
Nylo last
PHN (770) 932.2443
FAX (770) 932-2490
www.nylop ast us com
5.25' RAMP
SLOPE — 8.337.
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FIRM INFO:
BRICK PATIO 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:
.LTH OF�
11
U JONATW F. GARBER �>
No. 038568
WdS�01 /10/22 .$
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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:
HANDICAP PARKING LAYOUT
& CONSTRUCTION DETAILS
DRAWING NUMBER:
C-06 A
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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
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 8FT. DIAM. 100 MM (4 IN.) HIGH EARTH
SLOWLY DRAINING SOILS,
PREFERRED SAUCER BEYOND EDGE OF
ROOT BALL.
200 MM (8 IN.)
IIII� ullip „M, Alm lip" NIINYeiuiYYIYIYYp
REMOVE ALL TWINE, ROPE AND
50 MM (2 IN.) MULCH. DO NO PLACE
, ,' ',',' ',',', , :',',',',', WIRE, AND BURLAP FROM TOP
'+'t't'i'i'
MULCH IN CONTACT WITH TREE TRUNK.
i'f'i' r'+'+' HALF OF ROOT BALL
MAINTAIN THE MULCH WEED -FREE FOR
A MINIMUM OF THREE YEARS AFTER
IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE
PLANTING.
ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES
AND FOLD DOWN 200 MM (8 IN.) INTO PLANTING HOLE.
NOTE: FOR DIMENSIONS OF PLANTING
PLACE ROOT BALL ON UNEXCAVATED
AREAS, TYPES OF SOIL AMENDMENTS,
OR TAMPED SOIL.
OR SOIL REPLACEMENT, SEE "SOIL
IMPROVEMENT DETAILS."
TAMP 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 .
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
INTERNATIONAL SOCIETY OF ARBORICULTURE
1400 WEST ANTHONY DRIVE CHAMPAIGN, IL 61821
(217) 355-9411 (217) 355-9516 FAX
BREATHABLE FABRIC TREE WRAP APPLIED
FROM TRUNK FLARE TO FIRST BRANCH.
WRAP PAPER FROM THE BOTTOM UP WITH
SUFFICIENT OVERLAP TO COVERALL 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.
TREE WRAPPING DETAIL
No. 145-002
TREE WRAPPING DETAIL
SCALE: NTS
INTERNATIONAL SOCIETY OF INTERNATIONAL SOCIETY OF ARBORICULTURE
1400 WEST ANTHONY DRIVE CHAMPAIGN, IL 61821
ARBORICULTURE (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. �l
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
N
APPROVED STAKE MATERIAL
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ALL STAKES SHALL BE DRIVEN OUTSIDE II"
THE EDGE OF THE ROOT BALL.jmtm 1(
ASSURE 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
TREE FENCING AND ARMORING DETAIL
SCALE: NTS
DRIP LINE
PROTECTIVE DEVICE
n MAXIMUM LIMITS OF
CLEARING AND GRADING
PROPOSED GRADING \
awrrllY w w
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MIN 5' WHERE DRIP LINE
IS LESS THAN 5'
ww
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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
lineagearch.com
ENGINEER NAME/SEAL:
�LTH OF7
U JONATHAN F. GARBER >
No. 038568
01 /10/224�
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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.
REVISION/ISSUE
DATE
JOB NUMBER: 19066
DATE: MAY 26, 2020
DRAWN BY: JMT
APPROVED BY: JFG
DRAWING DESCRIPTION:
LANDSCAPING DETAILS
DRAWING NUMBER:
C-07