HomeMy WebLinkAboutSDP201900076 Plan - Approved Pre-application Plan 2019-12-20GENERAL 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
z 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
T
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
r
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 STANDARD COMPLETION F 0 0 S 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.
16) ALL EXCAVATIONS, INCLUDING TRENCHES, SHALL BE KEPT DRY TO PROTECT
THEIR INTEGRITY.
17) TEST RESULTS SHALL BE SUBMITTED TO THE SUPERVISING ENGINEER. FAILURE TO CONDUCT
DENSITY TESTS SHALL BE CAUSE FOR NON -ACCEPTANCE OF THE FACILITY. TESTS
SHALL BE CONDUCTED AT THE SOLE COST OF THE DEVELOPER OR HIS AGENT.
18) COMBINATION UNDER -DRAINS TYPE CD-1 SHALL BE INSTALLED AT THE LOWER END
OF CUT SECTIONS. UNDER -DRAINS TYPE CD-2 SHALL BE INSTALLED AT THE LOW POINT
OF ALL VERTICAL CURVES.
19) STANDARD UD-1 AND UD-3 UNDER -DRAINS SHALL BE INSTALLED WHERE INDICATED ON
PLANS AND FURTHER WHERE DETERMINED NECESSARY IN THE FIELD BY VDOT INSPECTORS
20) UPON BRINGING THE STREET TO APPROXIMATE ELEVATION THE CONTRACTOR SHALL CAUSE SOIL
SAMPLES FOR CBR DETERMINATION TO BE TAKEN AT A MAXIMUM INTERVAL OF 300 FEET
MEASURED ALONG THE STREET CENTERLINE. THE CBR OF EACH SAMPLE SHALL BE
DETERMINED AND THE AVERAGE CBR SHALL BE USED TO DETERMINE THE PAVEMENT
STRUCTURE REQUIREMENTS. THE PAVEMENT MATERIALS AND THE AMOUNT THEREOF AS
SHOWN ON THE TYPICAL STREET SECTION MAY BE MODIFIED BY THE RESULTS OF THESE
TESTS IN ACCORDANCE WITH VDOT STANDARDS AND IF APPROVED BY THE VDOT ENGINEER.
A COPY OF ALL SOILS TEST RESULTS SHALL BE SUBMITTED TO THE SUPERVISING ENGINEER
PRIOR TO THE PLACING OF ANY BASE OR SUBBASE MATERIAL.
21) INSPECTORS HAVE FULL AUTHORITY TO REJECT FILL OR BACKFILL MATERIALS,
REQUIRE UNDERCUTTING OR SUBGRADE STABILIZATION, REQUIRE PROVISIONS FOR SUB -
DRAINAGE, OR REQUIRE OTHER MEASURES WHICH AFFECT THE INTEGRITY OF ROAD AND
UTILITY CONSTRUCTION. FAILURE TO COMPLY WITH INSPECTOR'S DIRECTIVES SHALL BE
CAUSE FOR NON -ACCEPTANCE OF THE FACILITY.
22) TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE MANUAL
OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
23) A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE ISSUANCE OF THE LAND
DISTURBING PERMIT. THE CONTRACTOR SHALL ARRANGE THE MEETING WITH THE
COUNTY ENGINEER. ALBEMARLE COUNTY PUBLIC UTILITIES INSPECTOR, REPRESENTING
WATER INTERESTS, SHALL ALSO ATTEND. ATTENDANCE SHALL BE COORDINATED THROUGH
THE OFFICE OF THE COUNTY ENGINEER.
24) ONLY PERSONNEL AUTHORIZED BY COUNTY SHALL OPERATE COUNTY WATER VALVES.
25) ALL DETAILS NOT SPECIFICALLY SHOWN ON THESE PLANS REMAIN PERTINENT AND SHALL BE
IN ACCORDANCE WITH CURRENT ISSUE OF DCSM.
ABREVIATIONS:
ARCH,
ARCHITECT
C/L OR C L
CENTERLINE
C/OUT OR C/O
CLEAN OUT
CONC.
CONCRETE
CG
CURB & GUTTER
DIA.
DIAMETER
E.P.
EDGE OF PAVEMENT
EL.
ELEVATION
ESMT.
EASEMENT
EW
EXISTING WATER
EX.
EXISTING
F.E.
FOUNDATION ELEVATION
F.E.S.
FLARED END SECTION
F.F.E.
FINISHED FLOOR ELEVATION
F.H. or F/HYD
FIRE HYDRANT
F/L
FIRE LINE
F.W.
TOP OF FOUNDATION WALL
G.V.
GATE VALVE
HORIZ.
HORIZONTAL
INV.
INVERT
IRS
IRON ROD SET
LAT.
LATERAL
LT.
LEFT
M/H
MANHOLE
MIN.
MINIMUM
NE
NORTH EAST
NW
NORTH WEST
P.C.
POINT OF CURVE
P.I.
POINT OF INTERSECTION
P.T.
POINT OF TANGENT
PVC
POINT OF VERTICAL CURVE
PVI
POINT OF VERTICAL INTERSECTION
PVT
POINT OF VERTICAL TANGENT
PVMT.
PAVEMENT
R
RADIUS
R.D.
ROOF DRAIN
RT.
RIGHT
SAN.
SANITARY SEWER
SEW. or SSEW.
SEWER
STD.
STANDARD
STM. SEW.
STORM SEWER
SE
SOUTH EAST
SW
SOUTH WEST
S/W
SIDEWALK
S.F.
SQUARE FEET
STR.
STRUCTURE
T.B.
TOP OF BANK
T/C
TOP OF CURB
T/P
TOP OF GRAVEL PAVEMENT
EXISTING
PROPOSED
ROADS
ROAD CENTERLINE
CURB TAPER
SIDEWALKS
CONCRETE PAVEMENT
GRAVEL SURFACE
BUILDINGS
-� FENCE
0 1 DECIDUOUS TREE
CONIFEROUS TREE
0 CONIFEROUS SHRUB
st ST STORM WATER LINE
- - - - - - PROPERTY LINE
STORM SEWER
- - 2900 - - - - 2900 - - INDEX CONTOUR
- - - 2898 - - - - - - 2888 - - - INTERMEDIATE CONTOUR
x SPOT ELEVATION
2876.3 2893.88
LIMITS OF CLEARING AND/OR GRADING
TPD TRIPS PER DAY " WATER SERVICE AND METER
U/G UNDERGROUND
VERT.
-� SANITARY SEWER LATERAL AND CLEANOUT
VERTICAL
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
- ugt UGT UNDERGROUND TELECOM LINE
W WATER LINE
VDOT General Notes
VDOT General Notes (Continued - s GAS GAS 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
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.
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.
V18. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer in accordance with the Manual On Uniform Traffic
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.
Control Devices.
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
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
submitted for approval and land use permit issued prior to any execution of work within the VDOT right of way.
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.
V4 The developer shall be responsible for relocating, e oat his ex expense, an and all utilities including traffic signal poles, 'unction boxes controllers etc. owned b VDT orprivate m p p p y g g p , � y 0 o p ate I public utility companies. It is the sole responsibility of the
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
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.
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
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
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
and testing of the density control strip.
of the developer.
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
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
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
VDOT prior to initiation of work.
otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip.
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
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
inspection.
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
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.
be determined by the engineer and approved by VDOT.
V9. The contractor shall be responsible for maintaining a VDOT permitted temporary construction entrance(s) in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties
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
affected by this project shall be maintained through construction.
be given by VDOT after grading is mostly complete.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction.
V24. Approval of these plans shall expire five (5) years from the date of the approval letter.
V11. All water and sewer lines within existing or 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.
V25. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified 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
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
that vicinity until an adequate design can be determined by the engineer and approved by VDOT.
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-11. Contrary to the Standard, where rock is encountered and cast -in -place box is proposed, the thickness of bedding
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement of fill. A VDOT representative shall be present to insure the soil sample(s) obtained for CBR's is
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 determined by the
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
engineer and approved by VDOT.
accordance with all applicable VDOT standards and procedures.
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in accordance with the lift thicknesses, density and moisture requirements as specified in the current VDOT Road and Bridge
Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise.
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT.
V16. A post installation visual/video camera inspection shall be conducted by 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
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:
ARCHITECT NAME/SEAL:
L
NO. REVISION/ISSUE DATE
JOB NUMBER: 19066
DATE: DECEMBER 11, 2019
DRAWN BY: JMT
APPROVED BY: JFG
DRAWING DESCRIPTION:
GENERAL NOTES
DRAWING NUMBER:
C-02
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GENERAL NOTES:
1. CURRENT FIELD SURVEY RECORDED BY LINEAGE ARCHITECTS, PC.
2. TOPOGRAPHY SHOT IN FIELD BY LINEAGE ARCHITECTS, PC.
3. THE SITE IS DETERMINED TO BE LOCATED WITHIN THE IVY CREEK
RESERVOIR WATERSHED.
4. THE SITE IS ZONED C1 COMMERCIALS f/ t4 o d:V'VvW
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. BENCHMARKS ARE ASSUMED ELEVATIONS BASED ON CURRENT FIELD
SURVEY.
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EXISTING CONDITIONS
SGALE: 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:
ARCHITECT NAME/SEAL:
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JOB NUMBER:
19066
DATE: 12.1 1.2019
DRAWN BY:
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APPROVED BY:
JFG
DRAWING DESCRIPTION:
EXISTING CONDITIONS
DRAWING NUMBER:
GENERAL NOTES:
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20 0 10 20 40 80
( IN FEET )
1 inch = 20 ft.
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110.0&
1. ALL RADII = 5' 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. THE MAXIMUM IMPERVIOUS SURFACE AREA ONSITE IS 3100 SF( 0.07 ACRES).
5. PROPOSED USE IS COMMERCIAL OFFICE.
TOTAL ACREAGE OF PROPOSED USE = 0.06 ACRES
PARKING CALCS
AS PER COMMERCIAL ZONING
PROPOSED BUILDING:
REQUIREMENT: 1 SPACE / 200 SF OF GROSS COMMERCIAL OFFICE SPACE
WHERE GROSS COMMERCIAL OFFICE SPACE= 80% OF THE
NET SF OF THE BUILDING FOOTPRINT
NET SF OF BUILT FOOTPRINT: 1612 + 596 + 424 + 230 = 2862 SF
2862 X .80 = 2289.6 = 2290 2211 = 11.45 =12
200
TOTAL SPACES REQUIRED = 12 (INCLUDING 1 H/C)
TOTAL SPACES PROVIDED =14 (INCLUDING 1 H/C)
OVERALL SITE PLAN
SGALE: 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@Iineagearch.com
ENGINEER NAME/SEAL:
ARCHITECT NAME/SEAL:
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NO. REVISION/ISSUE DATE
JOB NUMBER: 19066
DATE: 12.11.2019
DRAWN BY: JMT
APPROVED BY: JFG
DRAWING DESCRIPTION:
OVERALL SITE PLAN
DRAWING NUMBER:
C-04
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PRESERVE EXISTING
MAGNOLIA
PRESERVE EXISTING
MAGNOLIA
PRESERVE EXISTING
POPLAR
PRESERVE EXISTING
CRAPE MYRTLE
PRESERVE EXISTING
DOGWOOD
EXISTING 2 STORY
HISTORIC TAVERN
1612 SF
PROPOSED
1 STORY
ADDITION
PROPOSED
1 STORY
ADDITION
424 SF
596 SF
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GRAPHIC SCALE
20 0 10 20 40 40
( IN FEET )
1 inch = 20 ft.
EXISTING
1 STORY
BLDG
230 SF
INSTALL MEDIUM
SCREENING SHRUB
INSTALL MEDIUM
SCREENING SHRUB
PRESERVE EXISTING
WILLOW OAK
INSTALL LARGE
SCREENING SHRUB
100.00'
INSTALL SMALL
HEDGE SHRUB
PRESERVE EXISTING
JAPANESE MAPLE
PRESERVE EXISTING
DOGWOOD
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:
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/ NO. REVISIONMUE DATE
JOB NUMBER: 19066
DATE: 12.11.2019
DRAWN BY: JMT
j� APPROVED BY: JFG
`I
DRAWING DESCRIPTION:
LANDSCAPINGPLAN LANDSCAPING PLAN
SGALE: 1 "= 20'
DRAWING NUMBER:
C-04 A
TABLE 3.39-A
ADHESIVES USED FOR DUST CONTROL
Water
Application
Dilution
Type of
Rate
Adhesive
(Adhesive: Water)
Nossle
Gallons/Acre
Anionic
7:1
Coarse Spray
1,200
Asphalt Emulsion
Latex Emulsion
12.5:1
Fine Spray
235
Resin in Water
4:1
Fine Spray
300
Acrylic Emulsion
7 1
Coarse Spray
450
(Non -Traffic)
Acrylic Emulsion
3.5:1
Coarse Spray
350
(Traffic)
Source: Va. DSWC
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Source: Va. DSWC
TABLE 3.35-A
ORGANIC MULCH MATERIALS AND APPLICATION RATES
RATES
Per Acre
Per 1000 sq. ft.
Mulches
Notes
Free from weeds and
Straw or Hay
1 2 2 tons (Minimum 2 tons
70 - 90 lbs.
coarse matter. Must be
for winter cover)
anchored. Spread with
mulch blower or by hand.
Do not use as mulch for
winter cover o* during hot,
Fiber Mulch
Minimum 1500 lbs.
35 lbs.
dry periods. Apply as
slurry.
Cut or shredded in 4-6"
lengths. Air-dried. Do not
Corn Stalks
4 - 6 tons
185 - 275 lbs.
use in fine turf areas. Apply
with mulch blower or by
hand.
Free of coarse matter.
Air-dried. Treat with 12 lbs
Wood Chips
4 - 6 tons
185 - 275 lbs.
nitrogen per ton. Do not use
in fine turf areas. Apply with
mulch blower, chip handler,
or by hand.
Free of coarse matter.
Bark Chips
Air-dried. Do not use in fine
50 - 70 cu. yds.
1 - 2 cu. yds.
turf areas. Apply with mulch
Shredded Bark
blower, chip handler, or by
hand.
' When fiber mulch is the only available mulch during periods when straw should be used, apply at a minimum
rate of 2000 lbs. / ac. or 45 lbs. / 1000 sq. ft.
97.17'
B/C
ADDITION EXISTING
11 $ 424 SF 1 STORY
TO \ S i k� / `'`♦
1 BLDG
` MU`` PROPOSED \ 230 SF \ %SF;'
,
PS 1 STORY
ADDITION
IN 596 SFal
\ 1 �- �♦
IN
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IN
IN
IN IN
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IN
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\ IN
IN
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It IN
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IN
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IN
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1 1 1
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1 1 1 11 1 1 I -
1 1 1 I 1 1
1 1 1 1 1 1 � •
1 I. 1 1 (
GRAPHIC SCALE
0 10 20 40
( IN FEET )
1 inch = 20 ft.
80
IN
\ `-------
--------------
GRADING/E&SC PLAN
SCALE: 1"=20'
GENERAL EROSION AND SEDIMENT CONTROL NOTES
ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT
CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND
SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA
REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS (4VAC50-30).
ES-2: THE PLAN -APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION
CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK
PRIOR TO THE FINAL INSPECTION. THE NAME OF THE RESPONSIBLE LAND DISTURBER MUST BE PROVIDED TO
THE PLAN -APPROVING AUTHORITY PRIOR TO ACTUAL ENGAGEMENT IN THE LAND -DISTURBING ACTIVITY
SHOWN ON THE APPROVED PLAN. IF THE NAME IS NOT PROVIDED PRIOR TO ENGAGING IN THE
LAND -DISTURBING ACTIVITY, THE PLAN'S APPROVAL WILL BE REVOKED.
ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS SOON AS THE
FIRST STEP IN CLEARING.
ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE
SITE AT ALL TIMES.
ES 5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE
PLANS (INCLUDING, BUT NOT LIMITED TO OFF SITE BORROW OR WASTED AREAS), THE CONTRACTOR SHALL
SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE
PLAN APPROVING AUTHORITY.
Lineage Architects, P.C.
ES 6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL
P.O. Box 991
98 Lee Highway
MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN
Verona, VA 24482
APPROVING AUTHORITY.
Phone: (540) 248-3771
Fax: (540)248-1628
ES-7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES
Email: info@lineagearch.com
DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS
ACHIEVED, AFTER WHICH, UPON APPROVAL OF THE PLAN -APPROVING AUTHORITY, THE CONTROLS SHALL BE
ENGINEER NAME/SEAL:
REMOVED. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE REMOVAL OF
TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND
SEDIMENTATION.
ES-8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES AT LEAST EVERY 2 WEEKS AND
IMMEDIATELY AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO
MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
ES-10: THE CONTRACTOR IS RESPONSIBLE FOR THE DAILY REMOVAL OF SEDIMENT THAT HAS BEEN
TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE.
ES-11: SEEDING OPERATIONS SHALL BE INITIATED WITHIN 7 DAYS AFTER REACHING FINAL GRADE OR UPON
SUSPENSION OF GRADING OPERATIONS FOR AN ANTICIPATED DURATION OF GREATER THAN 30 DAYS OR
UPON COMPLETION OF GRADING OPERATIONS FOR A SPECIFIC AREA.
ES-12: THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING SURFACE AND AIR MOVEMENT OF DUST
FROM EXPOSED SOILS WHICH MAY PRESENT HEALTH HAZARDS, TRAFFIC SAFETY PROBLEMS, OR HARM
ANIMAL OR PLANT LIFE.
ES-13: A VSMP IS REQUIRED FOR PROJECTS DISTURBING 2,500 SQUARE FEET OR GREATER IN A DESIGNATED
CHESAPEAKE BAY PRESERVATION AREA (CBPA) OR 10,000 SQUARE FEET OR GREATER OUTSIDE THE CBPA. FOR
MORE INFORMATION VISIT THE VIRGINIA STORMWATER MANAGEMENT PROGRAM PERMITTING WEB PAGE
AT: http://www.deq.virginia.gov/Programs/Water/StormwaterManagement.aspx
ARCHITECT NAME/SEAL:
E&SC LEGEND
Q �
N0. TITLE KEY SYMBOL aFYI
CONSTRUCTION ROAD
3.03 STABILIZATION
T � o
U I��
3.05 SILT FENCE SF X X X
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3.07 STORM DRAIN NI
INLET PROTECTION I P U' r
3 08 CULVERT C I P
INLET PROTECTION
3.30 TOPSOILING TO TO
3.31 TEMPORARY SEEDING TS TS NO. REVISION/ISSUE DATE
JOB NUMBER: 19066
3.32 PERMANENT SEEDING PS PS DATE: DECEMBER 11, 2019
DRAWN BY: JMT
3.35 MULCHING MU MU APPROVED BY: JFG
DRAWING DESCRIPTION:
3.39 DUST CONTROL DC DC GRADING/E&SC PLAN
DRAWING NUMBER:
TOPSOIL STOCKPILE TSSP TSSP
C-05
ME
5
C
of
5,,
I-
I I I I I I
NOTE:
THIS DETAIL SHALL NOT BE USED FOR
ACCESSIBLE PARKING SPACES AND
THE AISLE BETWEEN THEM.
4" #57 STONE
4" HEAVY STONE
12" RDC, COMPACTED w/ SHEEP'S FOOT
ROLLER IN TWO EQUAL LIFTS
11 I I I I I I I I I I I I I
L
EXISTING SOIL COMPACTED TO
95% STD PROCTOR DENSITY
REMOVE INCOMPETENT SOIL
HEAVY DUTY GRAVEL DETAIL
SCALE: NTS
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST.
3. CURB HAVING RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)
WILL BE PAID FOR AS RADIAL CURB,
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH)
OR INCREASED AS MUCH AS Y (21" DEPTH) IN ORDER THAT THE
BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF
THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE
WAS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE
FOR A DECREASE OR AN INCREASE IN DEPTH.
5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS
ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND
SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED,
STANDARD CG-3 IS REQUIRED,
SEE
NOTE 4
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
SPECIFICATION REFERENCE STANDARD 6" CURB
105
502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01
CG-2 DETAIL
SGALE: NTS
C
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CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4" x 4" TRENCH
UPSLOPE ALONG THE LINE OF POSTS.
Jill
FLOW 4"
3. ATTACH THE FILTER FARIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
2. STAPLE WIRE FENCING TO
THE POSTS.
4. BACKFILL AND COMPACT THE
EXACAVATED SOIL.
,
fd Fa
011
EXTENSION OF FABRIC
MIRE INTO THE TRENCH.
SILT FENCE DETAIL
SCALE: NTS
SOLDIER COURSE EDGE WITH 90 DEGREE
HERRING BONE PATTERN
RESTRAINT
JRSE
IERRINGBONE PATTERN
CHANNEL INSTALLATION
NOTE: HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
CRITICAL POINTS
IF NECESSARY TO ALLOW STAPLES TO SECURE THE
A. OVERLAPS AND SEAMS
CRITICAL POINTS ALONG THE CHANNEL SURFACE.
B. PROJECTED WATER LINE
C. CHANNEL BOTTOM/SIDE
REFER TO GENERAL STAPLE PATTERN GUIDE FOR
SLOPE VERTICES
CORRECT STAPLE RECOMMENDATIONS FOR CHANNELS.
L�; %i�Yi;%I 4
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL.
4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH A 6" OVERLAP.
USE A DOUBLE ROW OF STAGGERED STAPLES 4" APART TO SECURE BLANKETS.
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED IN 6" DEEP X 6" WIDE TRENCH,
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT INTERVALS.
USE A ROW OF STAPLES 4" APART OVER ENTIRE WIDTH OF THE CHANNEL.
PLACE A SECOND ROW 4" BELOW THE FIRST ROW IN A STAGGERED PATTERN.
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6" DEEP X 6" WIDE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
3 TRM FABRIC DETAIL
C-06 SCALE: NTS
DRAWING NO.
ICPI-42
SCALE
F.S.
IIIIIIIII`
V.
-III
V
III
e
-III
III -III
III
-II
-I
�.
III •�•`�
��
PRECAST CONCRETE OR
CUT STONE CURB
CONCRETE PAVER
3 1/8" (80 MM) MIN THICKNESS
V TO 1 1/2" (25 TO 40 MM) BEDDING SAND
GEOTEXTILE 12" (300 MM) WIDE,
TURN UP AGAINST CURB
COMPACTED AGGREGATE BASE
GEOTEXTILE AS REQUIRED
TURN UP AT SIDES OF BASE
I R
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P Lu
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0 ------ ---------------------OO
I I-i I I -III -III -III -I I I
. I I III-III-III-� I I -I
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COMPACTED SOIL SUBGRADE
COMPACTED AGGREGATE OR
CONCRETE BEDDING
cae
NOTE:
1. EDGE RESTRAINT SHOULD BE MINIMUM 6 IN. (150 MM) WIDE FOR STREET APPLICATIONS.
2. EDGE RESTRAINT MAY BE EVEN WITH TOP OF CONCRETE PAVERS,
3. THICKNESS OF AGGREGATE BASE WILL VARY WITH SUBGRADE CONDITIONS AND CLIMATE.
COLDER CLIMATES MAY REQUIRE THICKER BASES.
DRAWING NO.
STREET PAVEMENT WITH FULL -DEPTH ICPI-51
0 PRECAST CONCRETE OR CUT STONE CURB SCALE
F.S.
PAVER PLAN AND SECTION 5
SGALE: NTS ,C-06,
I1I11431 "fil
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:
ARCHITECT NAME/SEAL:
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NO. I REVISIONASSUE DATE
JOB NUMBER: 19066
DATE: 12.11.2019
DRAWN BY: JMT
APPROVED BY: JFG
DRAWING DESCRIPTION:
CONSTRUCTION DETAILS
DRAWING NUMBER:
C-06
0
0
21
0
0
0
0
0
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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
MARK THE NORTH SIDE OF THE TREE IN
THE NURSERY, AND ROTATE TREE TO
FACE NORTH AT THE SITE WHEN EVER
POSSIBLE.
SET TOP OF ROOT BALL FLUSH TO
GRADE OR 25-50 MM (1-2 IN.) HIGHER IN
SLOWLY DRAINING SOILS.
INTERNATIONAL SOCIETY OF ARBORICULTURE
1400 WEST ANTHONY DRIVE CHAMPAIGN, IL 61821
(217) 355-9411 (217) 355-9516 FAX
MULCH RING 1800 MM (6 FT.)
DIAM MIN. 2400 MM (8FT.) DIAM.
PREFERRED
EACH TREE MUST BE PLANTED
SUCH THAT THE TRUNK FLARE
IS VISIBLE AT THE TOP OF THE
ROOT BALL, TREES WHERE THE
TRUNK FLARE IS NOT VISIBLE
SHALL BE REJECTED. DO NOT
COVER THE TOP OF THE ROOT
BALL WITH SOIL.
100 MM (4 IN.) HIGH EARTH
SAUCER BEYOND EDGE OF
ROOT BALL.
200 MM (8 IN.)
r tlAM �B �I..... �p,II IIYI��IIII II IIIIIINIII III111111
REMOVE ALL TWINE, ROPE AND
50 MM (2 IN.) MULCH. DO NO PLACE
',,,,,,,,,
WIRE, AND BURLAP FROM TOP
MULCH IN CONTACT WITH TREE TRUNK.
, ,,,
,,; ,,++++++
HALF OF ROOT BALL
MAINTAIN THE MULCH WEED -FREE FOR
++++�++ +
+++,,t,A
MINIMUM OF THREE YEARS AFTER
NT IS SHIPPED WITH A WIRE BASKET AROUND THE
PLANTING.
BALL, CUT THE WIRE BASKET IN FOUR PLACES
i
FOLD DOWN 200 MM (8 IN.) INTO PLANTING HOLE.
NOTE: FOR DIMENSIONS OF PLANTING
E ROOT BALL ON UNEXCAVATED
AREAS, TYPES OF SOIL AMENDMENTS,AMPED
SOIL.
OR SOIL REPLACEMENT. SEE "SOILIMPROVEMENT
DETAILS."
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
SGALE: ti
TREE FENCING AND ARMORING DETAIL
SGALE: NTS
4
DRIP LINE
PROTECTIVE DEVICE
n
MAXIMUM LIMITS OF
CLEARING AND GRADING
PROPOSED GRADING
rrrr rr �
/ MIN
y„ WHERE DRIP LINE
IS LESS THAN 5'
CONSTRUCTION OPERATIONS RELATIVE
TO THE LOCATION OF PROTECTED TREES
TREE PROTECTION DETAIL
SCALE: 1'7
5
C-07�
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:
ARCHITECT NAME/SEAL:
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NO. REVISIONASSUE DATE
JOB NUMBER: 19066
DATE: 12.11.2019
DRAWN BY: JMT
APPROVED BY: JFG
DRAWING DESCRIPTION:
LANDSCAPING DETAILS
DRAWINGNUMBER: