HomeMy WebLinkAboutARB202000022 Plan - Submittal (First) 2020-02-03VIRGINIA
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DESCRIPTION
DS TAVERN
CONSTRUCTION DOCUMENTS
ALBEMARLE COUNTY, VIRGINIA
LINEAGE JOB #19066
INDEX OF SHEETS
SHEET NO.
TITLE SHEET
C-01
GENERAL NOTES
C-02
EXISTING CONDITIONS
C-03
OVERALL SITE PLAN
C-04
LANDSCAPING PLAN
C-04 A
GRADING / E&SC PLAN
C-05
CONSTRUCTION DETAILS
C-06
LANDSCAPING DETAILS
C-07
DESIGNER:
LINEAGE ARCHITECTS, P.C.
ATTN: JON GARBER
3,1
1i F.U. bUn yy i
98 LEE HIGHWAY
VERONA, VIRGINIA 24482
PHONE: (540) 248-3771
DEVELOPER:
TO BE DETERMINED
4
VICINITY MAP
(SCALE 1:1000)
SET REVISIONS
sAII
FIRM INFO
7 Lineage Architects, P.C.
P.O. Box 991
98Lee High
way
SITE
Verona, VA 24482
Phone: (540)248-3771
Fax: (540)248-1628
Email: info@lineagearch.com
ENGINEER NAME/SEAL:
JON GARBER IS THE CERTIFIED LAND
DISTURBER UNTIL A GENERAL CONTRACTOR
IS HIRED BY THE OWNER AT WHICH TIME
LIABILITY FOR LAND DISTURBANCE SHIFTS
TO THE GENERAL CONTRACTOR.
ARCHITECT NAME/SEAL:
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NO. I REVISIONQSSUE DATE
JOB NUMBER: 19066
DATE: FEBRUARY 03, 2020
DRAWN BY: JMT
APPROVED BY: JFG
DRAWING DESCRIPTION:
TITLE SHEET
DRAWING NUMBER:
C-01
GENERAL NOTES
1) ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS,
AND SITE CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN
DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE
ENGINEER IN WRITING WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES
OR AMBIGUITIES IN WRITING. WORK DONE BY THE CONTRACTOR AFTER HIS
DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES WITHOUT
CLARIFICATION FROM THE ENGINEER OF RECORD, SHALL BE DONE AT THE
CONTRACTOR'S RISK.
2) THE LOCATION OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY.
THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PUBLIC OR PRIVATE
UTILITIES WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ALL
EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. THE CONTRACTOR
SHALL PROVIDE TEST PITS AT ALL LOCATIONS WHERE PROPOSED CONSTRUCTION
r CROSSES EXISTING WATER, GAS AND FIBER OPTIC LINES.
3) THREE BUSINESS DAYS PRIOR TO ANY EXCAVATION CALL MISS UTILITY.
T
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
1 CONSTRUCTED AND TESTED TO CONFORM TO COMMONWEALTH OF VIRGINIA/
nl STATE BOARD OF HEALTH WATERWORKS AND/OR SEWERAGE REGULATIONS AND
TUG Al PPHARI P r01 InITv nGCIrm ANIn rnnIcTRI IrTIOKI (ZTANnARn(z nnAnu IAI
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6) DRAINAGE IMPROVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH
STANDARDS AND SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF
TRANSPORTATION.
7) INSTALLATION OF CONCRETE STORM PIPE SHALL COMPLY WITH VDOT STANDARD
DRAWING PB-1.
8) ALL RIGID PIPE BEDDING (CONCRETE, CEMENT LINED DUCTILE IRON PIPE, ETC.)
SHALL BE CLASS C, UNLESS NOTED OTHERWISE ON THE PLANS.
9) ALL UNDERGROUND FACILITIES LOCATED WITHIN THE VDOT RIGHTS -OF -WAY
SHALL BE INSTALLED PRIOR TO THE PLACEMENT OF ANY PART OF THE
PAVEMENT STRUCTURE.
I 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
'I REFUSE DEBRIS DERIVED FROM ANY SOURCE.
;I 11) SATISFACTORY MATERIAL FOR USE AS FILL FOR PUBLIC STREETS INCLUDE
I 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
F'LU5 UK MINUS 2 F'EKGEN I AGE RUIN 15 UH UN I IMUM I U FAUILI I A I E
T 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
31 92 LB/CU. FT. PER ASTM D-698 AND SHALL HAVE A PLASTICITY INDEX LESS THAN 17
;I 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.
Si TESTS SHALL BE CONDUCTED BY A CERTIFIED MATERIALS TESTING LABORATORY
AND THE CERTIFICATIONS MADE BY A LICENSED PROFESSIONAL ENGINEER
REPRESENTING THE LABORATORY.
13) COMPACTION OF FILL MATERIAL UNDER BUILDING SLABS SHALL BE BASED UPON
RECOMMENDATIONS OF SOILS ENGINEER AFTER COMPLETION OF STANDARD PROCTOR
TEST AND SHALL MEET BEARING REQUIREMENTS OF ARCHITECT FOR BUILDINGS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING.
14) EMBANKMENT FILL AND TRENCH BACK -FILL SHALL BE PLACED IN LIFTS AT
TIA MAXIMUM UNCOMPACTED DEPTH OF 8-INCHES AND 6-INCHES RESPECTIVELY
IDENSITY 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 AREA AT THE FOLLOWING MINIM M FREQUENCIES:
S U
(A) SUB -GRADE: ONE TEST PER LANE PER 500 LINEAL FEET.
s
(B) STONE -BASE: ONE TEST PER LANE PER 6" COMPACTED LIFT
PFR 5M I INFAI FFFT
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(C) HOT ASPHALTIC CONCRETE: ONE TEST PER LANE PER LIFT
PER 500 LINEAL FEET.
ABREVIATIONS:
ARCH.
ARCHITECT
16) ALL EXCAVATIONS, INCLUDING TRENCHES, SHALL BE KEPT DRY TO PROTECT
C/L OR C L
CENTERLINE
THEIR INTEGRITY.
C/OUT OR C/O
CLEAN OUT
CONC.
CONCRETE
17) TEST RESULTS SHALL BE SUBMITTED TO THE SUPERVISING ENGINEER. FAILURE TO CONDUCT
CG
CURB & GUTTER
DENSITY TESTS SHALL BE CAUSE FOR NON -ACCEPTANCE OF THE FACILITY. TESTS
DIA.
DIAMETER
SHALL BE CONDUCTED AT THE SOLE COST OF THE DEVELOPER OR HIS AGENT.
E.P.
EDGE OF PAVEMENT
EL.
ELEVATION
18) COMBINATION UNDER -DRAINS TYPE CD-1 SHALL BE INSTALLED AT THE LOWER END
ESMT.
EASEMENT
OF CUT SECTIONS. UNDER -DRAINS TYPE CD-2 SHALL BE INSTALLED AT THE LOW POINT
EW
EXISTING WATER
OF ALL VERTICAL CURVES.
EX.
EXISTING
F.E.
FOUNDATION ELEVATION
19) STANDARD UD-1 AND UD-3 UNDER -DRAINS SHALL BE INSTALLED WHERE INDICATED ON
F.E.S.
FLARED END SECTION
PLANS AND FURTHER WHERE DETERMINED NECESSARY IN THE FIELD BY VDOT INSPECTORS
F.F.E.
FINISHED FLOOR ELEVATION
F.H. or F/HYD
FIRE HYDRANT
20) UPON BRINGING THE STREET TO APPROXIMATE ELEVATION THE CONTRACTOR SHALL CAUSE SOIL
F/L
FIRE LINE
SAMPLES FOR CBR DETERMINATION TO BE TAKEN AT A MAXIMUM INTERVAL OF 300 FEET
F.W.
TOP OF FOUNDATION WALL
MEASURED ALONG THE STREET CENTERLINE. THE CBR OF EACH SAMPLE SHALL BE
G.V.
GATE VALVE
DETERMINED AND THE AVERAGE CBR SHALL BE USED TO DETERMINE THE PAVEMENT
HORIZ.
HORIZONTAL
STRUCTURE REQUIREMENTS. THE PAVEMENT MATERIALS AND THE AMOUNT THEREOF AS
INV.
INVERT
SHOWN ON THE TYPICAL STREET SECTION MAY BE MODIFIED BY THE RESULTS OF THESE
IRS
IRON ROD SET
TESTS IN ACCORDANCE WITH VDOT STANDARDS AND IF APPROVED BY THE VDOT ENGINEER.
LAT.
LATERAL
A COPY OF ALL SOILS TEST RESULTS SHALL BE SUBMITTED TO THE SUPERVISING ENGINEER
LT.
LEFT
PRIOR TO THE PLACING OF ANY BASE OR SUBBASE MATERIAL.
M/H
MANHOLE
MIN.
MINIMUM
21) INSPECTORS HAVE FULL AUTHORITY TO REJECT FILL OR BACKFILL MATERIALS,
NE
NORTH EAST
REQUIRE UNDERCUTTING OR SUBGRADE STABILIZATION, REQUIRE PROVISIONS FOR SUB-
NW
NORTH WEST
DRAINAGE, OR REQUIRE OTHER MEASURES WHICH AFFECT THE INTEGRITY OF ROAD AND
P.C.
POINT OF CURVE
UTILITY CONSTRUCTION. FAILURE TO COMPLY WITH INSPECTOR'S DIRECTIVES SHALL BE
P.I.
POINT OF INTERSECTION
CAUSE FOR NON ACCEPTANCE OF THE FACILITY.
P.T.
POINT OF TANGENTPVC
POINT OF VERTICAL CURVE
22) TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE MANUAL
PVI
POINT OF VERTICAL INTERSECTION
OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
PVT
POINT OF VERTICAL TANGENTPVMT.
PAVEMENT
23) A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE ISSUANCE OF THE LAND
R
R.D.
RADIUS
DISTURBING PERMIT. THE CONTRACTOR SHALL ARRANGE THE MEETING WITH THE
RT.
ROOF DRAIN
COUNTY ENGINEER. ALBEMARLE COUNTY PUBLIC UTILITIES INSPECTOR, REPRESENTING
SAN.
RIGHT
WATER INTERESTS, SHALL ALSO ATTEND. ATTENDANCE SHALL BE COORDINATED THROUGH
SEW. SSEW.
SANITARY SEWER
THE OFFICE OF THE COUNTY ENGINEER.
or
STD.
SEWER
STANDARD
24) ONLY PERSONNEL AUTHORIZED BY COUNTY SHALL OPERATE COUNTY WATER VALVES.
STM. SEW.
STORM SEWER
SE
SOUTH EAST
25) ALL DETAILS NOT SPECIFICALLY SHOWN ON THESE PLANS REMAIN PERTINENT AND SHALL BE
SW
S/W
SOUTH WEST
IN ACCORDANCE WITH CURRENT ISSUE OF DCSM.
S.F.
SIDEWALK
SQUARE FEET
26) BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY
STIR.
STRUCTURE
PERFORMED IN ORDER TO APPLY FOR A PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED
T.B.
T/C
TOP OF BANK
IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR ADDITIONAL
TOP OF CURB
T/P
TOP OF GRAVEL PAVEMENT
EXISTING
PROPOSED
ROADS
ROAD CENTERLINE
CURB TAPER
SIDEWALKS
o 00 o CONCRETE PAVEMENT
GRAVEL SURFACE
BUILDINGS
FENCE
DECIDUOUS TREE
CONIFEROUS TREE
0 CONIFEROUS SHRUB
St ST STORM WATER LINE
- - - - PROPERTY LINE
STORM SEWER
- - 2900 - - - - 2906 - - INDEX CONTOUR
- - 2898 - - - - 2898 - - INTERMEDIATE CONTOUR
2876.3
x 289366 SPOT ELEVATION
LIMITS OF CLEARING AND/OR GRADING
REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. TPD TRIPS PER DAY WATER SERVICE AND METER
27) ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT U/G UNDERGROUND SANITARY SEWER LATERAL AND CLEANOUT
VERT.
OVER SIDEWALKS.
VERTICAL
W/L WATERLINE ss SS SANITARY SEWER LINE
X-ING
28) ALL HANDICAP PARKING SPACES AND ACCESS ISLES SHALL COMPLY WITH ADA STANDARDS OF
CROSSING
ACCESSIBILITY. ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL NOT HAVE A SURFACE
ohe ❑HE OVERHEAD ELECTRIC LINE
SLOPE GREATER 1:48. ACCESS ISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY
SERVE. SEE SHEET C-05 FOR SPOT ELEVATIONS DETAILING CROSS SLOPES FOR ACCESSIBLE
uge UGE UNDERGROUND ELECTRIC LINE
PARKING SPACES AND ADJACENT ACCESS ISLES. SEE SHEET C-06 FOR DETAIL OF ACCESSIBLE
SIGNAGE.
oht ❑HT OVERHEAD TELECOM LINE
ugt UGT UNDERGROUND TELECOM LINE
w G/ WATER LINE
VDOT General Notes
VDOT General Notes (Continued) gas 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 fora approval and land use permit issued prior to an execution of work within the VDOT right of way.
PP P P Y 9 y
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.
9 Y P P P P P Y
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 / 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 ryconstruction 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 beinstaII d where warranted and/or as proposed on these p ans 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-1. 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 backfll 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.
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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:
ARCHITECT NAME/SEAL:
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NO. REVISION/ISSUE DATE
JOB NUMBER: 19066
DATE: FEBRUARY 03, 2020
DRAWN BY: JMT
APPROVED BY: JFG
DRAWING DESCRIPTION:
GENERAL NOTES
DRAWING NUMBER:
C-02
r
1
DEMOLISH AND
EXISTING MIXED
TM 59-16A �
DECIDUOUS BED
IVY HILL GARDENS, LLC / DEMOLISHAND REMOVE�
/ EX PING DOGWOOD X3
DB 5002/71 / DEMOLISH AND REMOVE
MULTI -FAMILY RESIDENTIAL EXISTING CONCRETE WALK
�
IN
I
I
WOODED SLOPE
MIX OF DECIDUOUS AND
EVERGREEN
i
I
GENERAL NOTES: z
1. CURRENT FIELD SURVEY RECORDED BY LINEAGE ARCHITECTS, PC.
/ PAVEM r \ \ 2. TOPOGRAPHY SHOT IN FIELD BY LINEAGE ARCHITECTS, PC.
/ J 3. THE SITE IS DETERMINED TO BE LOCATED WITHIN THE IVY CREEK a
34' TULIP POPLAR - v
j � RESERVOIR WATERSHED.
/ 4. THE SITE IS ZONED C1 COMMERCIAL. Qt
5. THE SITE IS LOCATED IN FEMA FLOODPLAIN ZONE X; THE SITE IS
/ ( IVY ROAD DETERMINED TO BE OUTSIDE THE 100 YEAR FLOOD PLAIN. z
FIRM MAP NUMBER: 510 03C 0265 D. EFFECTIVE DATE: FEB. 4, 2005
US ROUTE 250 � }�
6. BENCHMARKS ARE ASSUMED ELEVATIONS BASED ON CURRENT IL.
80I RIW FIELD SURVEY.
7. ALL PLANT MATERIAL IS UNDER 6" CALIPER UNLESS OTHERWISE zuz
NOTED. u
APPROX. SEPTIC LINE
/ LOCATION TYP. 3 EASEMENTS OF RECORD: d
(EASEMENTS AS KNOWN OR DISCLOSED, NO TITLE REPORT FURNISHED,
SEPTIC LID ___„_,__2�, \ ADDITIONAL EASEMENTS OR UTILITIES MAY OR MAY NOT EXIST.)
CLEANOUT O
DECIDUOUS MAGNOLIA' \ EXISTING SITE VIRGINIA ELECTRIC AND POWER COMPANY EASEMENTS:
ENTRANCE I EXIT
DEMOLISH AND REMOVE
\ DEMOLISH AND REMOVE DB 307/183 POLE LINE EASEMENT PARALLEL TO RT. 250 NO WIDTH GIVEN.
b \ EXISTING FENCE \ NOT PLOTTED
EXISTING UTILITY POLE l % \y,
'WILLOW \4I\Ab \ DB 316/562 POLE LINE EASEMENT PERPENDICULAR TO RT. 250, NO WIDTH FHA INFO:
OAK \
DEMOLISH AND REMOVE \ \�, GIVEN. -NOT PLOTTED Lineage Architects, P.C.
EXISTING BIRCH \\\ 100.00 \
P.O. Box 91
DEMOLISH AND REMOVE \\,�
DEMOLISH AND REMOVE II \`` EXISTING FENCE �0 \ UTILITY POLE ELECTRIC EASEMENT RESERVATIONS: 98 Lee Highgh
way
EXISTING ROSE OF SHARRON //�I yV- / / \ J Verona, VA 24482
X6 11 PAVEMENT
�( 11 DB 263/230 RESERVATION FOR AN EASEMENT FOR POWERLINE CROSSING Phone: (540) 248-3771
PROPERTY. NO WIDTH GIVEN. LOCATION NOT SPECIFIED, NOT Fax: 248-1628
/ F,� � Email: info@lineagneagearch.com
GRAVEL DRIVEWAY A ;ti ''/' p �9(! PLOTTABLE.
SHARED / \ DB 263/440 RESERVATION FOR AN EASEMENT FOR POWERLINE CROSSING
DRIVEWAY DOGWOOD \ ENGINEER NAME/SEAL:
DEMOLISH AND \r /gym EASEMENT /�� PROPERTY. NO WIDTH GIVEN. LOCATION NOT SPECIFIED, NOT PLOTTABLE
REMOVE EXISTING BR7� 4491 389
OVERHEAD
CD \ DEMOLISH AND REMOVE / �^ \ �s,� \ VIRGINIA TELEPHONE AND TELEGRAPH EASEMENTS:
EXISTING REDCEDAR / \ \ / \ DB 338/415 POLE LINE EASEMENT, 10' IN WIDTH CENTERED ON WIRES AS
2 STORY HISTORIC TAVERN
���� CONSTRUCTED. NO LOCATION SPECIFIED. NOT PLOTTED.
/ \ � \02, � � ra \
ROOFTOP 126.7' 11 ''� / i� \ DB 338/424 POLE LINE EASEMENT, 20 IN WIDTH CENTERED ON WIRES AS
1612 SF I OFOk t �` Vj O
CONSTRUCTED. NO LOCATION SPECIFIED. NOT PLOTTED.
RICK 4 �\
1 STORY BLDG DEMOLISH AND REMOVE20' WILLOW OAK '' WATERLINE EASEMENT:
ATIO \ DOOR 100.8' EXISTING FLAG POLE
ROOFTOP 117.9'
/ 230 SF `4/ DEMOLISH AND REMOVE \ \ DB 357/219 RIGHTS TO A WELL AND WATERLINE, IN EXCHANGE FORA \ V\ 1 STORY HOUSE $ SE ���/ �EXISTING DOGWOOD \ RELEASE TO RIGHTS TO A SPRING. ARCHITECT NAME/SEAL:
FF 101.9C lB \
RIDGELINE 113.25' C / \ 10
e4/�\\ PORAPE MYRTLE \
/ 17� F /\ / j+ k DocwooD \ ACCESS EASEMENT:
DB 263/440 A 20' WIDTH EASEMENT FFOR ACCESS, OVER THE "OLD D.S.
CRAPE MYRTLE ROAD", SHOWN HEREON ON THE WESTERN SIDE OF THE PROPERTY.
\ �+� BLDG \ DB 4491/396 A SHARED DRIVEWAY EASEMENT SHOWN HEREON.
BENCHMARK
E EOVATION AREA OF RESTRICTED USE:
WOOD STAIR DB 263/230 AREA DEFINED TO BE KEPT FREE OF BUILDING OR PENS OF
32"\WHI\PINE '\ ANY KIND; TO BE USED ONLY FOR GARDENS AND PASTURE (EXCEPTING
UTILITY POLE \ \
� \ FOR HOGS OR GOATS). SHOWN HEREON.
iF II A \ TLE
' STEEP SLOPE OVERLAY / ..{ �\ /� \. II �\ �\ _� •/0 '
T
II HP
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' e' / 1 II HOUSE F'P \ I E-5
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TM 59-15
IVY ROAD RE, LLC
DB 5123/91
Inst 201800013717
FEMA Flood Zone X 51003CO265D7 2/4/05
Samuel Miller Magisterial District
TM 59-15B
HALLAM ROTH
DB 4263/729
20
SINGLE FAMILY RESIDENT11
GRAPHIC SCALE
10 20 40
( IN FEET )
1 inch = 20 ft.
TM 59-15
JERRY D BENINATE
DB 1654/396
RESIDENTIAL -MOBILE HOME
EXISTING CONDITIONS
SGALE: 1 "= 20'
NO. I REVISIONASSUE I DATE
JOB NUMBER: 19066
DATE: FEBRUARY 03, 2020
DRAWN BY: JMT
APPROVED BY: JFG
DRAWING DESCRIPTION:
EXISTING CONDITIONS
DRAWING NUMBER:
C-03
GENERAL NOTES:
r
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11
in
In
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INSTALL CURB AT
EDGE OF DRIVE
SEE DETAIL 2IC-06
v A
� ADDITION �
979 SF \ \
o
\ \ 1 \
T \ •
J \
\ I I
60,s�q\ I II I
\ I I I
\ I I I
T \ I
I I
T rG I
T O I1
' \ I
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20
GRAPHIC SCALE
10 20 40
( IN FEET )
1 inch = 20 ft.
80
— INSTALL PAVERS
SEE DETAIL 5/C-06
\ goo
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 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
TOTAL NUMBER OF EMPLOYEES = 4
6. NO SITE LIGHTING IS PROPOSED FOR PARKING AREAS.
7. THERE ARE NO ADDITIONAL EASEMENTS PROPOSED FOR THE SITE.
8. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE
CORRIDOR SHALL BE ELIMINATED.
9. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE
PUBLIC NUISANCE AND NOT OVER SIDEWALKS.
10. 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 BE AT THE SAME LEVEL AS THE PARKING
SPACES THEY SERVE.
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
NET SF OF BUILT FOOTPRINT: 1612 +979 +424 +230 = 3245 SF
2862 X .80 = 2596 7 _ 12.98 =13
200 —
TOTAL SPACES REQUIRED = 13 (INCLUDING 1 H/C)
TOTAL SPACES PROVIDED = 13 (INCLUDING 1 H/C)
OVERALL SITE PLAN
SGALE: I "= 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:
ILTH OF
U JONATHAN F. GARBER a
No. 03878 M/DDYY�
ARCHITECT NAME/SEAL:
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NO. I REVISION/ISSUE I DATE
JOB NUMBER: 19066
DATE: FEBRUARY 03, 2020
DRAWN BY: JMT
APPROVED BY: JFG
DRAWING DESCRIPTION:
OVERALL SITE PLAN
DRAWING NUMBER:
C-04
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GRAPHIC SCALE
20 0 0 20 40 o
( IN FEET )
1 inch = 20 ft.
PRESERVE EXISTING
MAGNOLIA
PRESERVE EXISTING
MAGNOLIA
TING BRICK
PATIO
EXISTING 1 STORY
HOUSE
/ EXISTINN
POND /
PRESERVE EXISTING
POPLAR
PRESERVE EXISTING
CRAPE MYRTLE
PRESERVE EXISTING
DOGWOOD
EXISTING 2 STORY
HISTORIC TAVERN
1612 SF
PROPOSED
2 STORY
ADDITION
979 SF
INSTALL HOPHORNBEAM
/
PROPOSED
1 STORY
ADDITION
EXISTING
/
424 SF
1 STORY
LDG
\
SF
230 S
II �
II
II
II
I
I
I
I
I
I
\ 110.00,
\ ` SCREENING SHRUB
PRESERVE EXISTING
WILLOW OAK
INSTALL MEDIUM HEIGHT
SCREENING SHR B
\ 100.00'
INSTALL SMALL
HEDGE SHRUB \
PRESERVE EXISTING
JAPANESE MAPLE
\
\
\
\ \sue
\ AS
LANDSCAPING PLAN
SGALE: I "= 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:
} TH OF
U JONATHAN0GARBER
8588No. 3a
ARCHITECT NAME/SEAL:
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NO. REVISION/ISSUE DATE
JOB NUMBER: 19066
DATE: FEBRUARY 03, 2020
DRAWN BY: JMT
APPROVED BY: JFG
DRAWING DESCRIPTION:
LANDSCAPING PLAN
It •7 �r � � I SIC . '
;I Source: Va. DSWC
31
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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)
ti
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"sYpo1'�
TABLE 3.35-A
ORGANIC MULCH MATERIALS AND APPLICATION RATES
RATES
Per Acre
Per 1000 sq. (t.
Mulches
Notes
Free from weeds and
Straw or Hay
1 - 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
Fiber Mulch
Minimum 1500 lbs.
35lbs.
winter cover or during hot,
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 Ibs
Wood Chips
4 - 6 tons
185 - 275 Ibs.
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 or
Air-dried. Do not use in fine
Shredded Bark
50 - 70 cu. yds.
1 - 2 cu. yds.
turf areas. Apply with mulch
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 Ibs. / ac. or 45 Ibs. / 1000 sq. ft.
GRAPHIC SCALE
20 10 20 40
( IN FEET )
1 inch = 20 ft.
80
GRADING/E&SC PLAN
SGALE: I"=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 SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE
PLAN APPROVING AUTHORITY.
ES-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL
MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN
APPROVING AUTHORITY.
ES-7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES
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
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: h"p://www.deq.virginia.gov/Programs/Water/StormwaterManagement.aspx
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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:
Wq
1 TH OF
ARCHITECT NAME/SEAL:
E&SC LEGEND
N0. TITLE KEY SYMBOL a
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3.03 CONSTRSTABtICTION AD LIZATION CRS ORS o a
>
3,05 SILT FENCE SF X X X H d 0 w
� Q
STORM DRAIN O a U
3'07 INLET PROTECTION I P w en U w
3' 08 INLECULVERT
T PROTECTION C I P
3.30 TOPSOILING TO TO
3.31 TEMPORARY SEEDING TS TS NO. REVISIONASSUE DATE
JOB NUMBER: 19066
3.32 PERMANENT SEEDING PS P$ DATE: FEBRUARY 03, 2020
DRAWN BY: JMT
3.35 MULCHING M U MU APPROVED BY: JFG
DRAWING DESCRIPTION:
3.39 DUST CONTROL D C DC GRADING/E&SC PLAN
TOPSOIL STOCKPILE TSSP TSSR
U7;7_\:71.[ff�lI1SI:Id;i
C 05
Source: Va. DSWC
;
1
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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
1 I1 I1 I1 I
EXISTING SOIL COMPACTED TO
95%STD PROCTOR DENSITY
REMOVE INCOMPETENT SOIL
HEAVY DUTY GRAVEL DETAIL
SGALE: NTS C-0s
CG-2
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 3" (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. III ,II
I 4' 1�2•R
d d' o
O •
![RASE
SEE
NOTE 4 G
A
,{ q•
2' R
t 0 4
7is" 6'
15"
18" MIN. !� ' SURFACE
MAX SUBBASE
1 BASE
t� 12' ^i
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
SPECIFICATION REFERENCE STANDARD 6" CURB
105
502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01
CG-2 DETAIL
SCALE: NTS
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4" x 4" TRENCH 2. STAPLE WIRE FENCING TO
UPSLOPE ALONG THE LINE OF POSTS. THE POSTS.
FLOW
3. ATTACH THE FILTER FARIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
4. BACKFILL AND COMPACT THE
EXACAVATED SOIL.
FLOW
EXTENSION OF FABRIC AND
WIIRE INTO THE TRENCH.
FILTER FABRIC
J�IIi�
- WIRE
SILT FENCE DETAIL
SGALE: NTS
PAVER PLAN AND SECTION
SGALE: NTS
STANDARD
ALUMINUM
SI6N
ALUMINUM
"VAN-AGGESSIBLE"
SI6N
2"X2" STL. TUBE,
EXTEND 2'-0" INTO
GONG. FILLED PIPE
6" DIA. STD.
STL. PIPE FILLED
WITH GONGRETE
46 BARS EAGH
WAY THRU PIPE
HANDICAP PARKING SIGN
SGALE NTS
Q II J
RESERVED
PARKING
IR
PENALTY
$100-500 FINE
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�IIIIIII° �
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_ .
I I II
I I Ed I I.` 08�
El PAC
W
III —I I
CR
—I II—IISISIMII—
III IN III
611,11,
—III
COMPACTED SOIL SUBGRADE
COMPACTED AGGREGATE OR
CONCRETE BEDDING
NOTE:
1. EDGE RESTRAINT SHOULD BE MINIMUM 6 IN. (150 MM) WIDE FOR STREET APPLICATIONS.
2. EDGE RESTRAINT MAYBE EVEN WITH TOP OF CONCRETE PAVERS.
3. THICKNESS OF AGGREGATE BASE WILL VARY WITH SUBGRADE CONDITIONS AND CLIMATE.
COLDER CLIMATES MAY REQUIRE THICKER BASES.
STREET PAVEMENT WITH
FULL -DEPTH
DRAWING NO.
ICPI-51
0 PRECAST CONCRETE OR
CUT STONE CURB
SCALE
F.S.
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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:
�J1,TH OF,
U JONATHAN F. GARBER a
No. 038568
ARCHITECT NAME/SEAL:
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NO. I REVISION/ISSUE I DATE
JOB NUMBER: 19066
DATE: FEBRUARY 03, 2020
DRAWN BY: JMT
APPROVED BY: JFG
DRAWING DESCRIPTION:
CONSTRUCTION DETAILS
DRAWING NUMBER:
C-06
i
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.
200 MM (8 IN.)
50 MM (2 IN.) MULCH. DO NO PLACE
MULCH IN CONTACT WITH TREE TRUNK.
MAINTAIN THE MULCH WEED -FREE FOR
A MINIMUM OF THREE YEARS AFTER
PLANTING.
NOTE: FOR DIMENSIONS OF PLANTING
AREAS, TYPES OF SOIL AMENDMENTS,
OR SOIL REPLACEMENT, SEE "SOIL
IMPROVEMENT DETAILS."
INTERNATIONAL SOCIETY OF ARBORICULTURE
1400 WEST ANTHONY DRIVE CHAMPAIGN, IL 61821
(217) 355-9411 (217) 355-9516 FAX
MULCH RING 1800 MM (6 FT.) /
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.
DIAM. MIN. 2400 MM 8FT.
DIAM. 100 MM (4 IN.) HIGH EARTH
PREFERRED
SAUCER BEYOND EDGE OF
ROOT BALL.
Pn�u Yn......r,rrlr
rxn III Ilr 11 nY N&TAMPED
, ,
REMOVE ALL TWINE, ROPE AND
, , ,
',',',', WIRE, AND BURLAP FROM TOP
,',',',' HALF OF ROOT BALL
,,,,,T
IS SHIPPED WITH A WIRE BASKET AROUND THE
ALL, CUT THE WIRE BASKET IN FOUR PLACES
LD DOWN 200 MM (8 IN.) INTO PLANTING HOLE.
ROOT BALL ON UNEXCAVATED
PED SOIL.
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
TREE FENCING AND ARMORING DETAIL
SCALE: NTS
DRIP LINE
PROTECTIVE DEVICE
n
MAXIMUM LIMITS OF
CLEARING AND GRADING n
PROPOSED GRADING
r r
/ r
/ MIN 5'
war rw WHERE DRIP LINE
IS LESS THAN 5'
CONSTRUCTION OPERATIONS RELATIVE
TO THE LOCATION OF PROTECTED TREES
TREE PROTECTION DETAIL
SCALE: NTS
PT
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FLI M 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:
ILTH OF
U JONATHAN F. GARBER a
No. 0387
/YY�
ARCHITECT NAME/SEAL:
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NO. I REVISIONASSUE I DATE
JOB NUMBER: 19066
DATE: FEBRUARY 03, 2020
DRAWN BY: JMT
APPROVED BY: JFG
DRAWING DESCRIPTION:
LANDSCAPING DETAILS
DRAWING NUMBER:
C-07