HomeMy WebLinkAboutSDP201900076 Other Pre-application Plan 2019-12-11VIRGINIA
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DESCRIPTION
TITLE SHEET
GENERAL NOTES
EXISTING CONDITIONS
OVERALL SITE PLAN
LANDSCAPING PLAN
GRADING / E&SC PLAN
CONSTRUCTION DETAILS
LANDSCAPING DETAILS
DESIGNER:
LINEAGE ARCHITECTS, P.C.
ATTN: JON GARBER
P.O. BOX 991
98 LEE HIGHWAY
VERONA, VIRGINIA 24482
PHONE: (540) 248-3771
LINEAGE JOB #19066
INDEX OF SHEETS
DEVELOPER:
TO BE DETERMINED
SHEET NO.
C-01
C-02
C-03
C-04
C-04 A
C-05
C-06
C-07
v
• l
SITE
VICINITY MAP
(SCALE 1:100)
SET REVISIONS
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.
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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Q ATH F. CAREER >
No. 038588
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ARCHITECT NAME/SEAL:
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NO. REVISION/ISSUE I DATE
JOB NUMBER: 19066
DATE: DECEMBER 11, 2019
DRAWN BY: JMT
APPROVED BY: JFG
DRAWING DESCRIPTION:
TITLE SHEET
DRAWING NUMBER:
C-0 I
= GENERAL NOTES: ABREVIATIONS: z
LTIJ
ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS, ARCH. ARCHITECT
EXISTING PROPOSED
AND SITE CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN
16) ALL EXCAVATIONS, INCLUDING TRENCHES, SHALL BE KEPT DRY TO PROTECT C/L OR C L CENTERLINE
C/OUT OR C/O CLEAN OUT
o DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE THEIR INTEGRITY.Q�
° ENGINEER IN WRITING WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES ROADS
Q OR AMBIGUITIES IN WRITING. WORK DONE BY THE CONTRACTOR AFTER HIS
17) TEST RESULTS SHALL BE SUBMITTED TO THE SUPERVISING ENGINEER. FAILURE TO CONDUCT
CGNC CURB & GUTTER
DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES WITHOUT DIA. DIAMETER
CLARIFICATION FROM THE ENGINEER OF RECORD, SHALL BE DONE AT THE DENSITY TESTS SHALL BE CAUSE FOR NON -ACCEPTANCE OF THE FACILITY. TESTS ROAD CENTERLINE Z
C SHALL BE CONDUCTED AT THE SOLE COST OF THE DEVELOPER OR HIS AGENT. E P EDGE OF PAVEMENT
CONTRACTOR'S RISK. EL. ELEVATION 44
18) COMBINATION UNDER -DRAINS TYPE CD-1 SHALL BE INSTALLED AT THE LOWER END ESMT. EASEMENT CURB TAPER
2) THE LOCATION OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY. OF CUT SECTIONSUNDER-DRAINS TYPE CD-2 SHALL BE INSTALLED AT THE LOW POINT EW EXISTING WATER Iff
.
THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PUBLIC OR PRIVATE EX. EXISTINGU z
UTILITIES WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE. THE OF ALL VERTICAL CURVES. F.E. FOUNDATION ELEVATION
� � � � � � � � SIDEWALKS
T CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ALL 19) STANDARD U®�1 AND UD-3 UNDER -DRAINS SHALL BE INSTALLED WHERE INDICATED ON F.E.S. FLARED END SECTION
EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. THE CONTRACTOR F.F.E. FINISHED FLOOR ELEVATION
SHALL PROVIDE TEST PITS AT ALL LOCATIONS WHERE PROPOSED CONSTRUCTION PLANS AND FURTHER WHERE DETERMINED NECESSARY IN THE FIELD BY VDOT INSPECTORS F.H. or F/HYD FIRE HYDRANT
CONCRETE PAVEMENT �
CROSSES EXISTING WATER, GAS AND FIBER OPTIC LINES, 20) UPON BRINGING THE STREET TO APPROXIMATE ELEVATION THE CONTRACTOR SHALL CAUSE SOIL F/L FIRE LINE
0
SAMPLES FOR CBR DETERMINATION TO BE TAKEN AT A MAXIMUM INTERVAL OF 300 FEET F.W. TOP OF FOUNDATION WALL o
3) THREE BUSINESS DAYS PRIOR TO ANY EXCAVATION CALL MISS UTILITY. G.V. GATE VALVE
..
MEASURED ALONG THE STREET CENTERLINE. THE CBR OF EACH SAMPLE SHALL BE GRAVEL SURFACE
DETERMINED AND THE AVERAGE CBR SHALL BE USED TO DETERMINE THE PAVEMENT HORIZ. HORIZONTAL
4) ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH LOCAL AUTHORITY STRUCTURE REQUIREMENTS. THE PAVEMENT MATERIALS AND THE AMOUNT THEREOF AS INV.INVERT
STANDARDS AND SPECIFICATIONS. IRS IRON ROD SET
SHOWN ON THE TYPICAL STREET SECTION MAY BE MODIFIED BY THE RESULTS OF THESE �T LATERAL
TESTS IN ACCORDANCE WITH VDOT STANDARDS AND IF APPROVED BY THE VDOT ENGINEER. FI_RM INFO:
i 5) WORK IN THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE A COPY OF ALL SOILS TEST RESULTS SHALL BE SUBMITTED TO THE SUPERVISING ENGINEER LT, LEFT BUILDINGS
VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE M/H MANHOLE Lineage Architects, P.C.
.
SPECIFICATIONS, THE VDOT ROAD AND BRIDGE STANDARDS, THE VIRGINIA PRIOR TO THE PLACING OF ANY BASE OR SUBBASE MATERIALP.O. Box 991
MIN. MINIMUM 98 Lee Highway
2 EROSION AND SEDIMENT CONTROL REGULATIONS AND APPLICABLE STANDARDS 21) INSPECTORS HAVE FULL AUTHORITY TO REJECT FILL OR BACKFILL MATERIALS, NE NORTH EAST v-°- a - FENCE Verona, VA 24482
OF ALBEMARLE COUNTY. IN THE EVENT OF CONFLICT NW NORTH WEST Phone: (540) 248-3771
BETWEEN ANY OF THESE STANDARDS, REQUIRE UNDERCUTTING OR SUBGRADE STABILIZATION REQUIRE PROVISIONS FOR SUB- (540) 248-1628
SPECIFICATIONS OR PLANS THE MOST P.C. POINT OF CURVE Fax:
STRINGENT SHALL GOVERN. ALL UTILITIES TO BE DEDICATED TO THE ALBEMARLE DRAINAGE, OR REQUIRE OTHER MEASURES WHICH AFFECT THE INTEGRITY OF ROAD AND P.I. POINT OF INTERSECTION DECIDUOUS TREE Email: info@Iineagearch.com
UTILITY CONSTRUCTION. FAILURE TO COMPLY WITH INSPECTOR'S DIRECTIVES SHALL BE
COUNTY MUNICIPAL WATER SYSTEM SHALL BE CAUSE FOR NONACCEPTANCE OF THE FACILITY. P.T. POINT OF TANGENT
CONSTRUCTED AND TESTED TO CONFORM TO COMMONWEALTH OF VIRGINIA/ PVC POINT OF VERTICAL CURVE - + = CONIFEROUS TREE ENGINEER NAME/SEAL:
STATE BOARD OF HEALTH WATERWORKS AND/OR SEWERAGE REGULATIONS AND PVI POINT OF VERTICAL INTERSECTION
THE ALBEMARLE COUNTY DESIGN AND CONSTRUCTION STANDARDS MANUAL. 22) TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE MANUAL PVT POINT OF VERTICAL TANGENT
OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). CONIFEROUS SHRUB
PVMT. PAVEMENT
6) DRAINAGE IMPROVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH R RADIUS
STANDARDS AND SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF 23) A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE ISSUANCE OF THE LAND R.D. st ST STORM WATER LINE
DISTURBING PERMIT. THE CONTRACTOR SHALL ARRANGE THE MEETING WITH THEROOF DRAIN
TRANSPORTATION. RT. RIGHT
COUNTY ENGINEER. ALBEMARLE COUNTY PUBLIC UTILITIES INSPECTOR, REPRESENTING SAN - - - -® - PROPERTY LINE
WATER INTERESTS SHALL ALSO ATTEND. ATTENDANCE SHALL BE COORDINATED THROUGH SANITARY SEWER
7) INSTALLATION OF CONCRETE STORM PIPE SHALL COMPLY WITH VDOT STANDARD THE OFFICE OF THE COUNTY ENGINEER. SEW. or SSEW. SEWER
01 DRAWING PB-1. STD. STANDARD I STORM SEWER
STM. SEW. STORM SEWER
24) ONLY PERSONNEL AUTHORIZED BY COUNTY SHALL OPERATE COUNTY WATER VALVES.
8} ALL RIGID PIPE BEDDING (CONCRETE, CEMENT LINED DUCTILE IRON PIPE, ETC.) SE SOUTH EAST - - 2900 - - - - 2900 -- - INDEX CONTOUR
SHALL BE CLASS C, UNLESS NOTED OTHERWISE ON THE PLANS. 25 ALL DETAILS NOT SPECIFICALLY SHOWN ON THESE PLANS REMAIN PERTINENT AND SHALL BE SW SOUTH WEST ARCHITECT NAME/SEAL:
_ _ - - INTERMEDIATE CONTOUR
) 2898 2as6 - - -
S� SIDEWALK
- - - - -
IN ACCORDANCE WITH CURRENT ISSUE OF DCSM.
5 9) ALL UNDERGROUND FACILITIES LOCATED WITHIN THE VDOT RIGHTS -OF -WAY S.F. SQUARE FEET x SPOT ELEVATION
SHALL BE INSTALLED PRIOR TO THE PLACEMENT OF ANY PART OF THE STR. STRUCTURE 2876.3 2893.66
PAVEMENT STRUCTURE. T.B. TOP OF BANK
T/C LIMITS OF CLEARING AND/OR GRADING
TOP OF CURB
10) ALL MATERIALS USED FOR FILL OR BACK -FILL SHALL BE FREE OF WOOD, T/P TOP OF GRAVEL PAVEMENT WATER SERVICE AND METER
ROOTS, ROCKS, BOULDERS OR ANY OTHER NON -COMPACTIBLE SOIL TYPE TPD TRIPS PER DAY -�'
MATERIAL. UNSATISFACTORY MATERIALS ALSO INCLUDE MAN-MADE FILLS AND U/G
UNDERGROUND SANITARY SEWER LATERAL AND CLEANOUT
REFUSE DEBRIS DERIVED FROM ANY SOURCE. VERT.
VERTICAL --=
W/L WATERLINE s s
11) SATISFACTORY MATERIAL FOR USE AS FILL FOR PUBLIC STREETS INCLUDE X-ING CROSSING SS SANITARY SEWER LINE
CLASSIFIED IN ASTM D-2487 AS GW, GP, GM, GC, SW, SP, SM, SC, ML,
ohe 171-IE OVERHEAD ELECTRIC LINE
AND CL GROUPS. THE MOISTURE CONTENT SHALL BE CONTROLLED WITHIN
PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM TO FACILITATE
uge UGE UNDERGROUND ELECTRIC LINE
COMPACTION. GENERALLY, UNSATISFACTORY MATERIALS INCLUDE MATERIALS
CLASSIFIED IN ASTM D-2487 AS PT, CH, MH, OL, OH AND ANY SOIL TOO
oht 11HT OVERHEAD TELECOM LINE
o
WET TO FACILITATE COMPACTION. CH AND MH SOILS MAY BE USED SUBJECT
TO RESULTS OF THE GEOTECHNICAL REPORT AND UPON APPROVAL OF THE Ugt UCT UNDERGROUND TELECOM LINE
Q) SUPERVISING ENGINEER. SOILS SHALL HAVE A MINIMUM DRY DENSITY OF z
92 LB/CU. FT. PER ASTM D-698 AND SHALL HAVE A PLASTICITY INDEX LESS THAN 17. w W - - WATER LINE
0
12) MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACK-
n FILL AROUND DRAINAGE STRUCTURES OR IN UTILITY TRENCHES OR ANY VDOT General Notes VDOT General Notes (Continued) gas GAS GAS LINE
OTHER DEPRESSION REQUIRING FILL OR BACK -FILL SHALL BE COMPACTED TO 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 an entrances and mailboxes within an dedicated street right-of-way shall meet VDOT minim -° P g Y y g y um design standards and is the responsibility of the developer.
95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST 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.
AS SET OUT IN ASTM STANDARD D-698. THE CONTRACTOR SHALL, PRIOR TO 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.
ANY OPERATIONS INVOLVING FILLING OR BACKFILLING, SUBMIT THE RESULTS
OF THE PROCTOR TEST TOGETHER WITH A CERTIFICATION THAT THE SOIL o
L 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 an
P P Y
TESTED IS REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT. 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. Z
TESTS SHALL BE CONDUCTED BY A CERTIFIED MATERIALS TESTING LABORATORY a
V4 The developer shall be responsible for relocatin at his O
AND THE CERTIFICATIONSp p _ _._ .__ -relocating, __ g, _ 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 �a ~
MADE BY A LICENSED PROFESSIONAL ENGINEER g Y P v
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
REPRESENTING THE LABORATORY. 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.
t 13) COMPACTION OF FILL MATERIAL UNDER BUILDING SLABS SHALL BE BASED UPON of the developer.
RECOMMENDATIONS OF SOILS ENGINEER AFTER COMPLETION OF STANDARD PROCTOR 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
TEST AND SHALL MEET BEARING REQUIREMENTS OF ARCHITECT FOR BUILDINGS. 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.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING.
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
14) EMBANKMENT FILL AND TRENCH BACK -FILL SHALL BE PLACED IN LIFTS AT 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
A MAXIMUM N FILL ANCT R DEPTH OF 8-INCHES 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
C S AND 6-INCHES, RESPECTIVELY. 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.
DENSITY TESTS SHALL BE CONDUCTED AT THE FOLLOWING MINIMUM FREQUENCIES:
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 LNO.REVISIONASSUE DATE
(A) EMBANKMENTS FOR ROADS, STREETS, DAMS, ETC.: affected by this project shall be maintained through construction. be given by VDOT after grading is mostly complete.
JOB NUMBER: 19066
E ONE TEST PER LIFT PER 10,000 SQUARE FEET OF LIFT. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction.
q g 9 V24. Approval of these plans shall expire five (5) years from the date of the approval letter.
U
DATE: DECEMBER 11, 2019
(B) BACK -FILL AROUND STRUCTURES AND IN TRENCHES: 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.
ONE TEST PER LIFT PER 500 LINEAL FEET OF TRENCH. DRAWN BY: JMT
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 APPROVED BY: JFG
0 15) COMPACTION TESTS FOR STREET PAVEMENT STRUCTURE SHALL BE MADE IN CUT 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
AND FILL AREAS AT THE FOLLOWING MINIMUM FREQUENCIES: 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 sampleY 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 b the
X DRAWING DESCRIPTION:
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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.
(A) SUB -GRADE: ONE TEST PER LANE PER 500 LINEAL FEET. GENERAL NOTES
d 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
(B) STONE -BASE: ONE TEST PER LANE PER 6" COMPACTED LIFT Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise.
PER 500 LINEAL FEET. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. DRAWING NUMBER:
a 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
(C) HOT ASPHALTIC CONCRETE: ONE TEST PER LANE PER LIFT 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
PER 500 LINEAL FEET. for inspection purposes. Additional testing may be required as directed by the Area Land Use Engineer or their representative.
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GENERAL NOTES:
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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 COMMERCIAL,
5. THE SITE IS LOCATED IN FEMA FL_OODPLAIN 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.
SGAL ;_: I''=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 glineagearch.com
ENGINEER NAME/SEAL:
ARCHITECT NAME/SEAL:
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DRAWING DESCRIPTION:
EXISTING CONDITIONS
DRAWING NUMBER:
TABLE 3.39-A
ADHESIVES USED FOR DUST CONTROL
Water
Application
Dilution
Type of
Rate
Adhesive
(Adhesive: Water)
Nossle
Gallons/Acre
Anionic
Asphalt Emulsion
7:1
Coarse Spray
1,200
Latex Emulsion
12.5:1
Fine Spray
235
Resin in Water
4:1
Fine Spray
300
Acrylic Emulsion
(Non -Traffic)
7:1
Coarse Spray
450
Acrylic Emulsion
(Traffic)
3.5:1
Coarse Spray
350
Source: Va. DSWC
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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 Ha y
1 i - 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.
35 lbs.
winter cover or during hot,dry
periods.* Apply as
Slurry.
Cut or shredded in 4-6'I
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 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 lbs, / ac. or 45 lbs. / 1000 sq. ft,
20
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GRAPHIC SCALE
0 10 20 40
( IN FEET )
1 inch = 20 ft.
80
Sr -ALE: 1"=20'
GENERAL EROSION AND SEDIMENT CONTROL NOTES
0
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
M
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
6mmmd
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.
Ar
AW
AV
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 1
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. FIRM INFO:
Lineage Architects, P.C.
ES-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL P.O. Box 991
98
MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN Verona, VA 24482
Lee Highway
APPROVING AUTHORITY.
V
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& G LEGEND
NG. TITLE KEY SYMBOL
t4 0)
CONSTRUCTION ROAD
3.03 STABILIZATION G S CRs
U
SILT FENCE X X X X Q
U con
STORM DRAIN p"
H
3.07 INLET PROTECTION I� a M U 4-1 ®O
3 O3 CULVERT
INLET PROTECTION
3.30 TOPSOILING T®
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 1VIU MU APPROVED BY: JFG
DRAWING DESCRIPTION:
3,30 DUST CONTROL ®C �C GRADING/E&SC PLAN
DRAWING NUMBER:
TOPSOIL STOCKPILE TSSP TSSP
J
Source: Va. DSWC
4" #57 STONE
4" HEAVY STONE
12" RDC, COMPACTED w/ SHEEP'S FOOT
ROLLER IN TWO EQUAL LIFTS
/X//X/
III1 I I1 I I1 I I1 I I —III III1 I I III1 I I III1 I I1 I I1 11
NOTE:
THIS DETAIL SHALL NOT BE USED FOR EXISTING SOIL COMPACTED TO
ACCESSIBLE PARKING SPACES AND 95% STD PROCTOR DENSITY
THE AISLE BETWEEN THEM. REMOVE INCOMPETENT SOIL
Sr -ALE: 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 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
18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE
FOR A DECREASE OR AN INCREASE 1N 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.
4" � R
181,
MAX.
CG-2
JU0
si
12"
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
REFERENCE°N STANDARD 6° CURB
105
502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01
SCALE: NTS
0
0
5
0
0
E
E
0
>
1. SET POSTS AND EXCAVATE A 4" x 4" TRENCH
UPSLOPE ALONG THE LINE OF POSTS.
II
✓ � I � I a � I I I
FLOW
I77� 411
3. ATTACH THE FILTER FARIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
FILTER FABRIC
11111!1 pill
SCALE: NTS
2. STAPLE WIRE FENCING TO
THE POSTS.
4. BACKFILL AND COMPACT THE
EXACAVATED SOIL.
SOLDIER COURSE EDGE WITH 90 DEGREE
HERRING BONE PATTERN
SCALE: NTS
RESTRAINT
JRSE
IERRINGBONE PATTERN
DRAWING NO.
SCALE
ICPI-42
F.S.
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.
A
B
C
A
B C
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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.
SGAL E: NTS
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
`-- 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 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.
SCALE
5
7
ICPI-51
F.S.
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:
c�
G�
rv-I
o,
Fes-+
0
GO
a
0
M
NO. REVISION/ISSUE DATE
DATE:
DRAWN BY:
APPROVED BY
19066
DECEMBER 11, 2019
DRAWING DESCRIPTION:
CONSTRUCTION DETAILS
DRAWING NUMBER:
6
JMT
JFG