HomeMy WebLinkAboutSDP202100077 Plan - Submittal (First) 2021-10-01 (2)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.
v 3) THREE BUSINESS DAYS PRIOR TO ANY EXCAVATION CALL MISS UTILITY.
v 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
v OF ALBEMARLE COUNTY. IN THE EVENT OF CONFLICT
BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST
v STRINGENT SHALL GOVERN. ALL UTILITIES TO BE DEDICATED TO THE ALBEMARLE
v COUNTY MUNICIPAL WATER SYSTEM SHALL BE
A CONSTRUCTED AND TESTED TO CONFORM TO COMMONWEALTH OF VIRGINIA/
I STATE BOARD OF HEALTH WATERWORKS AND/OR SEWERAGE REGULATIONS AND
THE ALBEMARLE COUNTY DESIGN AND CONSTRUCTION STANDARDS MANUAL.
6) DRAINAGE IMPROVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH
3 STANDARDS AND SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF
TRANSPORTATION.
v
;I 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.
3 9) ALL UNDERGROUND FACILITIES LOCATED WITHIN THE VDOT RIGHTS -OF -WAY
SHALL BE INSTALLED PRIOR TO THE PLACEMENT OF ANY PART OF THE
PAVEMENT STRUCTURE.
vl 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
21 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
v NLUS UK MINUS L F'EKUEN I AUE RUIN 15 UH UN I IMUM I U FAUILI I A I E
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
v TO RESULTS OF THE GEOTECHNICAL REPORT AND UPON APPROVAL OF THE
v SUPERVISING ENGINEER. SOILS SHALL HAVE A MINIMUM DRY DENSITY OF
21 92 LB/CU. FT. PER ASTM D-698 AND SHALL HAVE A PLASTICITY INDEX LESS THAN 17
TI12) 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
v 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
v REPRESENTING THE LABORATORY.
T 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.
v 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.:
s
ONE TEST PER LIFT PER 10,000 SQUARE FEET OF LIFT.
(B) BACK -FILL AROUND STRUCTURES AND IN TRENCHES:
v ONE TEST PER LIFT PER 500 LINEAL FEET OF TRENCH.
ll
15) COMPACTION TESTS FOR STREET PAVEMENT STRUCTURE SHALL BE MADE IN CUT
»
x AND FILL AREAS AT THE FOLLOWING MINIMUM FREQUENCIES:
v
(A) SUB -GRADE: ONE TEST PER LANE PER 500 LINEAL FEET.
s
(B) STONE -BASE: ONE TEST PER LANE PER 6" COMPACTED LIFT
PPP 500 I IMFAI PPPT
t
(C) HOT ASPHALTIC CONCRETE: ONE TEST PER LANE PER LIFT
v PER 500 LINEAL FEET.
ABREVIATIONS:
ARCH. ARCHITECT
C/L OR C L CENTERLINE
EXISTING
PROPOSED
16) ALL EXCAVATIONS, INCLUDING TRENCHES, SHALL BE KEPT DRY TO PROTECT C/OUT OR C/O CLEAN OUT
THEIR INTEGRITY.
CONC. CONCRETE ROADS
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 ROAD CENTERLINE
EL. ELEVATION
18) COMBINATION UNDER -DRAINS TYPE CD-1 SHALL BE INSTALLED AT THE LOWER END ESMT. EASEMENTEW EXISTING WATER CURB TAPER
OF CUT SECTIONS. UNDER -DRAINS TYPE CD-2 SHALL BE INSTALLED AT THE LOW POINT EX. EXISTING
OF ALL VERTICAL CURVES.
F.E. FOUNDATION ELEVATION SIDEWALKS
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 CONCRETE PAVEMENT
20) UPON BRINGING THE STREET TO APPROXIMATE ELEVATION THE CONTRACTOR SHALL CAUSE SOIL F/L FIRE LINE
El
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 VALVE171 DETERMINED AND THE AVERAGE CBR SHALL BE USED TO DETERMINE THE PAVEMENT HORIZ. HORIZONTAL GRAVEL SURFACE
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 BUILDINGS
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 FENCE
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 DECIDUOUS TREE
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 TANGENT
CONIFEROUS TREE
PVC POINT OF VERTICAL CURVE
22) TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE MANUAL PVI POINT OF VERTICAL INTERSECTION
PVT POINT OF VERTICAL TANGENT CONIFEROUS SHRUB
OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). PVMT. PAVEMENT
23) A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE ISSUANCE OF THE LAND R p R00 RADIUS st ST STORM WATER LINE
DISTURBING PERMIT. THE CONTRACTOR SHALL ARRANGE THE MEETING WITH THE RIGHT
F DRAIN
COUNTY ENGINEER. ALBEMARLE COUNTY PUBLIC UTILITIES INSPECTOR, REPRESENTING SAN. - - - - PROPERTY LINE
WATER INTERESTS, SHALL ALSO ATTEND. ATTENDANCE SHALL BE COORDINATED THROUGH SANITARY SEWER
THE OFFICE OF THE COUNTY ENGINEER. SEW. or SSEW. SEWER STORM SEWER
STD. STANDARD
24) ONLY PERSONNEL AUTHORIZED BY COUNTY SHALL OPERATE COUNTY WATER VALVES. STM. SEW. STORM SEWER
SE SOUTH EAST - - 2900 - - - - 2900 - - INDEX CONTOUR
25) ALL DETAILS NOT SPECIFICALLY SHOWN ON THESE PLANS REMAIN PERTINENT AND SHALL BE SW SOUTH WEST _ _ 2898 _ - _ 2898 - - - INTERMEDIATE CONTOUR
IN ACCORDANCE WITH CURRENT ISSUE OF DCSM. S/W SIDEWALK
S.F. SQUARE FEET 2876.3 e98ee STIR. STRUCTURE x SPOT ELEVATION
26) BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY T g TOP OF BANK
PERFORMED IN ORDER TO APPLY FOR A PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED TOP OF CURB LIMITS OF CLEARING AND/OR GRADING
T/C
IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR ADDITIONAL T/TOP OF GRAVEL PAVEMENT
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
OVER SIDEWALKS. VERT. VERTICAL
W/L WATERLINE ss SS SANITARY SEWER LINE
28) ALL HANDICAP PARKING SPACES AND ACCESS ISLES SHALL COMPLY WITH ADA STANDARDS OF X-ING 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
VDOT General Notes
ugt UGT UNDERGROUND TELECOM LINE
V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control
Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. W W WATER LINE
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations.
VDOTGeneralNotes(Continued) gas GAS GAS LINE
V3. When workingwithin VDOT ri ht-of-wa 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 Ian needs to be
right-of-way, P P 9 P
submitted for approval and land use permit issued prior to any execution of work within the VDOT right of way. V17. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer.
V4 The developer shall be responsible for relocating, at his expense, an and all utilities including traffic signal poles, 'unction boxes controllers etc. owned b VDOT or private / public utility companies. It is the sole responsibility of the
P P 9� P Y 9 9 P � 1 Y P P tY P P ty 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
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.
P Y Y Y P P tY PP P ty PControl Devices.
V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility V19. The developer shall provide the VDOT Land Development Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any
of the developer. dedicated street right-of-way must be provided to the local VDOT Land Development Office prior to acceptance of the work. Unit and total prices may be obscured.
V6. If required by the local VDOT Land Development Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor (s), various County agencies, utility companies and V20. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with
VDOT prior to initiation of work. Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to
V7. The contractor shall notifythe local VDOT Land Development Office when work is to begin or cease for an undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to an required or requested VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction
P e9 Y 9 q P Y q q
and testing of the density control strip.
inspection.
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
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. specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified
V9. The contractor shall be responsible for maintaining a VDOT permitted temporary construction entrances in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip.
P 9 P P ry O 9 P P
affected by this project shall be maintained through construction. V22. In accordance with Section 302.03, the foundations for pipe culverts thirty-six 36 inches and larger shall be explored below the bottom of the excavation to determine the a and
P PO 9 P type
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site Burin and at the end of construction. condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply
q 9 9 with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall
V11. All water and sewer lines within existingor proposed VDOT right-of-way shall have a minimum thirty-six 36 inches cover and when possible shall be installed under roadway drainage facilities at conflict points. be determined by the engineer and approved by VDOT.
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V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in V23. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to
that vicinity until an adequate design can be determined by the engineer and approved by VDOT. be given by VDOT after grading is mostly complete.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved b a VDOT representative prior to placement of fill. A VDOT representative shall be resent to insure the soil sample(s)obtained for CBR's is V24. Approval of these plans shall expire five (5) years from the date of the approval letter.
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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 V25. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT.
accordance with all applicable VDOT standards and procedures.
V14. All roadwayfill base subgrade material and backfll in utility/storm /storm sewer trenches shall be compacted in accordance with the lift thicknesses density and moisture requirements as specified in the current VDOT Road and Bride 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
9 Y P Y q P 9 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
Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. 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
V15. VDOT Standard CD and LID underdrains shall be installed where indicated on these plans and/or as specified by VDOT. 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
V16. A post installation visual/video camera inspection shall be conducted b the Contractor on all pipes identified on the plans as storm sewer a and a select number of a culverts. For a culverts, a minimum of one pipe installation engineer and approved by VDOT.
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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:
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5
MINOR AMNDMNT
8/9/2021
4
PERMIT SET
12/30/20
3
CO. COMMENTS
12/10/20
2
COMMENTS
8/18/20
1
SITE SUBMITTAL
7/13/20
NO,
REVISION/ISSUE
DATE
JOB NUMBER:
19066
DATE: MAY 26, 2020
DRAWN BY:
JMT
APPROVED BY:
JFG
DRAWING DESCRIPTION:
GENERAL NOTES
DRAWING NUMBER:
C-02