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PROJECT LOCATION
CITY OF
CHARLOTTESVI LLE
VICINITY MAP
SCALE: 1"=2000'
OWNER: ALBEMARLE COUNTY SERVICE AUTHORITY
NOTE: ALL IMPROVEMENTS SHALL COMPLY WITH THE
168 SPOTNAP ROAD
CURRENT EDITION OF THE ALBEMARLE COUNTY
CHARLOTTESVILLE, VA 22911
SERVICE AUTHORITY'S GENERAL WATER AND SEWER
PHONE: 434-977-4511
CONSTRUCTION SPECIFICATIONS. IF THERE ARE ANY
FAX: 434-979-0698
DISCREPANCIES BETWEEN THE PROJECT
CONTACT: MICHAEL VIEIRA, PE
SPECIFICATIONS AND THE ALBEMARLE COUNTY
SCHEDULES AND TABLES
SERVICE AUTHORITY'S GENERAL WATER AND SEWER
AGENT: O'BRIEN &GERE
CONSTRUCTION SPECIFICATIONS, THE ALBEMARLE
4435 WATERFRONT DRIVE
COUNTY SERVICE AUTHORITY'S GENERAL WATER
SUITE 205
AND SEWER CONSTRUCTION SPECIFICATIONS SHALL
GLEN ALLEN, VA 23060
GOVERN.
PHONE: 804-270-3515
C-5
FAX: 804-270-5808
HEALTH DEPARTMENT
CONTACT: ROBERT E. BELL, PE
C-7
TAX MAP: 045 & 061
C-8
PARCEL NUMBER: N/A
COMMONWEALTH CIRCLE
MAGISTERIAL DISTRICT: RIO DISTRICT
PLAN AND PROFILE STA. 0+00 TO 6+00
COUNTY: ALBEMARLE COUNTY
PLAN AND PROFILE STA. 6+00 TO 12+00
STATE: VIRGINIA
PLAN AND PROFILE STA. 12+00 TO 15+00
USE: WATER MAIN REPLACEMENT PROJIECT
C-12
ZONING: N/A
DOMINION DRIVE
VARIANCES: N/A
PLAN AND PROFILE STA. 0+00 TO 6+00
ZONING PROFFERS: N/A
PLAN AND PROFILE STA. 6+00 TO 12+00
SOURCE OF TOPOGRAPHY: TOPOGRAPHIC SURVEY BY LINCOLN SURVEYING ON OCTOBER 2014
SOURCE OF SURVEY: TOPOGRAPHIC SURVEY BY LINCOLN SURVEYING ON OCTOBER 2014
US GEOLOGICAL SURVEY DATUM: NAVD 88 & NAD 83
PLAN AND PROFILE STA. 18+00 TO 19+45
TOTAL SITE ACREAGE: N/A
C-17
TOTAL DISTURBED AREA: 0.33 ACRES
WILLIAMSBURG ROAD
BUILDING AREA/NO. OF STORIES/HEIGHT: N/A
PLAN AND PROFILE STA. 0+00 TO 5+00
EROSION &SEDIMENT CONTROL SUBMITTAL
LD) l- L f � L•-� l--,
7
FNIX PD LAC [L -I
UO U
APPROVALS
SIGNATURE
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
COVER SHEET
GENERAL
ENGINEER
GENERAL NOTES
G-2
INSPECTIIONS
G-3
SCHEDULES AND TABLES
ARB
COMMONWEALTH DRIVE
C-1
DEPARTMENT OF FIRE RESCUE
C-2
PLAN AND PROFILE STA. 6+00 TO 12+00
ALBEMARL.E COUNTY SERVICE AUTHORITY
PLAN AND PROFILE STA. 12+00 TO 18+00
C-4
VIRGINIA D)EPARTMENT OF TRANSPORTATION
C-5
PLAN AND PROFILE STA. 24+00 TO 30+50
HEALTH DEPARTMENT
PLAN AND PROFILE STA. 30+50 TO 36+00
C-7
03, 4 �Ili 1
O'BRIEN' & GERE ENGINEERS, INC.
RICHMOND
4435 WATERFRONT DRIVE
SUITE 205
GLEN ALLEN, VA 23060
PHONE: 804-270-3515
7
APPROVED
by the A'bemc.rle County
Commun° y Development Department
Date _ 2 9 J a !;e v i
File w pc zo
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(kEu5>R0BERT
TH p�, L1.
E. BELL, JR.
m. No. 037293
�0+ w�
IT IS A 'VIOLATION OF LAW FOR ANY
PERSON UNLESS ACTING UNDER THE
DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER TO ALTER THIS DOCUMENT.
INDEX OF SHEETS
SHEET NO,
DESCRIPTION
TITLE
T-0
COVER SHEET
GENERAL
G-1
GENERAL NOTES
G-2
ADDITIONAL NOTES, LEGEND, AND KEY PLAN
G-3
SCHEDULES AND TABLES
CIVIL
COMMONWEALTH DRIVE
C-1
PLAN AND PROFILE STA. 0+00 TO 6+00
C-2
PLAN AND PROFILE STA. 6+00 TO 12+00
C-3
PLAN AND PROFILE STA. 12+00 TO 18+00
C-4
PLAN AND PROFILE STA. 18+00 TO 24+00
C-5
PLAN AND PROFILE STA. 24+00 TO 30+50
C-6
PLAN AND PROFILE STA. 30+50 TO 36+00
C-7
PLAN AND PROFILE STA. 36+00 TO 42+00
C-8
PLAN AND PROFILE STA. 42+00 TO 48+00
COMMONWEALTH CIRCLE
C-9
PLAN AND PROFILE STA. 0+00 TO 6+00
C-10
PLAN AND PROFILE STA. 6+00 TO 12+00
C-11
PLAN AND PROFILE STA. 12+00 TO 15+00
FOUR SEASONS DRIVE
C-12
TPLAN AND PROFILE STA. 0+00 TO 6+00
DOMINION DRIVE
C-13
PLAN AND PROFILE STA. 0+00 TO 6+00
C-14
PLAN AND PROFILE STA. 6+00 TO 12+00
C-15
PLAN AND PROFILE STA. 12+00 TO 18+00
C-16
PLAN AND PROFILE STA. 18+00 TO 19+45
PROVIDENCE ROAD
C-17
PLAN AND PROFILE STA. 0+00 TO 6+00
WILLIAMSBURG ROAD
C-18
PLAN AND PROFILE STA. 0+00 TO 5+00
C-19
PLAN AND PROFILE STA. 5+00 TO 12+00
C-20
PLAN AND PROFILE STA. 12+00 TO 18+00
C-21
PLAN AND PROFILE STA. 18+00 TO 20+00
CONNECTION DETAILS
C-22
CONNECTION DETAILS
PAVEMENT RESTORATION
C-23
PAVEMENT RESTORATION 1
C-24
PAVEMENT RESTORATION 2
C-25
PAVEMENT RESTORATION 3
C-26
PAVEMENT RESTORATION 4
C-27
PAVEMENT RESTORATION 5
C-28
PAVEMENT RESTORATION 6
C-29
PAVEMENT RESTORATION 7
C-30
PAVEMENT RESTORATION 8
C-31
PAVEMENT RESTORATION 9
DETAILS
C-32
DETAILS 1
C-33
DETAILS 2
C-34
PAVEMENT RESTORATION DETAILS AND TRAFFIC CONTROL PLAN
EROSION AND SEDIMENTATION CONTROL
ESC -1
EROSION & SEDIMENTATION CONTROL NOTES
ESC -2
EROSION & SEDIMENTATION CONTROL PLAN 1
ESC -3
EROSION & SEDIMENTATION CONTROL PLAN 2
ESC -4
EROSION & SEDIMENTATION CONTROL PLAN 3
ESC -5
EROSION & SEDIMENTATION CONTROL PLAN 4
ESC -6
EROSION & SEDIMENTATION CONTROL PLAN 5
ESC -7
EROSION & SEDIMENTATION CONTROL PLAN 6
ESC -8
EROSION & SEDIMENTATION CONTROL PLAN 7
ESC -9
EROSION & SEDIMENTATION CONTROL PLAN 8
ESC -10
EROSION & SEDIMENTATION CONTROL PLAN 9
ESC -11
EROSION & SEDIMENTATION CONTROL DETAILS
6643.52167—T01
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EROSION CONTROL NARRATIVE
1. OBTAIN ALL NECESSARY PERMITS PRIOR TO BEGINNING CONSTRUCTION. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL CONFORM TO THE LATEST VIRGINIA STANDARDS AND SPECIFICATIONS FOR
SOIL EROSION AND SEDIMENT CONTROL.
2. INSTALL EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN ON PLANS.
3. STAKEOUT PROPOSED WATER MAIN REPLACEMENT ALIGNMENT.
4. BEGIN WATER MAIN REPLACEMENT CONSTRUCTION. iCONTRACTOR SHALL OPEN CUT ONLY THAT LENGTH OF PAVEMENT AND TRENCH THAT CAN BE BACKFILLED AND STABILIZED EACH DAY. PLACE
EXCAVATED MATERIAL ON THE UPHILL SIDE OF THE TRENCH. UPON COMPLETION OF WATER MAIN INSTALLATION EACH DAY, BACKFILL PIPE TRENCH AND PROVIDE TEMPORARY PAVEMENT REPAIR.
5. UPON COMPLETION OF THE WATER MAIN INSTALLATION, TESTING, AND APPROVAL BY LOCAL AUTHORITY OFFICIALS, PERMANENT PAVEMENT REPAIR SHALL BE INSTALLED PER PLANS, AND SPECIFICATIONS.
6. REMOVE REMAINING SEDIMENT CONTROL MEASURES AND STABILIZE AREAS DISTURBED TO THEIR ORIGINAL CONDITION WITH PERMANENT, TEMPORARY OR SPECIAL SEEDING IN ALL AREAS AS SPECIFIED OR
REQUIRED.
PROJECT DESCRIPTION
THE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) BERKELEY WATER MAIN REPLACEMENT PROJECT CONSISTS OF THE REPLACEMENT OF APPROXIMATELY 11,680 LINEAR FEET OF 6 -INCH AND 8 -INCH DUCTILE
IRON WATER MAIN AND ALL ASSOCIATED APPURTENANCES. APPROXIMATELY 0.33 ACRES OF LAND WILL BE TEMPORARILY DISTURBED IN ORDER TO COMPLETE THE WATER MAIN INSTALLATION. IT IS EXPECTED
THAT THE PROJECT WILL START IN FALL 2015 AND BE SUBSTANTIALLY COMPLETE WITHIN 270 CALENDAR DAYS. THERE WILL BE NO CHANGES TO THE CURRENT PERVIOUS/IMPERVIOUS SURFACES AS A RESULT OF
THIS PROJECT. THERE WILL BE NO CHANGES TO THE CURRENT DEVELOPED CONDITIONS OF THE SITE.
EXISTING SITE CONDITIONS
THE PROPOSED ALIGNMENT WILL BE INSTALLED ALONG CO)MMONWEATLH DRIVE, COMMONWEALTH CIRCLE, FOUR SEASONS DRIVE, WOODLAKE DRIVE, DOMINION DRIVE, AN UNAMED GRAVEL ROAD (INTERSECTING
WITH DOMINION DRIVE), PROVIDENCE ROAD, WILLIAMSBURG ROAD, AND BERKMAR DRIVE. THE TERRAIN ALONG THE ALIGNMENT VARIES FROM 7 TO 60% SLOPES FOR THE MAJORITY OF THE PIPE ROUTE. THE
STEEPEST SLOPE IS LOCATED NEAR STATION 47+75 ON COMMONWEALTH DRIVE (SHEET C-8)WHERE IT IS AROUND 60%.
ADJACENT AREAS
THE ADJACENT PARCELS SURROUNDING THE NEW WATER MAIN ALIGNMENT ARE PRIMARILY PRIVATE LANDS OWNED BY INDIVIDUAL PROPERTY OWNERS. THERE ARE ADDITIONAL CORPORATELY OWNED PARCELS
ADJACENT TO THE ALIGNMENT.
OFF SITE AREAS
THERE WILL BE NO OFF SITE LAND DISTURBANCE.
SOILS
THE FOLLOWING SOIL TYPES MAY BE ENCOUNTERED ALONG THE PIPE ALIGNMENT:
• ELIOAK LOAM (27B), 2 TO 7% SLOPES
• ELIOAK LOAM (27C), 7 TO 15% SLOPES
• GLENELG LOAM (34D), 15 TO 25% SLOPES
• PACOLET SANDY LOAM (65B), 2 TO 7% SLOPES
• PACOLET SANDY LOAM (65C), 7 TO 15% SLOPES
• UDORTHENTS, LOAMY (88)
• URBAN LAND (91)
• WEDOWEE SANDY LOAM (94C), 7 TO 15% SLOPES
• WEDADKEE SILT LOAM (95)
CRITICAL AREAS
THE ONLY POTENTIAL CRITICAL AREAS IDENTIFIED WITHIN THE PROJECT AREA IS IN THE VICINITY OF STATION 47+50 TO 48+00 NEAR THE COMMONWEALTH DRIVE TIE-IN (SHEET C-8) AND STATION 4+00 TO 5+00
BETWEEN BERKMAR DRIVE AND WILLIAMSBURG ROAD (SHEET C-18). THERE WILL BE LIMITED DISTURBANCE IN THESE AREAS FOR INSTALLATION OF THE NEW WATER MAINS. THESE AREAS ARE CONSIDERED
CRITICAL DUE TO THE STEEPNESS OF THE EXISTING SLOPE. THE EXISTING TOPOGRAPHY WILL BE RETURNED TO PRE -CONSTRUCTION ELEVATIONS FOLLOWING INSTALLATION OF THE WATER MAIN.
EROSION AND SEDIMENT CONTROL MEASURES
A SERIES OF EROSION AND SEDIMENT CONTROL MEASURE'S SHALL BE UTILIZED TO MINIMIZE EROSION. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLAN FOR THIS PROJECT ARE
CONSISTENT WITH THE REQUIREMENT OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, 1992 EDITION.
PAVED WASH RACK: A PAVED WASH RACK/CONSTRUCTION ENTRANCE WILL BE INSTALLED TO PREVENT THE TRACKING OF MUD ONTO THE EXISTING SURFACE. SEE DETAIL PROVIDED FROIM THE ALBEMARLE
COUNTY DESIGN STANDARDS MANUAL FOR PROPER INSTALLATION.
3.05 SILT FENCE: SILT FENCE WILL BE INSTALLED TO DECREASE THE VELOCITY OF SHEET FLOW AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM LEAVING THE CONSTRUCTION AREA. SILT FENCE SHOULD BE
INSTALLED ALONG CONTOUR LINES TO THE EXTENT PRACTICABLE. SILT FENCE OUTLET PROTECTION WILL BE PLACED IN THE LOWEST PARTS WHERE THE SILT FENCE IS LOCATED TO ALLOW RUNOFF TO
DISCHARGE IMMEDIATELY IN THE EVENT OF A HEAVY RAINFALL.
3.08 INLET PROTECTION: INLET PROTECTION WILL BE INSTALLED AT EVERY STORM INLET WITHIN 500 FT OF AN OPEN TRENCH TO PROTECT THE STORM SEWER SYSTEM FROM SEDIMENTATION DURING
CONSTRUCTION.
3.20 ROCK CHECK DAMS: ROCK CHECK DAMS WILL BE INSTALLED WITHIN DRAINAGE SWALES TO REDUCE VELOCITY OF CONCENTRATED STORMWATER FLOWS, THEREBY REDUCING EROSION OF THE SWALE OR
DITCH.
3.31 TEMPORARY SEEDING: TEMPORARY STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDIISTURBED) FOR LONGER
THAN 30 DAYS. SEEDING SHALL BE APPLIED PER SPECIFICATION 3.31 OF THE HANDBOOK AND NOTE 17 OF THE ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL
PLANS.
3.32 PERMANENT SEEDING: ONCE THE SITE IS AT FINAL GRADE, A PERMANENT STAND OF GRASS SHALL BE ESTABLISHED IN ACCORDANCE WITHIN SPECIFICATION 3.32 OF THE HANDBOOK AND NOTE 18 OF THE
ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS.
3.35 MULCH: STRAW MULCH SHALL BE APPLIED AT A RATE OF 80 LBS/100 SF TO PROVIDE PROTECTION OF THE TOPSOIL AND SEED APPLICATION IN ACCORDANCE WITH SPECIFICATION 3.35 'OF THE HANDBOOK.
3.38 TREE PROTECTION: TREE PROTECTION WILL BE INSTAILLED AT DESIGNATED LOCATIONS TO PROTECT IDENTIFIED TREES FROM INJURY DURING PIPELINE INSTALLATION.
DUST CONTROL SHALL BE PROVIDED ACCORDINGLY TO REDUCE SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBANCE.
PERMANENT STABILIZATION
DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES PERMANENTLY CEASE ARE TO BE STABILIZED WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED. METHODS OF: PERMANENT SOIL
STABILIZATION SHALL COMPLY WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, 1992 EDITION AND AS DIRECTED BY COUNTY OFFICIALS (SEE NOTE 22 OF THE ALBEMARLE COUNTY GENERAL
CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS).
STORMWATER RUNOFF CONSIDERATIONS
THERE WILL BE NO INCREASE IN PEAK RUNOFF RATES.
MAINTENANCE
IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. THE FOLLOWING ITEMS SHALL BE CHECKED IN PARTICULAR:
1. INLET PROTECTION WILL BE CHECKED DAILY FOR UNIDERMINING OR DETERIORATION. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF WAY TO THE TOP OF THE
BARRIER AS REQUIRED IN ACCORDANCE WITH VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, 1992 EDITION AND THE LATEST VIRGINIA STANDARDS AND SPECIFICATIONS FOR EROSION AND
SEDIMENT CONTROL.
2. SILT FENCE BARRIERS SHALL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF
WAY TO THE TOP OF THE BARRIER AS REQUIRED IN ACCORDANCE WITH VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, 1992 EDITION AND THE LATEST VIRGINIA STANDARDS AND SPECIFICATIONS
FOR EROSION AND SEDIMENT CONTROL.
3. PAVED WASH RACKS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP WHICH WILL PREVENT DRAINAGE. IF THE PAVED WASH RACK IS CLOGGED BY SEDIMENT, IT SHALL BE CLEANED AS REQUIRED IN
ACCORDANCE WITH VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, 1992 EDITION AND THE LATEST VIRGINIA STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL.
4. SEEDED AREAS SHALL BE CHECKED REGULARLY TO (ENSURE THAT A UNIFORM STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RE -SEEDED AS REQUIRED IN ACCORDANCE WITH VIRGINIA EROSION
AND SEDIMENT CONTROL HANDBOOK, 1992 EDITION AND THE LATEST VIRGINIA STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL.
CALCULATIONS
NO CALCULATIONS ARE REQUIRED FOR THE EROSION AND SEDIMENT CONTROL PLAN.
IT IS A VIOLATION OF LAW FOR ANY PERSON, THIS DRAWING WAS PREPARED AT THE SCALE INDICATED.
.0�Q,j,TH OpOooUNLESS ACTING UNDER THE DIRECTION INTRODUCED
�� LICENSED ENG NEER TO ALTER THIS DOCUMENT. WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS.
r 0 r,� i USE THE GRAPHIC SCALE BAR TO DETERMINE THE ACTUAL SCALE.
',�, 6 ' l S -ls Gi✓i
ROBERT E. BELL, JR.
FIN ARGE OF REB
Lic. No. 037293
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DRAWN BY DSS NO. DATE REVISION INT.
ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES:
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCILUDING
CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA
DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY
REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE
REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS
AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE
APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING,
GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY
OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF
THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A
DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM
TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIP SHALL BE REINFORCED CONCRETE PIPE - CLASS
III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS
FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
EROSION AND SEDIMENT CONTROL LEGEND
LIMITS OF DISTURBANCE LOD-
SILT FENCE SF -SF
STORM DRAIN INLET PROTECTION IP
t
TREE PROTECTION TP TP
CONSTRUCTION ENTRANCE CE
ALBEMARLE COUNTY SERVICE AUTHORITY
BERKELEY WATER MAIN REPLACEMENT
ALBEMARLE COUNTY, VIRGINIA
ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS :
1. 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.
2. ALL EROSION AND SEDIMENT CONTROL MEASURES 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.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN
CLEARING.
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT
ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS
(INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A
SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN
APPROVING AUTHORITY.
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.
7. 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.
8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH
RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE
EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA.
11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT
MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.
12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE
SECTION 5.1.28.
13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF
ALBEMARLE.
14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO
THE HOURS OF 7:OOAM TO 9:OOPM.
15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL
SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND
IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE 0 SLIDES, SINKING, OR COLLAPSE.
16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT
STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED
BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY.
17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75
LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF A 50/50 MIX OF ANNUAL
RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY
THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF.
ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR.
18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH.
AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6
INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX.
PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL
FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80
LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR.
19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR
CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED
WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE
RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVISION DYKES
WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY.
20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF
FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE
COUNTY EROSION CONTROL INSPECTOR.
21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF
APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.)
22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE
DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B)
CIVIL
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ATE
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371 P. 169, 171 PLAT
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FOUR SEASONS APARTMENTS _ _ \
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INT.
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EROSION &SEDIMENTATION
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EROSION & SEDIMENTATION
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FILE NO.
6643.52167 -ESC08
DATE ESC -8
JUNE 2015
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EROSION & SEDIMENTATION
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JUNE 2015
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ROBERT E. BELL, JR. 5IN CHARGE OF REB
Uc. No. 037293 •
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CIVIL
EROSION & SEDIMENTATION
CONTROL PLAN 8
FILE NO.
6643.52167 -ESC09
DATE
JUNE 2015
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CIVIL
EROSION & SEDIMENTATION
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FILE NO.
6643.52167 -ESC10
DATE
JUNE 2015
SC -10
SILT FENCE CULVERT INLET
PROTECTION
ENDWALL
TOE 0, FILL I CULVERT
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II
TOE OF FILL
T*O SILT FENCE
DISTANCE IS 6' MINIMUM IF FLOW
IS TOWARD EMBANKMENT
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OPTIONAL STONE COMBINATION
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2.5'
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TO REPLACE SILT F -NCE IN " HORSESHOE " WHEN
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CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4"X4" 2, STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
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Sherwood & Wyant
CONSTRUCTION OF A SILT FENCE
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•
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SPACE
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SOURCE; ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1
ALBEMARLE COUNTY SERVICE AUTHORITY
BERKELEY WATER MAIN REPLACEMENT
ALBEMARLE COUNTY, VIRGINIA
CIVIL
EROSION &SEDIMENTATION
CONTROL DETAILS
ILE NO.
6643.52167 - ESC 11 C
ATE ESC -11
JUNE 2015