Attachment_2a_Final_Drawings.pdf

PDF 9 MB Posted

Attached to
James River Streambank Stabilization Project (JRSSP) Federal contract opportunity
Solicitation number
W91236-18-B-0003
Issued by
Department of the Army Corps of Engineers Engineering District Norfolk

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Other files attached to James River Streambank Stabilization Project (JRSSP), newest first.
File Type Posted
BRRO-18-082_Combined_Stormwater_Management_and_Erosion_Sediment_Plan.pdf PDF
Attachment_9_CORRECTED_Wingina_Nutrient_Bank_Sales_Quote_Letter_7.6.18.pdf PDF
Attachment_8_References_PS_Amendment_1.pdf PDF
Attachment_4_Wingina_Nutrient_Bank_Credit_Availability_Letter__7.6.18.pdf PDF
Attachment_1_Solicitation_Amendment_0001.pdf PDF
Attachment_3_Bid_Schedule.pdf PDF
Attachment_5_Wingina_Nutrient_Bank_Sales_Quote_Letter_7.6.18.pdf PDF
Attachment_6_Q&A.pdf PDF
Attachment_2_Plan.pdf PDF
Attachment_7_JRSSP_Site_Visit_Participant_List.pdf PDF
Attachment_2a_Final_Drawings.pdf PDF
Attachment_2b_Specifications.pdf PDF
Attachment_1_Solictation.pdf PDF
Attachment_3_Bid_Schedule.pdf PDF
Attachment_1_Solictation.pdf PDF
Attachment_2b_Specifications.pdf PDF
Attachment_3_Bid_Schedule.pdf PDF
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US Army Corps of Engineers

Norfolk District

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JAMES RIVER AMHERST COUNTY SECTION 14

EMERGENCY SHORELINE PROTECTION PROJECT

AMHERST COUNTY, VIRGINIA

US Army Corps of Engineers

Norfolk District

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NORFOLK DISTRICT FILE NO.:

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DESCRIPTION

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JOSEPH MOORE

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19 APR 2018

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NORFOLK, VIRGINIA

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DEPARTMENT OF THE ARMY

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NORFOLK DISTRICT, CORPS OF ENGINEERS

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CHIEF, WATER RESOURCES DIVISION

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CHIEF, DESIGN SECTION

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CHIEF, OPERATIONS BRANCH

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APPROVED:

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REVIEWED:

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CHIEF, NAVIGATION SUPPORT AND SURVEY SECTION

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COVER SHEET

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LOCATION MAP

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GENERAL NOTES

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OVERALL PLAN AND BORING LOCATIONS

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EXISTING CONDITIONS

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EXISTING CONDITIONS (CONT'D)

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PLAN & PROFILE

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PLAN & PROFILE (CONT'D)

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PLAN & PROFILE (CONT'D)

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TYPICAL REVETMENT CROSS-SECTION

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TYPICAL SECTION REVETMENT ENDS

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EROSION AND SEDIMENT CONTROL PLANS

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EROSION AND SEDIMENT CONTROL - SOIL MAP

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EROSION AND SEDIMENT CONTROL

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EROSION AND SEDIMENT CONTROL (CONT'D)

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EROSION AND SEDIMENT CONTROL (CONT'D)

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EROSION & SEDIMENTATION CONTROL DETAILS

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MARINE FILTER MATTRESS DETAIL

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MARINE FILTER MATTRESS DETAIL (CONT'D)

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BORING LOGS

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BORING LOGS (CONT'D) & PHOTOS

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CHURCH ST

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JOSEPH MOORE

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19 APR 2018

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STATE HWY 850

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DOG CREEK RD

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COLONIAL HWY

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WILLIAMS RUN PUMP STATION

NOTE: SEE SPECIFICATIONS SECTION 01+14 00 WORK RESTRICTIONS FOR SITE ACCESS ROUTE.

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AutoCAD SHX Text EXISTING CONTOUR MAJOR EXISTING CONTOUR MINOR EXISTING SANITARY SEWER PIPE EXISTING STORM PIPE EXISTING DIRT PATH SHORELINE EDGE OF WOODS LIMITS OF CONSTRUCTION SILT FENCE PROPERTY LINE R/W LINE TURBIDITY CURTAIN RIPRAP (CLASS II ARMOR STONE) PROPERTY EASEMENT OHW SOIL TYPE BOUNDARY SEWER LINE EASEMENT FLOOD PLAIN ZONE X SANITARY SEWER MH SIGN SPT BORING LOCATIONS TEMPORARY CONSTRUCTION ENTRANCE AND CONSTRUCTION ROAD PROPOSED REVETMENT TOP OF SLOPE

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NORFOLK, VIRGINIA

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NORFOLK DISTRICT FILE NO.:

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DESCRIPTION

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JOSEPH MOORE

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19 APR 2018

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AutoCAD SHX Text PROJECT DESCRIPTION: Approximate 1,250LF of shoreline rehabilitation installed to protect the existing gravity sewer line. TOPO POINTS are in feet referred to NAVD 88 and were taken from 19th thru 22nd of May 2015. COORDINATES are referred to the Virginia State Plane Coordinate System, South Zone in U.S. survey feet, and are based on the North American Datum of 1983. SOUNDINGS are in feet referred to NAVD 88 and were taken on 28 and 29th of July 2015.

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1. THE SEWER EASEMENT LOCATION WAS PROVIDED TO THE US ARMY THE SEWER EASEMENT LOCATION WAS PROVIDED TO THE US ARMY CORPS OF ENGINEERS BY HURT AND PROFFITT. THE CONTRACTOR SHALL CONFIRM THE LOCATION OF THE EASEMENT IN THE FIELD BEFORE CONSTRUCTION. 2. SPECIAL CARE TO BE TAKEN WHEN WORKING OVER THE EXISTING SPECIAL CARE TO BE TAKEN WHEN WORKING OVER THE EXISTING SANITARY SEWER. NOTE THE LACK OF SOIL COVER ON SHEETS 7 THRU 9. INSTALL STONE FOR THE CONSTRUCTION ROAD BEFORE MOVING HEAVY EQUIPMENT OVER SEWER LINE. 3. THE CONTRACTOR SHALL MINIMIZE TREES REMOVED TO AREAS OF THE CONTRACTOR SHALL MINIMIZE TREES REMOVED TO AREAS OF WORK. REMOVE TREES THAT ARE NECESSARY FOR STREAM BANK RESTORATION AND SITE ACCESS ONLY. ALL TREES AND VEGETATION SHALL BE REMOVED WITHIN 15 FEET OF THE REVETMENT CREST. 4. THE CONTRACTOR SHALL DISPOSE OF TREES/STUMPS IN ACCORDANCE THE CONTRACTOR SHALL DISPOSE OF TREES/STUMPS IN ACCORDANCE WITH COUNTY AND /OR STATE REQUIREMENTS. 5. 48 HOURS PRIOR TO STARTING WORK, THE CONTRACTOR SHALL CALL 48 HOURS PRIOR TO STARTING WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AND ADVISE THE NATURE AND LOCATION OF WORK. 6. TEMPORARY AND PERMANENT SEEDING AND MULCH SHALL BE PLACED TEMPORARY AND PERMANENT SEEDING AND MULCH SHALL BE PLACED IN ALL DISTURBED AREA OUTSIDE OF STREAMBANK STABILIZATION AREA. 7. EXISTING RIPRAP WITHIN AREA OF PROPOSED STREAMBANK EXISTING RIPRAP WITHIN AREA OF PROPOSED STREAMBANK STABILIZATION IS TO BE REMOVED. 8. AS-BUILT DRAWING SHALL BE REQUIRED OF THE CONTRACTED SCOPE AS-BUILT DRAWING SHALL BE REQUIRED OF THE CONTRACTED SCOPE OF WORK. SEE SECTION 01 78 00 FOR MORE INFORMATION. 9. CONTRACTOR SHALL NOT ACCESS, DISTURB, OR OPERATE ANY CONTRACTOR SHALL NOT ACCESS, DISTURB, OR OPERATE ANY AMHERST COUNTY SERVICE AUTHORITY (ACSA) FACILITIES, BUT SHALL CONTACT ACSA (434-845-1605) FOR ASSISTANCE. 10. NO CONSTRUCTION DEBRIS, FLUIDS, WASTES, OR ANY OTHER NO CONSTRUCTION DEBRIS, FLUIDS, WASTES, OR ANY OTHER MATERIALS SHALL BE DEPOSITED WITHIN ACSA SEWER MANHOLES OR LEFT WITHIN ACSA EASEMENTS OR ON ACSA PROPERTY, BUT SHALL BE REMOVED FROM THE CONSTRUCTION SITE AND PROPERLY DISPOSED OF. 11. ACSA ACCESS TO THE SEWER AND ITS OTHER FACILITIES WITHIN AND ACSA ACCESS TO THE SEWER AND ITS OTHER FACILITIES WITHIN AND IN THE VICINITY OF THE PROJECT AREA SHALL BE MAINTAINED AT ALL TIMES. 12. THE ACCESS GATE AT THE UPPER ENTRANCE OF THE GRAVEL ROAD THE ACCESS GATE AT THE UPPER ENTRANCE OF THE GRAVEL ROAD (COLONY ROAD) TO THE PROJECT AREA SHALL BE LOCKED AT ALL TIMES OTHER THAN WHEN CURRENTLY BEING USED. 13. ORDINARY HIGH WATER (OHW) LINE IS APPROXIMATE AT ELEVATION ORDINARY HIGH WATER (OHW) LINE IS APPROXIMATE AT ELEVATION 487FT NAVD88. 14. IN CASE OF EMERGENCIES INVOLVING OPERATION, FAILURE, OR LEAKING IN CASE OF EMERGENCIES INVOLVING OPERATION, FAILURE, OR LEAKING OF THE SANITARY SEWER SYSTEM, CONTRACTOR SHALL CALL ACSA DIRECTOR OR PUBLIC UTILITIES AT 434-221-8757 AND ACSA OPERATIONS MANAGER AT 434-942-3903. 15. LOCATION OF OTHER EXISTING UTILITIES WAS PROVIDED TO THE US LOCATION OF OTHER EXISTING UTILITIES WAS PROVIDED TO THE US ARMY CORPS OF ENGINEERS BY HURT AND PROFFITT. THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL UTILITIES IN THE PROJECT VICINITY. THE CONTRACTOR SHALL CONTACT MISS UTILITY TO CONFIRM LOCATION OF ALL UTILITIES. PLEASE REFER TO SPECIFICATIONS FOR MORE INFORMATION.

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SURVEY NOTES:

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NOTES:

AutoCAD SHX Text ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOODPLAIN, DETERMINED TO BE OUTSIDE THE 1% AND 0.2%. ZONE AE: AN AREA INUNDATION BY 1% ANNUAL CHANCE FLOODING, FOR AN AREA INUNDATION BY 1% ANNUAL CHANCE FLOODING, FOR WHICH BASE FLOOD ELEVATION (BFE) HAVE BEEN DETERMINED.

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FLOOD ZONE DEFINITION:

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OHW INV NAVD 88 NIC NTS LOC STA IPF R/W

AutoCAD SHX Text ORDINARY HIGH WATER INVERT ELEVATION NORTH ATLANTIC VERTICAL DATUM 1988 NOT IN CONTRACT NOT TO SCALE LIMITS OF CONSTRUCTION STATION IRON PIN FOUND RIGHT OF WAY

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WILLIAMS RUN

PUMP STATION

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WILLIAMS RUN PUMP STATION

SOIL ROAD

JAMES RIVER HERITAGE TRAIL

SITE ACCESS ROAD

WILLIAMS RUN

PUMP STATION

CONSTRUCTION ACCESS ROAD

TO BE IMPROVED AND

MAINTAINED BY THE

CONTRACTOR

WILLIAMS RUN

STOCKPILE STORAGE AREAS

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SILT FENCE

END OF

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START OF

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H&P FORCEMAIN/BANK RESTORATION FALL 2007 #20070099

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18" DI FORCEMAIN

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1,250LF TOTAL PROJECT LENGTH

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GATE

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LEE FAMILY, LLC TM #161-A-148 D.B. 1302 PAGE 251

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EXISTING 20' SANITARY SEWER EASEMENT D.B. 384 PAGE 247

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EXISTING 30' EASEMENT D.B. 359 PAGE 67

AutoCAD SHX Text AMHERST COUNTY SERVICE AUTHORITY TM #161-A-151 D.B. 588 PAGE 341 D.B. 359 PAGE 67 (PLAT)

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TRIANGLE AMHERST COUNTY SERVICE AUTHORITY INSTRUMENT NO. 170001618

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BH-4

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VIRGINIA PUBLIC BUILDING AUTHORITY TM #160-A-69 D.B. 687 PAGE 364

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EASEMENT FROM LEE FAMILY, LLC TO AMHERST COUNTY SERVICE AUTHORITY DB 1310 PG 730

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AMHERST COUNTY SERVICE AUTHORITY TM #161-A-151 INSTRUMENT NO. 170003524

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FF ASSOCIATES LTD TM #161-A-147 D.B. 486 PAGE 364

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APCO 106-1174

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APCO 106-1189 W/DROP

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APCO 0611-901

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GUY POLE

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AutoCAD SHX Text BIKE TRAIL AMHERST COUNTY BOARD OF SUPERVISORS TM #161-A-150 D.B. 642 PAGE 447642 PAGE 447

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FF ASSOCIATES LTD TM #161-A-147 D.B. 486 PAGE 364

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GATE

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EASEMENT

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DESCRIPTION

AutoCAD SHX Text LJSCS.1501c.19,2205.PS

AutoCAD SHX Text

JOSEPH MOORE

AutoCAD SHX Text H.A.F.

AutoCAD SHX Text M.L.A.

AutoCAD SHX Text A.T.F./J.L.S.

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CHECKED:

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SUBMITTED:

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DESIGNED:

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DRAWN:

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APP.

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BY

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DATE

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DESCRIPTION

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19 APR 2018

AutoCAD SHX Text H.A.F.

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EXISTING 20' SANITARY SEWER EASEMENT D.B. 384 PAGE 247

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EXISTING 30' EASEMENT D.B. 359 PAGE 67

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16FT OPENING IN SILT FENCE

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SOIL ROAD

AutoCAD SHX Text NOTE: 1. PROJECT IS ON AMHERST COUNTY PROPERTY.PROJECT IS ON AMHERST COUNTY PROPERTY.

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OFFICE AREA(S) & EQUIPMENT/STORAGE AREA

NOTE: 1. DELINEATED EQUIPMENT/STORAGE AREAS NEAR THE PUMP STATION CAN DELINEATED EQUIPMENT/STORAGE AREAS NEAR THE PUMP STATION CAN BE USED AS AN ADDITIONAL STOCKPILE AREAS. IF THE CONTRACTOR WISHES TO USE THE AREA AS A STOCKPILE/EQUIPMENT/STORAGE AREAS, THE CONTRACTOR MUST PLACE SILT FENCING AROUND THE DELINEATED AREA.

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EXISTING 20' SANITARY SEWER EASEMENT D.B. 384 PAGE 247

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EXISTING 80' R/W

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SS

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INV=508.43

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SANITARY MANHOLE #5 RIM=500.60 BOTTOM=492.7

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48" TREE

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18" TREE

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20" TREE

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24" TREE

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SCALE IN FEET

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BEGINNING OF PROJECT

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STA: 24+40

AutoCAD SHX Text N 3672366.17 E 11307173.51

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24" TREE

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FF ASSOCIATES LTD TM #161-A-147 D.B. 486 PAGE 364

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AMHERST COUNTY SERVICE AUTHORITY TM #161-A-151 INSTRUMENT NO. 170003524

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IPF

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IPF

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ZONE "AE"

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EXISTING 20' SANITARY

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SEWER EASEMENT

AutoCAD SHX Text

D.B. 384 PAGE 247

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PROPOSED SHORELINE RESTORATION EASEMENT 0.176 ACRES

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TRIANGLE AMHERST COUNTY SERVICE AUTHORITY INSTRUMENT NO. 170001618

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72"DOUBLE SYCAMORE N 3672474.95 E 11306677.71

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EXISTING 80' R/W

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EASEMENT FROM LEE FAMILY, LLC TO AMHERST COUNTY SERVICE AUTHORITY DB 1310 PG 730

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SS

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SS

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INV=498.73

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UNDERGROUND CABLE SIGN

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SCALE IN FEET

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SANITARY MANHOLE #7 RIM=498.31 BOTTOM=493.4

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18" TREE

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SANITARY MANHOLE #6 RIM=498.54 BOTTOM=493.0

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AutoCAD SHX Text N 3672515.17 E 11306499.22

AutoCAD SHX Text N 3672467.71 E 11306791.56

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72" TWIN TREE

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AMHERST COUNTY

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SHEET

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OF

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AS SHOWN

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NORFOLK DISTRICT

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NORFOLK, VIRGINIA

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CORPS OF ENGINEERS

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NORFOLK DISTRICT FILE NO.:

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text LJSCS.1501c.19,2205.PS

AutoCAD SHX Text

JOSEPH MOORE

AutoCAD SHX Text H.A.F.

AutoCAD SHX Text M.L.A.

AutoCAD SHX Text A.T.F./J.L.S.

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CHECKED:

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DESCRIPTION

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19 APR 2018

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MATCHLINE

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STA: 29+00

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SHEET 5

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SHEET 5

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MATCHLINE

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STA: 34+00

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SHEET 6

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MATCHLINE

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STA: 29+00

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SHEET 5

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SHEET 5

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EXISTING R/W

DIRT ROAD

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ZONE "X" SHADED

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ZONE "AE"

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EXISTING 80' R/W

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EXISTING 20' SANITARY

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SEWER EASEMENT

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D.B. 384 PAGE 247

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PROPOSED SHORELINE RESTORATION EASEMENT 0.205 ACRES

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SS

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SCALE IN FEET

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SANITARY MANHOLE #8 RIM=498.90 BOTTOM=493.9

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END OF PROJECT

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STA:37+10

AutoCAD SHX Text N 3672581.56 E 11306116.13

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EASEMENT FROM LEE FAMILY, LLC TO AMHERST COUNTY SERVICE AUTHORITY DB 1310 PG 730

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SHEET

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AS SHOWN

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NORFOLK DISTRICT

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NORFOLK, VIRGINIA

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CORPS OF ENGINEERS

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NORFOLK DISTRICT FILE NO.:

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text LJSCS.1501c.19,2205.PS

AutoCAD SHX Text

JOSEPH MOORE

AutoCAD SHX Text H.A.F.

AutoCAD SHX Text M.L.A.

AutoCAD SHX Text A.T.F./J.L.S.

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CHECKED:

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SUBMITTED:

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DESIGNED:

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DESCRIPTION

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19 APR 2018

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FLOOD ZONE X

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MATCHLINE

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STA: 34+00

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SHEET 6

SHEET 5

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ZONE "X" SHADED

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ZONE "AE"

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EXISTING 20' SANITARY SEWER EASEMENT D.B. 384 PAGE 247

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EXISTING 80' R/W

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SS

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INV=508.43

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SANITARY MANHOLE #5 RIM=500.60 BOTTOM=492.7

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48" TREE

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18" TREE

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20" TREE

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24" TREE

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SCALE IN FEET

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AutoCAD SHX Text A

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BEGINNING OF PROJECT

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STA: 24+40

AutoCAD SHX Text N 3672366.17 E 11307173.51

AutoCAD SHX Text N 3,672,281.13 E11,307,265.17

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24" TREE

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FF ASSOCIATES LTD TM #161-A-147 D.B. 486 PAGE 364

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SF

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SF

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AutoCAD SHX Text N 3672287.77 E 11307245.40

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BEGIN REVETMENT HERE

AutoCAD SHX Text N 3672332.98 E 11307261.80

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BEGIN REVETMENT HERE STA:24+61.32

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RR

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RR

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AMHERST COUNTY SERVICE AUTHORITY TM #161-A-151 INSTRUMENT NO. 170003524

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GABION STONE (TYP.)

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OHW=487'

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OHW=487'

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OHW=487'

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SEWER EASEMENT

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SEWER EASEMENT

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SEWER EASEMENT

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DIRT ROAD

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DIRT ROAD

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DIRT ROAD

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24" CI INV=508.43

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ARMOR STONE (TYP.)

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FILTER MATTRESS (TYP.)

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GEOTEXTILE FILTER CLOTH (TYP.)

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EXISTING 24" GRAVITY SEWER

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GABION STONE (TYP.)

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OHW=487'

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OHW=487'

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OHW=487'

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SEWER EASEMENT

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SEWER EASEMENT

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SEWER EASEMENT

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DIRT ROAD

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DIRT ROAD

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SHEET

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AS SHOWN

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NORFOLK DISTRICT

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NORFOLK, VIRGINIA

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CORPS OF ENGINEERS

AutoCAD SHX Text

NORFOLK DISTRICT FILE NO.:

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text LJSCS.1501c.19,2205.PS

AutoCAD SHX Text

JOSEPH MOORE

AutoCAD SHX Text H.A.F.

AutoCAD SHX Text M.L.A.

AutoCAD SHX Text A.T.F./J.L.S.

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CHECKED:

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SUBMITTED:

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DESCRIPTION

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19 APR 2018

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SHEET 8

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SHEET 7

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MATCHLINE

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STA: 29+00

SHEET NOTES: 1. SEE SHEET 10 FOR CROSS-SECTION NOTES. SEE SHEET 10 FOR CROSS-SECTION NOTES. 2. AVERAGE WIDTH OF DIRT ROAD IS 10'.AVERAGE WIDTH OF DIRT ROAD IS 10'.

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IPF

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IPF

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ZONE "AE"

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EXISTING 20' SANITARY

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SEWER EASEMENT

AutoCAD SHX Text

D.B. 384 PAGE 247

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PROPOSED SHORELINE RESTORATION EASEMENT 0.176 ACRES

AutoCAD SHX Text

TRIANGLE AMHERST COUNTY SERVICE AUTHORITY INSTRUMENT NO. 170001618

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72"DOUBLE SYCAMORE N 3672474.95 E 11306677.71

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EXISTING 80' R/W

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EASEMENT FROM LEE FAMILY, LLC TO AMHERST COUNTY SERVICE AUTHORITY DB 1310 PG 730

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SS

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SS

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INV=498.73

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UNDERGROUND CABLE SIGN

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SCALE IN FEET

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SANITARY MANHOLE #7 RIM=498.31 BOTTOM=493.4

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18" TREE

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SANITARY MANHOLE #6 RIM=498.54 BOTTOM=493.0

AutoCAD SHX Text A

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AutoCAD SHX Text N 3672515.17 E 11306499.22

AutoCAD SHX Text N 3672467.71 E 11306791.56

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72" TWIN TREE

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TC

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TC

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AMHERST COUNTY

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SF

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24" CI INV=498.73'

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ARMOR STONE (TYP.)

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FILTER MATTRESS (TYP.)

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GEOTEXTILE FILTER CLOTH (TYP.)

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GABION STONE (TYP.)

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GABION STONE (TYP.)

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EXISTING 24" GRAVITY SEWER

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OHW=487'

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OHW=487'

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OHW=487'

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SEWER EASEMENT

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DIRT ROAD

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SCALE IN FEET

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OHW=487'

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OHW=487'

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DIRT ROAD

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SHEET

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AS SHOWN

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NORFOLK DISTRICT

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NORFOLK, VIRGINIA

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CORPS OF ENGINEERS

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NORFOLK DISTRICT FILE NO.:

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DESCRIPTION

AutoCAD SHX Text LJSCS.1501c.19,2205.PS

AutoCAD SHX Text

JOSEPH MOORE

AutoCAD SHX Text H.A.F.

AutoCAD SHX Text M.L.A.

AutoCAD SHX Text A.T.F./J.L.S.

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CHECKED:

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DESCRIPTION

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19 APR 2018

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SHEET 8

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SHEET 7

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SHEET 9

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SHEET 8

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MATCHLINE

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STA: 29+00

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MATCHLINE

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STA: 34+00

SHEET NOTES: 1. SEE SHEET 10 FOR CROSS-SECTION NOTES. SEE SHEET 10 FOR CROSS-SECTION NOTES. 2. AVERAGE WIDTH OF DIRT ROAD IS 10'.AVERAGE WIDTH OF DIRT ROAD IS 10'.

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ZONE "X" SHADED

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ZONE "AE"

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EXISTING 80' R/W

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EXISTING 20' SANITARY

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SEWER EASEMENT

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D.B. 384 PAGE 247

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PROPOSED SHORELINE RESTORATION EASEMENT 0.205 ACRES

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SS

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SCALE IN FEET

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SANITARY MANHOLE #8 RIM=498.90 BOTTOM=493.9

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END OF PROJECT

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STA:37+10

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EASEMENT FROM LEE FAMILY, LLC TO AMHERST COUNTY SERVICE AUTHORITY DB 1310 PG 730

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AutoCAD SHX Text N 3672535.40 E 11306063.18

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END REVETMENT HERE STA:36+89.60

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RR

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GEOTEXTILE FILTER CLOTH (TYP.)

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GABION STONE (TYP.)

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GABION STONE (TYP.)

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EXISTING 24" GRAVITY SEWER

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OHW=487'

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NOTES: 1. BED-ROCK EXIST IN PROJECT VICINITY. IN AREAS WHERE BED-ROCK MAY EXIST, BED-ROCK EXIST IN PROJECT VICINITY. IN AREAS WHERE BED-ROCK MAY EXIST, CUTTING INTO THE BED ROCK MAYBE DIFFICULT. THE CONTRACTOR CAN PLACE MATERIAL OVER THE EXISTING BED-ROCK. 2. SPECIAL CARE TO BE TAKEN WHEN WORKING OVER THE EXISTING SANITARY SEWER. SPECIAL CARE TO BE TAKEN WHEN WORKING OVER THE EXISTING SANITARY SEWER. NOTE THE LACK OF SOIL COVER ON SHEETS 7 THRU 9. INSTALL STONE FOR THE CONSTRUCTION ROAD BEFORE MOVING HEAVY EQUIPMENT OVER SEWER LINE. NO EXCAVATION SHALL OCCUR WITHIN THE SANITARY SEWAGE EASEMENT. THE CONTRACTOR SHALL PROCEED WITH EXTREME CAUTION AND ABIDE BY ALL REGULATIONS AND PROCEDURES UNDER MISS UTILITY OF VIRGINIA. 3. THE REVETMENT SHALL NOT OVERLIE THE EXISTING GROUND ABOVE THE PIPELINE. THE REVETMENT SHALL NOT OVERLIE THE EXISTING GROUND ABOVE THE PIPELINE. 4. AFTER THE RIVER BANK IS CUT TO ACCOMMODATE THE DESIGN OF THE REVETMENT, AFTER THE RIVER BANK IS CUT TO ACCOMMODATE THE DESIGN OF THE REVETMENT, GEOTEXTILE FILTER FABRIC SHALL BE PLACED ON THE EXISTING GROUND OF THE RIVER BANK BEFORE GABION STONE, SUITABLE MATERIAL, OR THE STONE REVETMENT IS PLACED AND/OR COMPACTED. 5. GABION STONE SHALL BE USED AS FILL MATERIAL. GABION STONE SHALL BE USED AS FILL MATERIAL. 6. GABION STONE IS 4"-8" IN DIAMETER WITH A MEDIAN DIAMETER OF 6". GABION STONE IS 4"-8" IN DIAMETER WITH A MEDIAN DIAMETER OF 6". 7. MARINE MATTRESS DETAIL SHOWN ON SHEETS 20 & 21. MARINE MATTRESS DETAIL SHOWN ON SHEETS 20 & 21. 8. THE SEWER PIPE VARIES 1' TO 4.5' BELOW EXISTING GROUND. CONTRACTOR SHALL THE SEWER PIPE VARIES 1' TO 4.5' BELOW EXISTING GROUND. CONTRACTOR SHALL USE CAUTION TO PROTECT PIPE FROM DAMAGE. 9. REVETMENT INSTALLATION SHALL FACILITATE POSITIVE RUNNOFF FROM SEWER EASEMENT REVETMENT INSTALLATION SHALL FACILITATE POSITIVE RUNNOFF FROM SEWER EASEMENT TO RIVER TO PREVENT POST-CONSTRUCTION PONDING AND FLOODING OF SEWER MANHOLES. 10. REFER TO SPECIFICATION SECTION 01 11 00 FOR PROVISIONS ON HOW TO PROTECT REFER TO SPECIFICATION SECTION 01 11 00 FOR PROVISIONS ON HOW TO PROTECT THE MANHOLES FROM BEING DAMAGE.

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1. PROJECT DESCRIPTION PROJECT DESCRIPTION THE SCOPE OF PROJECT INCLUDES THE CONSTRUCTION OF A REVETMENT TO PREVENT FURTHER EROSION ALONG THE SHORELINE. WORK WILL INCLUDE THE REMOVAL OF SEVERAL TREES ALONG THE LOCATION OF THE PROPOSED SHORELINE. APPROXIMATELY 0.962 ACRES OF LAND DISTURBANCE WILL OCCUR FOR THIS PROJECT IN ITS ENTIRETY. LAND DISTURBING ACTIVITIES INCLUDE EROSION AND SEDIMENT (ESC) CONTROL INSTALLATION, REMOVING TREES ALONG THE SHORELINE, GRADING AND PLACEMENT OF RIPRAP. CONSTRUCTION CREWS WILL MOBILIZE, OCCUPY THE PROJECT SITE, INSTALL EROSION AND SEDIMENT CONTROL MEASURES, REMOVE TREES THAT ARE IN THE LOCATION OF THE REVETMENT AND REMOVE ALL EXCAVATED SOIL OFF SITE. THE RESPONSIBLE LAND DISTURBER (RLD), AS CERTIFIED BY THE VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ), WILL BE IN CHARGE OF AND RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITIES ASSOCIATED WITH THIS PROJECT. ACCESS TO THE SITE DURING CONSTRUCTION WILL BE THRU THE CENTRAL VIRGINIA TRAINING CENTER FARM GATE, WHICH IS ON THE NORTH AND EAST SIDE OF THE PROJECT SITE. 2. EXISTING SITE CONDITIONS EXISTING SITE CONDITIONS THE EXISTING CONDITIONS OF THE SITE INCLUDE UNEARTHED TREES FROM YEARS OF EROSION ALONG THE SHORELINE, A SEWER PIPELINE NEXT TO THE ERODED SHORELINE, A NATURE TRAIL THAT ALSO RUNS PARALLEL TO THE SHORELINE. THE LAND COVER OF THE SITE CONSISTS OF GRASS AND SMALL PATCHES OF TREES. THERE ARE NO STORM DRAINAGE PIPES IN THE CONSTRUCTION AREA. THE TOPOGRAPHY IS STEEPLY SLOPING FROM THE NATURE TRAIL TOWARDS THE RIVER WITH APPROXIMATE ELEVATIONS BETWEEN 487' (OHW) AND 502' (10YR FLOOD ELEVATION). THE SITE DRAINS BY SHEET FLOW INTO THE JAMES RIVER. THE SITE IS WITHIN THE FLOOD ZONE AE (AREA SUBJECT TO FLOODING BY THE 1% ANNUAL CHANCE FLOODPLAIN AS SHOWN ON FEMA'S FLOOD RATE INSURANCE MAPS FOR AMHERST COUNTY, VIRGINIA). 3. ADJACENT AREAS ADJACENT AREAS THE JAMES RIVER IS SOUTH AND WEST OF THE SITE. THE NORTH AND EAST SIDE OF THE SITE IS WOODED LAND. 4. OFFSITE AREAS OFFSITE AREAS THERE ARE NO OFFSITE BORROW OR STOCKPILE AREAS ASSOCIATED WITH THIS PROJECT. EXCAVATED MATERIAL WILL BE DISPOSE OF AT THE COUNTY LAND FILL.

AutoCAD SHX Text MINIMUM STANDARDS OF VESCH MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE (1) YEAR. MS-2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS-3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS-4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE (3) ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE (3) ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR STORM OF 24-HOUR DURATION.

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