1614696dwg06of22_CIVIL-SITE.pdf

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STRUCTURE DEMOLITION, SEE SD DRAWINGS

CEP-176 WHARF EXCAVATION

DEMOLITION AC PAVEMENT, FULL DEPTH

DEMOLISH CONCRETE PAVEMENT,

CURB & GUTTER AND SIDEWALK

DEMOLITION ITEM

DEMOLITION UTILITY

ABANDON UTILITY IN PLACE

PLUG OR CAP EXISTING UTILITY

PIPE BOLLARD

STORM DRAIN

SHEET FLOW DIRECTION

CURB DROP INLET

DROP INLET

WHARF DROP INLET

STORM SEWER MANHOLE

GUARD RAIL

DEMOLITION CONTROL POINT

PAVEMENT / CURB CONSTRUCTION CONTROL POINT

ALIGNMENT CONTROL POINT

PAVEMENT ELEVATION

FINISHED FLOOR ELEVATION

CONTOUR

TEMPORARY SILT FENCE (SF)

(USE TEMPORARY STRAW WATTLE (SW) AT

PAVED AREAS)

TEMPORARY INLET PROTECTION

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CONNECTION TO EXISTING UTILITY

CLEANOUT

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DROP INLET

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UTILITY WITH CASING PIPE

INVERT ELEVATION

OILY WASTER MAIN

SANITARY SEWER MAIN

WATER MAIN

FIRE HYDRANT

WATER VALVE

POST INDICATOR VALVE

SANITARY SEWER MANHOLE

OILY WASTE MANHOLE

ELECTRIC MANHOLE

COMMUNICATION MANHOLE

SECURITY FENCE & GATE

CONCRETE PAVEMENT OR SIDEWALK

ASPHALT PAVEMENT, FULL DEPTH

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TOPSOIL, SEED, FERTILIZE AND MULCH

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GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

CIVIL DEMOLITION, SITE, GRADING AND DRAINAGE, AND UTILITIES LEGEND:

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GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

GENERAL CONSTRUCTION NOTES

1. UTILITY SERVICES TO ALL BUILDINGS AND PIERS MUST BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION. SHUT DOWN

PERIODS FOR TRANSFER OF UTILITY SERVICES MUST BE KEPT TO A MINIMUM AND MUST BE SUBJECT TO THE APPROVAL OF

THE CONTRACTING OFFICER.

2. CONTRACTOR MUST PROVIDE AND MAINTAIN ADEQUATE TRAFFIC CONTROL DEVICES OUTSIDE OF WORK AREAS.

3. CONTRACTOR MUST PROVIDE NECESSARY TEMPORARY STRUCTURAL CONNECTIONS OR TEMPORARY SUPPORTS FOR ALL STRUCTURAL COMPONENTS WHICH MAY BE AFFECTED BY WIND AND SNOW LOADING, TIDAL FLUCTUATIONS, AND WAVES

DURING CONSTRUCTION PERIOD.

4. CONTRACTOR MUST NOT COMMENCE ANY DEMOLITION OR CONSTRUCTION OPERATION UNLESS IT IS VERIFIED THAT

RELEVANT CONSTRUCTION/ ENVIRONMENTAL PERMITS HAVE BEEN ACQUIRED.

5. ALL SUBDRAINS AND STORM DRAIN PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF

STRUCTURE.

6. THE CONTRACTOR MUST BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIAL ANY ITEMS THAT MAY BE CUT OR

DAMAGED DURING CONSTRUCTION AT HIS OWN EXPENSE.

7. PAVEMENT MARKINGS MUST BE PROVIDED AT THE COMPLETION OF EACH PHASE OF CONSTRUCTION PRIOR ACCEPTANCE OF

PHASE BY THE CONTRACTING OFFICER.

8. ALL DIMENSIONS ARE FROM INSIDE FACE OF CURB OR FACE OF BUILDING OR OTHER STRUCTURE, UNLESS OTHERWISE

INDICATED.

9. CONTRACTOR MUST ESTABLISH CONTROL POINTS AND MAINTAIN THEM THROUGHOUT CONSTRUCTION. PROVIDE CONTROL POINT DATA TO CONTRACTING OFFICER INCLUDING NORTHING, EASTING, ELEVATION, DESCRIPTION, AND GENERAL

LOCATION DESCRIPTION.

10. FOR GENERAL CONSTRUCTION PHASING, SEE SHEETS G-121 THRU G-128.

11. EXPANSION JOINTS MUST BE PROVIDED AROUND CONCRETE PAVEMENTS AT BUILDINGS, JUNCTIONS, STRUCTURES, UTILITY TRENCHES, OR FIXED OBSTRUCTIONS. TRANSVERSE EXPANSION JOINTS MUST BE PROVIDED AT 30 FOOT INTERVALS AND TRANSVERSE CONTROL JOINTS MUST BE PROVIDED AT 10 FOOT INTERVALS, UNLESS OTHERWISE INDICATED. THICKENED EDGES MUST BE PROVIDED AT SIDES OF CONCRETE PAVEMENT OR SLABS THAT ARE NOT AGAINST BUILDINGS OR UTILITY

TRENCHES.

12. SEE SHEETS S-001 AND S-002 FOR LOAD REQUIREMENTS OF STRUCTURES

13. PAVEMENT MARKINGS MUST BE INSTALLED AT THE COMPLETION OF EACH PHASE OF CONSTRUCTION. PAVEMENT MARKINGS MUST MATCH EXISTING MARKING CONFIGURATION PRIOR TO CONSTRUCTION AND MUST BE INSTALLED ON PAVED AREAS THAT ARE DISTURBED AS A PART OF CONSTRUCTION. CONTRACTOR MUST DOCUMENT EXISTING PAVEMENT MARKINGS

PRIOR TO DEMOLITION AND SUBMIT TO CONTRACTING OFFICER.

DEMOLITION NOTES

1. PRIOR TO DEMOLITION PROVIDE PROTECTIVE MEASURES TO PREVENT DAMAGE TO EXISTING UTILITIES AND STRUCTURES

DURING CONSTRUCTION.

2. ALL PIPE SIZES AND LOCATIONS ARE APPROXIMATE. CONTRACTOR TO VERIFY IN FIELD PRIOR TO BEGINNING DEMOLITION.

3. CONTRACTOR MUST CONFIRM LOCATION OF NEAREST PIPING SYSTEM SHUT-OFF OR ISOLATION VALVE PRIOR TO DEMOLITION.

4. CONTRACTOR MUST REQUEST FOR OUTAGE PRIOR TO ANY VALVE CLOSING.

5. CONTRACTOR MUST PROCEED WITH DEMOLITION AFTER SPECIFIC VALVES HAVE BEEN DETERMINED BY "FEAD CONSTRUCTION

MANAGER" FOR CLOSURE AND ARE TAGGED BY GOVERNMENT.

6. CONTRACTOR MUST ADD TAG TO GOVERNMENT'S TAGGED VALVES.

7. CONTRACTOR MUST NOT OPERATE ANY EXISTING UTILITY VALVES. COORDINATE WITH "FEAD CONSTRUCTION MANAGER" WHEN VALVE SHUT-OFFS ARE REQUIRED. PROVIDE 15 DAY ADVANCE NOTICE FOR ANY REQUESTED VALVE OPERATIONS.

8. PIPES TO BE ABANDONED IN PLACE MUST BE PLUGGED AT LIMITS OF EXCAVATION. PIPES LARGER THAN 6-INCHES DIAMETER INDICATED TO BE ABANDONED MUST BE FILLED WITH CONTROLLED LOW-STRENGTH MATERIAL (CLSM).

9. REFER TO BORING LOGS FOR AVAILABLE EXISTING PAVEMENT COMPOSITION AND THICKNESS INFORMATION. SAWCUT EXISTING PAVEMENT IN STRAIGHT LINES AT LEAST ONE FOOT BEYOND THE THE MAXIMUM LIMITS OF EXCAVATION. PROTECT SAWCUT PAVEMENT EDGES FROM CRACKING, SLOUGHING, DAMAGE, OR UNDERMINING UNTIL TIME FOR PERMANENT PAVEMENT PATCHING. ADDITIONAL PAVEMENT SAWCUTS AND DEMOLITION NEEDED TO CORRECT EDGE DAMAGE PRIOR TO

PAVING MUST BE PERFORMED AT THE CONTRACTOR'S EXPENSE.

10. ALL EDGES OF PAVEMENT DEMOLITION MUST BE CLEAN, STRAIGHT SAWCUTS.

11. CONCRETE PAVEMENT DEMOLITION, REMOVE CONCRETE TO NEAREST EXPANSION OR CONTROL JOINT BEYOND THE LIMITS OF EXCAVATION. PROTECT PAVEMENT EDGE FROM DAMAGE OR UNDERMINING UNTIL TIME FOR PERMANENT PAVEMENT IS CONSTRUCTED. ADDITIONAL CONCRETE PAVEMENT DEMOLITION AS NEEDED TO CORRECT EDGE DAMAGE PRIOR TO PAVING

MUST BE PERFORMED AT THE CONTRACTOR'S EXPENSE.

12. CONTRACTOR MUST PROVIDE AND SUBMIT FOR APPROVAL TEMPORARY DRAINAGE PLAN PRIOR TO STORM PIPE AND STORM

STRUCTURE DEMOLITION.

13. AFTER DEMOLITION OF EXISTING STORM DRAINAGE SYSTEMS, CONTRACTOR MUST PROVIDE TEMPORARY DRAINAGE MEASURES (NOT LIMITED TO PIPING, PUMPING, ETC.) UNTIL STORM SYSTEM REPAIRS ARE COMPLETED.

14. REFER TO 'V' AND 'CD' DRAWINGS FOR EXISTING UTILITIES AND REQUIREMENTS FOR THEIR DEMOLITION. NOTE THAT ACTUAL

CONDITION MAY BE DIFFERENT.

15. UTILITIES THAT ARE CONFIRMED TO BE ABANDONED BY THE CONTRACTING OFFICER MUST BE DEMOLISHED FROM THE WORK ZONE IF IN CONFLICT WITH CONSTRUCTION. CAP ENDS OF ABANDONED UTILITY AT EDGE OF WORK ZONE.

16. STORM SEWER SYSTEMS MARKED FOR DEMOLITION MUST BE DEMOLISHED STARTING UPSTREAM AND MOVING IN

DOWNSTREAM DIRECTION.

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FUEL SERVICE DEMOLITION NOTES

1. THE FOLLOWING NOTES PERTAIN TO UNDERGROUND STORAGE TANKS AND FUEL LINES ASSOCIATED WITH THE P-095 PROJECT

WORK.

2. DISCRETE/GRAB SAMPLES MUST BE COLLECTED ALONG CLOSED SECTIONS OF THE PIPELINE TO MEET THE SAMPLING REQUIREMENT OF SECTION 330 OF THE UNDERGROUND STORAGE TANK TECH REGULATION (GROUNDWATER OR SOIL, DEPENDING UPON SITE CONDITIONS). COMPOSITE SAMPLES (I.E. SOIL MIXTURES OR WATER MIXTURES) ARE NOT ACCEPTABLE.

SAMPLES SHOULD BE COLLECTED EVERY 250'. FOR SECTIONS OF THE PIPELINE THAT ARE CLOSED IN-PLACE, GRAB SAMPLING VIA DIRECT-PUSH TECHNOLOGY (GEOPROBE, ETC.) CAN BE USED TO ADVANCE THE SOIL BORINGS THROUGH

ASPHALT/CONCRETE NECESSARY FOR SAMPLE COLLECTION.

3. SAMPLES COLLECTED MUST BE ANALYZED FOR TPH-DRO (EPA METHOD 8015C).

4. A CLOSURE ASSESSMENT REPORT IS REQUIRED IN ALL CASES EXCEPT WHERE THE UNDERGROUND STORAGE TANK HAS VERIFIABLE EXTERNAL VAPOR OR GROUND WATER MONITORING (SEE 9 VAC 25-580-330). SUBMIT THE CLOSURE ASSESSMENT

REPORT TO BASE PUBLIC WORKS DEPARTMENT FOR REVIEW.

5. A CLOSURE ASSESSMENT REPORT INCLUDES THE FOLLOWING:

· A SITE MAP CONTAINING:

A. SCALE, NORTH ARROW, AND LEGEND.

B. ALL BUILDINGS AND ROADS (LABELED).

C. THE ENTIRE UST SYSTEM (THIS INCLUDES PIPES AND PUMP ISLANDS).

D. SOIL OR GROUNDWATER SAMPLE LOCATIONS AND DEPTHS.

E. OTHER IMPORTANT FEATURES INCLUDING MONITORING WELLS, DRINKING WATER WELLS, STREAMS, ETC.

· SAMPLE COLLECTION AND ANALYSIS:

A. IF OBVIOUS SIGNS OF CONTAMINATION ARE PRESENT (E.G. FREE PRODUCT, CONTAMINATED GROUND WATER, STAINED

SOIL, ETC.) THE COLLECTION OF SAMPLES IS NOT NECESSARY. CONTACT THE TANK/POL PROGRAM MANAGER IN THE EV DEPARTMENT AT PWD NORFOLK AND REPORT THE RELEASE WITHIN 24 HOURS OF DISCOVERY OF A REGULATED

SUBSTANCE IN THE ENVIRONMENT.

B. IF CONTAMINATION IS NOT OBVIOUS, SAMPLES SHOULD BE COLLECTED EVERY 250' ALONG THE CLOSED PIPELINE. SOIL SAMPLES MUST BE COLLECTED FROM: BENEATH THE PIPELINES IN SECTIONS WHERE THE PIPELINE IS DEMOED; AND ALONGSIDE THE BOTTOM OF THE PIPELINE IN SECTIONS WHERE THE JP-5 LINE WILL BE CLOSED IN-PLACE. IF GROUND WATER IS ENCOUNTERED, SOIL SAMPLES SHOULD BE COLLECTED FROM JUST ABOVE THE SOIL - GROUND WATER

INTERFACE.

C. ALL SAMPLES MUST BE COLLECTED FROM DISCRETE LOCATIONS. COMPOSITE SAMPLES (MIXTURES OF SOIL FROM

DIFFERENT LOCATIONS) ARE NOT ACCEPTABLE.

D. SAMPLES MUST BE ANALYZED FOR TPH-DRO USING EPA METHOD 8015C.

E. IF THE TANK CONTAINED PETROLEUM, LAB RESULTS FOR SOIL SAMPLES THAT EQUAL OR EXCEED 100 MG/KG TPH OR

WATER SAMPLES THAT EQUAL OR EXCEED 1 MG/L TPH MUST BE REPORTED TO DEQ. IF THE TANK CONTAINED A REGULATED SUBSTANCE (CERCLA LISTED SUBSTANCE) OTHER THAN PETROLEUM, ANALYTICAL RESULTS THAT EXCEED THE DETECTION LIMIT FOR THAT SUBSTANCE MUST BE REPORTED TO DEQ WITHIN 24 HOURS. PLEASE REPORT TO EV;

EV WILL REPORT TO VDEQ.

· ANY ADDITIONAL INFORMATION (PHOTOS, MAPS, NOTES FROM THE BUILDING INSPECTOR CONCERNING THE CLOSURE, OR

ANY OTHER DOCUMENTATION) THAT MAY HELP EVALUATE THE CLOSURE.

6. A CLOSURE PACKET MUST BE FILED WITHIN 30 DAYS OF THE TANK CLOSURE. THIS CLOSURE PACKET MUST BE SENT TO THE NAVFAC TANK/POL PROGRAM MANAGER FOR REVIEW AND FINALIZATION. NAVFAC PROGRAM MANAGER WILL SUBMIT TO

APPLICABLE DEQ REGIONAL OFFICE.

· THE CLOSURE PACKET WILL CONSIST OF:

A. THE COMPLETED AND SIGNED NOTIFICATION FORM 7530-3.

B. THE CLOSURE ASSESSMENT.

C. LAB SHEETS FROM ALL ANALYSES.

D. COPIES OF ALL DISPOSAL MANIFESTS (SLUDGE, CONTAMINATED SOIL AND/OR WATER, PIPING).

UTILITY NOTES

1. ALL STORM DRAIN PIPES MUST BE CLASS V RCP, UON.

2. TOPS OF MANHOLES AND CLEANOUTS TO BE SET TO ELEVATIONS MATCHING SURROUNDING FINAL GRADE UNLESS

OTHERWISE INDICATED.

3. STORM DRAIN MANHOLES AND INLETS MUST BE EITHER CAST-IN-PLACE OR PRECAST REINFORCED CONCRETE STRUCTURES.

4. ALL PIPELINES MUST BE PROVIDED WITH A MINIMUM OF 8-INCHES OF BEDDING.

5. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND IDENTIFYING ALL VALVES OF EXISTING UTILITIES, AND MANHOLES

PRIOR TO STARTING DEMOLITION.

A. THE CONTRACTOR MUST MAINTAIN FULL ACCESS TO VALVES, HYDRANTS, AND MANHOLES.

B. THE CONTRACTOR MUST REPLACE ANY VALVE BOXES, RISERS, OR LIDS LOST OR DAMAGED DURING CONSTRUCTION AT

THEIR EXPENSE.

7. EXCEPT WHERE DIRECTED OTHERWISE, MAINTAIN MINIMUM 3 FEET HORIZONTAL AND ONE FOOT VERTICAL CLEARANCE BETWEEN UTILITY LINES AND OTHER STRUCTURES OR UTILITIES. WHERE LESS THAN ONE FOOT VERTICAL SEPARATION IS INDICATED, NEOPRENE PAD MUST BE INSTALLED BETWEEN THE UTILITIES, DUCTBANKS OR OTHER STRUCTURES.

8. THE SITE CONTRACTOR MUST ADJUST THE TOPS OF ALL MANHOLES, CLEANOUTS, AND VALVE COVERS SUCH THAT THEY ARE

FLUSH WITH THE TOP OF FINAL PAVEMENT SURFACE.

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GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

EROSION CONTROL NOTES

1. EROSION AND SEDIMENT CONTROL MEASURES MUST BE PROVIDED AND MAINTAINED IN ACCORDANCE WITH

SPECIFICATIONS AND THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH), WHEN THE HANDBOOK CONFLICTS WITH THE SPECIFICATIONS, THE SPECIFICATIONS MUST TAKE PRECEDENCE.

1. TEMPORARY & PERMANENT SOIL STABILIZATION MUST BE IN ACCORDANCE WITH VIRGINIA EROSION CONTROL

MINIMUM STANDARDS.

2. DURING CONSTRUCTION OF THE PROJECT, TEMPORARY SOIL STOCK PILES AND BORROW AREAS MUST BE STABILIZED OR PROTECTED WITH AN APPROPRIATE SEDIMENT CONTROL MEASURE. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES

BOTH ON SITE AS WELL AS AT OFF-SITE BORROW AND DISPOSAL AREAS.

3. STABILIZATION MEASURES MUST BE APPLIED TO EARTHEN STRUCTURES SUCH AS SLOPES, DIKES, AND

DIVERSIONS IMMEDIATELY AFTER INSTALLATION.

4. EROSION AND SEDIMENT CONTROL DEVICES MUST BE PROVIDED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND MUST BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.

5. CONTRACTOR MUST PROVIDE AND MAINTAIN POLLUTION PREVENTION MEASURES TO:

A. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL WASH

WATER, AND OTHER WASH WATERS;

B. MINIMIZE THE EXPOSURE OF BUILDING MATERIALS, BUILDING PRODUCTS, CONSTRUCTION WASTES, TRASH, LANDSCAPE MATERIALS, FERTILIZERS, PESTICIDES, HERBICIDES, DETERGENTS, SANITARY

WASTE, AND OTHER MATERIALS PRESENT ON-SITE TO PRECIPITATION AND TO STORMWATER;

C. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM SPILLS AND LEAKS AND IMPLEMENT CHEMICAL SPILL

AND LEAK PREVENTION AND RESPONSE PROCEDURES;

D. PROHIBIT THE DISCHARGE OF WASTEWATER FROM THE WASHOUT OF CONCRETE;

E. PROHIBIT THE DISCHARGE OF WASTEWATER FROM THE WASHOUT AND CLEANOUT OF PAINT, FORM

RELEASE OILS, CURING COMPOUNDS, AND OTHER CONSTRUCTION MATERIALS; AND

F. PROHIBIT THE DISCHARGE OF FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT

OPERATION AND MAINTENANCE.

6. EFFLUENT FROM DEWATERING MUST BE FILTERED AS INDICATED HANDLED ACCORDING TO SPECIFICATIONS

AND NAVAL STATION NORFOLK INDIVIDUAL PERMIT.

7. THE CONTRACTOR MUST INSPECT THE EROSION CONTROL MEASURES AT LEAST ONCE IN EVERY TWO WEEK PERIOD AND AFTER EACH RUNOFF- PRODUCING STORM EVENT. DEFICIENCIES MUST BE CORRECTED

IMMEDIATELY.

8. ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED BY CONTRACTING OFFICER IF DEEMED

NECESSARY TO COMPLY WITH VESCH.

9. ALL EROSION CONTROL DEVICES MUST BE IN PLACE AND FUNCTIONAL AT ALL TIMES AND IF REMOVED FOR

CONSTRUCTION PROGRESS, MUST BE PROVIDED BY THE CLOSE OF EACH WORK DAY.

10. FINAL REMOVAL OF EROSION CONTROL DEVICES MUST NOT OCCUR UNTIL THE CONTRACTING OFFICER DEEMS

THE SITE STABILIZED.

11. THE CONTRACTOR IS RESPONSIBLE FOR THE OFF-SITE DISPOSAL AND STABILIZATION OF EXCESS SOIL IN ACCORDANCE WITH VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS.

AN EROSION CONTROL PLAN MUST BE SUBMITTED BY THE CONTRACTOR TO THE CONTRACTING OFFICER FOR REVIEW, AND APPROVAL PRIOR TO ANY LAND DISTURBING ACTIVITIES AT ANY OFF-SITE DISPOSAL AREAS. THE SOIL MUST BE SPREAD, FERTILIZED, SEEDED AND MULCHED. ALL EROSION CONTROL REQUIREMENTS LISTED

ABOVE MUST BE FOLLOWED.

VIRGINIA EROSION CONTROL MINIMUM STANDARDS

1. PERMANENT OR TEMPORARY SOIL STABILIZATION MUST BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS

AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION MUST BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE A FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION MUST BE APPLIED TO AREAS THAT ARE

TO BE LEFT DORMANT FOR MORE THAN ONE YEAR.

2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS MUST BE STABILIZED OR

PROTECTED WITH SEDIMENT TRAPPING MEASURES. TEMPORARY PROTECTION AND PERMANENT

STABILIZATION MUST BE APPLIED TO ALL SOIL STOCKPILES ON SITE AND BORROW AREAS OR SOIL

INTENTIONALLY TRANSFERRED OFF SITE.

3. PERMANENT VEGETATIVE COVER MUST BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE

PERMANENTLY STABILIZED. PERMANENT VEGETATION MUST NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.

4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT MUST BE PROVIDED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND MUST BE MADE

FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.

5. STABILIZATION MEASURES MUST BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND

DIVERSIONS IMMEDIATELY AFTER INSTALLATION.

6. SEDIMENT TRAPS AND SEDIMENT BASINS MUST BE DESIGNED AND PROVIDED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. SEDIMENT TRAPS MUST BE PROVIDED TO CONTROL DRAINAGE AREAS LESS THAN THREE ACRES WITH MINIMUM STORAGE CAPACITY OF 134 CUBIC YARDS/ACRE OF DRAINAGE AREA. SEDIMENT BASINS MUST BE PROVIDED TO CONTROL DRAINAGE AREAS GREATER THAN THREE ACRES WITH MINIMUM STORAGE CAPACITY OF 134 CUBIC YARDS/ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM MUST AT A MINIMUM MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25

YEAR STORM OF 24 HOUR DURATION.

7. CUT AND FILL SLOPES MUST BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION.

SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION MUST BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED.

8. CONCENTRATED RUNOFF MUST NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN

ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.

9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION MUST BE

PROVIDED.

10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION MUST BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED

OR OTHERWISE TREATED TO REMOVE SEDIMENT.

11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING MUST BE

PROVIDED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL.

12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS MUST BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST

EXTENT POSSIBLE DURING CONSTRUCTION. NON-ERODIBLE MATERIAL MUST BE USED FOR THE

CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESES STRUCTURES

IF ARMORED BY NON-ERODIBLE COVER MATERIALS.

13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NON-ERODIBLE

MATERIAL MUST BE PROVIDED.

14. ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE

WATERCOURSES MUST BE MET.

15. THE BED AND BANKS OF A WATERCOURSE MUST BE STABILIZED IMMEDIATELY AFTER WORK IN THE

WATERCOURSE IS COMPLETED.

16. UNDERGROUND UTILITY LINES MUST BE PROVIDED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN

ADDITION TO OTHER APPLICABLE CRITERIA:

A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME

B. EXCAVATED MATERIAL MUST BE PLACED ON THE UPHILL SIDE OF TRENCHES

C. EFFLUENT FROM DEWATERING OPERATIONS MUST BE FILTERED OR PASSED THROUGH AN APPROVED

SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY

AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY.

D. MATERIAL USED FOR BACKFILLING TRENCHES MUST BE PROPERLY COMPACTED IN ORDER TO MINIMIZE

EROSION AND PROMOTE STABILIZATION.

E. RE-STABILIZATION MUST BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS.

F. APPLICABLE SAFETY REGULATIONS MUST BE COMPLIED WITH.

17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE.

WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE MUST BE CLEANED THOROUGHLY AT THE END OF THE DAY. SEDIMENT MUST BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING MUST BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION MUST APPLY TO

INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND-DISTURBING ACTIVITIES.

18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES MUST BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES MUST BE PERMANENTLY

STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.

19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES MUST BE PROTECTED FROM THE SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW

RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN

ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE MUST BE DISCHARGED DIRECTLY INTO ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE, OR STORM SEWER SYSTEM. FOR THOSE SITES, DOWNSTREAM STABILITY

ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM MUST BE PERFORMED.

ER

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12829021

C-003

DLB

XX

EXISTING PIER 4

EXISTING SECURITY BARRIER

EXISTING PIER 5

EXISTING PIER 2

EXISTING PIER 1

EXISTING PIER 3

EXISTING PIER 3T

A AVENUE

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SHEET

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

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FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

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P -0

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L IA M WHEATON

O . 2 4 6 2 8 E G I S T E R E D

H.

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

PLAN

NORTH

SCALE: 1" = 160'

CIVIL DEMOLITION & EROSION CONTROL OVERALL KEY PLAN

AREA 104 - SEE SHEET CD104 AREA 103 - SEE SHEET CD103AREA 105AREA 106AREA 107

AREA 102 - SEE SHEET CD102 AREA 101

AREA 111 - SEE SHEET CD111

AREA 110 - SEE SHEET CD110

AREA 109 - SEE SHEET CD109 AREA 108 - SEE SHEET CD108

AREA 112 - SEE SHEET CD112

AREA 113 - SEE SHEET CD113 CI

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AS NOTED

12829022

CD100

DLB

AREA 114 - SEE SHEET CD110

320'0 160'

X

XX

X

X

X X X X X X

X

EXISTING PIER 3T

±200 SY1

FOR EXISTING PIER 3T DEMOLITION, SEE SD DRAWINGS

± 25 LF2

±40 LF 3

±36 LF 4

DP1

DP2

DP3

DP4

DP5

DP6

DP7

DP8

DP9

DP10

DP11

DP12

±20 SY9

±28 LF 22

±36 LF3

CAP WATER

PROVIDE THRUST RESTRAINT

SEE B1/CU502

1 DEMOLISH AC PAVEMENT, FULL DEPTH.

2 DEMOLISH OILY WASTE PIPE TO NEAREST MH AND PLUG.

3 DEMOLISH SANITARY SEWER TO NEAREST MH AND PLUG.

4 DEMOLISH WATER MAIN.

9 DEMOLISH CONCRETE PAVEMENT.

22 ABANDON WATER LINE, PLUG AND FILL WITH CLSM, SEE B1/CD502.

23 DEMOLISH TRENCH COVER.

24 PLUG EXISTING MANHOLE PIPE CONNECTION, SEE A3/CD502.

25 ABANDON EXISTING MANHOLE, SEE A4/CD502.

31 DEMOLISH BACKFLOW PREVENTERS AND VALVES.

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SCALE:

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

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P

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T A

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L A

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L IA M WHEATON

O . 2 4 6 2 8 E G I S T E R E D

H.

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

PLAN

NORTH

SCALE: 1" = 20'

CIVIL DEMOLITION & EROSION CONTROL - AREA 102

MATCHLINE - SEE CD104

AREA 101AREA 102

AREA 103AREA 104AREA 105AREA 106AREA 107

AREA 108AREA 109

AREA 110

AREA 111

AREA 112

AREA 113

KEY PLAN

PLAN

NORTH

AREA 114

NOTES:

1. SEE C-001 & C-002 FOR LEGEND, ABBREVIATIONS AND GENERAL NOTES.

2. SEE C-003 FOR EROSION CONTROL NOTES.

3. FOR DEMOLITION OF PIER 3T, SEE STRUCTURAL DEMOLITION

DRAWINGS.

4. FOR MECHANICAL DEMOLITION IN THIS AREA SEE MECHANICAL

DEMOLITION DRAWINGS.

5. SEE CD601 FOR DEMOLITION CONTROL POINT (DP) TABLE.

6. SEE V-001 THRU V-003 FOR EXISTING SURVEY LEGEND, NOTES AND

SCHEDULES.

CI

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AS NOTED

12829023

CD102

DLB

40'10'0 20'

DEMOLITION NOTES:

(QUANTITIES SHOWN ARE FOR THIS SHEET ONLY)

u u u u u u u u u u u u u u u u u u u u u

X X

X X

XXXX

X X

X X

X

XX

X

X

±8700 SY, DEPTH VARIES

FROM APPROX 7" TO 9"1

FOR EXISTING CEP-176 DEMOLITION, SEE SD DRAWINGS

±196 LF6

±488 LF15

±488 LF15 ±488 LF15

±25 LF 6

DP13

DP18

DP19

DP84

DP83

DP87

SEE NOTE 7

±94 LF6

± 74 LF 6

PLUG PIPE

±285 LF4

±36 LF30

±14 LF6

N: 3508437.57 E: 12117949.6731

DP61

DP62

B1

SD302

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

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A

P P

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

R

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LA

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U B

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P

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T A

T

E O F M A R Y

L A

N

DW

I L

L IA M WHEATON

O . 2 4 6 2 8 E G I S T E R E D

H.

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

PLAN

NORTH

SCALE: 1" = 20'

CIVIL DEMOLITION & EROSION CONTROL - AREA 103

M

AT

CH

LI

NE

SE

E

CD

MATCHLINE - SEE CD101

MATCHLINE - SEE CD108

AREA 101AREA 102

AREA 103AREA 104AREA 105AREA 106AREA 107

AREA 108AREA 109

AREA 110

AREA 111

AREA 112

AREA 113

KEY PLAN

PLAN

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AREA 114 CI

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AS NOTED

12829024

CD103

DLB

1 DEMOLISH EXISTING AC PAVEMENT, FULL DEPTH.

4 DEMOLISH WATER.

5 EXISTING CEP-176 WHARF EXCAVATION TO EL +3±. DEMOLISH

ALL BUILDINGS, PAVEMENT AND UTILITIES IN THIS AREA.

6 DEMOLISH DRAINAGE PIPE.

7 DEMOLISH DRAINAGE DI OR MH.

8 DEMOLISH LIGHT AND POLE, SEE ED DRAWINGS.

DEMOLITION NOTES:

(QUANTITIES SHOWN ARE FOR THIS SHEET ONLY)

NOTES:

1. SEE C-001 & C-002 FOR LEGEND, ABBREVIATIONS AND GENERAL NOTES.

2. SEE C-003 FOR EROSION CONTROL NOTES.

3. FOR DEMOLITION OF CEP-176, SEE STRUCTURAL DEMOLITION DRAWINGS.

4. FOR MECHANICAL DEMOLITION IN THIS AREA SEE MECHANICAL DEMOLITION

DRAWINGS.

5. FOR ELECTRICAL DEMOLITION IN THIS AREA SEE ELECTRICAL DEMOLITION

DRAWINGS.

6. SEE CD601 FOR DEMOLITION CONTROL POINT (DP) TABLE.

7. CONTRACTOR MUST RE-ESTABLISH SITE CONTROL PRIOR TO DEMOLITION OF

CONTROL POINT.

8. SEE V-001 THRU V-003 FOR EXISTING SURVEY LEGEND, NOTES AND SCHEDULES.

40'10'0 20'

15 DEMOLISH FUEL LINE.

30 ABANDON DRAINAGE PIPE. PLUG AND FILL WITH

CLSM, SEE B1/CD502.

31 CAP FOR CONNECTION IN FUTURE PHASE. SEE

A1/CD501

M

AT

CH

LI

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SE

E

CD

X

X X

XXXXXXXX

X X

X X

X

X

X

XX

X X

X X

X

±6250 SY, DEPTH

VARIES 7" TO 15"1

FOR EXISTING CEP-176 DEMOLITION, SEE SD DRAWINGS

FOR EXISTING CEP-102

BULKHEAD DEMOLITION,

SEE SD DRAWINGS

FOR EXISTING PIER 3

DEMOLITION, SEE SD

DRAWINGS

±26 LF 6

3r d

ST

RE

ET

±50 LF6

±232 SY9

±72 SY9

±84 LF 6

± 32 LF6

±276 LF15

±236 LF15

±150 LF15

±56 LF 15

PIER 3

±44 SY9

±710 SY 9

±32 SY 9

DP88

DP92 DP91

DP90

DP76

DP86

DP85

DP75

DP89

3 20

1 ±108 LF3

1 ±98 LF4

1 2

5 26

6 ±118 SY10

7 ±42 SY27

±20 LF4

±130 LF3

±306 LF4

±8 LF 4

±130 LF15

±276 LF15

PLUG

PIPE

DP63

M

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E

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

R

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P

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T A

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L A

N

DW

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L IA M WHEATON

O . 2 4 6 2 8 E G I S T E R E D

H.

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

PLAN

NORTH

SCALE: 1" = 20'

CIVIL DEMOLITION & EROSION CONTROL - AREA 104

MATCHLINE - SEE CD109

MATCHLINE - SEE CD102

AREA 101AREA 102

AREA 103AREA 104AREA 105AREA 106AREA 107

AREA 108AREA 109

AREA 110

AREA 111

AREA 112

AREA 113

KEY PLAN

PLAN

NORTH

AREA 114 CI

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AS NOTED

12829025

CD104

DLB

NOTES:

1. SEE C-001 & C-002 FOR LEGEND, ABBREVIATIONS AND GENERAL NOTES.

2. SEE C-003 FOR EROSION CONTROL NOTES.

3. FOR DEMOLITION OF EXISTING CEP-176 BULKHEAD, SEE STRUCTURAL

DEMOLITION DRAWINGS.

4. FOR DEMOLITION OF EXISTING CEP-102 BULKHEAD, SEE STRUCTURAL

DEMOLITION DRAWINGS.

5. FOR DEMOLITION OF EXISTING PIER 3, SEE STRUCTURAL DEMOLITION

DRAWINGS.

6. FOR MECHANICAL DEMOLITION IN THIS AREA SEE MECHANICAL

DEMOLITION DRAWINGS.

7. FOR ELECTRICAL DEMOLITION IN THIS AREA SEE ELECTRICAL

DEMOLITION DRAWINGS.

8. SEE CD601 FOR DEMOLITION CONTROL POINT (DP) TABLE.

9. SEE V-001 THRU V-003 FOR EXISTING SURVEY LEGEND, NOTES AND

SCHEDULES.

40'10'0 20'

1 DEMOLISH AC PAVEMENT, FULL DEPTH.

2 DEMOLISH OILY WASTE PIPE.

3 DEMOLISH SANITARY SEWER PIPE.

4 DEMOLISH WATER.

5 CEP-176 WHARF EXCAVATION TO EL +3±. DEMOLISH ALL

BUILDINGS, PAVEMENT AND UTILITIES IN THIS AREA.

6 DEMOLISH DRAINAGE PIPE.

7 DEMOLISH DRAINAGE DI OR MH.

8 DEMOLISH LIGHT, POLE AND FOUNDATION TO A DEPTH OF 12" BELOW

FINAL GRADE , SEE ED DRAWINGS.

9 DEMOLISH CONC PAVEMENT, CURB & GUTTER OR SIDEWALK.

10 DEMOLISH CONC DUMPSTER PAD & CMU WALL.

13 DEMOLISH 1 STORY BLOCK FUEL OIL BUILDING. DEMOLISH VALVE PIT

VP23, FUEL LINES AND APPURTENANCES AND BACKFILL.

14 DEMOLISH HIGH MAST LIGHT & FOUNDATION TO A DEPTH A MINIMUM

OF TWO FEET BELOW SUBGRADE ELEVATION.

15 DEMOLISH FUEL LINE.

20 DEMOLISH FIRE ALARM PULL BOX.

26 DEMOLISH UNDERGROUND FUEL TANK AND APPURTENANCES.

27 DEMOLISH FENCE ENCLOSURE AND CONCRETE PAD.

28 DEMOLISH MANHOLE.

29 DEMOLISH FIRE HYDRANT.

1 MAINTAIN WATER, SEWER, AND OILY WASTE SERVICE TO PIER 3 UNTIL

PHASE 5 CONSTRUCTION, SEE PHASING DRAWINGS. DEMOLISH IN

PHASE 5.

2 MAINTAIN WATER METER AND BACKFLOW PREVENTER FOR PIER 3

SERVICE UNTIL PHASE 5 CONSTRUCTION, SEE PHASING DRAWINGS.

DEMOLISH DURING PHASE 5 CONSTRUCTION.

3 RETURN EXISTING ALARM SYSTEM TO OPERATIONAL WITH THE

EXCEPTION OF THE DEMOLISHED NODES.

4 INLET WAS NOT FIELD LOCATED. DI POSSIBLY LOCATED UNDER

TEMPORARY METAL BUILDING. DI TO BE DEMOLISHED IF PRESENT.

WORK NOTES:

5 CAPPED PVC INDICATES LOCATION OF UNDERGROUND FUEL TANK.

6 REMOVE AND SALVAGE DUMPSTER EQUIPMENT IN PHASE 5.

7 REMOVE AND SALVAGE REFRIGERATED FOOD STORAGE

CONTAINER.

8 PROTECT ELECTRICAL EQUIPMENT.

DEMOLITION NOTES:

(QUANTITIES SHOWN ARE FOR THIS SHEET ONLY)

B1

SD302

X

X

X X

XXXXXXXXXXX

X X

X X

X

XXXXXXXXX

X X

X X

±4080 SY, DEPTH

VARIES 9" TO 12"1

±12 LF6

±210 SY,

±12" DEPTH1

±116 SY9

±28 SY9

±76 LF 12

±294 LF 12

±304 LF 12

±7 SY 17

±248 SY,

±12" DEPTH1

DP82

DP81

DP80

DP24

DP95

DP104

DP96

DP103

DP97

DP102

DP23DP22

DP21

DP20

DP36

DP35

DP37

DP38

DP79

PROTECT LIGHT POLE,

CONDUIT & CIRCUITS

PROTECT PULL BOX,

CONDUIT & CIRCUITS

SEE NOTE 4

±108 LF30

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

R

E P

LA

C

E S

U B

M A

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IN

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P

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T A

T

E O F M A R Y

L A

N

DW

I L

L IA M WHEATON

O . 2 4 6 2 8 E G I S T E R E D

H.

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

PLAN

NORTH

SCALE: 1" = 20'

CIVIL DEMOLITION & EROSION CONTROL - AREA 108

MATCHLINE - SEE CD103

MATCHLINE - SEE CD110

M

AT

CH

LI

NE

SE

E

CD

AREA 101AREA 102

AREA 103AREA 104AREA 105AREA 106AREA 107

AREA 108AREA 109

AREA 110

AREA 111

AREA 112

AREA 113

KEY PLAN

PLAN

NORTH

AREA 114 CI

VI

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AS NOTED

12829026

CD108

DLB

NOTE:

1. SEE C-001 & C-002 FOR LEGEND, ABBREVIATIONS AND GENERAL NOTES.

2. SEE C-003 FOR EROSION CONTROL NOTES.

3. SEE CD601 FOR DEMOLITION CONTROL POINT (DP) TABLE.

4. CONTRACTOR MUST RE-ESTABLISH SITE CONTROL PRIOR TO

DEMOLITION OF CONTROL POINT.

5. SEE V-001 THRU V-003 FOR EXISTING SURVEY LEGEND, NOTES AND

SCHEDULES.

40'10'0 20'

1 DEMOLISH AC PAVEMENT, FULL DEPTH.

6 DEMOLISH DRAINAGE PIPE.

7 DEMOLISH DRAINAGE DI OR MH.

8 DEMOLISH LIGHT AND POLE.

9 DEMOLISH CONC PAVEMENT, CURB & GUTTER OR SIDEWALK.

12 DEMOLISH CONC WALL.

17 DEMOLISH CONC PAD TO A MINIMUM OF 18" BELOW EXISTING GRADE.

18 DEMOLISH PIPE BOLLARD & CONC BASE TO A MINIMUM OF 18" BELOW

EXISTING GRADE.

24 PLUG EXISTING DROP INLET PIPE CONNECTION, SEE A3/CD502.

30 ABANDON DRAINAGE PIPE. PLUG AND FILL WITH CLSM, SEE B1/CD502.

±72 SY,

±14" DEPTH 1

SALVAGE LUMINAIRE FOR

REINSTALLATION ON NEW POLE, SEE

ELECTRICAL PLANS FOR NEW LOCATION

X

XX

FOR EXISTING CEP-102

BULKHEAD DEMOLITION,

SEE SD DRAWINGS

±630 SY 9

3r d

ST

RE

ET

±54 LF 6

±32 SY 9

±1000 SY,

±16" DEPTH 1

REMOVE LUMINAIRE,

POLE TO REMAIN8

±54 LF677

±28 LF 6

±720 SY 9

±22 SY 9

±110 SY,

±13" DEPTH1

±40 LF 6

±116 LF12

± 118 LF12

±716 LF15

±2016 SY,

±12" DEPTH1

±68 LF6

±130 LF6

±37 SY 9

±48SY,

±16" DEPTH 1

±615 SY,

±16" DEPTH1

±78 SY,

±12" DEPTH1

±18 LF 6

SALVAGE LUMINAIRE FOR

REINSTALLATION ON NEW POLE, SEE

ELECTRICAL PLANS FOR NEW LOCATION

EXISTING CONCRETE PAD W/

TRANSFORMERS AND SWITCH GEAR TO

REMAIN, SEE ELECTRICAL DRAWINGS

DP78

DP77

DP25

DP71DP72

DP73

DP74

DP26

DP99 DP98

DP69

DP101DP100

DP27

DP70

DP28 DP29

DP30

DP31

DP32 DP33

DP65

DP66

DP68

DP67

DP131

DP57

DP56

DP55

DP58

DP59

DP60

DP53DP54

DP132

DP133

±670 SY,

±12" DEPTH1

TYP, 619

TYP, 1318

TYP, 418

7 7 7

±33 LF 6 ±18 LF 6 ±30 LF 6 ±18 LF6

DP134

DP135

DP136

DP137

DP140

DP141

DP139DP138

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UNCLASSIFIED

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

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C R

IP

TI

O N

D A

TE

A

P P

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

R

E P

LA

C

E S

U B

M A

R

IN

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FIRE PROTECTION

P

S

N

RRO F E S S I O N A L E N G I N E E R

T A

T

E O F M A R Y

L A

N

DW

I L

L IA M WHEATON

O . 2 4 6 2 8 E G I S T E R E D

H.

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

PLAN

NORTH

SCALE: 1" = 20'

CIVIL DEMOLITION & EROSION CONTROL - AREA 109

MATCHLINE - SEE CD104

MATCHLINE - SEE CD111

M

AT

CH

LI

NE

SE

E

CD

AREA 101AREA 102

AREA 103AREA 104AREA 105AREA 106AREA 107

AREA 108AREA 109

AREA 110

AREA 111

AREA 112

AREA 113

KEY PLAN

PLAN

NORTH

AREA 114 CI

VI

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WBE DLK TRR

AS NOTED

12829027

CD109

DLB

NOTES:

1. SEE C-001 & C-002 FOR LEGEND, ABBREVIATIONS AND GENERAL

NOTES.

2. SEE C-003 FOR EROSION CONTROL NOTES.

3. FOR DEMOLITION OF EXISTING CEP-102 BULKHEAD, SEE STRUCTURAL

DEMOLITION DRAWINGS.

4. FOR MECHANICAL DEMOLITION IN THIS AREA SEE MECHANICAL

DEMOLITION DRAWINGS.

5. FOR ELECTRICAL DEMOLITION IN THIS AREA SEE ELECTRICAL

DEMOLITION DRAWINGS.

6. SEE CD601 FOR DEMOLITION CONTROL POINT (DP) TABLE.

7. SEE V-001 THRU V-003 FOR EXISTING SURVEY LEGEND, NOTES AND

SCHEDULES.

40'10'0 20'

1 DEMOLISH AC PAVEMENT, FULL DEPTH.

6 DEMOLISH DRAINAGE PIPE.

7 DEMOLISH DRAINAGE DI OR MH.

8 DEMOLISH LIGHT AND POLE, SEE ED DRAWINGS.

9 DEMOLISH CONC PAVEMENT, CURB & GUTTER OR SIDEWALK.

11 DEMOLISH CLEAT.

12 DEMOLISH CONC WALL.

15 DEMOLISH FUEL LINE.

18 DEMOLISH PIPE BOLLARD & CONC BASE TO A MINIMUM OF 18" BELOW

EXISTING GRADE.

19 DEMOLISH CONC POST BASE TO A MINIMUM OF 18" BELOW

EXISTING GRADE.

B AVENUE

±80 SY,

±14" DEPTH1

±11 SY,

±9" DEPTH1

±76 SY9

±545 SY,

±12" DEPTH1

±22 SY9

DP40

DP39 DP129

DP128DP127

DP125

DP126

u u u u u u u u u u u u u u u uuuuu u u u u uu u uu

XXXXXXXX

XX

±212 LF16

±324 LF16

±296 LF16

PLUG PIPE @

FUEL HOUSE

PLUG PIPE

A AVENUE

PLUG PIPE

±433 SY,

±9" DEPTH1

DP14

DP15

DP16

DP17

PLUG PIPE

PLUG PIPE

±8 LF15

±8 LF15

±8 LF15

PLUG PIPE

N: 3508517.25 E 12118421.31

N: 3508573.05 E: 12118399.1924

FI

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

R

E P

LA

C

E S

U B

M A

R

IN

E P

IE

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P

S

N

RRO F E S S I O N A L E N G I N E E R

T A

T

E O F M A R Y

L A

N

DW

I L

L IA M WHEATON

O . 2 4 6 2 8 E G I S T E R E D

H.

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

MATCHLINE - SEE CD108

M

AT

CH

LI

NE

SE

E

CD

AREA 101AREA 102

AREA 103AREA 104AREA 105AREA 106AREA 107

AREA 108AREA 109

AREA 110

AREA 111

AREA 112

AREA 113

KEY PLAN

PLAN

NORTH

AREA 114

CI

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WBE DLK TRR

AS NOTED

12829028

CD110

DLB

NOTE:

1. SEE C-001 & C-002 FOR LEGEND, ABBREVIATIONS AND GENERAL

NOTES.

2. SEE C-003 FOR EROSION CONTROL NOTES.

3. SEE CD601 FOR DEMOLITION CONTROL POINT (DP) TABLE.

4. TOPOGRAPHY SHOWN EAST OF SURVEY LIMITS WAS TAKEN FROM

EXISTING BASE GIS MAPPING.

5. SEE V-001 THRU V-003 FOR EXISTING SURVEY LEGEND, NOTES AND

SCHEDULES.

1 DEMOLISH AC PAVEMENT, FULL DEPTH.

8 DEMOLISH LIGHT AND POLE, SEE ED DRAWINGS.

9 DEMOLISH CONC PAVEMENT, CURB & GUTTER OR SIDEWALK.

15 DEMOLISH FUEL LINE.

16 ABANDON FUEL LINE. PLUG AND FILL WITH CLSM TO VALVE AT 2ND

STREET. 725 LF OF FUEL PIPE TOTAL TO BE ABANDONED TO 2ND

STREET VALVE HOUSE.

24 PLUG EXISTING MANHOLE PIPE CONNECTION, SEE A3/CD502.

31 ASPHALT BERM. SEE A5/CD501

±50 SY9

M

AT

CH

LI

NE

SE

E

CD

PLAN

NORTH

40'10'0 20'

40'10'0 20'

SCALE: 1" = 20'

CIVIL DEMOLITION AND EROSION CONTROL - AREA 110C1

NORTH

SCALE: 1" = 20'

CIVIL DEMOLITION AND EROSION CONTROL - AREA 114A1

FOR EXISTING CEP-102

BULKHEAD DEMOLITION,

SEE SD DRAWINGS

±150 SY 9

3r d

ST

RE

ET

B AVENUE

PIER 2

±1530 SY,

±12" DEPTH1

±60 LF6

±52 LF6

±282 SY9

±104 SY9

REMOVE LUMINAIRE,

POLE TO REMAIN8

±1720 SY,

±12" DEPTH 1

±82 SY 9

PLUG PIPE

±24 LF15

±200 LF15

±480 LF16

±144SY,

±16" DEPTH1

±28 SY9

±208 SY,

±12" DEPTH1

±36 SY,

±12" DEPTH 1

PLUG PIPE

PLUG PIPE

±126 LF21

DP43DP44

DP45DP46

DP47DP48

DP52

DP51

DP50

DP49

DP94

DP93

DP106 DP105

DP107

DP108

REMOVE LUMINAIRE,

POLE TO REMAIN8

R=30.5'

SEE NOTE 5

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A

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A V

Y N

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TE

M

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UNCLASSIFIED

UN

CL

AS

SI

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UNCLASSIFIED

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

R

E P

LA

C

E S

U B

M A

R

IN

E P

IE

R

N

A V

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TA

TI

O

N N

O R

FO

LK

N O

R

FO

LK

, V

IR

G

IN

IA

1614696

WMS/IAS

AL

F

AC

IL

IT

IE

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EN

G

IN

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RI

N G

S

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TE

M

S C

O M

M

AN

D

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ID

-A

TL

AN

TI

C C

I C O

R E

H

A M

P

TO

N R

O A

D S

N A

V A

L S

TA

TI

O N

N O

R

FO

LK

N O

R

FO

LK

CHIEF ENG/ARCH

FIRE PROTECTION

P

S

N

RRO F E S S I O N A L E N G I N E E R

T A

T

E O F M A R Y

L A

N

DW

I L

L IA M WHEATON

O . 2 4 6 2 8 E G I S T E R E D

H.

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

PLAN

NORTH

SCALE: 1" = 20'

CIVIL DEMOLITION & EROSION CONTROL - AREA 111

MATCHLINE - SEE CD109

MATCHLINE - SEE CD112

M

AT

CH

LI

NE

SE

E

CD

AREA 101AREA 102

AREA 103AREA 104AREA 105AREA 106AREA 107

AREA 108AREA 109

AREA 110

AREA 111

AREA 112

AREA 113

KEY PLAN

PLAN

NORTH

AREA 114 CI

VI

L

DE

M

OL

IT

IO

N

ER

OS

IO

N

CO

NT

RO

L

- A

RE

A

WBE DLK TRR

AS NOTED

12829029

CD111

DLB

NOTES:

1. SEE C-001 & C-002 FOR LEGEND, ABBREVIATIONS AND GENERAL

NOTES.

2. SEE C-003 FOR EROSION CONTROL NOTES.

3. FOR DEMOLITION OF EXISTING CEP-102 BULKHEAD, SEE STRUCTURAL

DEMOLITION DRAWINGS.

4. SEE CD601 FOR DEMOLITION CONTROL POINT (DP) TABLE.

5. CONTRACTOR MUST RE-ESTABLISH SITE CONTROL PRIOR TO

DEMOLITION OF CONTROL POINT.

6. SEE V-001 THRU V-003 FOR EXISTING SURVEY LEGEND, NOTES AND

SCHEDULES.

40'10'0 20'

1 DEMOLISH AC PAVEMENT, FULL DEPTH.

6 DEMOLISH DRAINAGE PIPE.

7 DEMOLISH DRAINAGE DI OR MH.

8 DEMOLISH LIGHT AND POLE, SEE ED DRAWINGS.

9 DEMOLISH CONC PAVEMENT, CURB & GUTTER OR SIDEWALK.

11 DEMOLISH CLEAT.

13 DEMOLISH 1 STORY BLOCK FUEL OIL BUILDING. DEMOLISH VALVE

PIT VP22, FUEL LINES AND APPURTENANCES AND BACKFILL.

15 DEMOLISH FUEL LINE.

16 ABANDON FUEL LINE. PLUG AND FILL WITH CLSM TO

VALVE PIT VP21.

21 ABANDON STORM DRAIN PIPE. PLUG AND FILL WITH CLSM.

DP42

DP41

DP34DP130

3r d

ST

RE

ET

PIER 2

REMOVE LUMINAIRE,

POLE TO REMAIN8

±21 SY, DEPTH

VARIES 7" TO 14" 1

±32 SY 9

±480 LF16

±144 LF16

±22 SY, DEPTH

VARIES 7" TO 14"1

±27 SY, DEPTH

VARIES 7" TO 14"1

±2 SY, DEPTH

VARIES 7" TO 14"1

±38 SY 9

DP112DP111

DP109

DP110

DP113

DP116

DP115

DP114

DP119

DP118

DP117

DP120

REMOVE LUMINAIRE,

POLE TO REMAIN8

REMOVE LUMINAIRE,

POLE TO REMAIN8

REMOVE LUMINAIRE,

POLE TO REMAIN8

FI

LE

N

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E:

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:\N O

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Pi er

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2 3 4 5

1 2 3 4 5

A

B

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D E

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A V

Y N

A V

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G

IN

E E

R

IN

G S

Y S

TE

M

S C

O M

M A

N D

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

R

E P

LA

C

E S

U B

M A

R

IN

E P

IE

R

N

A V

A L

S

TA

TI

O

N N

O R

FO

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N O

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FO

LK

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WMS/IAS

AL

F

AC

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M

AN

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AN

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C C

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R E

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A M

P

TO

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D S

N A

V A

L S

TA

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N O

R

FO

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CHIEF ENG/ARCH

FIRE PROTECTION

P

S

N

RRO F E S S I O N A L E N G I N E E R

T A

T

E O F M A R Y

L A

N

DW

I L

L IA M WHEATON

O . 2 4 6 2 8 E G I S T E R E D

H.

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

PLAN

NORTH

SCALE: 1" = 20'

CIVIL DEMOLITION & EROSION CONTROL - AREA 112

MATCHLINE - SEE CD111

MATCHLINE - SEE CD113

AREA 101AREA 102

AREA 103AREA 104AREA 105AREA 106AREA 107

AREA 108AREA 109

AREA 110

AREA 111

AREA 112

AREA 113

KEY PLAN

PLAN

NORTH

AREA 114 CI

VI

L

DE

M

OL

IT

IO

N

ER

OS

IO

N

CO

NT

RO

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- A

RE

A

WBE DLK TRR

AS NOTED

12829030

CD112

DLB

NOTE:

1. SEE C-001 & C-002 FOR LEGEND, ABBREVIATIONS AND GENERAL NOTES.

2. SEE C-003 FOR EROSION CONTROL NOTES.

3. SEE CD601 FOR DEMOLITION CONTROL POINT (DP) TABLE.

4. SEE V-001 THRU V-003 FOR EXISTING SURVEY LEGEND, NOTES AND

SCHEDULES.

40'10'0 20'

1 DEMOLISH AC PAVEMENT, FULL DEPTH.

8 DEMOLISH LIGHT AND POLE, SEE ED DRAWINGS.

9 DEMOLISH CONC PAVEMENT, CURB & GUTTER OR SIDEWALK.

16 ABANDON FUEL LINE. PLUG AND FILL WITH CLSM TO VALVE PIT VP21.

X X

X

X

X

X

3r d

ST

RE

ET

PIER 1

±53 SY, DEPTH

VARIES 7" TO 14"1

±27 SY 9

REMOVE LUMINAIRE,

POLE TO REMAIN8

DP124

DP121

DP123

DP122

REMOVE LUMINAIRE,

POLE TO REMAIN8

FI

LE

N

AM

E:

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A

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2 3 4 5

1 2 3 4 5

A

B

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D

D E

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O M

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UNCLASSIFIED

UN

CL

AS

SI

FI

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UNCLASSIFIED

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

R

E P

LA

C

E S

U B

M A

R

IN

E P

IE

R

N

A V

A L

S

TA

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N O

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, V

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IN

IA

1614696

WMS/IAS

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

RI

N G

S

YS

TE

M

S C

O M

M

AN

D

M

ID

-A

TL

AN

TI

C C

I C O

R E

H

A M

P

TO

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O A

D S

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V A

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TA

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O N

N O

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FO

LK

N O

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FO

LK

CHIEF ENG/ARCH

FIRE PROTECTION

P

S

N

RRO F E S S I O N A L E N G I N E E R

T A

T

E O F M A R Y

L A

N

DW

I L

L IA M WHEATON

O . 2 4 6 2 8 E G I S T E R E D

H.

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

PLAN

NORTH

SCALE: 1" = 20'

CIVIL DEMOLITION & EROSION CONTROL - AREA 113

MATCHLINE - SEE CD112

AREA 101AREA 102

AREA 103AREA 104AREA 105AREA 106AREA 107

AREA 108AREA 109

AREA 110

AREA 111

AREA 112

AREA 113

KEY PLAN

PLAN

NORTH

AREA 114 CI

VI

L

DE

M

OL

IT

IO

N

ER

OS

IO

N

CO

NT

RO

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- A

RE

A

WBE DLK TRR

AS NOTED

12829031

CD113

DLB

40'10'0 20'

NOTE:

1. SEE C-001 & C-002 FOR LEGEND, ABBREVIATIONS AND GENERAL NOTES.

2. SEE C-003 FOR EROSION CONTROL NOTES.

3. SEE CD601 FOR DEMOLITION CONTROL POINT (DP) TABLE.

4. SEE V-001 THRU V-003 FOR EXISTING SURVEY LEGEND, NOTES AND

SCHEDULES.

1 DEMOLISH AC PAVEMENT, FULL DEPTH.

8 DEMOLISH LIGHT AND POLE, SEE ED DRAWINGS.

9 DEMOLISH CONC PAVEMENT, CURB & GUTTER OR SIDEWALK.

NOTES:

1. LOCATE AT POINTS OF INGRESS & EGRESS. ENTRANCE LOCATIONS

MAY VARY DURING CONSTRUCTION PERIOD.

2. LOCATIONS TO BE DETERMINED BY THE CONTRACTING OFFICER.

' M

IN

' M

IN

TY

P

10' MIN

TYP

EDGE OF EXISTING ROADWAY OR PAVEMENT

6" THICK LAYER OF COARSE

AGGREGATE (2" TO 3" DIA STONE)

12' MIN

FILTER FABRIC ATTACHED TO WIRE

FENCE (MESH SPACING = 6" MAX, 12 1/2

GAUGE MIN)

6' MAX

FLOW

EXTENSION OF FABRIC AND WIRE

INTO THE TRENCH

1'- 0"

M

IN

1'- 4"

M

IN

2'-

" M

AX

FILTER FABRIC ATTACHED TO WIRE FENCE

(MESH SPACING = 6" MAX, 12 1/2 GAUGE MIN)

STEEL OR WOOD

POST, TYP

STEEL OR WOOD

POST

GROUND LINE

WIRE

FILTER FABRIC

4"x4" TRENCH W/

COMPACTED BACKFILL

DEPTH OF THE SEDIMENT SACK SHALL BE DETERMINED BY THE DEPTH

AND FLOW REQUIREMENTS OF THE DROP INLET STRUCTURE AND THE

MANUFACTURER'S RECOMMENDATIONS.

THE SEDIMENT SACK SHALL BE MADE FROM A WOVEN

POLYPROPYLENE FABRIC WITH AN OIL ABSORBENT PILLOW

INSERT. WHERE A HIGH OIL CONTENT IN THE STORM

WATER SHALL OCCUR, AN OIL SEDIMENT SACK MADE

COMPLETELY OF AN OIL ABSORBTION MATERIAL WITH A

WOVEN PILLOW INSERT SHALL BE USED.

= DEPTH

OIL-ABSORBENT SEDIMENT SACK

SEDIMENT SACK SPECIFICATIONS

NOTE:

THE SEDIMENT SACK SHALL BE MANUFACTURED

FROM A WOVEN POLYPROPYLENE FABRIC THAT

MEETS OR EXCEEDS THE FOLLOWING

SPECIFICATIONS.

PROPERTIES UNITS

GRAB TENSILE STRENGTH

GRAB TENSILE ELONGATION

PUNCTURE

MULLEN BURST TRAPEZOID

TEAR UV RESISTANCE

APPARENT OPENING SIZE

FLOW RATE

PERMITTIVITY

265 LBS

20 %

135 LBS

420 PSI

45 LBS

90 %

20 US SIEVE 200

GAL/MIN/SQ FT 1.5 SEC -1

DUMP LOOPS

EXISTING DROP INLET GRATE

SEDIMENT SACK

OPTIONAL OVERFLOW

1" REBAR FOR BAG

REMOVAL FROM INLET

EXISTING DROP INLET GRATE

EXPANSION RESTRAINT

EXISTING DROP INLET

STRAW ROLLS MUST BE PLACED

ALONG EDGE OF DISTURBANCE

NOTE:

STRAW ROLL INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE ROLL IN

A TRENCH, 3"-5" DEEP, DUG ON CONTOUR, IN UNPAVED AREAS. IN PAVED AREAS, DRIVE LARGE

NAIL THROUGH WATTLE; BRICKS MAY BE USED TO HOLD WATTLES IN PLACE. RUNOFF MUST

NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL.

UNPAVED PLACEMENT

PAVED PLACEMENT

8" - 10" DIA

3"

5"

8" - 10" DIA

EXISTING PAVEMENT

EDGE OF PAVEMENT

DEMOLITION / DISTURBANCE

LARGE NAIL

1" x 1" STAKE PURPOSE:

1. THE PURPOSE OF A DEWATERING BAG IS TO COLLECT…