MOTSU_WaterImprovPhII_PLANS_Revised14Aug2019.pdf

PDF 19 MB Posted Aug 14, 2019

Attached to: MOTSU Potable Water Improvements Federal contract opportunity
Solicitation number: W912PM19B0018
Issued by: Department of the Army Corps of Engineers Engineering District Wilmington

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W912PM19B0018 Plans

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File	Type	Posted
S-II-201_Rev1.pdf	PDF	Sep 11, 2019
Addendum_1.pdf	PDF	Sep 11, 2019
W912PM19B0018_Amendment_02.pdf	PDF	Sep 11, 2019
W912PM19B0018_Amendment_02_CC.pdf	PDF	Sep 11, 2019
Technical_Summary_of_ChangesAmdt0002.pdf	PDF	Sep 11, 2019
W912PM19B0018_P00001-_MOTSU_Potable_Water_CC.pdf	PDF	Aug 21, 2019
W912PM19B0018_P00001-_MOTSU_Potable_Water.pdf	PDF	Aug 21, 2019
SPECS_-_PHASE_2_--_MOTSU_POTABLE_WATER2018-Revised14Aug2019.pdf	PDF	Aug 14, 2019
W912PM19B0018_MOSTU_Potable_Water_Repair.pdf	PDF	Aug 14, 2019

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CONTRACT NO.:

IFB NO.: W912PM19B0018

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MILITARY OCEAN TERMINAL SUNNY POINT (MOTSU)

BRUNSWICK COUNTY, NORTH CAROLINA

MOTSU 18-02

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MILITARY OCEAN TERMINAL SUNNY POINT AT SOUTHPORT , N.C.

MOTSU POTABLE WATER IMPROVEMENTS, PHASE II

MOTSU 18-02

DESIGN CONTRACT NO.: W912PM-16-D-0004 ; W912PM-18-F0091

DESIGN ISSUE DATE: 27 SEPTEMBER, 2018

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GENERAL NOTES

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1. SURVEY INFORMATION SHOWN HEREIN PROVIDED BY: SURVEY INFORMATION SHOWN HEREIN PROVIDED BY: GEOINNOVATION, PC 6740 NETHERLANDS DR., SUITE A WILMINGTON, NC 28405 2. WHERE DOCUMENTS ARE REFERENCED IN THE GENERAL AND DESIGN NOTES, WHERE DOCUMENTS ARE REFERENCED IN THE GENERAL AND DESIGN NOTES, THEY SHALL BE THE LATEST EDITIONS, UNLESS OTHERWISE NOTED. 3. READ DESIGN DRAWINGS IN CONJUNCTION WITH AND SEPARATELY BOUND READ DESIGN DRAWINGS IN CONJUNCTION WITH AND SEPARATELY BOUND SPECIFICATIONS ALONG WITH WITH ALL OTHER CONTRACT DOCUMENTS. 4. CONTRACTOR SHALL PROVIDE CONSTRUCTION SEQUENCING AND SCHEDULING CONTRACTOR SHALL PROVIDE CONSTRUCTION SEQUENCING AND SCHEDULING PRIOR TO PROCEEDING WORK. 5. CONTRACTOR RESPONSIBLE FOR OBTAINING SECURITY CLEARANCES FOR ALL CONTRACTOR RESPONSIBLE FOR OBTAINING SECURITY CLEARANCES FOR ALL WORKERS AND SUBCONTRACTORS. 6. ALL CONSTRUCTION AND MATERIALS INCLUDED ON THIS PROJECT SHALL BE IN ALL CONSTRUCTION AND MATERIALS INCLUDED ON THIS PROJECT SHALL BE IN ACCORDANCE WITH THE LATEST ARMY CORP OF ENGINEERS CONSTRUCTION AND MATERIAL SPECIFICATIONS, THE ENGINEERING DESIGN AND CONSTRUCTION STANDARDS OF THE ARMY CORP OF ENGINEERS AND IN ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY. WHERE CONFLICTS OCCUR IN THE ABOVE, THE ENGINEER SHALL DETERMINE THE GOVERNING AUTHORITY. 7. ANY DEFECTS IN THE CONSTRUCTION INCLUDING MATERIALS OR WORKMANSHIP ANY DEFECTS IN THE CONSTRUCTION INCLUDING MATERIALS OR WORKMANSHIP SHALL BE REPLACED OR CORRECTED BY REMOVAL AND REPLACEMENT OR OTHER APPROVED METHOD PRIOR TO ACCEPTANCE. 8. THE ARMY CORP OF ENGINEERS AND ITS ENGINEER SHALL NOT BE HELD THE ARMY CORP OF ENGINEERS AND ITS ENGINEER SHALL NOT BE HELD LIABLE FOR DAMAGES RESULTING FROM CONTRACTOR NOT COMPLYING WITH THE APPROVED PLANS OR BY USING CONSTRUCTION METHODS OR MATERIALS NOT APPROVED. 9. ALL ROAD SURFACES, EASEMENTS OR RIGHT OF WAYS DISTURBED BY ALL ROAD SURFACES, EASEMENTS OR RIGHT OF WAYS DISTURBED BY CONSTRUCTION OF ANY PART OF THIS IMPROVEMENT ARE TO BE RESTORED COMPLETELY TO THE BEFORE CONSTRUCTION CONDITION OR BETTER WHEN ORDERED BY THE ENGINEER. 10. LOCATION OF ALL UTILITIES IS APPROXIMATE. CONTRACTOR IS RESPONSIBLE LOCATION OF ALL UTILITIES IS APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING UTILITIES. 11. NOTIFY UNDERGROUND UTILITIES LOCATOR PRIOR TO ANY EXCAVATION. NOTIFY UNDERGROUND UTILITIES LOCATOR PRIOR TO ANY EXCAVATION. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL TRADES AND SUBCONTRACTORS. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS, ELEVATIONS, AND LOCATION OF ALL EXISTING CONDITIONS AND UTILITIES. 12. IF ANY CHANGE IN THE WORK SCHEDULE BECOMES NECESSARY, IT WILL BE IF ANY CHANGE IN THE WORK SCHEDULE BECOMES NECESSARY, IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER SHALL RECEIVE THEIR APPROVAL. 13. THE CONTRACTOR SHALL CONTACT THE LOCAL UTILITY LOCATING SERVICE AT THE CONTRACTOR SHALL CONTACT THE LOCAL UTILITY LOCATING SERVICE AT LEAST 72 HOURS BEFORE ANY UNDERGROUND WORK IS COMMENCED. 14. CONTRACTOR SHALL MARK ALL UTILITIES ABOVE AND BELOW GROUND. CONTRACTOR SHALL MARK ALL UTILITIES ABOVE AND BELOW GROUND. 15. THE CONTRACTOR IS ALSO TO OBTAIN A MOTSU DIG PERMIT BEFORE ANY THE CONTRACTOR IS ALSO TO OBTAIN A MOTSU DIG PERMIT BEFORE ANY DISTURBANCE OF SOIL. 16. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL PERMITS. ALL THE CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL PERMITS. ALL CONTRACTORS ARE REQUIRED TO BE REGISTERED WITH LOCAL GOVERNING AGENCIES. 17. THE MILITARY RESERVES THE RIGHT TO RESTRICT THE SITE FROM WORKERS THE MILITARY RESERVES THE RIGHT TO RESTRICT THE SITE FROM WORKERS DUE TO OPERATIONAL SAFETY CONCERNS. THIS IS EXPECTED TO OCCUR APPROXIMATELY 1-3 DAYS EVERY QUARTER. 18. ALL DISTURBED SIGNS, GUARDRAIL, MAIL, AND OR PAPER BOXES, FENCES, ALL DISTURBED SIGNS, GUARDRAIL, MAIL, AND OR PAPER BOXES, FENCES, DRIVES, DRIVE CULVERTS, LAWNS, AND OTHER STRUCTURES SHALL BE REPAIRED AND OR REPLACED TO ORIGINAL CONDITION WHETHER INDICATED ON PLANS OR NOT AS DIRECTED BY THE ENGINEER. 19. ALL DISTURBED AND/OR DAMAGED STORM SEWER PIPES, STORM SEWER ALL DISTURBED AND/OR DAMAGED STORM SEWER PIPES, STORM SEWER APPURTENANCES, WATER APPURTENANCES, SEWER APPURTENANCES, PAVEMENTS, BERMS, AND DITCHES SHALL BE REPAIRED AND/OR REPLACED AS DIRECTED BY THE ENGINEER. 20. CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY SOIL EROSION AND CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY SOIL EROSION AND SEDIMENT CONTROL. THE EROSION CONTROL MEASURES MUST BE IN PLACE BEFORE ANY OTHER CONSTRUCTION COMMENCES ON THIS SITE. CONTRACTOR SHALL, ON A DAILY BASIS, CLEAN ALL EXISTING STREETS OF MUD AND DIRT DURING THE CONSTRUCTION PHASE. 21. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AT ALL TIMES AND THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AT ALL TIMES AND SHALL BACKFILL AND GRADE EXCAVATED AREAS TO ELIMINATE PONDING ON THE SITE. 22. THE ARMY CORP OF ENGINEERS AND ENGINEER SHALL NOT BE RESPONSIBLE THE ARMY CORP OF ENGINEERS AND ENGINEER SHALL NOT BE RESPONSIBLE FOR MEANS, METHODS, PROCEDURES, TECHNIQUES, OR SEQUENCES OF CONSTRUCTION THAT ARE NOT SPECIFIED HEREIN. THE ARMY CORP OF ENGINEERS AND THE ENGINEER WILL NOT BE RESPONSIBLE FOR SAFETY ON THE WORK SITE, OR FOR FAILURE BY THE CONTRACTOR TO PERFORM WORK ACCORDING TO CONTRACT DOCUMENTS. 23. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING AT LEAST 3 THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING AT LEAST 3 WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION. 24. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS INCLUDING THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970. THE CONTRACTOR SHALL EXERCISE PRECAUTION ALWAYS FOR THE PROTECTION OF PERSONS (INCLUDING EMPLOYEES) AND PROPERTY. IT SHALL ALSO BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INITIATE, MAINTAIN AND SUPERVISE ALL SAFETY REQUIREMENTS, PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, INCLUDING THE REQUIREMENTS FOR CONFINED SPACES PER 29 CFR 1910.146. 25. THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS, PROPERTY THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS, PROPERTY CORNERS, REFERENCE POINTS, STAKES AND OTHER SURVEY REFERENCE MONUMENTS OR MARKERS. IN CASES OF WILLFUL OR CARELESS DESTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATIONS. RESETTING OF MARKERS SHALL BE PERFORMED BY A PROFESSIONAL SURVEYOR. 26. ALL TRENCHES WITHIN PUBLIC RIGHT-OF-WAY SHALL BE BACKFILLED ALL TRENCHES WITHIN PUBLIC RIGHT-OF-WAY SHALL BE BACKFILLED ACCORDING TO THE APPROVED CONSTRUCTION DRAWINGS OR SECURELY PLATED DURING NONWORKING HOURS. TRENCHES OUTSIDE THESE AREAS SHALL BE BACKFILLED OR SHALL BE PROTECTED BY APPROVED TEMPORARY FENCING OR BARRICADES DURING NONWORKING HOURS. CLEAN UP SHALL FOLLOW CLOSELY BEHIND THE TRENCHING OPERATION. 27. ALL TREES WITHIN THE CONSTRUCTION AREA NOT SPECIFICALLY DESIGNATED ALL TREES WITHIN THE CONSTRUCTION AREA NOT SPECIFICALLY DESIGNATED FOR REMOVAL SHALL BE PRESERVED, WHETHER SHOWN OR NOT SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS. TREES TO BE PRESERVED SHALL BE PROTECTED WITH HIGH VISIBILITY FENCING OR TAPE. ALL TREES TO BE REMOVED MUST BE AUTHORIZED BY THE ENGINEER AND REPLACED WITH SIMILAR TYPE AND SIZE. TREES LARGER THAN 4-INCH DBH SHALL BE REPLACED WITH A 4-INCH DBH TREE. 28. ALL PLANTS AND SHRUBS SHALL BE REMOVED AND REPLANTED OR MOVED TO ALL PLANTS AND SHRUBS SHALL BE REMOVED AND REPLANTED OR MOVED TO ANOTHER LOCATION ON PROPERTY AT OWNER'S DISCRETION. SHRUBS THAT CANNOT BE REPLANTED SHALL BE REPLACED WITH NURSERY GROWN 3 GALLON PLANTS OF SAME OR SIMILAR TYPE. CONTRACTOR IS RESPONSIBLE FOR RELOCATION OF REPLANTED PLANTS, SHRUBS. AND TREES FOR ONE YEAR. 29. ANY MODIFICATION TO THE WORK SHOWN ON DRAWINGS MUST HAVE PRIOR ANY MODIFICATION TO THE WORK SHOWN ON DRAWINGS MUST HAVE PRIOR WRITTEN APPROVAL BY THE ENGINEER. 30. TRACKING OR SPILLING MUD, DIRT OR DEBRIS UPON STREETS, RESIDENTIAL OR TRACKING OR SPILLING MUD, DIRT OR DEBRIS UPON STREETS, RESIDENTIAL OR COMMERCIAL DRIVES, SIDEWALKS OR BIKE PATHS IS PROHIBITED. ANY SUCH OCCURRENCE SHALL BE CLEANED UP IMMEDIATELY BY THE CONTRACTOR.. 31. CONTRACTOR SHALL PROVIDE PLAN TO MINIMIZE TIME USERS ARE WITHOUT CONTRACTOR SHALL PROVIDE PLAN TO MINIMIZE TIME USERS ARE WITHOUT WATER. IN GENERAL, THE FOLLOWING SEQUENCE SHALL BE DONE FOR EACH SECTION OF WATER LINE: 1) NEW LINE WITH SERVICES SHALL BE INSTALLED WITHOUT CONNECTING TO METERS, 2) LINE AND SERVICES DISINFECTED AND PRESSURE TESTED, 3) LATERALS CONNECTED TO METERS AND DISINFECTED, 4) WATER SERVICE SWITCHED TO NEW LINE, 5) OLD LINE DISCONNECTED, "KILLED" AND FILLED WITH FLOWABLE GROUT. 32. CONTRACTOR TO PROVIDE WELL POINTS IF HIGH WATER TABLE IS CONTRACTOR TO PROVIDE WELL POINTS IF HIGH WATER TABLE IS ENCOUNTERED. GROUND WATER SHALL BE PUMPED TO NEAREST DROP INLET. 33. WORK SHALL NOT BE PERFORMED DURING WET CONDITIONS. WORK SHALL NOT BE PERFORMED DURING WET CONDITIONS. 34. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SOIL EROSION AND CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SOIL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS. 35. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OSHA, NCDOT AND SAFETY CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OSHA, NCDOT AND SAFETY REQUIREMENTS. 36. ALL WASTE MATERIAL GENERATED FROM DEMOLITION ACTIVITIES SHALL BE ALL WASTE MATERIAL GENERATED FROM DEMOLITION ACTIVITIES SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE RULES AND REGULATIONS. 37. ALL SEEDING SHALL BE PERFORMED IN ACCORDANCE WITH SEPARATELY BOUND ALL SEEDING SHALL BE PERFORMED IN ACCORDANCE WITH SEPARATELY BOUND SPECIFICATIONS. 38. NEW STANDBY GENERATOR IS RESPONSIBILITY OF BEMC. CONTRACTOR SHALL NEW STANDBY GENERATOR IS RESPONSIBILITY OF BEMC. CONTRACTOR SHALL COORDINATE DELIVERY AND INSTALLATION WITH BEMC. 39. NEW BUILDINGS SHALL BE PAINTED IN ACCORDANCE WITH MOTSU COLOR NEW BUILDINGS SHALL BE PAINTED IN ACCORDANCE WITH MOTSU COLOR STANDARDS. 40. ALL PAINT COLORS SHALL MEET MOTSU REQUIREMENTS. ALL PAINT COLORS SHALL MEET MOTSU REQUIREMENTS. 41. NEW GENERATOR AND RELATED SYSTEM TO BE INSTALLED BY BEMC. NEW GENERATOR AND RELATED SYSTEM TO BE INSTALLED BY BEMC. 42. ELECTRICAL CONTRACTOR TO COORDINATE ALL WORK WITH BEMC. ELECTRICAL CONTRACTOR TO COORDINATE ALL WORK WITH BEMC. UTILITIES 43. ALL LOCATIONS OF UTILITIES ARE THE RESPONSIBILITIES OF THE CONTRACTOR. ALL LOCATIONS OF UTILITIES ARE THE RESPONSIBILITIES OF THE CONTRACTOR. 44. LOCATION, SUPPORT, PROTECTION AND RESTORATION OF ALL EXISTING UTILITIES LOCATION, SUPPORT, PROTECTION AND RESTORATION OF ALL EXISTING UTILITIES AND APPURTENANCES, WHETHER SHOWN OR NOT SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 45. WHEN UNKNOWN OR INCORRECTLY LOCATED UNDERGROUND UTILITIES ARE WHEN UNKNOWN OR INCORRECTLY LOCATED UNDERGROUND UTILITIES ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER BEFORE DISTURBING THEM. 46. CONTRACTOR SHALL FIELD STAKE LOCATIONS OF SYSTEM COMPONENTS PRIOR CONTRACTOR SHALL FIELD STAKE LOCATIONS OF SYSTEM COMPONENTS PRIOR TO INSTALLATION. EXISTING INVERTS SHALL BE VERIFIED AT THIS TIME TO ENSURE MINIMUM SLOPES ARE PROVIDED. 47. CONTRACTOR TO COORDINATE WITH BEMC REGARDING ALL ELECTRICAL WORK. CONTRACTOR TO COORDINATE WITH BEMC REGARDING ALL ELECTRICAL WORK. TRAFFIC CONTROL 48. TRAFFIC CONTROL SHALL BE FURNISHED, ERECTED, MAINTAINED, AND REMOVED TRAFFIC CONTROL SHALL BE FURNISHED, ERECTED, MAINTAINED, AND REMOVED BY THE CONTRACTOR. 49. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS ALONG THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS ALONG THE MAIN ACCESS ROAD AT ALL TIMES. 50. LANE CLOSURES ARE NOT PERMISSIBLE DURING THE COURSE OF THE PROJECT LANE CLOSURES ARE NOT PERMISSIBLE DURING THE COURSE OF THE PROJECT UNLESS APPROVED BY THE SITE OWNER 48 HOURS IN ADVANCE OF LANE CLOSURE. WATER LINE 51. ALL WATER LINE MATERIALS SHALL BE PROVIDED AND INSTALLED ACCORDING ALL WATER LINE MATERIALS SHALL BE PROVIDED AND INSTALLED ACCORDING TO THE SPECIFICATIONS. 52. EXISTING WATER LINES TO BE REMOVED MAY CONTAIN ASBESTOS CEMENT. EXISTING WATER LINES TO BE REMOVED MAY CONTAIN ASBESTOS CEMENT. USE OF FIRE HYDRANTS 53. THE CONTRACTOR SHALL MAKE PROPER ARRANGEMENTS WITH THE ARMY CORP THE CONTRACTOR SHALL MAKE PROPER ARRANGEMENTS WITH THE ARMY CORP OF ENGINEERS FOR THE USE OF FIRE HYDRANTS WHEN USED FOR WORK PERFORMED UNDER THIS CONTRACT. CONTRACTOR IS RESPONSIBLE FOR THE COST OF WATER. FIRE HYDRANT CONNECTIONS MUST BE MAINTAINED DURING CONSTRUCTION. TESTING AND INSPECTIONS 54. THE CONTRACTOR SHALL ARRANGE FOR THE FOLLOWING ITEMS TO BE THE CONTRACTOR SHALL ARRANGE FOR THE FOLLOWING ITEMS TO BE INSPECTED AND/OR TESTED BY AN INDEPENDENT THIRD-PARTY INSPECTION/TESTING AGENCY ACCEPTABLE TO THE OWNER AND CONSULTANT. COPIES OF ALL TESTING REPORTS SHALL BE FORWARDED TO THE OWNER AND CONSULTANT ON THE SAME DAYS TESTS ARE MADE. THE ITEMS TO BE TESTED SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: GEOTECHNICAL: PERFORM ALL TESTING AND INSPECTIONS (COMPACTION AND SUBGRADE ALL TESTING AND INSPECTIONS (COMPACTION AND SUBGRADE ALL TESTING AND INSPECTIONS (COMPACTION AND SUBGRADE TESTING AND INSPECTIONS (COMPACTION AND SUBGRADE TESTING AND INSPECTIONS (COMPACTION AND SUBGRADE AND INSPECTIONS (COMPACTION AND SUBGRADE AND INSPECTIONS (COMPACTION AND SUBGRADE INSPECTIONS (COMPACTION AND SUBGRADE INSPECTIONS (COMPACTION AND SUBGRADE (COMPACTION AND SUBGRADE (COMPACTION AND SUBGRADE AND SUBGRADE AND SUBGRADE SUBGRADE SUBGRADE PREPARATION, ETC.) AS PER REQUIREMENTS OF THE DRAWINGS AND THE ETC.) AS PER REQUIREMENTS OF THE DRAWINGS AND THE ETC.) AS PER REQUIREMENTS OF THE DRAWINGS AND THE AS PER REQUIREMENTS OF THE DRAWINGS AND THE AS PER REQUIREMENTS OF THE DRAWINGS AND THE PER REQUIREMENTS OF THE DRAWINGS AND THE PER REQUIREMENTS OF THE DRAWINGS AND THE REQUIREMENTS OF THE DRAWINGS AND THE REQUIREMENTS OF THE DRAWINGS AND THE OF THE DRAWINGS AND THE OF THE DRAWINGS AND THE THE DRAWINGS AND THE THE DRAWINGS AND THE DRAWINGS AND THE DRAWINGS AND THE AND THE AND THE THE THE GEOTECHNICAL REPORT. CONCRETE: CONCRETE SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF IN ACCORDANCE WITH THE REQUIREMENTS OF IN ACCORDANCE WITH THE REQUIREMENTS OF ACCORDANCE WITH THE REQUIREMENTS OF ACCORDANCE WITH THE REQUIREMENTS OF WITH THE REQUIREMENTS OF WITH THE REQUIREMENTS OF THE REQUIREMENTS OF THE REQUIREMENTS OF REQUIREMENTS OF REQUIREMENTS OF OF OF ASTM C39, INCLUDING THE REQUIREMENTS FOR AIR, SLUMP, AND AGE PRIOR C39, INCLUDING THE REQUIREMENTS FOR AIR, SLUMP, AND AGE PRIOR C39, INCLUDING THE REQUIREMENTS FOR AIR, SLUMP, AND AGE PRIOR INCLUDING THE REQUIREMENTS FOR AIR, SLUMP, AND AGE PRIOR INCLUDING THE REQUIREMENTS FOR AIR, SLUMP, AND AGE PRIOR THE REQUIREMENTS FOR AIR, SLUMP, AND AGE PRIOR THE REQUIREMENTS FOR AIR, SLUMP, AND AGE PRIOR REQUIREMENTS FOR AIR, SLUMP, AND AGE PRIOR REQUIREMENTS FOR AIR, SLUMP, AND AGE PRIOR FOR AIR, SLUMP, AND AGE PRIOR FOR AIR, SLUMP, AND AGE PRIOR AIR, SLUMP, AND AGE PRIOR AIR, SLUMP, AND AGE PRIOR SLUMP, AND AGE PRIOR SLUMP, AND AGE PRIOR AND AGE PRIOR AND AGE PRIOR AGE PRIOR AGE PRIOR PRIOR PRIOR TO BEING USED. CONTRACTOR SHALL MAINTAIN RECORDS OF POUR DATES, BEING USED. CONTRACTOR SHALL MAINTAIN RECORDS OF POUR DATES, BEING USED. CONTRACTOR SHALL MAINTAIN RECORDS OF POUR DATES, USED. CONTRACTOR SHALL MAINTAIN RECORDS OF POUR DATES, USED. CONTRACTOR SHALL MAINTAIN RECORDS OF POUR DATES, CONTRACTOR SHALL MAINTAIN RECORDS OF POUR DATES, CONTRACTOR SHALL MAINTAIN RECORDS OF POUR DATES, CONTRACTOR SHALL MAINTAIN RECORDS OF POUR DATES, SHALL MAINTAIN RECORDS OF POUR DATES, SHALL MAINTAIN RECORDS OF POUR DATES, MAINTAIN RECORDS OF POUR DATES, MAINTAIN RECORDS OF POUR DATES, RECORDS OF POUR DATES, RECORDS OF POUR DATES, OF POUR DATES, OF POUR DATES, POUR DATES, POUR DATES, DATES, DATES, TESTS PERFORMED, CLASS OF CONCRETE USED, AND TEST RESULTS FOR ALL PERFORMED, CLASS OF CONCRETE USED, AND TEST RESULTS FOR ALL PERFORMED, CLASS OF CONCRETE USED, AND TEST RESULTS FOR ALL CLASS OF CONCRETE USED, AND TEST RESULTS FOR ALL CLASS OF CONCRETE USED, AND TEST RESULTS FOR ALL OF CONCRETE USED, AND TEST RESULTS FOR ALL OF CONCRETE USED, AND TEST RESULTS FOR ALL CONCRETE USED, AND TEST RESULTS FOR ALL CONCRETE USED, AND TEST RESULTS FOR ALL USED, AND TEST RESULTS FOR ALL USED, AND TEST RESULTS FOR ALL AND TEST RESULTS FOR ALL AND TEST RESULTS FOR ALL TEST RESULTS FOR ALL TEST RESULTS FOR ALL RESULTS FOR ALL RESULTS FOR ALL FOR ALL FOR ALL ALL ALL ITEMS POURED. RESULTS OF CYLINDER STRENGTH TESTING SHALL BE SENT POURED. RESULTS OF CYLINDER STRENGTH TESTING SHALL BE SENT POURED. RESULTS OF CYLINDER STRENGTH TESTING SHALL BE SENT RESULTS OF CYLINDER STRENGTH TESTING SHALL BE SENT RESULTS OF CYLINDER STRENGTH TESTING SHALL BE SENT RESULTS OF CYLINDER STRENGTH TESTING SHALL BE SENT OF CYLINDER STRENGTH TESTING SHALL BE SENT OF CYLINDER STRENGTH TESTING SHALL BE SENT CYLINDER STRENGTH TESTING SHALL BE SENT CYLINDER STRENGTH TESTING SHALL BE SENT STRENGTH TESTING SHALL BE SENT STRENGTH TESTING SHALL BE SENT TESTING SHALL BE SENT TESTING SHALL BE SENT SHALL BE SENT SHALL BE SENT BE SENT BE SENT SENT SENT TO OWNER AND CONSULTANT. ALL MIX DESIGNS TO BE REVIEWED BY TESTING OWNER AND CONSULTANT. ALL MIX DESIGNS TO BE REVIEWED BY TESTING OWNER AND CONSULTANT. ALL MIX DESIGNS TO BE REVIEWED BY TESTING AND CONSULTANT. ALL MIX DESIGNS TO BE REVIEWED BY TESTING AND CONSULTANT. ALL MIX DESIGNS TO BE REVIEWED BY TESTING CONSULTANT. ALL MIX DESIGNS TO BE REVIEWED BY TESTING CONSULTANT. ALL MIX DESIGNS TO BE REVIEWED BY TESTING ALL MIX DESIGNS TO BE REVIEWED BY TESTING ALL MIX DESIGNS TO BE REVIEWED BY TESTING ALL MIX DESIGNS TO BE REVIEWED BY TESTING MIX DESIGNS TO BE REVIEWED BY TESTING MIX DESIGNS TO BE REVIEWED BY TESTING DESIGNS TO BE REVIEWED BY TESTING DESIGNS TO BE REVIEWED BY TESTING TO BE REVIEWED BY TESTING TO BE REVIEWED BY TESTING BE REVIEWED BY TESTING BE REVIEWED BY TESTING REVIEWED BY TESTING REVIEWED BY TESTING BY TESTING BY TESTING TESTING TESTING AGENCY. REINFORCING STEEL: INSPECTION OF REBAR PLACEMENT, SIZES AND CONFORMANCE WITH REVIEWED OF REBAR PLACEMENT, SIZES AND CONFORMANCE WITH REVIEWED OF REBAR PLACEMENT, SIZES AND CONFORMANCE WITH REVIEWED REBAR PLACEMENT, SIZES AND CONFORMANCE WITH REVIEWED REBAR PLACEMENT, SIZES AND CONFORMANCE WITH REVIEWED PLACEMENT, SIZES AND CONFORMANCE WITH REVIEWED PLACEMENT, SIZES AND CONFORMANCE WITH REVIEWED SIZES AND CONFORMANCE WITH REVIEWED SIZES AND CONFORMANCE WITH REVIEWED AND CONFORMANCE WITH REVIEWED AND CONFORMANCE WITH REVIEWED CONFORMANCE WITH REVIEWED CONFORMANCE WITH REVIEWED WITH REVIEWED WITH REVIEWED REVIEWED REVIEWED SHOP DRAWINGS SHALL BE MADE BY AN INSPECTION AGENCY. CONTRACTOR DRAWINGS SHALL BE MADE BY AN INSPECTION AGENCY. CONTRACTOR DRAWINGS SHALL BE MADE BY AN INSPECTION AGENCY. CONTRACTOR SHALL BE MADE BY AN INSPECTION AGENCY. CONTRACTOR SHALL BE MADE BY AN INSPECTION AGENCY. CONTRACTOR BE MADE BY AN INSPECTION AGENCY. CONTRACTOR BE MADE BY AN INSPECTION AGENCY. CONTRACTOR MADE BY AN INSPECTION AGENCY. CONTRACTOR MADE BY AN INSPECTION AGENCY. CONTRACTOR BY AN INSPECTION AGENCY. CONTRACTOR BY AN INSPECTION AGENCY. CONTRACTOR AN INSPECTION AGENCY. CONTRACTOR AN INSPECTION AGENCY. CONTRACTOR INSPECTION AGENCY. CONTRACTOR INSPECTION AGENCY. CONTRACTOR AGENCY. CONTRACTOR AGENCY. CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR SHALL ADDITIONALLY ADVISE CONSULTANT OF MAIN PLANNED POURS, AT LEAST ADDITIONALLY ADVISE CONSULTANT OF MAIN PLANNED POURS, AT LEAST ADDITIONALLY ADVISE CONSULTANT OF MAIN PLANNED POURS, AT LEAST ADVISE CONSULTANT OF MAIN PLANNED POURS, AT LEAST ADVISE CONSULTANT OF MAIN PLANNED POURS, AT LEAST CONSULTANT OF MAIN PLANNED POURS, AT LEAST CONSULTANT OF MAIN PLANNED POURS, AT LEAST OF MAIN PLANNED POURS, AT LEAST OF MAIN PLANNED POURS, AT LEAST MAIN PLANNED POURS, AT LEAST MAIN PLANNED POURS, AT LEAST PLANNED POURS, AT LEAST PLANNED POURS, AT LEAST POURS, AT LEAST POURS, AT LEAST AT LEAST AT LEAST LEAST LEAST 24 HOURS PRIOR TO CONCRETE PLACEMENT.

7/30/2019

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ZONE 1: 30' RIPARIAN BUFFER

ZONE 2: 20' RIPARIAN BUFFER

MARSH

EXISTING WATER BODY

PROPOSED WATER BODY

EXISTING

BUILDINGS/STRUCTURES

PROPOSED

BUILDINGS/STRUCTURES

LANDSCAPE BUFFER

BUFFER 1

BUFFER 2

SAND

CONCRETE

GRAVEL

NATURAL GROUND

COMPACTED FILL

NTSC-102

STANDARD SECTION A

C-102

WOOD

BLOW OFF

ASSEMBLY

HUB DRAIN

FLOOR DRAIN

FLOOR SINK

DRAIN TRAP

CHANGE IN PIPING MATERIAL

DIAMETER OR ROUND

SQUARE

ANGLE

SLUICE GATE

BACKWATER VALVE

BACKFLOW PREVENTOR

FIRE HYDRANT

YARD HYDRANT

UTILITY POLE

MAN HOLE

CLEAN OUT

ME-10

SECTION IDENTIFICATION

DETAIL IDENTIFICATION

NTSD-102

STANDARD DETAIL 4

REVISION IDENTIFICATION

LANDSCAPING NUMBER

(SEE LANDSCAPING SCHEDULE)

S&EC LEGENDHATCH LEGEND

D-102

SLIDE GATE/STOP GATE

FLUSHING CONNECTION

HOSE BIBB

BALL CHECK VALVE

BALL VALVE

DIAPHRAGM VALVE

PINCH VALVE

CHECK VALVE

PLUG VALVE

BUTTERFLY VALVE

GATE VALVE

GLOBE VALVE

EQUIPMENT NUMBER

(SEE EQUIPMENT SCHEDULE)

QUICK DISCONNECT FITTING

WALL PENETRATION

PRESSURE REGULATING VALVE

BACK-PRESSURE VALVE

TEMPERATURE CONTROL (T) OR

SOLENOID VALVE (S)

ELECTRIC (E) OR PNEUMATIC (P)

MOTOR CONTROLLED VALVE

3 WAY MULTIPORT VALVE

4 WAY MULTIPORT VALVE

FLOAT OPERATED VALVE

GATE VALVE

PRESSURE RELIEF VALVE

ANGLE VALVE

EXPANSION JOINT

REDUCER

FLANGED ADAPTER COUPLING

PVC OR SPECIFIED FITTING

WELDED FITTING

FLANGED FITTING

PIPE SUPPORT

UNION

PLUGGED OR CAPPED END

G PRESSURE GAUGE

PRESSURE GAUGE WITH

DIAPHRAGM SEAL

S PRESSURE SWITCH

PRESSURE SWITCH WITH

DIAPHRAGM SEAL

M METER

PIPE SUPPORT

T ROOM THERMOSTAT

X X X

N 82°56'67" W

XXX

CHECK DAM

LEVEL SPREADER

TEMPORARY FABRIC INLET

PROTECTION

TEMPORARY BLOCK & GRAVEL

INLET PROTECTION

SKIMMER BASIN

TEMPORARY SEDIMENT TRAP

TREE PRESERVATION

FLANGED FITTING

TEMPORARY DIVERSION

RIPRAP CHANNEL

GRASS CHANNEL WITH

TEMPORARY LINER

TEMPORARY SLOPE DRAIN

ENERGY DISSIPATOR

INLET PROTECTION

SILT FENCE

LINE AND SYMBOL LEGEND

PIPE SIZE, FLUID

ABBREVIATION, AND

TYPE OF PIPE

24"-PVC-W

PIPING LEGEND

WETLANDS

VEGETATIVE BUFFER

WATER LEVEL

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READY FOR ADVERTISEMENT

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G-II-102

BUILDINGS TO BE DEMOLISHED

7/30/

AutoCAD SHX Text

DESCRIPTION

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AutoCAD SHX Text A

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MARK

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DATE

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

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TSD

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SECTION LETTER

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DIRECTION OF VIEW

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DRAWING ON WHICH SECTION APPEARS

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SECTION LETTER

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DRAWING ON WHICH SECTION APPEARS

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SCALE

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DETAIL NUMBER

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DRAWING ON WHICH DETAIL APPEARS

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DETAIL NUMBER

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DRAWING ON WHICH DETAIL APPEARS

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SCALE

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ITEM REMOVED

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ITEM ADDED

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FIELD ADJUSTED LOCATION

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PRODUCTS BY EQUAL MANUFACTURER

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AREA TO BE REVISED

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REVISION NUMBER

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STANDARD DETAIL 4

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INDEX CONTOUR

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INTERMEDIATE CONTOUR

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WETLANDS LINE

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75' AEC (AREA OF ENVIRONMENTAL CONCERN)

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CAMA/MARSH LINE

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EXISTING ADJACENT PROPERTY LINE

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EXISTING FENCE

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EXISTING TREELINE

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EXISTING DRIVE OR ROAD

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EXISTING WATER FEATURE

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EXISTING SANITARY SEWER

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EXISTING FIBER OPTIC CABLE

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EXISTING WATER LINE

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EXISTING RIGHT OF WAY

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EXISTING OVERHEAD TELEPHONE LINE

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EXISTING OVERHEAD ELECTRICAL LINE

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PROPOSED SANITARY SEWER

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PROPOSED WATER LINE

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PROPOSED INTERMEDIATE CONTOUR

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PROPOSED INDEX CONTOUR

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PROPOSED LOT LINES

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PROPOSED FENCE

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PROPOSED RIGHT OF WAY

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PROPOSED DRAIN FIELD (SEPTIC) AREA

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PROPOSED EASEMENT

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PROPOSED BUILDING SETBACK

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PROPOSED LIMITS OF DISTURBANCE

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SPOT ELEVATION

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SOIL BORING

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NCGS STATION

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SET MAG NAIL

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SET REBAR/CAP

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EIP/BENT-SET REBAR

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EXISTING IRON ROD

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EXISTING GEAR

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EXISTING IRON PIPE

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EXISTING IRON PIPE 3"/SET REBAR

AutoCAD SHX Text 6.77

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PROPOSED PHASE LINE

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EXISTING FLOODWAY

AutoCAD SHX Text

EXISTING TRAIN TRACKS

AutoCAD SHX Text

EXISTING EASEMENT

AutoCAD SHX Text

PROPOSED UNDERGROUND TELEPHONE LINE

PROPOSED UNDERGROUND ELECTRICAL LINE

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A AIR

AB ANCHOR BOLT

ABBR. ABBREVIATION

ABS ABSOLUTE TEMPERATURE

AC ACTIVATED CARBON, ASPHALTIC CONCRETE, OR ALTERNATING CURRENT

AC. ACRE

A/C AIR CONDITIONING

ACOUS. ACOUSTIC OR ACOUSTICAL

ACP ASPHALTIC CONCRETE PAVEMENT OR ASBESTOS CEMENT PIPE

ADJ. ADJUSTABLE

AER. AERATION

AL. ALUMINUM OR ALUM

ALLOW. ALLOWANCE/ALLOWABLE

ALT. ALTERNATE

ALUM. ALUMINUM

AMB. AMBIENT

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE (FORMERLY ASA)

API AMERICAN PETROLEUM INSTITUTE

APPD. APPROVED

APPROX. APPROXIMATE

ARCH. ARCHITECTURAL

ASA AMERICAN STANDARDS ASSOCIATION (NOW ANSI)

ASB. ASBESTOS

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS

ASPH. ASPHALT

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

ASSY. ASSEMBLY

AT ACOUSTICAL TILE OR ASPHALT TILE

ATM. ATMOSPHERE

AVAR AIR VACUUM AND AIR RELEASE VALVE

AWWA AMERICAN WATER WORKS ASSOCIATION

BC BEGIN CURVE, BOLT CIRCLE, OR BETWEEN CENTERS

BCR BEGIN CURB RETURN

BD BOARD

BF BLIND FLANGE

BFE BOTTOM OF FOOTING ELEVATION

BFP BACK FLOW PREVENTER

BFV BUTTERFLY VALVE

BHP BRAKE HORSEPOWER

BITUM. BITUMINOUS

BL BUILDING LINE

BLDG. BUILDING

BLD. FLG. BLIND FLANGE

BLK. BLACK OR BLOCK

BLKG. BLOCKING

BM BEAM OR BENCH MARK

BO BLOW-OFF ASSEMBLY

BOD BIOCHEMICAL OXYGEN DEMAND

BOT. BOTTOM

BPV BACK PRESSURE VALVE

BRK. BRICK

BRZ. BRONZE

B & S BELL AND SPIGOT

BSMT. BASEMENT

BTU BRITISH THERMAL UNIT

BV BALL VALVE

BVC BEGIN VERTICAL CURVE

BWV BACK WATER VALVE

C CENTIGRADE

CAB. CABINET

CAP. CAPACITY

CB CATCH BASIN OR CHALK BOARD

CC CENTER TO CENTER

CD CEILING DIFFUSER

CEM. CEMENT

CER. CERAMIC

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CHEM. CHEMICAL

CHKD. PL. CHECKERED PLATE

CI CAST IRON

CJ CONSTRUCTION JOINT

CL CHLORINE GAS, CHLORINATOR, CHAIN LINK, CLEARANCE,

OR CENTERLINE

CL2 CHLORINE

CLG. CEILING

CLOS. CLOSET

CLR. CLEAR

CM CENTIMETER

CML & C CEMENT MORTAR LINED AND COATED

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

COL. COLUMN

CONC. CONCRETE OR CONCENTRIC

COND. CONDENSER OR CONDENSATE

CONN. CONNECTION

CONSTR. CONSTRUCTION OR CONSTRUCT

CONT. CONTINUED OR CONTINUOUS

CONTR. CONTRACTOR

COMP. COMPRESSOR

CORR. CORRIDOR

COTG CLEAN-OUT TO GRADE

CPLG. COUPLING

CP CONCRETE PLANK

CRS. COURSE

CS CAUSTIC SODA OR CAST STEEL

CT CERAMIC TILE

CTJ CONTROL JOINT

CTSK. COUNTERSUNK

CTR. CENTER

CU COPPER OR CUBIC

CU. FT. CUBIC FEET

CU. IN. CUBIC INCHES

CU. YD. CUBIC YARD

CYL. CYLINDER

CV CHECK VALVE

d PENNY

DBL. DOUBLE

DC DIRECT CURRENT

DET. DETAIL

DF DRINKING FOUNTAIN OR DOUGLAS FIR

DG DOOR GRILLE

DI DUCTILE IRON

DIA. DIAMETER

DIAG. DIAGONAL

DIAPH. DIAPHRAGM

DIM. DIMENSION

DIP DUCTILE IRON PIPE

DISCH. DISCHARGE

DISP. DISPENSER

DIST. DISTRIBUTION

DJ DOUBLE JOIST

DL DEAD LOAD

DN DOWN OR DECANT

DO DISSOLVED OXYGEN

DR DOOR OR DRAIN

DS DRENCH SHOWER AND EYE WASH

DWG. DRAWING

DIFF. DIFFUSER OR DIFFERENTIAL

E EAST

EA. EACH

EB EXPANSION BOLT OR ANCHOR

EC END CURVE

ECC. ECCENTRIC

ECR END CURB RETURN

EF EACH FACE OR EXHAUST FAN

EFF. EFFLUENT

EG EXHAUST GRILLE

EL. ELEVATION

ELEC. ELECTRICAL OR ELECTRONIC

ENG. ENGINE

ENGR. ENGINEER

ENT. ENTRANCE

EPT ETHYLENE PROPYLENE

EQ. EQUAL

EQUIP. EQUIPMENT

EVAP. EVAPORATOR

EVC END VERTICAL CURVE

EW EACH WAY OR EYE WASH

EXH. EXHAUST

EX.-HY. EXTRA HEAVY

EXIST. EXISTING

EXP. JT. EXPANSION JOINT

EXT. EXTERIOR OR EXTENSION

EXTR. EXTRUDED

F FAHRENHEIT OR FINISH

FABR. FABRICATION, FABRICATE OR FABRICATED

FAI FRESH AIR INTAKE

FB FLAT BAR, FLOOR BEAM OR FIELD BOOK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDR FEEDER

FE FIRE EXTINGUISHER OR FINAL EFFLUENT

FF FLAT FACE OR FAR FACE

FFE FINISH FLOOR ELEVATION

F TO F FACE TO FACE

FG FINISH GRADE

FH FIRE HYDRANT

FIG. FIGURE

FIN. FINISHED

FL FLOWLINE OR FLOOR

FLEX. FLEXIBLE

FLOCC. FLOCCULATOR OR FLOCCULATION

FLG. FLANGE OR FLOORING

FLGD. FLANGED

FLUOR. FLUORESCENT

FLR. FLOOR

FM FACTORY MUTUAL (LAB. APPROVED)

FMH FLEXIBLE METAL HOSE

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STUDS

FOW FACE OF WALL

FPC FLEXIBLE PIPE COUPLING

FPM FEET PER MINUTE

FPS FEET PER SECOND

FR FRAME

FRP FIBERGLASS REINFORCED PLASTIC

FS FAR SIDE, FLOOR SINK, FINISHED SURFACE, FORGED STEEL,

FROTH SPRAY, OR FACTOR OF SAFETY

FT. FEET OR FOOT

FT.LB FOOT-POUND

FTG. FOOTING

FUT. FUTURE

GA. GAGE OR GAUGE

GAL. GALLON

GALV. GALVANIZED

GC GENERAL CONTRACTOR

GEN. GENERAL OR GENERATOR

GFA GROOVED FLANGE ADAPTER

GI GALVANIZED IRON

GL GLASS

GL/BM GLUE LAMINATED BEAM

H/B HOSE BIBB

HDR. HEADER

HDW. HARDWARE

HEX. HEXAGONAL

Hg MERCURY

HGR. HANGER

HGT. HEIGHT

HM HOLLOW METAL

HORIZ. HORIZONTAL

HP HORSEPOWER OR HIGH PRESSURE

H/P HIGH POINT

HR HEATING RETURN OR HOUR

HTG. HEATING

HTR. HEATER

H & V HEATING AND VENTILATING

HVAC HEATING, VENTILATING, AND AIR CONDITIONING

HWL HIGH/WATER LEVEL

HWD HARDWOOD

HWO HANDWHEEL OPERATED

HV HORIZONTAL AND VERTICAL CONTROL POINT

HYD. HYDRAULIC OR HYDRANT

ID INSIDE DIAMETER

IF INSIDE FACE

IN. INCH

INFL. INFLUENT

IN.LB INCH-POUND

INSL. INSULATION OR INSULATED

INSTR. INSTRUMENT

INT. INTERIOR

INV. INVERT ELEVATION

IP IRON PIPE

IPS IRON PIPE SIZE

IRRG. IRRIGATION

J JOIST

JB JUNCTION BOX

JAN. JANITOR

JT. JOINT

K KELVIN, KILO, OR KARAT

KG KILOGRAM

KM KILOMETER

KV KILOVOLT

KW KILOWATT

KWH KILOWATT HOUR

L/P LOW POINT

L LITER OR LENGTH

LAB. LABORATORY

LAM. LAMINATED

LAV. LAVATORY

LB POUND

LDG. LANDING

LEV. LEVEL

LG. LENGTH OR LONG

LT. LEFT

LWL LOW WATER LEVEL

LWR. LOWER

M METER OR MALE (PIPE THREAD)

MAG. MAGNETIC

MAN. MANUAL

MACH. MACHINE

MAINT. MAINTENANCE

MATL. MATERIAL

MAX. MAXIMUM

MCC MOTOR CONTROL CENTER

MECH. MECHANICAL

MED. MEDIUM

MEMB. MEMBRANE

MFR. MANUFACTURER

MFR'D. MANUFACTURED

MGD MILLION GALLONS PER DAY

MH MANHOLE

MI MALLEABLE IRON

MICRON. 1/1,000,000 METER

MIL. MILITARY, 1/1,000 INCH

MIN. MINIMUM OR MINUTE

MIR. MIRROR

MISC. MISCELLANEOUS

MK. MARK

MO MOTOR OPERATED OR MASONRY OPENING

MOD. MODEL

MS MOP SINK

MTC MECHANICAL-TYPE COUPLING

MTD. MOUNTED

MTG. MOUNTING

MTL. MATERIAL OR METAL

MTR. MOTOR

N NORTH

NBS NATIONAL BUREAU OF STANDARDS

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NF NEAR FACE

NIC NOT IN CONTACT

NO NORMALLY OPEN

No. NUMBER

NOM. NOMINAL

NPS NOMINAL PIPE SIZE (FORMERLY IPS)

NPT NATIONAL PIPE THREAD

NPW NON POTABLE WATER

NRS NON-RISING STEM

NS NEAR SIDE

NTS NOT TO SCALE

OC OVER-CRASSING OR ON CENTER

OD OUTSIDE DIAMETER OR OVERALL DIMENSION

OF OVERFLOW OR OUTSIDE FACE

OFF. OFFICE

OH OVER HEAD

OPER. OPERATOR OR OPERATING

OPNG. OPENING

OS & Y OUTSIDE SCREW AND YOKE

OWG OIL, WATER, GAS

OZ OUNCE

P POLE OR PAGE

PC PRIMARY CLARIFIER OR PORTLAND CEMENT

PCF POUNDS PER CUBIC FOOT

PCOTG PRESSURE CLEANOUT TO GRADE

PE PLANT EFFLUENT, POLYELECTROLYTE OR POLYMER

PERF. PERFORATED

PG PRESSURE GAGE

pH HYDROGEN ION CONCENTRATION

PI PLANT INFLUENT OR POINT OF INTERSECTION

PL PLATE, PROPERTY LINE OR PLACE

PLAS. PLASTER OR PLASTIC

PNEU. PNEUMATIC

PP POWER POLE

PLT PLANT

PPD POUNDS PER DAY

PPH POUNDS PER HOUR

PPM PARTS PER MILLION

PR. PAIR

PRESS. PRESSURE

PS PRESSURE SWITCH

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH ABSOLUTE

PSIG POUNDS PER SQUARE INCH GAUGE

PTDF PRESSURE TREATED DOUGLAS FIR

PTN. PARTITION

PV PLUG VALVE

PVC POLYVINYL CHLORIDE

PVMT. PAVEMENT

R RADIUS, RISER, RETURN, OR RATE OF SLOPE

RAG RETURN AIR GRILLE

RC REINFORCED CONCRETE

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN, ROUND, OR ROAD

RDWD. REDWOOD

RECIRC. RECIRCULATED

RED. REDUCER OR REDUCING

REF. REFERENCE OR REFER

REG. REGULATING

REIN. REINFORCE OR REINFORCED

RE.-STL. REINFORCING STEEL

REQD. REQUIRED

RESIL. RESILENT

REV. REVISION

RFG ROOFING

RF ROOF OR RAISED FACE

RM. ROOM

RND. ROUND

RO ROUGH OPENING

RPM REVOLUTIONS PER MINUTE OR REINFORCED PLASTIC

MORTAR

RR. RAILROAD

RS RISING STEM

RT. RIGHT

RTP REINFORCED THERMOSETTING PLASTIC

R/W RIGHT OF WAY

RWL RAINWATER LEADER

SPECS. SPECIFICATIONS

SQ. SQUARE

SQ. FT. SQUARE FOOT

SS SANITARY SEWER OR SERVICE SINK

SST STAINLESS STEEL

SSU SECONDS SAYBOLT UNIVERSAL

STA. STATION

STC SLEEVE-TYPE COUPLING

STD. STANDARD

STL. STEEL

STN. STAINLESS

STRUCT. STRUCTURAL OR STRUCTURE

SUCT. SUCTION

SUP. SUPPLY

SUR. SURFACE

SV SOLENOID VALVE

SW. SWITCH

SWR SIDEWALL REGISTER

SYM. SYMMETRICAL OR SYMBOL

SYS. SYSTEM

T THERMOSTAT, TREAD OF STAIR, TOP, OR

TANGENT

TB TACK BOARD

T & B TOP AND BOTTOM

TBE THREAD BOTH ENDS

TBM TEMPORARY BENCH MARK

TC TOP OF CURB

TEMP. TEMPERATURE OR TEMPORARY

T & G TONGUE AND GROOVE

THK. THICK OR THICKNESS

THR. THRESHOLD

THR'D. THREADED

THRU THROUGH

TK. TANK

TOE THREAD ONE END

TOL. TOILET

TP TELEPHONE POLE OR TELEGRAPH POLE

TRANS. TRANSITION OR TRANSMITTER

TSB TOP SET BASE

TV THERMOSTATIC VALVE

TW TOP OF WALL OR THERMOMETER WELL

TYP. TYPICAL

UB UNION BONNET

UC UNDER-CROSSING

UG. UNDERGROUND

UGC UNDERGROUND CONDUIT

UH UNIT HEATER

UL UNDERWRITERS LABORATORIES

UNFIN. UNFINISHED

UR. URINAL

UTIL. UTILITY

V VACUUM, VALVE, VERTICAL, VENT, VOLT, OR

VOLUME

VAR. VARIES OR VARIABLE

VCP VITRIFIED CLAY PIPE

VEL. VELOCITY

VERT. VERTICAL

VOL. VOLUME

VTC VENT TO CEILING

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

XS EXTRA STRONG

XXS DOUBLE EXTRA STRONG

YD. YARD

YR. YEAR

Z ZERO OR ZONE

ZN ZINC

S SOUTH, SCUM, SINK, SECOND, OR SLOPE

SAN. SANITARY

SA. SAMPLE

SBR STYRENE BUTADENE (RUBBER)

SC SPARE CHEMICAL OR SECONDARY CLARIFIER

SCD SCREWED

SCFM STANDARD CUBIC FEET PER MINUTE

SCH. SCHEDULE

SDR STORM DRAINS

SEC. SECONDARY

SECT. SECTION

SER. SERIES

SERV. SERVICE

SETT. SETTLING

SEW. SEWER

SH. SHOWER OR SHELF

SHT. SHEET

SIM. SIMILAR

SL. SLUDGE OR SLOPE

SP STATIC PRESSURE

GLV GLOBE VALVE

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GR. GRADE

GR. BRK. GRADE BREAK OR GRADE CHANGE

GRTG. GRATING

GV GATE VALVE

GYP. GYPSUM

ABBREVIATIONS

A AERATION

BD BOTTOM DRAIN

BP BYPASS

BW FILTER BACKWASH

DN DECANT

DR DRAIN WATER

DSL DIGESTED SLUDGE

EW EQUIPMENT WATER

FE FINAL EFFLUENT

FM FORCE MAIN

G GRIT

IE INTERMEDIATE EFFLUENT

LA LIQUID ALUM

ML MIXED LIQUOR

PEC POLYMER - CATIONIC

PEF PRIMARY EFFLUENT

PI PLANT INFLUENT

PO PLANT OVERFLOW

PW POTABLE WATER

RAS RETURN ACTIVATED SLUDGE

RSL RAW SLUDGE

RW RAW WATER

REW REUSE WATER

S SCUM

SB SUBSTRATE

SDR STORM DRAIN

SE SECONDARY EFFLUENT

SS SANITARY SEWER

SU STRUCTURE UNDERDRAIN

SUC STRUCTURE UNDERDRAIN COLLECTOR

TSL THICKENED SLUDGE

UW UTILITY WATER (NON-POTABLE WATER)

WAS WASTE ACTIVATED SLUDGE

TWAS THICKENED WASTE ACTIVATED SLUDGE

FLUIDS

CI CAST IRON

DIP DUCTILE IRON PIPE

HDPE HIGH DENSITY POLYETHYLENE

PVC POLYVINYL CHLORIDE

PE POLYETHYLENE

SS STANLESS STEEL

PIPES

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DESCRIPTION

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AutoCAD SHX Text A

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MARK

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DATE

AutoCAD SHX Text B

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FHFH

US Army Corps of Engineers

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G-II-104

GRAPHIC SCALE: 1" = 30'

0 15 30 60

GRAPHIC SCALE: 1" = 30'

0 15 30 60

GRAPHIC SCALE: 1" = 40'

0 20 40 80

GRAPHIC SCALE: 1" = 10'

0 5 10 20

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NEW ASPHALT ROAD (±2,430 SF)

AutoCAD SHX Text

PRE-STRESSED CONCRETE WATER TANK (APPROXIMATELY 25.3' TALL) FFE: 21.00'

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AGGREGATE MAINTENANCE ROAD (4,006 SF)

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EXISTING AGGREGATE ROADWAY

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ADJUST AGGREGATE ROADWAY (±420 SF)

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PREFABRICATED METAL PUMP HOUSE #151A FFE: 24.5'

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STANDBY GENERATOR STRUCTURE FFE: 24.5'

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10,000-GALLON HYDROPNEUMATIC TANK

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TREATMENT BUILDING #152

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SETTLING BASIN

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TOTAL EARTHEN BERM VOLUME IS ±14,500 CY

AutoCAD SHX Text 45.00

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14" DIP INLET

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WALL MANHOLE (FIELD LOCATE) (SEE DETAIL 2, C-II-111)

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DOME CENTER VENT

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10" PRECAST CONCRETE DOME PROBE OPENING (SEE DETAIL 6, C-II-111)

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EXTERIOR ALUMINUM LADDER (SEE DETAIL 2, C-II-114)

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FIBERGLASS HATCH COVER (SEE DETAIL 7, C-11-111)

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INTERIOR FIBERGLASS LADDER (SEE DETAIL 2, C-11-114)

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PRECAST CONCRETE OVERFLOW (4 REQ'D @ 90°)(SEE DETAIL 3, C-II-113)

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14" DIP OUTLET

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14" DIP INLET

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10" DI GATE VALVE

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PRE-STRESSED CONCRETE WATER TANK (APPROXIMATELY 27.5' TALL) FFE: 21.00'

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10" DIP OVERFLOW

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DOME EDGE HANDRAIL (SEE DETIAL 3, C-II-111)

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14" DI GATE VALVE

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10" DI DRAIN

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TREATMENT BUILDING #152

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SETTLING BASIN

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AutoCAD SHX Text 4"

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AGGREGATE ROAD

AutoCAD SHX Text TRANSFORMER, PRIMARY SERVICE LINE TO TRANFORMER, METER, AND SECONDARY LINE TO TREATMENT BUILDING TO REMAIN

AutoCAD SHX Text

CONCRETE BLOCK PUMP HOUSE #151

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EMERGENCY GENERATOR

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FUEL STORAGE AREA WITH ABOVEGROUND 280-GALLON FUEL TANK

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ASPHALT ROAD

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10,900 GALLON HYDROPNEUMATIC TANK

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500,000-GALLON CONRETE TANK

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DESCRIPTION

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AutoCAD SHX Text A

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MARK

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DATE

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AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

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BASE BID ITEM #3

AutoCAD SHX Text SUPPORT BUILDINGS/SYSTEMS EXTERNAL TO THE ABOVE GROUND TANK INCLUDING THE PUMP HOUSE (WITH ALL CONTROLS), PIPE WORK, EXTERIOR LIGHTING, HYDROPNEUMATIC TANK, STAND-BY GENERATOR ENCLOSURE.

AutoCAD SHX Text

BASE BID ITEM #2

AutoCAD SHX Text 300,000-GALLON PRE-STRESSED CONCRETE ABOVE GROUND TANK AND ASSOCIATED SITE WORK AS SHOWN ON SHEET X-II-102

AutoCAD SHX Text

BASE BID ITEM #1

AutoCAD SHX Text DEMOLITION OF EXISTING FEATURES AS FOLLOWS: BUILDING 151, EMERGENCY GENERATOR ENCLOSURE, 10,000-GALLON HYDROPNEUMATIC TANK, 280-GALLON DIESEL FUEL TANK AND ASSOCIATED SECONDARY CONTAINMENT STRUCTURE AND PIPING, AND 500,000-GALLON CONCRETE ABOVE GROUND TANK.

AutoCAD SHX Text

BID OPTION #1

REMOVAL OF EARTHEN BERM AROUND THE PROJECT SITE AND CLEARING AND DRESSING UP THE SITE.

B-4

B-3

B-2

B-1

B-5

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TANK

B-6

P u m p

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PUMP

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VALVE

VAULT

25.0

24.0

N B-2B-1 B-4B-3 B-6B-5

B-2B-1 B-4B-3 B-6B-5

SUBSURFACE DIAGRAM

-80

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US Army Corps of Engineers

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READY TO ADVERTISE

T:\2019techdocs\Active Projects\USACE Wilmington- Task Order#02\FINAL_PLANS\18072_BORING_LOCATIONS__PROFILES_PHASEII.dwg, 7/30/2019 3:03:30 PM

AutoCAD SHX Text

%%UPHASE II TANK SITE BORING LOCATION PLAN

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AGGREGATE ROADWAY

AutoCAD SHX Text

BARRIER WALL

FUEL STORAGE AREA

Text

Text E

Text

FDC

Text

Text E

Text

WATER TANK

Text

PUMP

Text

ASPHALT ROAD

Text

BUILDING

Text

TANK

Text

BUILDING

Text E

Text

FDC

Text 96150

Text 96200

Text 96250

Text 96300

Text 96150

Text 96200

Text 96250

Text 96300

Text 2312950

Text 2313000

Text 2313050

Text 2313100

Text 2313150

Text 2313200

Text 2312950

Text 2313000

Text 2313050

Text 2313100

Text 2313150

Text 2313200

Text 27.0

Text 26.0

Text 25.0

Text 24.0

Text

BORING

Text

BORING

Text

BORING

Text

BORING

Text

BORING

Text

BORING 6

Text

FENCE (BARBED)

Text

LEGEND:

Text

FENCE (CHAINLINK)

Text

FENCE (WOOD)

Text

ELECTRIC (OVERHEAD)

Text

ELECTRIC (UNDERGROUND)

Text

GAS LINE

Text

STORM DRAIN

Text

WATER LINE

Text

SANITARY SEWER

Text

POWER POLE

Text

GUY/ANCHOR

Text

TRANSFORMER PAD

Text

FIBER OPTIC PEDESTAL

Text

TELEPHONE MANHOLE

Text

STORM DRAIN MANHOLE

Text

SANITARY SEWER MANHOLE

Text

SANITARY SEWER CLEAN-OUT

Text

STORM DRAIN DROP INLET/CATCH BASIN

Text

LIGHT POLE

Text

FIRE HYDRANT

Text

WATER VALVE

Text

WATER METER

Text

COMM/TELE LINE

Text

FIBER OPTIC LINE

Text

Text E

Text

TELEPHONE PEDESTAL

Text T

Text

Text W

Text

ELECTRIC HANDHOLE

Text E

Text C

Text

COMM. HANDHOLE

Text

TRAFFIC SIGN

Text

FIBER OPTIC HANDHOLE

Text

Text POST w/TELEPHONE

Text

Text 10'

Text 20'

Text 30'

Text

SCALE IN FEET

Text

ANSI D

Text

CHECKED BY:

Text

DRAWN BY:

Text

ISSUE DATE:

Text

SHEET ID

Text

FILENAME:

Text B

Text C

Text D

Text E

Text F

Text G

Text

SOLICITATION NO.:

Text

Text A

Text

MARK

Text

SIZE:

Text

SUBMITTED BY:

Text

DATE

Text

CONTRACT NO.:

Text

Text US Army Corps of Engineers

Text

CATEGORY CODE

Text

DESCRIPTION

Text

READY TO ADVERTISE

Text V-02

Text

EXISTING CONDITIONS SURVEY

Text

MOTSU, NC

Text

WATER IMPROVEMENT

Text

A1 CONSULTING GROUP INC.

Text

117 INTERNATIONAL DRIVE

Text

MORRISVILLE, N.C. 27560-8792

Text

U.S. ARMY CORPS OF ENGINEERS

Text

69 DARLINGTON AVENUE

Text

WILMINGTON , N. C. 28403

Text

WILMINGTON DISTRICT

Text

GEOINNOVATION, PC

Text

3306 KITTY HAWK ROAD, SUITE 100

Text

WILMINGTON, N.C. 28405

Text

DESIGN

Text

CAD

Text

DDE

Text

SUBMITTED

Text 18072

Text 03/19/2019

Text

XXXXXX-XX-X-XXXX

Text

W912PM-16-D-004

Text

XXX-XX-XX

FHFH

US Army Corps of Engineers

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C-II-101

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PC BOX

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CONCRETE BLOCK PUMP HOUSE #151

AutoCAD SHX Text

LADDER

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EMERGENCY GENERATOR

AutoCAD SHX Text

TREATMENT BUILDING #152

AutoCAD SHX Text

FUEL STORAGE AREA WITH ABOVEGROUND 280-GALLON FUEL TANK

AutoCAD SHX Text

ASPHALT ROAD

AutoCAD SHX Text

TEMPORARY STORAGE STRUCTURE

AutoCAD SHX Text

FUEL LINE

AutoCAD SHX Text

SETTLING BASIN

AutoCAD SHX Text

WASTEWATER LINE TO DRAINFIELD

AutoCAD SHX Text 4"

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

VALVE BOX

AutoCAD SHX Text

AGGREGATE ROAD

AutoCAD SHX Text TRANSFORMER, PRIMARY SERVICE LINE TO TRANFORMER, METER, AND SECONDARY LINE TO TREATMENT BUILDING TO REMAIN

AutoCAD SHX Text

HEAVY DUTY SAFETY SWITCH

AutoCAD SHX Text

10,900 GALLON HYDROPNEUMATIC TANK

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CONNECT TO EXISTING WATER LINE. CUT AND TEMPORARILY CAP EXISTING WATER LINE

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500,000-GALLON CONCRETE TANK

AutoCAD SHX Text

CONCRETE BLOCK PUMP HOUSE #151

AutoCAD SHX Text

EMERGENCY GENERATOR

AutoCAD SHX Text

FUEL STORAGE AREA WITH ABOVEGROUND 280-GALLON FUEL TANK

AutoCAD SHX Text

ASPHALT ROAD

AutoCAD SHX Text

10,900 GALLON HYDROPNEUMATIC TANK

AutoCAD SHX Text

500,000-GALLON CONRETE TANK

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

MARK

AutoCAD SHX Text

DATE

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text

1. SURVEY DATA PROVIDED BY: SURVEY DATA PROVIDED BY: GEOINNOVATIONS, PC 6740 NETHERLANDS DRIVE, SUITE A WILMINGTON, NC 28405 2. UTILITY LOCATIONS PROVIDED BY ARMY UTILITY LOCATIONS PROVIDED BY ARMY CORP OF ENGINEERS AND ARE APPROXIMATE. 3. PROPOSED LOCATION OF STORAGE TANK PROPOSED LOCATION OF STORAGE TANK AND PUMP HOUSE IS BASED ON SUBSURFACE INFORMATION PROVIDED BY A-1 CONSULTING. 4. ALL DIMENSIONS SHOWN ARE IN FEET AND ALL DIMENSIONS SHOWN ARE IN FEET AND MAY NOT BE ACCURATE. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS.

FHFH

EEE

US Army Corps of Engineers

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C-II-102

DEMOLITION LEGEND

7/30/

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PC BOX

AutoCAD SHX Text

LADDER

AutoCAD SHX Text

TREATMENT BUILDING #152

AutoCAD SHX Text

TEMPORARY STORAGE STRUCTURE

AutoCAD SHX Text

FUEL LINE

AutoCAD SHX Text

SETTLING BASIN

AutoCAD SHX Text

WASTEWATER LINE TO DRAINFIELD

AutoCAD SHX Text

LIMITS OF DISTURBANCE

AutoCAD SHX Text 4"

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

VALVE BOX

AutoCAD SHX Text

AGGREGATE ROAD

AutoCAD SHX Text TRANSFORMER, PRIMARY SERVICE LINE…

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