FY23_PN504306_DLALE-00-DRAWING COMPILATION_RTA.pdf

PDF 37 MB Posted Mar 21, 2024

Attached to: DLA-Letterkenny Disposition Warehouse Project, Letterkenny, PA
Solicitation number: W912DW24R0008
Issued by: Department of the Army Corps of Engineers Engineering District Seattle

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Written by GovTribe AI · Mar 21, 2024

This document appears to be a drawing compilation related to Solicitation Number W912DW24R0008 for the DLA-Letterkenny Army Depot Disposition Services Warehouse Renovation project.

The solicitation is for the renovation and upgrade of Warehouses 2274, 2275, and 2276 at the Letterkenny Army Depot in Pennsylvania. The work includes removing and reinstalling racks, guardrails, and column protectors; repositioning light fixtures; diamond polishing concrete slabs; installing electrical and IT infrastructure; constructing a unisex bathroom; installing high-bay warehouse doors; constructing a three-sided structure with two dock doors and loading/unloading ramps; and demolishing and reconstructing a security fence and non-load bearing wall. The agency issuing the solicitation is the Department of the Army Corps of Engineers Engineering District Seattle.

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US Army Corps of Engineers ®

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01 GENERAL

G-001 COVER SHEET

G-002 DRAWING INDEX

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GI002 GENERAL NOTES

GI003 GENERAL NOTES

GI004 GENERAL LEGEND

GI005 ENVIRONMENTAL PROTECTION MEASURES

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B-101 EXPLORATION BORING SITE PLAN

B-102 DRILLING LOGS

B-103 DRILLING LOGS

B-104 DRILLING LOGS

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CS101 OVERALL SITE PLAN

CS102 CONTRACTORS WORK LIMITS

CS103 CIVIL SITE PLAN

CD101 DEMOLITION & EXISTING CONDITIONS PLAN

CU101 WATER - CIVIL UTILITY PLAN

CU200 SANITARY SEWER PLAN & PROFILE

CU201 STORM SEWER TRENCH DRAIN PLAN & PROFILE

CS500 UTILITY DETAILS SHEET 1 OF 4

CS501 UTILITY DETAILS SHEET 2 OF 4

CS502 UTILITY DETAILS SHEET 3 OF 4

CS503 UTILITY DETAILS SHEET 4 OF 4

CS504 PAVEMENT SECTIONS & JUNCTIONS

CS505 PAVEMENT JOINT & MISC DETAILS

07 STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES

S-002 STRUCTURAL GENERAL NOTES, ABBREVIATIONS

S-003 STRUCTURAL WIND LOADING DIAGRAMS

S-101 FOUNDATION PLAN - EXTERIOR WALKWAY AND LOADING DOCK

S-102 SLAB PLAN - EXTERIOR WALKWAY AND LOADING DOCK

S-130 ROOF FRAMING PLAN - EXTERIOR WALKWAY AND LOADING DOCK

S-301 FRAMING SECTIONS AT EXTERIOR WALKWAY AND LOADING DOCK

S-302 FRAMING SECTIONS

S-303 FOUNDATION & FRAMING DETAILS

S-501 FOUNDATION DETAILS

S-510 FRAMING DETAILS

08 ARCHITECTURAL

A-001 ARCHITECTURAL LEGEND, ABBREVIATIONS, AND GENERAL NOTES

A-002 ABA ACCESSIBILITY GUIDELINES (FOR REFERENCE ONLY)

A-003 LIFE SAFETY CODE SUMMARY

A-004 LIFE SAFETY PLAN

AD101 DEMOLITION PLAN - BUILDING 2274

AD102 DEMOLITION PLAN - BUILDING 2275

AD103 DEMOLITION PLAN - BUILDING 2276

A-100 FLOOR PLAN - OVERALL

A-101 FLOOR PLAN - BUILDING 2274

A-102 FLOOR PLAN - BUILDING 2275

A-103 FLOOR PLAN - LOADING DOCK

A-104 FLOOR PLAN - BUILDING 2276

A-112 REFLECTED CEILING PLAN - BUILDING 2275

A-113 REFLECTED CEILING PLAN - LOADING DOCK

A-121 ROOF PLAN - LOADING DOCK

A-201 EXTERIOR ELEVATIONS (NORTH/SOUTH)

A-202 EXTERIOR ELEVATIONS (EAST/WEST)

A-301 BUILDING SECTIONS

A-310 WALL SECTIONS - LOADING DOCK

A-311 WALL SECTIONS - WALKWAY

A-401 ENLARGED PLANS

A-501 CEILING DETAILS

A-502 ROOF DETAILS

A-503 LOADING DOCK DETAILS

A-504 LOADING DOCK DETAILS

A-505 MISCELLANEOUS DETAILS

A-601 PARTITIONS TYPES AND DETAILS

A-602 SECURITY CAGE DETAILS

A-611 DOOR/ FRAME SCHEDULE AND TYPES

A-612 DOOR AND FRAME DETAILS

A-613 OVERHEAD DOOR AND FRAME DETAILS

A-620 STORAGE RACKS

A-901 PERSPECTIVE VIEWS

09 INTERIORS

I-101 INTERIOR FINISHES

I-102 INTERIOR SIGNAGE

11 FIRE PROTECTION

F-001 FIRE ALARM AND PROTECTION LEGEND, ABBREVIATIONS, AND GENERAL NOTES

F-002 FIRE SPRINKLER AS BUILT BLDG 2274

F-003 FIRE SPRINKLER AS BUILT BLDG 2275

F-004 FIRE SPRINKLER AS BUILT BLDG 2276

FA101 BUILDING 2274 FIRE ALARM PLAN

FA102 BUILDING 2275 FIRE ALARM PLAN

FA103 BUILDING 2276 FIRE ALARM PLAN

FA501 FIRE ALARM DETAILS

FP101 BUILDING 2274 FIRE PROTECTION PLAN

FP102 BUILDING 2275 FIRE PROTECTION PLAN

FP103 BUILDING 2276 FIRE PROTECTION PLAN

FP501 FIRE PROTECTION DETAILS

FX100 BUILDING SEPARATION

FX101 FIRE PROTECTION CIVIL SITE PLAN

12 PLUMBING

P-001 PLUMBING LEGEND, ABBREVIATIONS, AND GENERAL NOTES

PD101 BUILDING 2274 NATURAL GAS DEMOLITION PLAN

PD102 BUILDING 2275 NATURAL GAS DEMOLITION PLAN

P-101 BUILDING 2274 DOMESTIC PLUMBING AND NATURAL GAS PLAN

P-102 BUILDING 2275 DOMESTIC PLUMBING PLAN

P-103 BUILDING 2275 SANITARY PLUMBING PLAN

P-104 BUILDING 2275 NATURAL GAS PLAN

P-301 PLUMBING SECTIONS

P-401 BUILDING 2275 ENLARGED DOMESTIC AND SANITARY PLUMBING PLAN

P-501 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-602 BUILDING 2274 RISER DIAGRAM

P-603 BUILDING 2275 RISER DIAGRAMS

DRAWING INDEX

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14 MECHANICAL

M-001 MECHANICAL LEGEND, ABBREVIATIONS, AND GENERAL NOTES

MD101 BUILDING 2274 MECHANICAL DEMOLITION PLAN

MD102 BUILDING 2275 MECHANICAL DEMOLITION PLAN

M-101 BUILDING 2274 MECHANICAL FLOOR PLAN

M-102 BUILDING 2275 MECHANICAL FLOOR PLAN

M-301 MECHANICAL SECTIONS

M-501 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

15 ELECTRICAL

E-001 ELECTRICAL LEGEND, ABBREVIATIONS, AND GENERAL NOTES

ES100 ELECTRICAL SITE PLAN - OVERALL

ES501 SITE ELECTRICAL DETAILS

ED101 ELECTRICAL DEMO PLAN - BUILDING 2274

ED102 ELECTRICAL DEMO PLAN - BUILDING 2275

ED104 ELECTRICAL DEMO PLAN - BUILDING 2276

EL101 LIGHTING PLAN - BLDG 2274 OVERALL

EL102 LIGHTING PLAN - BLDG 2275 OVERALL

EL103 LIGHTING PLAN - LOADING DOCK - OVERALL

EL104 LIGHTING PLAN - BLDG 2276 OVERALL

EP101 POWER PLAN - BUILDING 2274 - OVERALL

EP102 POWER PLAN - BUILDING 2275 - OVERALL

EP103 POWER PLAN - LOADING DOCK - OVERALL

EP104 POWER PLAN - BUILDING 2276 - OVERALL

E-501 ELECTRICAL DETAILS

E-601 ONE-LINE DIAGRAM

E-602 PANEL SCHEDULES

E-603 PANEL SCHEDULES

E-610 MECHANICAL CONNECTION SCHEDULES

E-611 MECHANICAL CONNECTION SCHEDULES

16 TELECOMMUNICATIONS

T-001 TELECOMMUNICATION SYSTEMS LEGEND, ABBREVIATIONS, AND GENERAL NOTES

T-102 TELECOMMUNICATIONS PLAN - BLDG 2275 OVERALL

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U.S. ARMY CORPS OF ENGINEERS

HUNTINGTON DISTRICT

HUNTINGTON, WEST VIRGINIA 25701

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U.S. ARMY CORPS OF ENGINEERS

SEATTLE DISTRICT

4735 EAST MARGINAL WAY SOUTH

SEATTLE, WASHINGTON 98134

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FY23 PN504346 DLALE

DLA LETTERKENNY DISPOSITION SERVICES WAREHOUSE PROJECT

LETTERKENNY, PENNSYLVANIA

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08 DECEMBER 2023

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DAN SACKS

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28 FEBRUARY 2024

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W912DW-24-R-0008

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FILE NO.:

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GENERAL NOTES

STORM SEWER

CATCH BASINS AND CURB INLETS FROM SILT, MUD, AND DEBRIS.

EROSION CONTROL MEASURES ARE TO BE IMPLEMENTED BY THE CONTRACTOR DURING CONSTRUCTION TO PROTECT 27.

DEPARTMENT OF TRANSPORTATION PUBLICATION 408/2020 SPECIFICATIONS.

EXCEEDS THE REQUIREMENTS BY AASHTO M-252, TYPE S AND AASHTO M-294, TYPE S, AS PER PENNSYLVANIA

REINFORCED CONCRETE PIPE ASTM C14 OR CORRUGATED POLYETHYLENE SMOOTH LINED PIPE THAT MEETS OR

THE MINIMUM REQUIREMENT FOR STORM SEWER PIPE WITHIN THE DISPOSITION SERVICES PROPERTY SHALL BE 26.

DURING CONSTRUCTION.

IN CASE OF CONFLICT IN GRADE BETWEEN WATER LINES AND STORM SEWERS, THE WATER LINES SHALL BE LOWERED 25.

THE TERM MAY IS INTERPRETED TO MEAN OPTIONAL.24.

THE TERM SHOULD IS INTERPRETED TO MEAN RECOMMENDED. 23.

THE TERM SHALL, MUST, AND WILL ARE INTERPRETED TO MEAN MANDATORY. 22.

PAVEMENT THICKNESS, BUT NO LESS THAN 4".

MATCHED CRUSHED LIMESTONE. ALL CONCRETE AND ASPHALT AREAS SHALL BE RESTORED TO MATCH THE EXISTING

SEEDED PER SPECIFICATION INCLUDED HEREIN. GRAVEL AREAS SHALL BE RESTORED WITH AT LEAST AN 6" DEPTH OF SIZE

ALL SURFACES SHALL BE RESTORED IN LIKE KIND. LAWN AREAS SHALL BE RESTORED WITH AT LEAST 6" OF TOPSOIL AND 21.

THE CONTRACTOR SHALL PERFORM ALL GRADING IN SMOOTH AND CONTINUOUS SLOPES.20.

OF ANY CONSTRUCTION.

THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS NOT OBTAINED BY THE GOVERNMENT PRIOR TO THE START 19.

OR YARD OPERATIONS OUTSIDE THE CWL.

CONTRACTING OFFICER. THE CONTRACTOR SHALL NOT BLOCK OR ADVERSELY AFFECT ANY STREET, ROAD, PUBLIC AREA, THE USE OF THE SITE FOR CONSTRUCTION STAGING OR OTHER OPERATIONS SHALL BE COORDINATED WITH THE 18.

AVENUE SHALL BE CLEANED AWAY DAILY.

DIRT, MUD, OR GRAVEL WHICH IS TRACKED ONTO PAVED SURFACES, INCLUDING, BUT NOT LIMITED TO, DEVELOPMENT 17.

LANDFILL, FOLLOWING NOTIFICATION TO, AND APPROVAL FROM, THE CONTRACTING OFFICER

OR RADIOACTIVE WASTE (HTRW) OR CONTAMINANTS, IF ENCOUNTERED, SHALL BE DISPOSED OF, AT AN APPROVED

UNSATISFACTORY MATERIALS CONTAINING TRASH; REFUSE; ORGANICS; CONSTRUCTION DEBRIS; OR HAZARDOUS, TOXIC, 16.

SHEET GI004.

COMPLIANCE WITH FEDERAL, STATE AND LOCAL LAWS. REFER TO THE ENVIRONMENTAL PROTECTION MEASURES ON

STOCKPILED MATERIALS, EXCAVATED AREAS, CATCH BASINS, AND OTHER STORM WATER INLET STRUCTURES IN

OFFICER MAY DIRECT. SILT FENCES AND OTHER NECESSARY FILTERING DEVICES SHALL BE MAINTAINED AT AREAS OF

THE CLEANUP AND DISPOSAL OF EXCESS EXCAVATED MATERIALS SHALL BE DONE AS SOON AS PRACTICAL AND AS THE 15.

CONTRACTING OFFICER.

SURFACES, STRUCTURES, DITCHES, AND PROPERTY TO ITS ORIGINAL CONDITION TO THE SATISFACTION OF THE

THE CONTRACTOR SHALL CLEAN UP ALL DEBRIS AND MATERIALS RESULTING FROM HIS OPERATION AND RESTORE ALL 14.

SATISFACTION OF THE CONTRACTING OFFICER'S REPRESENTATIVE.

DESTROYED BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE TO THE

ANY EXISTING PROJECT FEATURES OR NEW CONSTRUCTION, NOT PLANNED FOR CONSTRUCTION, THAT IS DAMAGED OR 13.

OVERNIGHT. NO COSTS TO REPAIR DAMAGES SHALL BE AT THE EXPENSE OF THE GOVERNMENT.

REPORTED AND THE REPAIR COORDINATED WITH THE UTILITY OWNER.NO UTILITY SERVICE SHALL BE INTERRUPTED

UTILITY OWNER AND THE GOVERNMENT CONTRACTING OFFICER. ANY DAMAGES TO THE EXISTING UTILITIES SHALL BE

UTILITY SERVICES BROKEN, DISRUPTED OR DAMAGED BY THE CONTRACTOR SHALL BE IMMEDIATELY REPORTED TO THE 12.

DISCOVERED.

AND MARK THE SURFACE OF THE GROUND OR PAVED SURFACE WHERE EXISTING UNDERGROUND UTILITIES ARE

CONSTRUCTION SITE WITH GROUND PENETRATING RADAR (GPR), ELECTROMAGNETIC, SONIC EQUIPMENT, OR SIMILIAR

ON THE PROPOSED CONSTRUCTION. DLA DISPOSTITION SERVICES REQUIRES THAT THE CONTRACTOR SCAN THE

EXPOSE ALL UTILITIES OR STRUCTURES PRIOR TO CONSTRUCTION TO VERIFY THE VERTICAL AND HORIZONTAL EFFECT

ALL EXISTING UTILITIES AND APPURTENANCES WHETHER SHOWN ON THESE PLANS OR NOT. THE CONTRACTOR SHALL

PENNSYLVANIA (811) AT 811 48 HOURS PRIOR TO DIGGING AND INVESTIGATING, LOCATING, SUPPORTING, AND PROTECTING

OF THE UNDERGROUND FACILITY SHOWN ON THE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR CALLING THE

DRAWINGS AND/OR SURVEYS. THE GOVERNMENT ASSUMES NO RESPONSIBILITY AS TO THE ACCURACY OR THE DEPTHS

CONSTRUCTION AREA HAVE BEEN SHOWN ON THE PLANS AS ACCURATELY AS POSSIBLE FROM EXISTING AS-BUILT

THE IDENTITY AND LOCATION OF THE EXISTING UNDERGROUND UTILITY FACILITIES KNOWN TO BE LOCATED IN THE 11.

IMMEDIATELY TO THE CONTRACTING OFFICER.

DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS AND THE ACTUAL FIELD CONDITIONS MUST BE REPORTED

FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. ANY 10.

DAYS PRIOR TO THE START OF ANY WORK.

THE CONTRACTING OFFICER SHALL BE NOTIFIED BY THE CONTRACTOR IN WRITING AT LEAST FOURTEEN (14) WORKING 9.

CORPS OF ENGINEERS SAFETY AND HEALTH REQUIREMENTS MANUAL, EM 385-1-1.

SUBCONTRACTORS ON THE PROJECT. THE CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION OF THE US ARMY

COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 IS REQUIRED OF THE CONTRACTOR AND ALL 8.

IDENTIFIED ITEMS.

BE PERFORMED BY THE CONTRACTOR AND THE COST OF SAME SHALL BE INCIDENTAL TO THE CONSTRUCTION OF

ALL ITEMS OF WORK CALLED FOR ON THE PLANS FOR WHICH NO SPECIFIC ITEM OF CONSTRUCTION IS IDENTIFIED SHALL 7.

CONTRACTING OFFICER.

WHERE NO DIMENSION IS GIVEN, THE CONTRACTOR SHALL USE SCALED DISTANCES AND VERIFY THE LOCATION WITH THE

WITH RESPECT TO CONFLICTS IN THE DRAWINGS, LABELED DIMENSIONS SHALL GOVERN OVER SCALED DISTANCES. 6.

WITH RESPECT TO CONFLICTS BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, THE SPECIFICATIONS SHALL GOVERN.5.

PRIOR WRITTEN APPROVAL OF THE CONTRACTING OFFICER PRIOR TO THE START OF SAID WORK.

ANY MODIFICATION TO THE SPECIFICATIONS OR CHANGES TO THE WORK AS SHOWN ON THESE DRAWINGS MUST HAVE 4.

CONSTRUCTION DRAWINGS LOCATED HERE: https://www.penndot.pa.gov/ProjectAndPrograms/Construction/Pages/default.aspx.

REFERENCES TO PennDOT STANDARD DETAILS REFER TO MOST CURRENT VERSION OF PennDOT STANDARD 3.

PENNSYLVANIA DEPARTMENT OF TRANSPORTATION PUBLICATION 408/2020 SPECIFICATIONS”.

REFERENCES TO PennDOT STANDARD SPECIFICATIONS IN THESE PLANS REFER TO THE "COMMONWEALTH OF 2.

VERTICAL DATA IS REPORTED IN THE NAVD 88 (GEOID 18).

THE TOPOGRAPHICAL MAPPING ON THE DRAWINGS IS BASED ON THE PENNSYLVANIA SOUTH ZONE NAD83 (2011) AND ALL 1.

SEWER TRENCHES SHALL BE DE-WATERED TO 2" BELOW BELL OF PIPE PRIOR TO INSTALLATION OF PIPE. 40.

BLOCKAGES OR DAMAGE PUMPS RESULTING FROM DEBRIS ASSOCIATED WITH THECONTRACTOR'S ACTIVITIES.

SANITARY SEWERS. AS SUCH, THE CONTRACTOR WILL BE RESPONSIBLE FOR COSTS INCURRED DUE TO THE CONTRACTOR SHALL TAKE EXTREME CARE TO PREVENT DEBRIS (SOIL, PIPE PIECES, ETC.) FROM ENTERING 39.

ALL PIPES SHALL BE INSTALLED WITH A STONE OR GRAVEL BEDDING AS SHOWN IN THE STANDARD DRAWINGS. 38.

CONCRETE ADJUSTMENT RINGS.

SHOWN ON THESE PLANS. ALL MANHOLE CASTING ADJUSTMENTS SHALL BE ACCOMPLISHED WITH PRECAST ELEVATION. MANHOLES SHALL BE BUILT OR ADJUSTED SO THAT THE TOPS CONFORM TO THE ELEVATIONS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY MANHOLE CONSTRUCTION AND TOP-OF-CASTING 37.

PUBLIC SANITARY SEWER MANHOLE LIDS ARE TO BE EMBOSSED “SANITARY SEWER MANHOLE”.

SEWERS SHALL BE LAID AT LEAST TEN (10) FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER 36.

BE INCLUDED IN THE PRICE BID FOR THE VARIOUS SEWER ITEMS.

LENGTH OF TEN (10) LINEAR FEET CENTERED ON THE STORM SEWER OR WATER LINE. THE COST OF THIS WORK IS TO BACKFILLED TO THE BOTTOM OF THE PROPOSED STORM SEWER WITH COMPACTED GRANULAR MATERIAL, FOR A WHERE THE SANITARY SEWER PASSES UNDER A PROPOSED STORM SEWER OR WATER LINE THE TRENCH SHALL BE 35.

CONTRACTOR WITH THE COST TO BE INCLUDED WITH VARIOUS SEWER ITEMS.

CLOSER THAN FIVE (5) FEET FROM THE END OF THE SERVICE. DAMS ARE TO BE INSTALLED BY SITE UTILITY 6’ 0”LONG CLAY DAMS, THE WIDTH OF THE TRENCH, ARE TO BE INSTALLED ON ALL SANITARY LATERAL SEWERS BUT NO 34.

TO BE INCLUDED WITH VARIOUS SEWER ITEMS.

DISTANCE BETWEEN EACH PAIR OF MANHOLES, BUT NO CLOSER THAN TEN (10) FEET FROM A LATERAL SERVICE. COST 6’ 0” LONG CLAY DAMS, THE WIDTH OF THE TRENCH, ARE TO BE INSTALLED ALONG MAIN LINE SEWERS AT HALF THE 33.

THE MAIN SEWER, UNLESS OTHERWISE INSTRUCTED BY THE ENGINEER.

SHALL BE INSTALLED AT A MINIMUM SLOPE OF 0.62% AND SHALL BE CONSTRUCTED AT THE TIME OF CONSTRUCTION OF SUBJECT TO EITHER THE INFILTRATION, OR EXFILTRATION TESTING REQUIREMENTS. ALL SERVICE EXTENSIONS PIPE FOR ALL SIX (6) INCH SERVICES SHALL BE PVC SEWER PIPE ASTM D-3034, SDR-35. THE SERVICES ARE 32.

DR14, UNLESS OTHERWISE SHOWN ON THE PLANS.

CHLORIDE (PVC) SEWER PIPE WITH AN ASTM D1784 CELL CLASSIFICATION OF 12454 B OR 12454 C OR PVC C900 THE MINIMUM REQUIREMENT FOR SEWER PIPE ON THIS PROJECT SHALL BE SDR 35, ASTM D 3034 POLYVINYL 31.

FROM BEING CONNECTED TO THE SANITARY SEWER.

CLEAN WATER CONNECTIONS INCLUDING ROOF DRAINS, FOUNDATION DRAINS, SUMPS, ETC., ARE PROHIBITED 30.

SANITARY SEWER SHALL BE TESTED BY PROCEDURES DESCRIBED IN SPECIFICATION 33 30 00 SECTION 3.2.1. 29.

CURRENT REGULATIONS.

TEST IS ACCEPTABLE TO THE YORK WATER COMPANY. THIS AIR TEST SHALL BE PERFORMED ACCORDING TO THE SEWERS SHALL BE SUBJECT TO AND PASS THE INFILTRATION AND EXFILTRATION TEST PRIOR TO ACCEPTANCE. AN AIR LENGTHS AND SHORTER PERIODS OF TIME. ALL SANITARY SEWERS AND SERVICES SHALL BE TESTED. ALL SANITARY DIAMETER PER TWENTY-FOUR (24) HOURS PER MILE OF LENGTH OR THE COMPUTED EQUIVALENT FOR SHORTER NOT EXCEED THE FOLLOWING ALLOWABLE LIMIT: ONE HUNDRED(100) GALLONS PER INCH OF TRIBUTARY SEWER EXFILTRATION AS SPECIFIED BY THE YORK WATER COMPANY. LEAKAGE THROUGH THE JOINTS OF THE SEWER SHALL THE CONTRACTOR’S SPECIFIC ATTENTION IS DIRECTED TO WHETHER THE REQUIREMENTS OF THE INFILTRATION OR 28.

SANITARY SEWER

WATER

OR COATING.

ALL MECHANICAL FASTENERS, BOLTS, ALLTHREAD ROD, ETC. ARE TO RECEIVE ONE COAT OF RUST INHIBITING PAINT 48.

DURING CONSTRUCTION.

IN CASE OF CONFLICT IN GRADE BETWEEN WATER LINES AND STORM SEWERS, THE WATER LINES SHALL BE LOWERED 47.

6”VERTICAL AND 10’ 0” CLEARANCE FROM SANITARY SEWERS AND STORM WATER SEWERS.

WATER LINES IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. DEFLECT WATER LINES TO PROVIDE 1’ THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE HORIZONTAL AND VERTICAL DEFLECTIONS OR BENDS OF THE 46.

WATERLINES SHALL BE PLACED WITH A 42" COVER WHERE REASONABLE AND NEVER LESS THAN 36" OF COVER. 45.

REPRESENTATIVE FOR AUTHORIZED OPERATORS NOT LESS THAN 72 HOURS PRIOR TO NEED FOR VALVE OPERATIONS.

THE CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVES. CONTACT THE YORK WATER COMPANY 44.

FITTINGS.

ACCORDANCE WITH CITY SPECIFICATIONS. WATER MAIN FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINT WATER MAINS SHALL BE PVC C900 DR14 (305 PSI RATED), PVC SDR 21 (200 PSI RATED), or DUCTILE IRON CLASS 300 IN 43.

TO SHUT DOWN.

PERFORMED. ALL EFFECTED CUSTOMERS SHALL BE NOTIFIED BY THE CONTRACTOR TWENTY-FOUR (24) HOURS PRIOR COMPANY AND DEFENSE LOGISTIC AGENCY FORTY-EIGHT (48) HOURS PRIOR TO THE SCHEDULED WORK BEING WORK REQUIRING THE SHUT DOWN OF EXISTING WATER MAINS IS TO BE COORDINATED WITH THE YORK WATER 42.

UPGRADED BY THE FOLLOWING NOTES OR BY THE CONSTRUCTION DETAILS SET FORTH HEREIN.

COMPANY, CURRENT ON THE DATE CONTRACT UNLESS THE REQUIREMENTS OF SUCH RULES AND REGULATIONS ARE APPURTENANCES SHOWN ON THESE PLANS SHALL CONFORM TO THE RULES AND REGULATIONS OF THE YORK WATER ALL WATER PIPE AND FITTINGS, AND METHODS OF CONSTRUCTION AND WORKMANSHIP FOR WATERLINES AND 41.

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FY23 PN504346 DLALE

DLA LETTERKENNY DISPOSITION SERVICES WAREHOUSE PROJECT

LETTERKENNY, PENNSYLVANIA

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DAN SACKS

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95% DESIGN SUBMITTAL

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08 DECEMBER 2023

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08 DECEMBER 2023

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28 FEBRUARY 2024

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W912DW-24-R-0008

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®of Engineers

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ROADWAYS

E & S CONTROL NOTES

MISCELLANEOUS NOTES

WHEN SOFT AREAS ARE DISCOVERED.

BE UNDERCUT AND STABILIZED PRIOR TO FILLING OPERATIONS. RELATIVE DEPTHS OF UNDERCUT WILL BE DETERMINED

AFTER THE TOPSOIL IS REMOVED, PROOF-ROLL THE PAVEMENT AREA SUB-GRADES TO BE FILLED. SOFT AREAS SHOULD 66.

ALL TRAFFIC CONTROL DEVICES SHALL BE FURNISHED, ERECTED, MAINTAINED, AND REMOVED BY THE CONTRACTOR.65.

OPEN TO TRAFFIC AT ALL TIMES AND INGRESS AND EGRESS SHALL BE MAINTAINED.

A MINIMUM OF TWO (2) WEEKS PRIOR TO ANY WORK BEING PERFORMED. OTHERWISE, TRAFFIC LANES SHALL BE FULLY

LANE RESTRICTIONS OR CLOSURES REQUIRED MUST BE APPROVED BY THE CONTRACTING OFFICER AND DLA 64.

STOCKPILE AREAS-

AREA CALCULATIONS TO PROPOSED BMPs RUNOFF-

LIMITS OF DISTURBANCE-

CONCRETE WASHOUT AREAS-

FILTER SOCK LOCATIONS-

SILT FENCE LOCATIONS-

EXAMPLE:

BUT NOT LIMITED TO, THE FOLLOWING:

PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION. SEDIMENT AND EROSION CONTROL PLAN SHALL INCLUDE, ALL BMPs MUST BE DESIGNED IN ACCORDANCE WITH GOOD ENGINEERING PRACTICE AND IN CONFORMANCE TO THE 68.

APPROVED BY THE CONTRACTING OFFICER.

ALL PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS UNLESS NOTED OTHERWISE OR 67.

FOR LAND SURVEYORS.

SHALL BE REESTABLISHED BY A SURVEYOR DULY REGISTERED WITH THE PENNSYLVANIA STATE REGISTRATION BOARD

ANY PROPERTY CORNERS, PERMANENT SURVEY MARKERS, OR MONUMENTATION DISTURBED DURING CONSTRUCTION 70.

ACCESS TO ALL ADJOINING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES.69.

CONTRACTOR SHALL COORDINATE WITH THE YORK WATER COMPANY TO ACCESS THE COMPANY’S WATER SUPPLY.

THE USE OF FIRE HYDRANTS WILL RESULT IN THE CONTRACTOR’S PROSECUTION FOR THEFT OF A PUBLIC UTILITY. THE THE CONTRACTOR IS HEREBY NOTIFIED THAT THE USE OF FIRE HYDRANTS WILL NOT BE PERMITTED AND THAT 63.

ALL FIRE HYDRANTS SHALL BE PAINTED RED WITH WHITE CAPS AND BONNETS.62.

STANDARD C-502.

FITTINGS. ALL SAFETY CHAINS ARE TO BE REMOVED FROM HYDRANTS. ALL FIRE HYDRANTS WILL MEET AWWA DIRECTLY MOUNTED TO AN ANCHOR TEE. ALL PIPING BETWEEN WATCH VALVE AND HYDRANT SHALL BE ANCHOR TYPE FIRE HYDRANTS SHALL BE DRY-BARREL CONSTRUCTION WITH TRAFFIC BREAK FEATURE WITH A WATCH VALVE 61.

VALVE AND AN ADDITIONAL SECTION OF WATER LINE PLUGGED AND BLOCKED PER THE STANDARD DRAWING.

DEAD-END WATER VALVES SHALL TERMINATE WITH A FIRE HYDRANT AND A WATCH VALVE FOLLOWED BY A MAIN LINE 60.

FIRE HYDRANTS

SERVICES ARE INSTALLED.

APPROVED SAMPLES TO DIVISION OF WATER BEFORE THE WATER SYSTEM IS PUT INTO SERVICE OR BUILDING CONTRACTOR SHALL PERFORM "CHLORINATION" OF WATER SYSTEM (EACH PHASE) AND SUBMIT COPIES OF TWO (2) 59.

LINES AND 200 PSI FOR FIRE SUPPRESSION LINES (PER NFPA 13).

THE PRESSURE REQUIRED TO PERFORM HYDROSTATIC TESTING ON WATER LINES MUST BE 150 PSI FOR DOMESTIC 58.

GRAVITY FLOOR DRAIN MUST BE EQUIPPED WITH A SUMP PUMP.

TO APPROVAL BY THE YORK WATER COMPANY PRIOR TO INSTALLATION. METER PITS UNABLE TO BE PROVIDED WITH A WHEN REQUIRED, THE METER PIT INCLUDING ALL PIPING, FITTINGS, EQUIPMENT, AND APPURTENANCES ARE SUBJECT 57.

THE CITY ENGINEER OR HIS AUTHORIZED REPRESENTATIVE AT THE CONTRACTOR’S EXPENSE.

WITH THE YORK WATER COMPANY AND AWWA SPECIFICATIONS. TESTING SHALL BE DONE UNDER THE SUPERVISION OF ALL WATER LINES SHALL BE TESTED (AWWA 600) AND STERILIZED (AWWA C651) BY THE CONTRACTOR IN ACCORDANCE 56.

BOXES. VALVE BOXES ARE TO BE HEAVY DUTY IF LOCATED IN PAVED AREAS.

VALVE BOXES ARE TO BE DUCTILE IRON TWO-PIECE SCREW TYPE FOR MAIN VALVES, WATCH VALVES, AND CURB 55.

INCH (PSI) WHICH MEETS OR EXCEEDS THE REQUIREMENTS OF ANSI/AWWA C509.

ALL GATE VALVES SHALL BE DUCTILE IRON RESILIENT WEDGE TWO HUNDRED AND FIFTY (250) POUNDS PER SQUARE 54.

FITTINGS.

ALL NEW MAIN LINE AND HYDRANT WATCH VALVES ARE TO BE DIRECTLY ANCHORED TO THE TEE AND BE ANCHOR TYPE 53.

CONCRETE.

DRAWINGS. ALL FITTINGS TO BE BACKED MUST BE THOROUGHLY WRAPPED IN PLASTIC SHEETING PRIOR TO PLACING ALL FITTINGS SHALL BE ADEQUATELY RESTRAINED WITH CONCRETE BLOCKING PER THE STANDARD DETAILS IN THE 52.

INCLUDED IN THE PRICE BID FOR THE VARIOUS ITEMS.

THE COST OF ANY DEWATERING OPERATIONS REQUIRED FOR THE CONSTRUCTION OF THE WATER LINE SHALL BE 51.

DIRECTLY TO THE VALVE OPERATING NUT WITH GALVANIZED RESTRAINT CLIPS.

FINISHED GRADE ELEVATION. ALL VALVE STEM EXTENSIONS ARE TO BE INSTALLED WITH THE EXTENSION SECURED STEM SHALL BE FURNISHED TO BRING THE TOP OF THE OPERATING NUT TO WITHIN TWENTY-FOUR (24) INCHES OF THE IF THE TOP OF THE OPERATING NUT IS MORE THAN THIRTY-SIX (36) INCHES BELOW FINISHED GRADE, AN EXTENSION 50.

WATER

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HUNTINGTON, WEST VIRGINIA 25701

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SEATTLE DISTRICT

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FY23 PN504346 DLALE

DLA LETTERKENNY DISPOSITION SERVICES WAREHOUSE PROJECT

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DAN SACKS

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08 DECEMBER 2023

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SURVEY

SANITARY MANHOLE

NORTH ARROW

ABBREVIATIONS

NUMBER INDICATES DETAIL NO.

DETAIL IS DRAWN

PLATE NUMBER WHERE

CENTERLINE AND GRIDLINE

DIRECTION OF VIEW

NUMBER INDICATES ELEV OR DETAIL

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

STORM DRAIN MANHOLE

CLEAN OUT

LETTER INDICATES CIVIL SECTION

FENCE

BOLLARD

NATURAL GAS LINE

STORM DRAIN LINE

SANITARY SEWER LINE

WATER LINE

PORTLAND CEMENT CONCRETE

DRAFTING SYMBOLS

STORM DRAIN CATCH BASIN

WELDED WIRE FABRIC

WATER SURFACE

VARIES

TYPICAL

TOP OF WALL

TOP OF CURB

THICK

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STANDARD

SAWED TRANSVERSE CONTRACTION JOINT (TYP)

STATION

SANITARY SEWER

SQUARE

SPECIFICATION

SLOPE

SECTION

SPOT ELEVATION

STORM DRAIN

SCHEDULE

REQUIRED

REINFORCED CONCRETE PIPE

RADIATION DETECTION SENSORS

RADIUS OF CURVE, REINFORCED PANEL

PAVEMENT

POLYVINYL CHLORIDE

POUNDS PER SQUARE INCH

PERSONAL OPERATING VEHICLE

POST INDICATOR VALVE

PORTLAND CEMENT CONCRETE

OVERHEAD POWER POLE

ODOT DEPARTMENT OF TRANSPOTATION

OUTSIDE DIAMETER

ON CENTER

NOT TO SCALE

NOT IN CONTRACT

NON-FROST SUSCEPTIBLE

NORTH AMERICAN VERTICAL DATUM

NORTH AMERICAN DATUM

NORTH

MISCELLANEOUS

MINIMUM

MECHANICAL JOINT

MAXIMUM

MANHOLE

LONG

LINEAL FOOT/FEET

LENGTH OF CURVE

INCH/INCHES

INVERT ELEVATION

HOT MIX ASPHALT

FEET/FOOT

FLOWLINE

FIGURE

FINISHED GRADE

FINISHED FLOOR ELEVATION

FLARED END SECTION

FACE OF CURB

FIRE WATER

EXISTING

EACH WAY

ELEVATION

EXPANSION JOINT

ELECTRICAL

EAST

DUCTILE IRON PIPE

DIAMETER

DOWELED CONSTRUCTION JOINT ( TYP)

CENTER

CORRUGATED POLYETHYLENE PIPE

CONTRACTING OFFICER'S REPRESENTATIVE

CLEAN OUT

CONCRETE MASON WALL

CORRUGATED METAL PIPE

W/ TIE BARS. FREE EDGE PANELS

LONGITUDINAL CONTRACTION JOINT

CURB CUT

CATCH BASIN

BACK OF CURB

BUILDING NUMBER

BASE CIVIL ENGINEER

ANTI-TERRORISM FORCE PROTECTION

ASPHALT CONCRETE

WWF

W.S.

VAR

TYP

TOC, TC

THK

TEMP

STD

STCJ

STA

SQ.

SPEC.

SLP

SECT

SCH

REQD

RCP

RAD

PVMT

PVC

PSI

POV

PIV

PCC

OHP

ODOT

NTS

NIC

NFS

NAVD

NAD

MISC

MIN

M. JT.

MAX

HMA

FIG

FFE

FES

EXIST, EX

ELEV, EL

DIP

DIA

DCJ

CTR

CPEP

COR

CMU

CMP

CJTB

BOC

BLDG NO.

BCE

ATFP

UNDER GROUND ELECTRIC LINE

OVERHEAD ELECTRIC LINE

SHEET REFERENCE BOX

LIGHT POLE

DRAFTING LINE TYPES

LIMITED WORK LIMITS

CONTRACTORS WORK LIMITS

WATER VAULT

WATER CUT OFF VALVE

WATER METER

FENCE POST

GUY WIRE

GAS METER

ELECTRIC METER

POWER POLE

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HUNTINGTON DISTRICT

HUNTINGTON, WEST VIRGINIA 25701

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SEATTLE DISTRICT

4735 EAST MARGINAL WAY SOUTH

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FY23 PN504346 DLALE

DLA LETTERKENNY DISPOSITION SERVICES WAREHOUSE PROJECT

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ENVIRONMENTAL PROTECTION MEASURES

EPM NO. 20 - THE CONTRACTOR SHALL REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL ENVIRONMENTAL PROTECTION REQUIREMENTS.

BE IN COMPLIANCE WITH THE STATE 401 WATER QUALITY REGULATIONS.

401 WATER QUALITY REGULATIONS. SPECIFICATIONS. THE LIMITS OF THE OHWM SHALL BE COORDINATED WITH THE COR. ANY WORK BELOW THE OHWM SHALL SPECIFICATIONS. THE LIMITS OF THE OHWM SHALL BE COORDINATED WITH THE COR. ANY WORK BELOW THE OHWM SHALL BE IN COMPLIANCE WITH THE STATE EPM NO. 19 - THE CONTRACTOR SHALL AVOID WORK BELOW THE ORDINARY HIGH-WATER MARK (OHWM) UNLESS OTHERWISE INDICATED IN THE PLANS AND

* SPECIFIC DATES AND REQUIREMENTS FOR TREE CLEARING SHALL BE COORDINATED WITH THE COR.

AND MINIMIZE IMPACTS TO THESE SPECIES AS REQUIRED BY THE ENDANGERED SPECIES ACT.

EXCEPT DURING PERMISSIBLE TIMES OF TREE CLEARING INDICATED IN THE PLANS AND/OR PROJECT SPECIFICATIONS. THIS REQUIREMENT IS NECESSARY TO AVOID EPM NO. 18 - THIS PROJECT IS LOCATED WITHIN THE KNOWN HABITAT RANGES OF FEDERALLY LISTED BATS. NO TREES SHALL BE REMOVED UNDER THIS PROJECT

CLEARING OF BRUSH AND BRANCHES FOR SIGHT LINES SHALL BE HELD TO THE MINIMUM PRACTICAL LIMITS.

EPM NO. 17 - SURVEY LINES SHALL BE LOCATED, WHILE AVOIDING CUTTING LARGE TREES, AND TO MINIMIZE CLEARING, BEYOND ESTABLISHED CLEARING LIMITS.

PROTECTION FENCING SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT.

STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE PERMITTED WITHIN THE LIMITS OF THE FENCING. TREE TREE PROTECTION FENCE SHALL BE PLACED AT THE DRIPLINE (MINIMUM) UNLESS OTHERWISE INDICATED IN THE DRAWINGS OR SPECIFICATIONS. NO EPM NO. 16 - CONTRACTOR SHALL PLACE 4-FOOT-HIGH TREE PROTECTION FENCE AROUND ALL TREES WITHIN THE CONTRACTOR WORK LIMITS TO BE PRESERVED.

DAMAGE OR INJURE TREES AND SHRUBS WHICH ARE TO REMAIN.

EPM NO. 15 - DURING CLEARING OPERATIONS, TREES AND DEBRIS SHALL NOT BE ALLOWED TO FALL OUTSIDE THE CLEARING LIMITS WHERE SUCH FALLS WOULD

BE ADJUSTED TO THE SATISFACTION OF THE COR BEFORE WORK PROCEEDS.

SITE WHEN THE LIGHTING IS IN PLACE AND OPERATIVE PRIOR TO COMMENCING ANY WORK. IF GLARE IS DETECTED, THE LIGHT PLACEMENT AND SHIELDING SHALL ADJACENT ROADWAY. TO ENSURE THE ADEQUACY OF THE FLOODLIGHT PLACEMENT, THE CONTRACTOR AND THE COR SHALL WALK/DRIVE THROUGH THE WORK NIGHTTIME PERIODS SHALL BE ACCOMPLISHED SO THAT THE LIGHTS DO NOT CAUSE GLARE TO THE SURROUNDING PROPERTIES OR THE DRIVERS ON AN UNLESS OTHERWISE STATED IN THE PROJECT SPECIFICATIONS. IN ADDITION, FLOODLIGHTING OF THE PROJECT SITE FOR OPERATIONS CONDUCTED DURING EPM NO. 14 - TO REDUCE LIGHTING IMPACTS TO ADJACENT LANDS, THE CONTRACTOR SHALL COMPLY WITH LOCAL OR CITY LIGHTING ORDINANCES AT ALL TIMES

SUCH EQUIPMENT. ALL EQUIPMENT UTILIZING INTERNAL-COMBUSTION ENGINES SHALL HAVE PROPERLY FUNCTIONING MUFFLERS.

THE NOISE CREATED SUBSTANTIALLY EXCEEDS THE NOISE CUSTOMARILY AND NECESSARILY ATTENDANT TO THE REASONABLE AND EFFICIENT PERFORMANCE OF OTHERWISE STATED IN THE PROJECT SPECIFICATIONS. IN ADDITION, THE CONTRACTOR SHALL NOT OPERATE AT ANY TIME ANY DEVICE IN SUCH A MANNER THAT EPM NO. 13 - TO REDUCE NOISE IMPACTS TO ADJACENT LANDS, THE CONTRACTOR SHALL COMPLY WITH LOCAL OR CITY NOISE ORDINANCES AT ALL TIMES UNLESS

SHALL NOT BE ALLOWED TO SMOLDER. HIGH HEAT BURNING SHALL BE DONE IN BURNING BOXES, PORTABLE INCINERATORS, OPEN PITS, OR TRENCHES.

EPM NO. 12 - IF BURNING IS PERMITTED BY THE CONTRACTING OFFICER’S REPRESENTATIVE (COR), BURN PILES AND INDIVIDUAL PIECES OF BURNED MATERIAL

SPRINKLING, CHEMICAL TREATMENT, LIGHT BITUMINOUS TREATMENT, OR EQUAL METHODS SHALL BE IMPLEMENTED BY THE CONTRACTOR TO CONTROL DUST.

SHALL BE KEPT FREE FROM DUST WHICH WOULD CAUSE A HAZARD OR NUISANCE TO OTHERS. TEMPORARY METHODS OF STABILIZATION CONSISTING OF EPM NO. 11 - THE CONTRACTOR SHALL MINIMIZE DUST IMPACTS WITHIN THE CONSTRUCTION WORK LIMITS. AREAS OUTSIDE THE CONSTRUCTION WORK LIMITS

NOTE

AND/OR SCOPE OF WORK DOCUMENT OF THIS PARTICULAR PROJECT.

“ENVIRONMENTAL PROTECTION” ARE OUTLINED IN THE 01 57 20.00 01 SPECIFICATIONS

ARE TO BE STRICTLY ADHERED TO BY THE CONTRACTOR. THE OVERALL REQUIREMENTS OF

REGARDING APPLICABILITY OF EPMS ON THIS SHEET. EPMS THAT ARE DEEMED APPLICABLE

PROJECT. THE CONTRACTOR SHALL COORDINATE WITH THE COR, FOR QUESTIONS

SHEET MAY NOT BE APPLICABLE TO ANY CONSTRUCTION EFFORTS ON THIS PARTICULAR

PROJECTS. EVERY ENVIRONMENTAL PROTECTION MEASURE (EPM) DESCRIBED ON THIS

THIS SHEET IS INCLUDED IN ALL HUNTINGTON DISTRICT CORPS OF ENGINEERS (COE) 1.

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WATERWAYS. THE CONTRACTOR SHALL USE APPROPRIATE BMPs AT WASHOUT AREAS.

EPM NO. 10 - WATERS USED TO WASHDOWN EQUIPMENT SHALL BE DISPOSED OF IN A MANNER TO PREVENT THEIR DIRECT ENTRY INTO STORM SEWERS OR ADJACENT

AND IMPLEMENTATION OF THE PC PLAN IS THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR. REFER TO EPA PC REGULATION 40 CFR PART 112.

CAPACITY GREATER THAN 42,000 U.S. GALLONS SHALL HAVE A SPILL PREVENTION, CONTROL, AND COUNTERMEASURE (PC) PLAN DEVELOPED AND ONSITE. THE DEVELOPMENT EPM NO. 9 - CONSTRUCTION SITES WITH AN AGGREGATE ABOVEGROUND OIL STORAGE CAPACITY GREATER THAN 1,320 U.S. GALLONS OR A COMPLETELY BURIED STORAGE

WATERWAYS.

HERBICIDES, INSECTICIDES, LIME, WET CONCRETE, SILT OR ORGANIC OR OTHER ENVIRONMENTALLY DESTRUCTIVE MATERIAL FROM ENTERING ADJACENT STORM SEWERS OR EPM NO. 8 - AT ALL TIMES OF THE YEAR, SPECIAL MEASURES SHALL BE TAKEN TO PREVENT CHEMICALS, FUELS, OILS, GREASES, BITUMINOUS MATERIALS, WASTE WASHINGS, DISTURBED AREAS AND MATERIAL STORAGE AREAS SHALL BE INSPECTED FOR EVIDENCE OF OR POTENTIAL FOR POLLUTANTS ENTERING STORMWATER SYSTEMS.�

TEMPORARY AND PERMANENT SEEDING AND OTHER STABILIZATION MEASURES SHALL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH.�

POSTS ARE SECURELY IN THE GROUND.

SILT FENCES SHALL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, ETC. TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS AND TO DETERMINE IF THE �

TRAPS WHEN IT CONSUMES ONE-THIRD OF THE DESIGN VOLUME.

BUILT-UP SEDIMENT SHALL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE. SEDIMENT SHALL BE REMOVED FROM SILT �

24 HOURS.

ALL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER: IF REPAIRS OR OTHER MEASURES ARE FOUND TO BE NECESSARY, THEY SHALL BE INITIATED WITHIN �

RAIN PER 24-HOUR PERIOD OR AS REQUIRED BY LOCAL AND STATE REGULATIONS.

ALL CONTROL MEASURES SHALL BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN ONE-HALF INCH OF �

EPM NO. 7 - THE FOLLOWING INSPECTION AND MAINTENANCE PRACTICES SHALL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS AND STABILIZATION MEASURES:

GRADING WORK IN AREAS IS COMPLETED.

TEMPORARY OR PERMANENT SEED, MULCH, EROSION CONTROL FABRIC, OR OTHER CONTROLS AS SOON AS THE WORK IS COMPLETED, BUT NO LATER THAN 14 DAYS AFTER EPM NO. 6 - ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WHERE INDICATED ON THE PLANS AND IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. APPLY

ENTRANCES SHALL BE DESIGNED AND CONSTRUCTED ACCORDING TO APPLICABLE LOCAL AND STATE BMPs AND ACCEPTED GOOD ENGINEERING PRACTICE.

OCCUR PRIOR TO CLEARING AND GRADING WORK. CONSTRUCTION ENTRANCES SHALL DRAIN AWAY FROM EXISTING ROADWAYS WHERE PRACTICABLE. CONSTRUCTION EPM NO. 5 - THE CONTRACTOR SHALL INSTALL CONSTRUCTION ENTRANCES AT LOCATIONS WHERE EQUIPMENT ENTERS/EXITS THE CONSTRUCTION SITE. INSTALLATION SHALL

RUNOFF.

EPM NO. 4 - SILT TRAPS, SILT FENCES, AND/OR OTHER FILTERING DEVICES SHALL BE MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION TO CONTROL SEDIMENT

GOVERNMENT IN THE ENVIRONMENTAL PROTECTION PLAN.

EPM NO. 3 - FOR AREAS OF DISTURBANCE LESS THAN AN ACRE, THE CONTRACTOR SHALL IMPLEMENT APPLICABLE BEST MANAGEMENT PRACTICES (BMPs) AS APPROVED BY THE

HAVE A SWPPP AVAILABLE ONSITE. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL FEES AND FINES RESULTING FROM PROJECT PERMIT VIOLATIONS.

PRIOR TO LAND DISTURBANCE. THE CONTRACTOR SHALL IMPLEMENT GOVERNMENT APPROVED EROSION AND SEDIMENT CONTROL MEASURES. THE CONTRACTOR SHALL EPM NO. 2 - FOR AREAS OF DISTURBANCE OVER AN ACRE, AN NPDES GENERAL PERMIT FOR STORMWATER DISCHARGE FROM CONSTRUCTION ACTIVITIES MUST BE IN PLACE

ENVIRONMENTAL PROTECTION REQUIREMENTS OF THE CONTRACT AND THE APPROVED ENVIRONMENTAL PROTECTION PLAN.

EPM NO. 1 - THE CONTRACTOR SHALL CONDUCT FREQUENT ON THE JOB TRAINING COURSES, NOT LESS THAN MONTHLY, FOR THE PURPOSE OF EMPHASIZING THE

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INSIDE DIA.

G A

I.D.

#4 V B

A R S 2" C /C

4 1/4" #4V BARS @ 18" C/C

4 1/4"

B B

18"

12"

6" MIN.

S I

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A -L

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OF PIPE

BEVEL

ABOUT

SYMMETRICAL

#4H BAR

@ 12" C/C

#4V BARS

@ 18" C/C

#4V BARS

@ 18" C/C

#4V BARS

(SEE BACKWALL DETAIL)

FOR CONCRETE PIPE ONLY

#4H BAR

ELEVATION

NOT TO SCALE

6" MIN.

UNDER PIPE

EMBANKMENT

SLOPE

DETAIL

SEE BEVEL

#4H BAR

SEE BACKWALL

DETAIL (FOR

CONCRETE PIPE)

#4H BAR

#4V BARS

@ 18" C/C

#4V BARS

@ 12" C/C

SECTION A-A

NOT TO SCALE

A A

PLAN VIEW

NOT TO SCALE

#4H BAR

#4H BARS

#4V BARS

DETAIL OF BENT BARS

NOT TO SCALE

6" MIN.

UNDER PIPE

BACKWALL DETAIL

(FOR CONCRETE PIPE)

NOT TO SCALE

I .D

0.042xI.D. = BEVEL DEPTH

0.063xI.D. = BEVEL LENGTH

BEVEL DETAIL

NOT TO SCALE

WINGS FOR 2:1 SLOPE AND WARP EMBANKMENT TO 2:1 SLOPE AT WINGWALL.

IF EMBANKMENT SLOPE ABOVE WINGWALLS IS FLATTER THAN 2:1, PROVIDE

THE ENGINEER, MAY BE USED DURING CONSTRUCTION.

KEYED OR DOWELED TYPE CONSTRUCTION JOINTS, ACCEPTABLE TO

FOR CONCRETE PIPE.

BEVELS ARE NOT REQUIRED ON OUTLET WINGWALLS OR ON INLET WINGWALLS

FLOW LINE.

SIDE OF THE "BELL" OR "GROOVE" SHALL BE FILLED WITH CONCRETE UP TO THE

THE "BELL" OR "GROOVE" OF THE PIPE SHALL BE PLACED IN THE WALL, AND THE IN-

WHEN WINGWALLS ARE PLACED ON THE INLET END OF CONCRETE PIPE,

THE END OF THE PIPE TO THE FACE OF THE WALL.

WALL AS SHOWN ON THE "BEVEL DETAIL", AND THE BEVEL CONSTRUCTED FROM

OPENING. THE END OF THE PIPE SHALL BE SET IN FROM THE FACE OF THE

METAL OR STRUCTURAL PLATE PIPE, A BEVEL SHALL BE USED AT THE INLET

WHEN WINGWALLS ARE PLACED ON THE INLET END OF CORRUGATED

FINISHED GROUND LINE.

ON VERTICAL EDGES SHALL BE CONTINUED A MINIMUM OF ONE FOOT BELOW

ALL EXPOSED EDGES SHALL HAVE A 3/4" X 45 CHAMFER. CHAMFER

THE FACE OF THE BAR TO THE GROUND CONTACT SURFACE.

CONCRETE IS DEPOSITED ON THE GROUND SHALL HAVE 3" OF CONCRETE FROM

OTHERWISE NOTED ON THE PLANS. REINFORCEMENT IN MEMBERS WHERE

FROM THE SURFACE OF THE CONCRETE TO THE FACE OF THE BAR, UNLESS

THE COVERING FOR REINFORCING STEEL SHALL BE 2" MEASURED

THE REQUIREMENTS OF SPECIFICATION 03 30 00.

REINFORCING STEEL SHALL BE NEW BILLET STEEL AND SHALL CONFORM TO

ALL CONCRETE SHALL BE 4,000 PSI CONCRETE.

NOTES

2'-0"

INSIDE

DIA.

PIPE

12"

SLOPE

FILL

2:1

A B C D E F G H

0'-10" 1'-11" 6'-7 1/2" 3'-3 1/4" 0'-8" 0'-5 3/8"2'-0" * *

2'-2" t

0'-6" t

0'-2 1/2" t

BEVEL: DEPTH = 3/4" - LENGTH = 1"

DIMENSIONS

MARK SIZE

NO. OF

BARS A B TOTAL

LENGTH

TYPE

1'-10" 3'-2 1/2" 8'-3" BENT

6'-1"

3'-0"

ST.

BENT

CONC.

(R.C.P.) C.Y.

REINFORCEMENT QUANTITIES

CONC.

(C.M.P.) C.Y.

STEEL

LBS.

0.61 0.62 41.2

2'-0"18" 2:1 1'-1" 2'-2" 6'-10 1/2" 3'-3 1/4" 0'-8" 0'-5 3/8"2'-3" * *

2'-2" t

0'-6" t

0'-2 1/2" t

BEVEL: DEPTH = 3/4" - LENGTH = 1 1/4"

* H1

2'-1" 3'-2 1/2" 8'-6" BENT

6'-4"

3'-0"

ST.

BENT

0.67 0.68 41.8

2'-8"24" 2:1 1'-4" 2'-9" 8'-10 1/2" 4'-2 1/2" 0'-8" 0'-5 3/8"2'-11" * *

2'-10" t

0'-6" t

0'-2 1/2" t

BEVEL: DEPTH = 1" - LENGTH = 1 1/2"

* H1

2'-9" 4'-1 1/2" 11'-0" BENT

8'-4"

3'-0"

ST.

BENT

1.01 1.02 52.4

3'-1"30" 2:1 1'-7" 3'-3" 10'-4 1/2" 4'-11" 0'-9" 0'-6 3/4"3'-5" * *

3'-4" t

0'-6" t

0'-2 1/2" t

BEVEL: DEPTH = 1 1/4" - LENGTH = 2"

* H1

3'-3" 4'-10 1/2" 13'-0" BENT

9'-10"

3'-0"

ST.

BENT

1.32 1.37 58.1

3'-9"36" 2:1 1'-10" 3'-10" 12'-4 1/2" 5'-10 1/2" 0'-9" 0'-6 3/4"4'-1" * *

4'-0" t

0'-6" t

0'-2 1/2" t

BEVEL: DEPTH = 1 1/2" - LENGTH = 2 1/4"

* H1

3'-11" 5'-9 1/2" 15'-6" BENT

11'-10"

3'-0"

ST.

BENT

1.79 1.86 70.8

DIMENSIONS FOR INLET WINGWALLS ON CORRUGATED METAL PIPE (TO ACCOMMODATE THE BEVEL).

DIMENSIONS FOR INLET WINGWALLS ON CONCRETE PIPE AND ALL OUTLET WINGWALLS.t

PIPE CULVERT WINGWALLS DETAIL

NOT TO SCALE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

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A T

SHEET ID

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U .S

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WATER

VALVE

R e v

A -L

E T

T E

R K

E N

N Y

P A

L E

T T

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N N

N T

T O

N W

E S

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N D

Y D

E T

S C

S .d

FIRE HYDRANT

BURY LINE

WITH CONCRETE INFILL

SOLID CONCRETE BLOCK

THRUST BLOCK

POURED CONCRETE

LIMESTONE (AASHTO #57)

CLEAN GRADED

BARRIER

4 MIL PLASTIC

OPENING

WEEP HOLE

PLUG

VALVE BOX

WHERE TRACER WIRE IS REQUIRED IN TRENCH DETAIL.

WIRE COILED IN VALVE BOX. (TYPICAL OF TWO (2))

PROVIDE A MINIMUM OF THREE FEET (3') OF TRACER

BELOW TOP OF VALVE BOX. INSTALL TRACER WIRE.

DRILL HOLE THROUGH VALVE BOX AT LOCATION 8"

BLOCK 24" DIA. x 6" THICK

POURED CONCRETE STABILIZING

IN TRENCH DETAIL.

PLASTIC STRAPS WHERE TRACER WIRE IS REQUIRED

SECURE TRACER WIRE TO VALVE BOX WITH TAPE OR

WHERE TRACER WIRE IS REQUIRED IN TRENCH DETAIL.

WITH TAPE OR PLASTIC STRAPS AT MAXIMUM 8' INTERVALS

INSTALL TRACER WIRE ON TOP OF WATER LINE. SECURE

VALVE BOX ADAPTER

THRUST BLOCK

POURED CONCRETE

WATERLINE

HYDRANTS, FURNISH AND INSTALL PLUG

SWIVEL HYDRANT TEE. FOR END OF LINE

RESTRAINTS AT ALL MECHANICAL JOINTS.

GATE VALVE TO FIRE HYDRANT. MECHANICAL JOINT

FROM SWIVEL HYDRANT TEE TO GATE VALVE AND FROM

TWO (2) 3/4" ALL THREAD RODS WITH COAL TAR COATING

TRENCH DETAIL

DEPTH AS PER

COVER

12" MIN.

VALVE

6" GATE

VALVE BOX

VALVE BOX PLUG

ADAPTER

VALVE BOX

WATERLINE

CONCRETE FILLER

CONCRETE BLOCKS

TWO (2) SOLID

WATERLINE

GATE VALVE

REQUIRED IN TRENCH DETAIL.

VALVE BOX. (TYPICAL OF TWO (2) WHERE TRACER WIRE IS

MINIMUM OF THREE FEET (3') OF TRACER WIRE COILED IN

TOP OF VALVE BOX. INSTALL TRACER WIRE. PROVIDE A

DRILL HOLE THROUGH VALVE BOX AT LOCATION 8" BELOW

REQUIRED IN TRENCH DETAIL.

WHERE TRACER WIRE IS

PLASTIC STRAPS

VALVE BOX WITH TAPE OR

SECURE TRACER WIRE TO

REQUIRED IN TRENCH DETAIL.

WHERE TRACER WIRE IS

AT MAXIMUM 8' INTERVALS

WITH TAPE OR PLASTIC STRAPS

TOP OF WATER LINE. SECURE

INSTALL TRACER WIRE ON

STABILIZING BLOCK

POURED CONCRETE

24" DIA. X 6" THICK

COUPLING

PACK JOINT

3/4" PACK JOINT x FNPT COUPLING

BRASS NIPPLE

3/4" THREADED

WATERLINE

2" PVC SDR 21

2" DI M. JT CAP

TUBING

SERVICE

WATERLINE

8"…

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File details come from the government source that posted it. Updated Mar 21, 2024.