Pages from A.03.09 Plans 1 of 4.pdf
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- Solicitation number
- W9123722B0004
About this file
This document provides details for a federal construction contract opportunity issued by the Department of the Army Corps of Engineers Engineering District Huntington. The solicitation seeks a contractor to perform cleaning and painting of tainter gates located at three lakes in Ohio: Alum Creek Lake, Paint Creek Lake, and Delaware Lake. An organized site visit will be held on August 30th for interested bidders. The contract is set aside exclusively for small businesses and will be awarded to the lowest priced responsive and responsible bidder. Bid submissions are due electronically through DOD SAFE and must be received by the contracting officer and specialist by the deadline. The work includes painting and cleaning tainter gates and related structures at the three lake locations. The NAICS code for this opportunity is 237990 and the small business size standard is $39.5 million average annual receipts.
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US ARMY CORPS
OF ENGINEERS
HUNTINGTON DISTRICT
ER 1110-1-8152.
THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY
INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN
SIGNATURES AND REGISTRATION DESIGNATIONS OF
OF THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR
THIS PROJECT WAS DESIGNED BY THE HUNTINGTON DISTRICT
Construction Division Chief, Engineering &
DENNIS E. HUGHES, P.E.,
(CELRH-ECD-S)
Chief, Structural Section
RODNEY G. CREMEANS, P.E.,
ISSUE DATE:
CONTRACT NO.:
SOLICITATION NO.:
GI000
C O
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CLEANING AND PAINTING TAINTER GATES AND ASSOCIATED ITEMS
ALUM CREEK LAKE, PAINT CREEK LAKE, AND DELAWARE LAKE
SCIOTO AREA
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SEEDING REQUIREMENTS
GENERAL NOTES
CONTRACTOR WORK LIMITS
OWNERS OR UTILITY COMPANIES.
ALL WORK IS LOCATED ON LANDS OWNED BY THE UNITED STATES GOVERNMENT. SOME AREAS OF THE PROJECT MAY BE LOCATED ON EASEMENTS GRANTED TO THE GOVERNMENT BY PRIVATE LAND 14.
FINES/FEES FOR VIOLATION OR NON-COMPLIANCE WITH FEDERAL, STATE, REGIONAL AND LOCAL LAWS AND REGULATIONS ARE THE CONTRACTOR'S RESPONSIBILITY.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF FEES ASSOCIATED WITH ALL PERMITS, APPLICATION, AND/OR NOTICES OBTAINED BY THE CONTRACTOR, AND PAYMENT OF ALL 13.
FEES AND FINES RESULTING FROM PROJECT PERMIT VIOLATIONS.
COMPLY WITH ALL REQUIREMENTS OF THE GENERAL PERMIT INCLUDING THE PREPARATION OF A STORM WATER POLLUTION PREVENTION PLAN (SWPPP). THE CONTRACTOR IS RESPONSIBLE FOR ALL
DISTURBANCE TO BE LESS THAN ONE ACRE. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND FILE FOR A NOTICE OF INTENT IF WARRANTED. IF OBTAINED, THE CONTRACTOR SHALL
A CONSTRUCTION STORMWATER NOTICE OF INTENT HAS NOT BEEN FILED WITH THE OHIO DEPARTMENT OF ENVIRONMENTAL PROTECTION. THE GOVERNMENT ESTIMATES THE CONSTRUCTION 12.
THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS NOT OBTAINED BY THE GOVERNMENT PRIOR TO THE START OF ANY CONSTRUCTION. 11.
RECOMMENDATION SHALL BE REPORTED TO THE CONTRACTING OFFICER AS SOON AS POSSIBLE.
ALL PRODUCTS AND EQUIPMENT SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS UNLESS NOTED OTHERWISE. ANY DEVIATION IN THE PLANS FROM THE MANUFACTURER'S 10.
CONDITIONS MUST BE REPORTED IMMEDIATELY TO THE CONTRACTING OFFICER.
FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. ANY DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS AND THE ACTUAL FIELD 9.
PAVEMENTS, LAWNS, AND STRUCTURES.
THE CONTRACTOR SHALL REPAIR OR REPLACE IN LIKE KIND ANY EXISTING PROPERTY DAMAGED DURING CONSTRUCTION, TO THE SATISFACTION OF THE CONTRACTING OFFICER, INCLUDING 8.
THE CONTRACTOR SHALL MAINTAIN A CLEAR AND SAFE MEANS OF INGRESS AND EGRESS FROM THE WORK AREA IN ACCORDANCE WITH THE REQUIREMENTS OF ALL APPLICABLE AGENCIES.7.
AND PROPERTY TO ITS ORIGINAL CONDITION TO THE SATISFACTION OF THE CONTRACTING OFFICER.
UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL CLEAN UP ALL DEBRIS AND MATERIALS RESULTING FROM HIS OPERATION AND RESTORE ALL SURFACES, STRUCTURES, DITCHES, 6.
ALL ORGANIC WASTE, INCLUDING WASTE CONSTRUCTION MATERIALS, SHALL BE DISPOSED OF AT AN APPROVED SANITARY LANDFILL.5.
INCIDENTAL TO THE CONSTRUCTION OF IDENTIFIED ITEMS.
ALL ITEMS OF WORK CALLED FOR ON THE PLANS FOR WHICH NO SPECIFIC ITEM OF CONSTRUCTION IS IDENTIFIED SHALL BE PERFORMED BY THE CONTRACTOR AND THE COST OF SAME SHALL BE 4.
THE CURRENT EDITION AT CONTRACT AWARD OF THE US ARMY CORPS OF ENGINEERS SAFETY AND HEALTH REQUIREMENTS MANUAL, EM 385-1-1.
COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 IS REQUIRED OF THE CONTRACTOR AND ALL SUBCONTRACTORS ON THE PROJECT. THE CONTRACTOR SHALL COMPLY WITH 3.
ANY MODIFICATION TO THE SPECIFICATIONS OR CHANGES TO THE WORK AS SHOWN ON THESE DRAWINGS MUST HAVE PRIOR WRITTEN APPROVAL OF THE CONTRACTING OFFICER.2.
OPTION 3 - GATE NUMBER 3 AT DELAWARE LAKE; OPTION 4 - REMAINING 3 GATES AT DELAWARE LAKE.
BASE - 3 GATES AT ALUM CREEK LAKE; OPTION 1 - 3 GATES AT PAINT CREEK LAKE; OPTION 2 - GATES 1 & 2 AT DELAWARE LAKE; 1.
CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EMBANKMENTS AND DITCHES FROM SURFACE EROSION.
NOT BE SO THICK AS TO COMPLETELY BLOCK SUNLIGHT PENETRATION TO THE GROUND SURFACE. ALL AREAS INSTALLED WITH SEED SHALL BE MULCHED ON THE SAME DAY AS THE SEEDING. THE
STRAW / MULCH SHALL BE SPREAD UNIFORMLY AT THE RATE OF 50 POUNDS PER 1000 SQUARE FEET. MULCH SHALL BE SPREAD BY HAND. MULCH SHALL NOT BE BUNCHED OR CLUMPED, AND SHALL 6.
STRAW / MULCH SHALL BE FREE FROM WEEDS, MOLD, AND OTHER DELETERIOUS MATERIALS. MULCH SHALL BE COMPOSED OF STRAW NATIVE TO THE REGION. HAY SHALL NOT BE USED AS MULCH. 5.
SY BY HAND OR USING BROADCAST SEEDERS. SEED APPLIED BY BROADCAST SEEDERS SHALL BE COVERED BY A MAXIMUM 1/4-INCH SOIL DEPTH.
SEEDING OPERATIONS SHALL NOT TAKE PLACE WHEN THE WIND VELOCITY WILL PREVENT UNIFORM SEED DISTRIBUTION. SEED SHALL BE UNIFORMLY BROADCAST AT THE RATE OF 5 POUNDS PER 100 4.
DUE TO THE ADDITION OF ANNUAL RYE.
THE PERENNIAL GRASS REQUIRED SUCH THAT GROUND COVER IS ESTABLISHED AS SOON AS POSSIBLE. NO REDUCTION IN APPLICATION RATE SHALL BE MADE TO THE PERENNIAL SEED MIXTURE
IN THE EVENT CONSTRUCTION ACTIVITIES PROCEED OUTSIDE OF THE NORMAL GROWING SEASON (AFTER SEPTEMBER 30TH), THE CONTRACTOR SHALL PROVIDE ANNUAL RYE GRASS IN ADDITION TO 3.
LINE WORK.
SEED MIXTURE SHALL CONTAIN PERENNIAL NATIVE GRASSES AND NO INVASIVE OR GENETICALLY MODIFIED SPECIES. SEED MIXTURE SHALL BE SUBMITTED FOR APPROVAL PRIOR TO COMPLETION OF 2.
AREA.
THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO THEIR FINAL STATE (GRADED, SEEDED, AND MULCHED) WITHIN SEVEN (7) DAYS OF THE END OF CONSTRUCTION ACTIVITIES IN A WORK 1.
OPERATIONS BUILDINGS OR THE DAM. STEEL ROAD PLATES SHALL BE PROVIDED TO ALLOW IMMEDIATE CROSSING OF THE WORK IF NECESSARY.
OPERATIONS PERSONNEL CAN ACCESS ALL FACILITIES WITHIN AND AROUND THE PROJECT AREA. THE CONTRACTOR'S ACTIVITIES SHALL NOT COMPLETELY BLOCK ACCESS TO EXISTING
USACE OPERATIONS PERSONNEL WILL REQUIRE ACCESS TO PORTIONS OF THE SITE DURING CONSTRUCTION. THE CONTRACTOR SHALL MAKE ALL PROVISIONS NECESSARY SUCH THAT 5.
THE CONTRACTOR SHALL USE STEEL ROAD PLATES TO SPAN TRENCHES TO ALLOW TRAFFIC TO PASS AS NECESSARY. 4.
ADVANCED WARNING SIGNING AND FLAGMEN ON EACH SIDE OF THE CLOSURE TO CONTROL TRAFFIC IN THE AREA.
THE CONTRACTOR SHALL NOT BLOCK OR CLOSE ANY ROADWAY WITHOUT THE APPROVAL OF THE CONTRACTING OFFICER. IF A LANE MUST BE RESTRICTED, THE CONTRACTOR SHALL EMPLOY 3.
MATERIALS AND/OR EQUIPMENT PLACED IN AN UNAPPROVED AREA.
LIMITED WORK LIMIT (LWL) AREAS SHALL BE DEFINED AS AREAS REQUIRED FOR ACCESS, LAYDOWN, AND EMPLOYEE PARKING. THE CONTRACTOR WILL BE REQUIRED TO IMMEDIATELY MOVE ANY 2.
THE CONTRACTOR WORK LIMITS (CWL) ARE SET BY THE BOUNDARY SHOWN ON THE PROJECT AREA MAP ON SHEET CS102.1.
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MAPPING ABBREVIATIONS
SECTION DESIGNATIONS
CENTERLINE, BASELINE OR AXIS
RWL RESTRICTED WORK LIMITS
LWL
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RESTRICTED WORK LIMITS
S.F. SILT FENCE
COMBINATION CWL - PL LINE
COMBINATION CWL - LWL LINE
CWL / PL
CWL / LWL
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FIRE HYDRANT
SIGN POST
SWAMP
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MAIL BOX
TREE / BUSH
BRUSH LINE
LIGHT POLE
CORPORATE BOUNDARY LIMITS
CENTERLINE
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GUY WIRE
STREET LIGHT
TRANSMISSION TOWER
WOODEN HUB
PHANTOM LINE
FLOOD GATE
TANKS
POST
FENCE
TREELINE
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CONTRACTOR WORK LIMITS
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AMERICAN CONCRETE INSTITUTE
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AMERICAN WATER WORKS ASSOC.
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CUBIC YARD
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NUMBER
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EDGE OF ROAD
HIGH STRENGTH
MECHANICAL JOINT
LIMITED WORK LIMITSLWL
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POINT OF CURVATURE
POINT OF INTERSECTION
PLATE OR PROPERTY LINE
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OUTSIDE DIAMETER
OUTSIDE FACE
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REINFORCING
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STIRRUPS
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SYMMETRICAL
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TOP OF EXCAVATION
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VERTICAL
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VERTICAL CURVE
VERTICAL POINT OF TANGENCY
VERTICAL POINT OF CURVATURE
VERTICAL POINT OF INTERSECTION
OC
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STIR
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POE
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STAINLESS STEEL, SIDE SLOPE
UP UNDERGROUND POWER
OP OVERHEAD POWER
RADIUS
ROAD
SAN SANITARY
ST STORM
SR STATE ROUTE
WATERWAT
SAS SANITARY SEWER
PVC
W/L WATER LINE
TOP OF SLAB
TOC
TOS
POINT OF ENDING
POINT OF TANGENCY
PROJECTION
POUNDS PER SQUARE INCH
POUNDS PER SQUARE FOOT
POLYVINYL CHLORIDE PIPE
QUANTITY
TOP OF CONCRETE, TOP OF CASTING
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SSFM
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RR SPIKE
SANITARY
DRAINAGE
UTILITIES
ROADS AND RAILWAYS
EARTHWORK
SURVEY SYMBOLS
FIBER OPTIC EXISTING
FIBER OPTIC PROPOSED
HORIZONTAL/VERTICAL CONTROL
UNDERGROUND ELECTRIC - EXISTING
UNDERGROUND TELEPHONE - EXISTING
COUNTY ROAD212
CB
FLOW
GUARDRAIL
RAILROAD
UNIMPROVED ROAD
STATE HIGHWAY
CURB
ROAD
TRAIL
RAILROAD
INTERSTATE HIGHWAY
US HIGHWAY
FORCE MAIN
SANITARY SEWER - EXISTING
SANITARY SEWER - PROPOSED
SANITARY MANHOLE
CULVERT END
HEADWALL
CATCH BASIN OR DROP INLET
DIRECTION OF FLOW
PIPE TO BE REMOVED
CULVERT
PIPE TO BE PLUGGED AND ABANDONED
STORM SEWER - EXISTING
STORM SEWER - PROPOSED
DITCH OR SWALE
STORM MANHOLE
FORCE MAIN
VALVE
ELECTRIC MANHOLE
GAS METER
WATER METER
WATER LINE - EXISTING
WATER LINE - PROPOSED
GAS LINE - EXISTING
GAS LINE - PROPOSED
ELECTRIC - EXISTING
TELEPHONE/COMMUNICATION - EXISTING
CABLE TV - PROPOSED/RELOCATED/TO BE RAISED
CABLE TV - EXISTING
ELECTRIC - PROPOSED/RELOCATED/TO BE RAISED
TO BE RAISED
TELEPHONE/COMMUNICATION - PROPOSED/RELOCATED/
POWER LINE TO BE ABANDONED
UNIFORM SLOPE DESIGNATON
STONE SLOPE PROTECTION LIMITS (PLAN)
IN SITU ROCK
CONTAMINATED SOIL
EXISTING GROUND
FINISHED GRADE
IRON PIN AND CAP
LIGHT ON POWER POLE
CONCRETE MONUMENT
GPS MONUMENT
CORE DRILL HOLE UNDRILLED
CORE DRILL HOLE DRILLED
SPOT ELEVATION LOCATOR
RAILROAD SPIKE
IPC
HORIZONTAL CONTROL POINT
VERTICAL CONTROL POINT
MONUMENT
EXISTING CULVERT PIPE
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EPM NO. 16 - BORROW AREAS SHALL NOT BE LOCATED IN OR ADJACENT TO LIVE STREAMS.
EPM NO. 15 - SLOPES OF THE BORROW SITE SHALL BE GRADED AND DRESSED TO BLEND WITH THE ADJACENT TERRAIN.
RECLAMATION PLAN.
EPM NO. 14 - DEVELOPMENT AND RECLAMATION OF BORROW AREAS SHALL BE IN ACCORDANCE WITH THE APPROVED BORROW AREA
APPROVED BY THE CONTRACTING OFFICER.
DOWN THE SLOPE. THE LOG BARRIERS SHALL BE PLACED AT THE EDGE OF THE CLEARED AREA OR IN OTHER LOCATIONS UP THE SLOPE AS
EPM NO. 13 - THE CONTRACTOR SHALL ERECT LOG BARRIERS IN SPECIFIED LOCATIONS TO PREVENT EXCAVATED MATERIAL FROM ESCAPING
THE LANDSCAPE, UNLESS OTHERWISE SPECIFIED.
CONTRACTOR'S BUILDINGS SHALL BE REMOVED, AND THE SITES WILL BE RESTORED TO A NEAT AND PRESENTABLE CONDITION APPROPRIATE TO
EPM NO. 12 - WHEN WORK IS COMPLETED, WHETHER ON GOVERNMENT-OWNED LANDS OR ON PRIVATE LANDS, ALL CAMP, STORAGE AND OTHER
WARNING SIGNS SHALL BE PROVIDE AT HIKING TRAILS AND MAINTAINED DURING CONSTRUCTION OPERATIONS.
TO PROVIDE ACCESS. LOCATION OF REROUTED TRAILS SHALL BE SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER. TRAFFIC
EPM NO. 11 - WHERE EXCAVATION OF TRAILS IS NECESSARY, RAMPS SHALL BE CONSTRUCTED IN CUTS AREAS OR TRAILS SHALL BE REROUTED
SHALL BE MAINTAINED IN A SAFE AND PASSABLE CONDITION AT ALL TIMES.
EPM NO. 10 - WHERE GAME TRAILS OR HIKING TRAILS CROSS CONSTRUCTION AREAS, SUCH TRAILS SHALL NOT BE COVERED BY DEBRIS AND
COLOR APPROXIMATELY MATCHING THE COLOR OF THE BARK.
EPM NO. 9 - ALL TREATED WOUNDS AND SPECIFIED PRUNING CUTS SHALL BE PAINTED WITH AN APPROVED TREE PRUNING COMPOUND OF A
EPM NO. 8 - ALL TRIMMING OR PRUNING SHALL BE DONE WITH SAWS OR PRUNING SHEARS. TREE TRIMMING WITH AXES WILL NOT BE PERMITTED.
WHICH ARE TO REMAIN.
EPM NO. 7 - ROPES, GUYS OR OTHER MEANS SHALL BE USED WHERE NECESSARY TO RESTRAIN MATERIALS FROM DAMAGING TREES OR SHRUBS
WILL DAMAGE OR INJURE TREES AND SHRUBS WHICH ARE TO REMAIN.
FALLS WOULD DAMAGE OR INJURE TREES AND SHRUBS WHICH ARE TO REMAIN AND WHERE OPERATIONS FOR REMOVAL OF FALLEN MATERIALS
EPM NO. 6 - DURING CLEARING OPERATIONS, TREES AND DEBRIS SHALL NOT BE ALLOWED TO FALL OUTSIDE THE CLEARING LIMITS WHERE SUCH
EPM NO. 5 - WHERE TREE CLIMBING IS NECESSARY, THE USE OF CLIMBING SPURS WILL NOT BE PERMITTED.
CLEATS SHALL BE TIED BEFORE ANY ROPE, CABLE OR WIRE IS PLACED.
TREE. THE TRUNK SHALL FIRST BE WRAPPED WITH NOT LESS THAN 4 LAYERS OF BURLAP OR EQUIVALENT PADDING OVER WHICH SOFTWOOD
SPECIFICALLY AUTHORIZED BY THE CONTRACTING OFFICER, WHERE SUCH ANCHORAGE IS PERMITTED, IN ORDER TO PREVENT DAMAGE TO THE
EPM NO. 4 - EXCEPT IN AREAS TO BE CLEARED, NO ROPES, CABLES OR GUYS SHALL BE FASTENED TO OR ATTACHED TO TREES. UNLESS
CLEARING LIMITS. CLEARING OF BRUSH AND BRANCHES FOR SIGHT LINES SHALL BE HELD TO THE MINIMUM PRACTICAL LIMITS.
EPM NO. 3 - SURVEY LINES SHALL BE LOCATED, WHILE AVOIDING CUTTING LARGE TREES, AND TO MINIMIZE CLEARING, BEYOND ESTABLISHED
EXPOSED BY DRAWDOWN OF THE RESERVOIR SHALL BE PRESERVED.
EPM NO. 2 - IF APPLICABLE, ROCK FACES AND OTHER INTERESTING GEOLOGIC FEATURES, INCLUDING NATURAL BOAT LANDINGS, WHICH WILL BE
EMPHASIZING THE 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
NOT DEFACE THE LANDSCAPE.
EPM NO. 32 - LOOSE ROCKS, COBBLES AND BOULDERS FALLING OUTSIDE THE FINISHED SLOPES SHALL BE REMOVED IN SUCH A MANNER AS TO
EPM NO. 31 - OTHER THAN SOLID ROCK, THE TOPS OF EXCAVATED SLOPES SHALL BE ROUNDED OFF AS SHOWN ON THE CONTRACT DRAWINGS.
EPM NO. 30 - DON'T USE CUTTING BLADES ON DOZERS WHEN EXCAVATING ON SLOPES.
EPM NO. 29 - FULL U-BLADES SHALL BE USED ON DOZERS EXCAVATING ON SLOPES.
DOES NOT CONTRIBUTE TO LOSS OF MATERIAL DOWN THE SLOPE.
EPM NO. 28 - EXCAVATION OF BLASTED MATERIAL SHALL BE CONDUCTED IN SUCH A MANNER THAT OPERATION OF EXCAVATION EQUIPMENT
SLOPE. RETENTION RIDGES AIDS IN ROCK RETENTION DURING BLASTING AND PREVENTS PARTICLE LOSS DURING LOADING AND HAULING.
BENCHED CUTS SHALL BE SUCH AS TO PROVIDE RETENTION RIDGES OF ROCK TO ACT AS A RESTRAINT AGAINST LOSS OF MATERIAL DOWN THE
EPM NO. 27 - USE RETENTION RIDGES: THE PATTERN OF DRILLING AND THE DEPTH, SIZE AND LOADING OF HOLES ALONG THE OUTER EDGE OF
EPM NO. 26 - WASTE MATERIALS SHALL NOT BE DUMPED ON SLOPES.
EPM NO. 25 - HIGH HEAT BURNING SHALL BE DONE IN BURNING BOXES, PORTABLE INCINERATORS, OPEN PITS OR TRENCHES.
EPM NO. 24 - BURN PILES AND INDIVIDUAL PIECES OF BURNED MATERIAL SHALL NOT BE ALLOWED TO SMOLDER.
TREATMENT OR EQUAL METHODS SHALL BE PROVIDED TO CONTROL DUST (NOTE SEE EPM NO.22, EPM NO.17)
EPM NO. 23 - USE APPROVED TEMPORARY METHODS OF STABILIZATION CONSISTING OF SPRINKLING, CHEMICAL TREATMENT, LIGHT BITUMINOUS
WOULD CAUSE A HAZARD OR NUISANCE TO OTHERS.
BORROW-AREAS, AND ALL OTHER WORK-AREAS WITHIN OR OUTSIDE THE PROJECT BOUNDARIES ARE TO BE KEPT FREE FROM DUST WHICH
EPM NO. 22 - THE CONTRACTOR SHALL MAINTAIN ALL EXCAVATIONS, EMBANKMENTS, STOCKPILES, ROADS, PLANT SITES, WASTE-AREAS, PASSAGE AND SPAWNING OF GAME FISH. INCLUDING BUT NOT LIMITED TO USING EPM-NO. 20
EPM NO. 21 - THE CONTRACTOR SHALL PERFORM ALL WORK IN A MANNER TO PREVENT ANY INTERFERENCE OR DISTURBANCE TO THE SAFE
EPM-NO. 20 - WHERE FREQUENT STREAM CROSSINGS ARE NECESSARY, TEMPORARY CULVERTS OR BRIDGES SHALL BE PROVIDED.
CHANNEL DIVERSION ONLY.
EPM NO. 19 - THE USE OF EQUIPMENT WITHIN STREAMS SHALL BE HELD TO THAT NECESSARY FOR PREPARING A BASE FOR CULVERTS AND FOR
EPM NO. 18 - WATERS USED TO WASH DOWN EQUIPMENT SHALL BE DISPOSED OF IN A MANNER TO PREVENT THEIR ENTRY INTO WATERWAYS.
DESTRUCTIVE MATERIAL FROM ENTERING THE WATERWAYS.
MATERIALS, WASTE WASHINGS, HERBICIDES, INSECTICIDES, LIME, WET CONCRETE, CEMENT, SILT OR ORGANIC OR OTHER ENVIRONMENTALLY
EPM NO. 17 - AT ALL TIMES OF THE YEAR, SPECIAL MEASURES SHALL BE TAKEN TO PREVENT CHEMICALS, FUELS, OILS, GREASES, BITUMINOUS
ENVIRONMENTAL PROTECTION MEASURES
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NOT TO SCALE NOT TO SCALE
TO L
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CENTER R
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N
LEGEND
NOTES
CWL CONTRACTOR WORK LIMITS
A1 60' 120'0
FLO
W
DAM A
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ROAD
L R
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SCALE: 1" = 60' CS101
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N 189000
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LEGEND
CWL CONTRACTOR WORK LIMITS
LWL LIMITED WORK LIMITS
A-1
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NOTES
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AS CONTRACTING OFFICERS REPRESENTATIVE.
LAY DOWN AREA TO BE VERIFIED BY SITE PERSONNEL, AS WELL 3.
CONSTRUCTION CONDITION.
DEBRIS FROM THE CWL AND LAY DOWN AREAS TO THEIR PRE
OF CWL PERMITTED. THE CONTRACTOR SHALL REMOVE ALL
WORKING AREAS ONLY. NO ACCESS TO WATER AREAS OUTSIDE
CONTRACTOR WORK LIMITS (CWL) SHALL BE USED FOR 2.
THAN INGRESS/EGRESS TO THE CWL AND LAY DOWN AREA.
BLOCK, OBSTRUCT, OR USE THE LWL FOR ANY PURPOSE OTHER
LIMITED WORK LIMITS (LWL) THE CONTRACTOR SHALL NOT 1.
N 189000 N 189000
E
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100' 200'0A1
CONTRACTOR WORK LIMITS
SCALE: 1" = 100'
CWL CWL
C W
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C W
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C W
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CWL
CWL
CWL
A-2
A-3
A-4
A-5
A-6
A-7 A-8 A-9
A-10
A-11
A-12
A-13
A-14
A-15
A-16
A-17
A-18
A-19
A-20
A-21
A-22
A-23
A-24
A-25
A-26
A-27
A-28
A-29
A-30
A-31
A-32 A-33
A-34
A-35
A-36
A-37
A-38
A-39
A-40
A-41
A-42
A-43
A-44A-45
A-46
E
E
PROJECT LOCATION
PAINT CREEK LAKE
N
BOUNDARY
HUNTINGTON DISTRICT
HUNTINGTON DISTRICT VICINITY MAP
LOCATION MAP
N
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NOTES
CWL CONTRACTOR WORK LIMITS
A1 60' 120'0
FLOW
L R
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SCALE: 1" = 60' CS103
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A1 60' 120'0
CONTRACTOR WORK LIMITS
SCALE: 1" = 60'
NOTES
WELL AS CONTRACTING OFFICERS REPRESENTATIVE.
LAY DOWN AREA TO BE VERIFIED BY SITE PERSONNEL, AS 3.
TO THEIR PRE CONSTRUCTION CONDITION.
REMOVE ALL DEBRIS FROM THE CWL AND LAY DOWN AREAS
OUTSIDE OF CWL PERMITTED. THE CONTRACTOR SHALL
WORKING AREAS ONLY. NO ACCESS TO WATER AREAS
AREA.
OTHER THAN INGRESS/EGRESS TO THE CWL AND LAY DOWN
BLOCK, OBSTRUCT, OR USE THE LWL FOR ANY PURPOSE
LIMITED WORK LIMITS (LWL) THE CONTRACTOR SHALL NOT 1.
LEGEND
CWL CONTRACTOR WORK LIMITS
LWL LIMITED WORK LIMITS
A-11
LWC
L W
C L
W C
N -151800
E
E
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N -151800
E
E
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A-13 A-14
A-15A-16
A-17A-2
A-4
P A
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T O
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S
A-3
A-5
A-6
A-7
A-8
A-9 A-10
A-12
LWC
L
PROJECT LOCATION
DELAWARE LAKE
N
BOUNDARY
HUNTINGTON DISTRICT
HUNTINGTON DISTRICT VICINITY MAP
LOCATION MAP
N
N
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N
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MAINTENANCE BUILDINGS
N
LEGEND
NOTES
CWL CONTRACTOR WORK LIMITS
DELAWARE LAKE
O L E
N T
A N
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IV
A1 60' 120'0
F L
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CS105
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SCALE: 1" = 60'
N 253200
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N 252600
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PROJECT OFFICE
TO U.S
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MAINTENANCE BUILDINGS
(SEE NOTE 3)
LAYDOWN AREA
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A1
WELL AS CONTRACTING OFFICERS REPRESENTATIVE.
LAY DOWN AREA TO BE VERIFIED BY SITE PERSONNEL, AS 3.
TO THEIR PRE CONSTRUCTION CONDITION.
REMOVE ALL DEBRIS FROM THE CWL AND LAY DOWN AREAS
OUTSIDE OF CWL PERMITTED. THE CONTRACTOR SHALL
WORKING AREAS ONLY. NO ACCESS TO WATER AREAS
AREA.
OTHER THAN INGRESS/EGRESS TO THE CWL AND LAY DOWN
BLOCK, OBSTRUCT, OR USE THE LWL FOR ANY PURPOSE
LIMITED WORK LIMITS (LWL) THE CONTRACTOR SHALL NOT 1.
60' 120'0 CS106
CONTRACTOR WORK LIMITS
LWL
LWC
LWC
C E
L R
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-C
L N
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C S .d g n
SCALE: 1" = 60'
N
DELAWARE DAM
DELAWARE LAKE
O L E
N T
A N
G Y R
IV
F
LEGEND
CWL CONTRACTOR WORK LIMITS
LWL LIMITED WORK LIMITS
LWL
LWC LWC
E
N 252600
N 253200
E
E
E
N 253200
N 252600
E
E
A-1
A-2 A-3
A-4 A-6
A-7 A-8
A-9
A-10 A-11
A-12
A-13
A-5
B-1
B-2
B-3
B-4
B-5
B-6
B-7 B-8 B-9
B-10 B-11
B-12
B-13
B-14
B-15
B-16
B-17
B-18 B-19
B-20
B-21 B-22
B-23
B-24B-25
B-26
B-27
B-28B-29 LWC
D E
L A
W A
R E C
O N
T R
A C
T O
R W
O R
K L
IM
IT
IN THESE AREAS
INSPECT ALL WELDS
IN THESE AREAS
INSPECT ALL WELDS
S S -5
.d
NOTES:
PAINTED PER PROVIDED SPECIFICATIONS.
ITEMS SHALL BE CLEANED BY ABRASIVE BLAST AND
1. ALL TAINTER GATE METAL SURFACES AND ASSOCIATED
S-501
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B
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2 3 4 5 6 7 8 9 10
SHEET ID
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US Army Corps
U .S
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(FULL SECTION)
S S -5
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ITEMS SHALL BE CLEANED BY ABRASIVE BLAST AND
1. ALL TAINTER GATE METAL SURFACES AND ASSOCIATED
NOTES:
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BOLTS, WASHERS, AND
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S S -5
.d
NOTES:
ITEMS SHALL BE CLEANED BY ABRASIVE BLAST AND
1. ALL TAINTER GATE METAL SURFACES AND ASSOCIATED
S H
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W E
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2 3 4 5 6 7 8 9 10
SHEET ID
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U .S
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S S -5
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NOTES:
PAINTED PER PROVIDED SPECIFICATIONS.
ITEMS SHALL BE CLEANED BY ABRASIVE BLAST AND
1. ALL TAINTER GATE METAL SURFACES AND ASSOCIATED
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P A
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INSPECT ALL WELDS
(FULL SECTION)
S S -5
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NOTES:
PAINTED PER PROVIDED SPECIFICATIONS.
ITEMS SHALL BE CLEANED BY ABRASIVE BLAST AND
1. ALL TAINTER GATE METAL SURFACES AND ASSOCIATED
S A
S
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NUTS TO BE REPLACED
BOLTS, WASHERS, AND
RUBBER J-BULB SEAL,
S S -5
.d g n
NOTES:
PAINTED PER PROVIDED SPECIFICATIONS.
ITEMS SHALL BE CLEANED BY ABRASIVE BLAST AND
1. ALL TAINTER GATE METAL SURFACES AND ASSOCIATED
S A
S
M S
A
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
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F E
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