W912P518B0010_TPlans_AMD01_Part3.pdf
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Technical Plans Part 3
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TO BE CONSTRUCTED IN MAY 2018
NEW CORPS STORAGE BUILDING
LANCASTER ROAD
APPROX. 23 FT. FROM EXISTING FENCE
FENCE WILL NOT BE PERMITTED
TEMPORARY REMOVAL OF EXISTING
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CE-100
UPON CONSTRUCTION COMPLETION
WOODEN GUARDRAIL TO BE REPLACED
CONTROL LINE
CONCRETE LINED CHANNEL OUTLINE
(GREATER THAN 3 FEET DEEP)
DIVERSION POND
CONCRETE LINED POTENTIAL
G R
A V
E L A
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LIMITS
EXCAVATION
APPROXIMATE
WATER VALVES
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PONDS HAVE BEEN FILLED IN
EXISTING CMPs TO BE REMOVED
CONSTRUCTION SEWER LINE
APPROXIMATE LOCATION OF NEWLY
CHAIN LINK FENCE TO BE REMOVED
(FIELD VERIFY)
NEW SEWER LINE
APPROX. LOCATION OF
(FIELD VERIFY)
NEW SEWER LINE
APPROX. LOCATION OF
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TO BE REMOVED
EXISTING SCREW GATES
SCALE:1"= 30'
30' 60'0
DEMOLITION LIMITS
APPROX. ASPHALT
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COMPLETION
DIMENSIONS UPON CONSTRUCTION
WITH MATCHING MATERIALS AND
WOODEN FENCE TO BE REPLACED
OVERHEAD LINES
LEFT IN PLACE
D.S. INVERT EL. 503.9
U.S. INVERT EL. 505.8
3.8 X 5 FOOT ELLIPTICAL CULVERT
SEWER LINE IS BURIED APPROXIMATELY 24 INCHES UNDER THE EARTH'S SURFACE.
THROUGHOUT THE DURATION OF THE TIME THE LINE IS TAKEN OUT OF SERVICE. THE NEW
WILL BE RESPONSIBLE FOR ANY REQUIRED PUMPING AND DISPOSAL OF SEWAGE
A TEMPORARY SHUT-OFF OF THE SEWER LINE WILL BE APPROVED AND THE CONTRACTOR
DETERMINED THAT KEEPING THE LINE IN SERVICE DURING CONSTRUCTION IS TOO DIFFICULT, PLAN FOR PROTECTING THE SEWER LINE IN PLACE DURING CONSTRUCTION. IF IT IS
SHALL REMAIN IN SERVICE THROUGHOUT CONSTRUCTION DURATION. SUBMIT PROPOSED
NEWLY CONSTRUCTED SEWER LINE (APPROXIMATE LOCATION NOTED ON THIS SHEET) 8.
SHALL BE FULLY RESTORED PRIOR TO FINAL ACCEPTANCE.
COORDINATE WITH UTILITY OWNER FOR SHUTOFF AND REQUIRED RELOCATIONS. UTILITIES
WEEKS PRIOR TO ANTICIPATED SHUTOFF NEED. FOR UTILITIES NOT CONTROLLED BY USACE,
INSIDE THE CAMPGROUND, COORDINATE WITH COR FOR UTILITY SHUTOFF NO LESS THAN TWO
LOCATED INSIDE THE CAMPGROUND ARE CONTROLLED BY USACE. FOR UTILITIES LOCATED
VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION, UTILITIES 7.
PROPOSED EXCAVATION PLAN FOR APPROVAL PRIOR TO CONSTRUCTION.
STAMPED BY A GEOTECHNICAL ENGINEER LICENSED IN THE STATE OF TENNESSEE. SUBMIT
OF THE PRESCRIBED CONSTRAINTS DICTATED BY EM-385-1-1, THE EXCAVATION PLAN MUST BE
EM385-1-1. IF THE CONTRACTOR ELECTS TO PROPOSE AN EXCAVATION THAT FALLS OUTSIDE
TRENCH EXCAVATION SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF 6.
PRACTICES TO PROTECT EXISTING STRUCTURES AND MINIMIZE IMPACT TO THE SITE.
THEIR ORIGINAL CONDITION PRIOR TO FINAL ACCEPTANCE. USE BEST MANAGEMENT
STRUCTURES THAT ARE IMPACTED BY CONSTRUCTION EFFORTS SHALL BE RETURNED TO
UNLESS OTHERWISE NOTED IN THE PLANS OR SPECIFICATIONS, ANY EXISTING 5.
OUTFLOWS WILL BE FILTERED AND HOW OUTFLOW SITES SHALL BE PROTECTED FROM SCOUR.
NOT TO CAUSE ANY SCOURING OF EXISTING CHANNELS. PUMPING PLANS SHALL DETAIL HOW
DISCHARGE SHALL BE FILTERED AND OUTFLOW SHALL BE PROTECTED IN A METHOD SO AS
IF CONTRACTOR ELECTS TO USE PUMPING AS A METHOD OF DETWATERING, PUMP 4.
EXCAVATED PIPE TRENCH.
FLOWS OF UP TO 50 CUBIC FEET PER SECOND WHILE MAINTAINING DRY CONDITIONS IN THE
PROPOSED DE/UNWATERING PLAN. UNWATERING PLAN SHOULD BE PREPARED TO HANDLE
ARE INEFFECTIVE, SANDBAGGING OR OTHER APPROVED METHODS MAY BE USED. SUBMIT
WILL FACILITATE WATER DIVERSION AND RETENTION EFFORTS. IF EXISTING SCREW GATES
EXISTING NETWORKS OF SCREW GATES IN VICINITY OF THE UPSTREAM CULVERT INLET 3.
APPROVAL PRIOR TO CONSTRUCTION.
STOCKPILES ARE PROTECTED FROM LOCAL EROSION. SUBMIT EROSION CONTROL PLAN FOR
DAMS TO ENSURE WATER IS CLEAR PRIOR TO MOVING DOWNSTREAM. ENSURE ANY
EROSION CONTROL AND SEDIMENTATION MEASURES TO INCLUDE FILTER FABRIC AND CHECK
STREAMS OR RIVERS IN VICINITY OF THE CONSTRUCTION SITE. IMPLEMENT NECESSARY
CULVERT CONSTRUCTION IN THE DRY. SEDIMENT WILL NOT BE PERMITTED TO ENTER
UNWATERING WILL BE REQUIRED TO ALLOW FOR EXISTING PIPE REMOVAL AND BOX 2.
APPROVED BY THE COR.
OCTOBER AND 31 DECEMBER AFTER THE THE OPTION IS AWARDED UNLESS OTHERWISE
HIGHWAY 141 CULVERT REMOVAL AND REPLACEMENT SHALL OCCUR BETWEEN 1 1.
NOTES:
LATER THAN 1 APRIL.
SURFACE COURSE UNTIL ASPHALT PLANT REOPENING. ASPHALT SHALL BE PLACED NO
TO PLAN CLOSURES, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AGGREGATE
FOR MINIMUM REQUIREMENTS. IF WORK TIMELINES PREVENT ASPHALT PLACEMENT DUE
PAVEMENT UPON CONSTRUCTION COMPLETION; SEE PLAN DETAILS AND SPECIFICATIONS
3. IMPACTED ASPHALT AREAS SHALL BE REPAVED AND RESTRIPED TO MATCH EXISTING
IN ACCODANCE WITH THE TIMELINES AND STANDARDS OF TDOT SPECIFICATIONS.
2. THE CONTRACTOR WILL BE REQUIRED TO NOTIFY ALL AGENCIES REQUIRING NOTIFICATION
MUST BE OPEN TO TRAFFIC BY THE 21 DAY SUSPENSE.
ACCORDNACE WITH TDOT STANDARDS AND APPROVAL REQUIREMENTS. THE DIVERSION
TIMELINE, HE WILL BE REQUIRED TO PROVIDE A TRAFFIC DIVERSION AROUND THE SITE IN
MINIMUM ASPHALT BASE PAVEMENT FOR SAFE VEHICULAR PASSAGE WITHIN THE 21 DAY
THE CONTRACTOR CANNOT EXCAVATE, REMOVE, REPLACE, BACKFILL AND PROVIDE
AND DETOUR PLANS TO TDOT IN ACCORDANCE WITH THEIR SPECIFICATION TIMELINES. IF
APPROVAL NO LESS THAN 30 DAYS PRIOR TO BEGINNING CONSTRUCTION. SUBMIT TCP
DETOUR APPROVAL FROM TDOT. SUBMIT PROPOSED TRAFFIC CONTROL PLAN FOR
TRAFFIC CONTOL (TCP) AND DETOUR PLAN FOR COR APPROVAL AND OBTAIN TCP AND
APPROVED BY THE COR. THE CONTRACTOR SHALL BE REQUIRED TO SUBMIT A PROPOSED
CLOSURES AND/OR TIME EXTENSIONS WILL NOT BE PERMITTED UNLESS OTHERWISE
CONSECUTIVE DAYS WHILE THE WORK IN THIS CONTRACT IS EXECUTED. MULTIPLE
1. HWY 141 WILL BE PERMITTED TO BE CLOSED FOR NO MORE THAN A TOTAL OF 21
TRAFFIC CONTROL NOTES:
W P
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PROPOSED QUARRY SPRING
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UNDERGROUND LINES
UNDERGROUND LINES
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IDENTIFICATION
SHEET
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US Army Corps of Engineers
US Army Corps
IS
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PI3
+6
4.0
TOE OF SLOPE
LIMITS
EXCAVATION
APPROXIMATE
CONTROL LINE
WATER VALVES
10'
SCALE: 1"= 10'
20'0
643155.02017382.81+68.748.8 FT3+53.1
643310.82017318.10+00.048.8 FT1+84.4
YXCENTERLINE STATIONOFFSET TO CENERLINESTATION"
"CONTROL
CULVERT CENTERLINE TABULATION
STOCK PILE LOCATION
PROPOSED EXCAVATED MATERIAL
STOCK PILE LOCATION
PROPOSED EXCAVATED MATERIAL
PROP. STOCKPILE LOCATIONS
CE-101
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TOP OF BANK
PROPOSED
TOP OF BANK
PROPOSED
LINED POND
EXISTING CONCRETE
PROPOSED SHUTOFF)
(SEE NOTES FOR
TRANSFORMER 6
N A
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HWY 141
CAM
PG
RO
UND
RO
AD
UTILITIES DIAGRAM.
7. SEE REFERENCE DRAWING RE-600 FOR EXISTING ELECTRICAL
EXECUTION.
UTILITY SHUT OFF MUST BE APPROVED BY THE COR PRIOR TO
ELECTRICAL UTILITIES; ALTERNATIVE WORK PLANS FOR ELECTRICAL
DRAWINGS FOR ADDITIONAL DETAILS REGARDING EXISTING
EXECUTING SHUTOFF; REFER TO ELECTRICAL UTILITIY REFERENCE
6. MINIMIZE ELECTRICAL DOWNTIME TO OTHER FACILITIES WHEN
REESTABLISH POWER UPON CONSTRUCTION COMPLETION
E. REPAIR SEVERED CONDUIT, REPLACE 120/240V CABLE AND
REFERENCE DWG. Q-4/784 FOR EQUIPMENT LOCATIONS.
AND PULLBOX 4 PRIOR TO BEGINNING EXCAVATION. REFER TO
D. PULL 120/240V CABLE FROM CONDUIT BETWEEN TRANFORMER 6
DWG. Q-4/784 FOR TRANSFORMER LOCATION.
C. REESTABLISH POWER TO TRANSFORMER 5. SEE REFERENCE
B. DISCONNECT 120/240V LINE FROM TRANSFORMER 6
SWITCHGEAR LOCATED NEXT TO THE SWITCHYARD
A. SHUT OFF POWER TO TRANSFORMERS 5 AND 6 FROM THE 5kV
PROPOSED ORDER OF WORK FOR ELECTRICAL UTILIY SHUT OFF:
MATERIAL PRIOR TO FINAL ACCEPTANCE. THE FOLLOWING IS THE
CONTRACTOR'S EXPENSE USING MATCHING OR COR APPROVED
UTILITIES. SEVERED CONDUITS SHALL BE REPAIRED AT THE
BEGINNING CONSTRUCTION ACTIVITIES IN VICINITY OF SAID
OFFICER'S REPRESENTATIVE NO LESS THAN 2 WEEKS PRIOR TO
COORDINATE POWER SHUT-OFF TIMELINE WITH THE CONTRACTING
CONSTRUCTION ACTIVITIES THAT COULD IMPACT THOSE UTILITIES.
ELECTRICAL CABLES MUST BE PULLED PRIOR TO EXECUTING
5. WATER AND ELECTRICAL UTILITES MUST BE SHUT OFF AND
THOSE UTILITIES.
EXCAVATION AND CONSTRUCTION ACTIVITIES THAT WILL AFFECT
FOOTPRINT. FIELD VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO
NOT ACCOUNT FOR ALL UTILITES IN THE VICINITY OF CONSTRUCTION
4. LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE AND MAY
OFFSET DISTANCES, MAXIMUM SLOPES AND HEIGHTS.
PRIOR TO CONSTRUCTION WHICH SHALL INCLUDE STOCKPILE
PROPOSED EXCAVATION AND STOCKPILING PLAN FOR APPROVAL
OTHERWISE APPROVED BY THE CONTRACTING OFFICER. SUBMIT
OFFSET FROM THE FENCED ELECTRICAL EQUIPMENT AREA UNLESS
RISKS TO THE EXCAVATED TRENCH. MAINTAIN A MINIMUM 20 FOOT
OFFICER. STOCKPILE SO AS TO NOT CAUSE ANY SLOPE STABILITY
REPAVING IF DETERMINED NECESSARY BY THE CONTRACTING
RETURNED TO THE PREEXISTING CONDITIONS TO INCLUDE
UPON CONSTRUCTION COMPLETION, ROADWAYS SHALL BE
TRENCH OR IN HATCHED LOCATIONS SHOWN ON THE DRAWINGS.
3. EXCAVATED MATERIAL MAY BE STOCKPILED ALONG SIDE OF THE
CONTRACTING OFFICER REPRESENTATIVE PRIOR TO EXECUTION.
MEANS OF PIPE INSTALLATION ARE SUBJECT TO APPROVAL BY THE
EXPERIENCE WITH EARTHWORK CONSTRUCTION. ALTERNATIVE
IN THE STATE OF TENNESSEE WITH NO LESS THAN FIVE YEARS OF
STAMPED AS APPROVED BY A LICENSED GEOTECHNICAL ENGINEER
SUBMIT A PROPOSED EXCAVATION AND STOCKPILING PLAN THAT IS
SITE. IF IT IS PREFERRED TO DEVIATE FROM EM 385-1-1 GUIDELINES,
WITH EM 385-1-1 AS IT ALIGNS WITH THE SOIL ENCOUNTERED ON
GRAVEL ROADBED FILL. EXECUTE EXCAVATION IN ACCORDANCE
A CONGLOMERATE OF SILT, SAND, AND CLAY COUPLED WITH
THE AREA TO BE EXCAVATED. ANTICIPATE SOIL CONDITIONS TO BE
PRIOR TO BEGINNING EXCAVATION. NO SOIL DATA IS AVAILABLE FOR
PROPOSED EXCAVATION FOR CONTRACTING OFFICER APPROVAL
ORDER TO MINIMIZE THE EXCAVATION FOOTPRINT. SUBMIT
BRACED BY A TRENCH BOX OR OTHER APPROVED METHOD IN
EM 385-1-1 WITH THE ASSUMPTION THAT THE TRENCH SIDES WILL BE
REPRESENT THE THEORETICAL EXCAVATION IN ACCORDANCE WITH
2. THE EXCAVATION LINES AND SLOPES SHOWN IN THE PLANS
APPROVED BY THE CONTRACING OFFICER
ALIGNMENT AS THE EXISTING CULVERT UNLESS OTHERWISE
1. THE NEW CULVERT WILL PLACED ALONG THE SAME GENERAL
NOTES:
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NEW SEWER LINE
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