Q1A-64704-Plot-000.pdf

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US Army Corps of Engineers

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SLOPE = 2H:1V (TYP)

FOR CONSTRUCTION TRAFFIC

SWAMP MATS OR SIMILAR REQUIRED

ACCESS ROAD TO CAUSEWAY

E: 2341130.41

N: 1836640.70

E: 2341152.54

N: 1836789.97

E: 2341097.94

N: 1836786.79

E: 2341104.09

N: 1836862.95

E: 2340778.94

N: 1836858.79

E: 2340795.84

N: 1836555.68

E: 2340721.74

N: 1836363.38

.0 0'

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711 FOR WSE DETAILS

SEE DRAWINGS Q1A-64/710 &

USGS WATER GAGE 03401000

A-A

64/708

STONE CAUSEWAY

SHOT ROCK & CRUSHED

GATE

SWING

BARRIER

CONTRACTOR WORK LIMITS

MANHOLE TYPE C

MODIFIED KYTC

Q1A-64/709 (TYP.)

SEE DRAWING

SWING GATE

BARRIER

CAUSEWAY

RAMP FOR EXITING

EASTERN ACCESS

OF COFFERDAM

APPROX. LOCATION

LINE AND POLES

EXISTING OVERHEAD

HEADWALL

CULVERT

KYTC PIPE

E: 2340846.95

N: 1836569.98

POND EXIT

APPROX. WATER LINE

E: 2340990.94

N: 1836647.19

POND ENTRY

APPROX. WATER LINE

FIVE DAYS PRIOR TO ANY CONSTRUCTION ACTIVITIES AFFECTING LOCAL TRAFFIC.

7. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CONTRACTING OFFICER

ACCESS PAD WHILE ALLOWING CONTROLLED ACCESS FOR MAINTENANCE.

6. CONTRACTOR SHALL MINIMIZE THE ABILITY FOR PUBLIC TRAFFIC IN THE AREA OF THE

HAUL ROUTE DOWN TO CAUSEWAY.

5. MODERATE CLEARING WILL BE NECESSARY TO ACCESS CULVERT HEADWALLS AND

OF CLOSURE AT THE CULVERT FOR THE ENTIRE LENGTH OF THE PROJECT.

CONSTRUCTION ACTIVITIES. THE CONTRACTOR MUST MAINTAIN AT LEAST ONE MEANS

4. THE INLET SHALL NOT BE BLOCKED BY SHOTROCK FILL DURING THE COURSE OF

OFFSITE AND DISPOSED OF BY CONTRACTOR.

SOLID WASTE AND ORGANIC DEBRIS LARGER THAN 6" ANY DIRECTION SHALL BE HAULED

POND CAN BE DRIED BY SPREADING IT ON THE LEVEE SLOPE AND THEN STABILIZED. ANY

ENCOUNTERED BEFORE 2 FEET, STOP DIGGING. ORGANIC DEBRIS REMOVED FROM THE

BENEATH THE CAUSEWAY BEFORE LAYING THE FILTER FABRIC. IF BEDROCK IS

WHICH MAY CONTAIN TRASH AND OTHER SOLID WASTE, FROM BOTTOM OF POND

3. CONTRACTOR SHALL REMOVE TWO FEET OF ORGANIC DEBRIS AND SEDIMENT,

SHALL SUBMIT PROPOSED MEANS AND METHODS FOR DEWATERING TO THE USACE.

NO MORE THAN 3" OF STANDING WATER DURING CONSTRUCTION. THE CONTRACTOR

EVEN AFTER INSTALLATION OF THE COFFER DAM. THE SITE SHALL BE DEWATERED TO

EXPECT SIGNIFICANT SEEPAGE THROUGH MATERIAL FOUND IN BOTTOM OF POND,

PUMPS TO MAINTAIN SUFFICIENTLY DRY CONDITIONS IN AREA. CONTRACTOR SHOULD

LIKELY INCLUDE THE NEED FOR MULTIPLE SUMP LOCATIONS AND MULTIPLE HIGHFLOW

1. CAUSEWAY CONSTRUCTION CAN BE STARTED IN THE POND. DEWATERING EFFORT WILL

GRADING FOR THE CAUSEWAY SHALL STOP SOUTH OF THIS 8" WATER LINE.

CONTRACTOR. THIS SURVEY WILL BE GIVEN TO THE USACE UPON COMPLETION. ALL

OF THE WATER LINE IS GIVEN, BUT MUST BE VERIFIED BY A SURVEY CONDUCTED BY THE

BE OBSERVED NOT TO DISTURB THIS EXISTING 8" WATER LINE. THE APPROX. LOCATION

THIS MUST BE DONE BEFORE BEGINNING CAUSEWAY CONSTRUCTION. ALL CAUTION SHALL

THE POND. DEWATERING SHALL BE DONE TO LOCATE AND SURVEY THIS 8" WATER LINE.

1. A COFFERDAM SHALL BE CONSTRUCTED NORTH OF THE 8" WATER LINE LOCATED IN

NOTES:

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E=2340740.7151

N=1836268.9525

SEE NOTE 12.

RDM-012-02 NF-2553-105

RDM-011-04 RDM-055

RDM-010-05 RDM-013-03KYTC MANHOLE TYPE C

RDB-106-05

RDH-210-03

RDH-110-02KYTC PIPE HEADWALL

Q1A-64/709MISCELLANEOUS DETAILS

Q1A-64/708DOWNSTEAM SECTION AND PROFILES

REFERENCES:

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OF HWY 840.

REQUIRED, TO THE CONTRACTING OFFICER PRIOR TO ACCESSING THE SOUTHERN SHOULDER

IS THE EXCEPTION TO WHAT IS STATED IN THIS NOTE. PROVIDE PROOF OF PERMITS, IF

CONTRACTING OFFICER. THE PORTION OF THE RIGHT OF WAY THAT PARALLELS THE STAIRWAY

SIDE OF THE GUARDRAIL UNLESS OTHERWISE APPROVED BY KYTC PERMIT AND BY THE

CONTRACTOR SHALL REMAIN WITHIN THE GRAVELED AREA AND WITHIN 12' OF THE SOUTH

TO ACCESSING THE SOUTHERN SHOULDER (GRAVELED AREA INDICATED) OF HWY 840. THE

12. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS WITH KYTC PRIOR

OFFICER.

11. FINAL LOCATION OF BARRIER SWING GATE SHALL BE DETERMINED BY THE CONTRACTING

EXECUTED BY OTHERS.

IN ANY DIRECTION. THIS IS TO ACCOMMODATE FUTURE WATER PIPE RELOCATION TO BE

10. SHOT ROCK USED FOR THE CONSTRUCTION OF THE CAUSEWAY SHALL NOT EXCEED 8"

LIGHT DUTY VEHICLES ARE ALLOWED ON THE NEIGHBORHOOD ROADS.

VEHICLES IN EXCESS OF 5,000 LBS. SHALL BE ALLOWED ON THE NEIGHBORHOOD ROADS.

9. THE NEIGHBORHOOD ROADS SHALL NOT BE USED FOR HAUL TRAFFIC. NO CONSTRUCTION

AND PIPE SLOPES SHALL BE SUBMITTED TO USACE BY THE CONTRACTOR.

DRAWINGS SHOWING EXACT COORDINATES AND ELEVATIONS OF ALL INVERTS AND RIMS,

AND IN A SIMILAR ORIENTATION AS SHOWN HERE. UPON PROJECT COMPLETION AS-BUILT

8. DRAINAGE STRUCTURES SHOWN SHALL BE INSTALLED TO PROVIDE OPTIMAL DRAINAGE

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