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Page 1: SUPERPAVE GUARD RAIL WIDENING SECTION...air vent details expansion joint opening. x x x x x x g ohe ohe ohe ohe ohe ohe ohe ohe ohe tug tug tug tug ... federal regulations to ensure
Page 2: SUPERPAVE GUARD RAIL WIDENING SECTION...air vent details expansion joint opening. x x x x x x g ohe ohe ohe ohe ohe ohe ohe ohe ohe tug tug tug tug ... federal regulations to ensure

SUPERPAVE GUARD RAIL WIDENING SECTION

TYPICAL SECTION NO. 1

RIPRAP TYPICAL SECTION

TYPICAL SECTION ANDMISCELLANEOUS DETAILS

TBSC GUARD RAIL WIDENING SECTION

TYPICAL SECTION NO. 2

STA. 120+00.00 TO STA. 124+86.89 EW-132 CRL

STA. 126+27.11 TO STA. 130+50.00 EW-132 CRLSTA. 34+10.00 TO STA. 36+48.72 NS-289 CRL

RIPRAP DITCH DETAIL

STAKING DIAGRAM

Page 3: SUPERPAVE GUARD RAIL WIDENING SECTION...air vent details expansion joint opening. x x x x x x g ohe ohe ohe ohe ohe ohe ohe ohe ohe tug tug tug tug ... federal regulations to ensure

ROADWAY PAY QUANTITIES

BRIDGE "A" PAY QUANTITIES

CONSTRUCTION PAY QUANTITIES

STAKING PAY QUANTITIES

TRAFFIC PAY QUANTITIES

SUMMARY OF PAY QUANTITIESAND GENERAL NOTES

Page 4: SUPERPAVE GUARD RAIL WIDENING SECTION...air vent details expansion joint opening. x x x x x x g ohe ohe ohe ohe ohe ohe ohe ohe ohe tug tug tug tug ... federal regulations to ensure

SUMMARY OF SIGNSSUMMARY OF DRIVES

SUMMARY OF DRAINAGE STRUCTURES SUMMARY OF FENCING

GUARDRAIL BENDING DETAIL

STATION AND OFFSETTABLE EW-132

SUMMARY OF GUARDRAILS

STATION AND OFFSETTABLE NS-289

SUMMARY TABLES ANDMISCELLANEOUS DETAILS

Page 5: SUPERPAVE GUARD RAIL WIDENING SECTION...air vent details expansion joint opening. x x x x x x g ohe ohe ohe ohe ohe ohe ohe ohe ohe tug tug tug tug ... federal regulations to ensure

X

XXX

XXX

TUG

OH

EO

HE

OHE OHE OHE OHE OHE OHE OHE OHE

TUG TUG TUG TUG TUG TUG

TUG

TUG

OH

EO

HE

X

X

X

X

NE/4 SEC 8, T-7-N, R-6-W

SE/4 SEC 5, T-7-N, R-6-W

NW/4 SEC 9,

SW/4 SEC 4, T-7-N, R-6-W

T-7-N, R-6-W

STA. 124+86.89BEG. BRIDGE "A"

ELEVATION1" = 10'

PLANCONTOUR INTERVAL = 1'

STA. 126+27.11END BRIDGE "A"

LOAD AND RESISTANCE FACTOR DESIGN DATA

ABUTMENT FOUNDATION DATAABUTMENTS: HP 12X53 PILING ABUTMENTS NO. 1 & 2

BRIDGE "A" GENERAL PLANAND ELEVATION

HYDRAULIC DATA

125+00 126+00

125+

00

126+

00

BRIDGE "A" PAY QUANTITIES

AIR VENT DETAILS

EXPANSION JOINT OPENING

Page 6: SUPERPAVE GUARD RAIL WIDENING SECTION...air vent details expansion joint opening. x x x x x x g ohe ohe ohe ohe ohe ohe ohe ohe ohe tug tug tug tug ... federal regulations to ensure

X

XXX

XXX

G

OH

E

OHE OHE OHE OHE OHE OHE OHE OHE

TUG TUG TUG TUG TUG TUG

TUG

TUG

OH

E

X

X

X

X

SW/4 SEC 4, T-7-N, R-6-W

ELEVATION1" = 10'

PLANCONTOUR INTERVAL = 1'

BRIDGE "A" GEOTECHNICALINFORMATION

125+00 126+00

125+

00

126+

00

BORING B-2PENETROMETER RESULTS

BORING B-1

STA. 124+86.89BEG. BRIDGE "A"

STA. 126+27.11END BRIDGE "A"

Page 7: SUPERPAVE GUARD RAIL WIDENING SECTION...air vent details expansion joint opening. x x x x x x g ohe ohe ohe ohe ohe ohe ohe ohe ohe tug tug tug tug ... federal regulations to ensure

NOTE:THIS SHEET SHOULD BE USED IN CONJUNCTION WITH A DRAINAGE MAP THATILLUSTRATES THE DRAINAGE PATTERNS/PATHWAYS AND RECEIVING WATERSFOR THIS PROJECT. THIS SHEET SHOULD ALSO BE USED WITH THE EROSIONCONTROL SUMMARIES, PAY ITEMS, & NOTES.

STORM WATER MANAGEMENTPLAN

A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS REQUIRED TO COMPLY WITH THEOKLAHOMA POLLUTION DISCHARGE ELIMINATION SYSTEM (OPDES) REGULATIONS. THIS PLAN ISINITIATED DURING THE DESIGN PHASE, CONFIRMED IN THE PRE-WORK MEETINGS AND AVAILABLEON THE JOB SITE ALONG WITH COPIES OF THE NOTICE OF INTENT (NOI) FORM AND PERMITCERTIFICATE THAT HAVE BEEN FILED WITH THE OKLAHOMA DEPARTMENT OF ENVIRONMENTALQUALITY (ODEQ). THE PLAN MUST BE KEPT CURRENT WITH UP-TO-DATE AMENDMENTS DURINGTHE PROGRESSION OF THE PROJECT. ALL CONTRACTOR OFF-SITE OPERATIONS ASSOCIATED WITHTHE PROJECT MUST BE DOCUMENTED IN THE SWPPP, I.E., BORROW PITS, WORK ROADS, DISPOSALSITES, ASPHALT/CONCRETE PLANTS, ETC. THE BASIC GOAL OF STORM WATER MANAGEMENT IS TOIMPROVE WATER QUALITY BY REDUCING POLLUTANTS IN STORM WATER DISCHARGES. RUNOFFFROM CONSTRUCTION SITES HAS A POTENTIAL FOR POLLUTION DUE TO EXPOSED SOILS ANDTHE PRESENCE OF HAZARDOUS MATERIALS USED IN THE CONSTRUCTION PROCESS. THEPREVENTION OF SOIL EROSION, CONTAINMENT OF HAZARDOUS MATERIALS AND/OR THEINTERCEPTION OF THESE POLLUTANTS BEFORE LEAVING THE CONSTRUCTION SITE ARE THE BESTPRACTICES FOR CONTROLLING STORM WATER POLLUTION.

PROPER MANAGEMENT AND DISPOSAL OF HAZARDOUS WASTE MATERIALS IS REQUIRED. THECONTRACTOR IS RESPONSIBLE FOR FOLLOWING MANUFACTURER'S RECOMMENDATIONS, STATE ANDFEDERAL REGULATIONS TO ENSURE CORRECT HANDLING, DISPOSAL, SPILL PREVENTION AND CLEANUPMEASURES. EXAMPLES INCLUDE BUT ARE NOT LIMITED TO: PAINTS, ACIDS, CLEANING SOLVENTS,CHEMICAL ADDITIVES, CONCRETE CURING COMPOUNDS AND CONTAMINATED SOILS.

PROPER MANAGEMENT AND DISPOSAL OF CONSTRUCTION WASTE MATERIAL IS REQUIRED BY THECONTRACTOR. MATERIALS INCLUDE STOCKPILES, SURPLUS, DEBRIS AND ALL OTHER BY-PRODUCTSFROM THE CONSTRUCTION PROCESS. PRACTICES INCLUDE DISPOSAL, PROPER MATERIALS HANDLING,SPILL PREVENTION AND CLEANUP MEASURES. CONTROLS AND PRACTICES SHALL MEET THEREQUIREMENTS OF ALL FEDERAL, STATE AND LOCAL AGENCIES.

ALL EROSION AND SEDIMENT CONTROLS WILL BE MAINTAINED IN GOOD WORKING ORDER FROMTHE BEGINNING OF CONSTRUCTION UNTIL AN ACCEPTABLE VEGETATIVE COVER IS ESTABLISHED.INSPECTION BY THE CONTRACTOR AND ANY NECESSARY REPAIRS SHALL BE PERFORMED ONCE EVERY7 CALENDAR DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCH ASRECORDED BY A NON-FREEZING RAIN GAUGE TO BE LOCATED ON SITE. POTENTIALLY ERODIBLEAREAS, DRAINAGEWAYS, MATERIAL STORAGE, STRUCTURAL DEVICES, CONSTRUCTION ENTRANCES ANDEXITS ALONG WITH EROSION AND SEDIMENT CONTROL LOCATIONS ARE EXAMPLES OF SITES THATNEED TO BE INSPECTED.

BONDING REQUIREMENTSFINAL CLEANING UPCONTRACTOR'S RESPONSIBILITY FOR WORKENVIRONMENTAL PROTECTIONSTORAGE AND HANDLING OF MATERIALLAWS, RULES AND REGULATIONS TO BE OBSERVEDSTORM WATER MANAGEMENTMANAGEMENT OF EROSION, SEDIMENTATION AND STORM WATER POLLUTION PREVENTION AND CONTROLTEMPORARY SEDIMENT CONTROL

103.05104.10104.12104.13106.08107.01107.20

220221

"ODEQ GENERAL PERMIT (OKR10) FOR STORM WATER DISCHARGES FROM CONSTRUCTION ACTIVITIES WITHIN THESTATE OF OKLAHOMA." ODEQ, WATER QUALITY DIVISION, SEPTEMBER 13, 2017.

HAUL ROADS DAMPENED FOR DUST CONTROL

LOADED HAUL TRUCKS TO BE COVERED WITH TARPAULIN

EXCESS DIRT ON ROAD REMOVED DAILY

STABILIZED CONSTRUCTION EXIT

TEMPORARY SILT FENCE

TEMPORARY SILT DIKES

TEMPORARY FIBER LOG

DIVERSION, INTERCEPTOR OR PERIMETER DIKES

DIVERSION, INTERCEPTOR OR PERIMETER SWALES

ROCK FILTER DAMS

TEMPORARY SLOPE DRAIN

PAVED DITCH W/ DITCH LINER PROTECTION

TEMPORARY DIVERSION CHANNELS

TEMPORARY SEDIMENT BASINS

TEMPORARY SEDIMENT TRAPS

TEMPORARY SEDIMENT FILTERS

TEMPORARY SEDIMENT REMOVAL

RIP RAP

INLET SEDIMENT FILTER

TEMPORARY BRUSH SEDIMENT BARRIERS

SANDBAG BERMS

TEMPORARY STREAM CROSSINGS

NOTE: TEMPORARY EROSION CONTROL METHODS MUST BE USED ONALL DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES HAVE CEASEDFOR OVER 14 DAYS. METHODS USED WILL BE AS SHOWN ON PLANS,OR AS DIRECTED BY THE ENGINEER.

TEMPORARY SEEDING

PERMANENT SODDING, SPRIGGING OR SEEDING

VEGETATIVE MULCHING

SOIL RETENTION BLANKET

PRESERVATION OF EXISTING VEGETATION

Page 8: SUPERPAVE GUARD RAIL WIDENING SECTION...air vent details expansion joint opening. x x x x x x g ohe ohe ohe ohe ohe ohe ohe ohe ohe tug tug tug tug ... federal regulations to ensure

XX

X

XXXXXXXX

XXXXXXXX

X

X

X X X X X

X X

NW/4 SEC 9, T-7-N, R-6-W

NE/4 SEC 8, T-7-N, R-6-W

SW/4 SEC 4, T-7-N, R-6-WSE/4 SEC 5, T-7-N, R-6-W

120+

00

125+

00

130+

00

120+

00

125+

00

130+

00

X

X

X

LEGENDEROSION CONTROL QUANTITIES

EROSION CONTROL PLAN

Page 9: SUPERPAVE GUARD RAIL WIDENING SECTION...air vent details expansion joint opening. x x x x x x g ohe ohe ohe ohe ohe ohe ohe ohe ohe tug tug tug tug ... federal regulations to ensure

XX

X

XXXXXX

XXXXXX

TUG

TUG

OH

EO

HE

OH

E

X

X

X X X X X X X

X X XOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

TUG TUG TUG TUG TUG TUG

TUGTUG TUG TUG TUG

120+

00

125+

00

130+

00

120+

00

125+

00

130+

00

OH

EO

HE

OH

E

X

X

X

E-W 132

STA

. 120

+00.

00B

EGIN

J/P

284

71(0

4)3.

96' L

T. C

L. S

UR

VEY

HYDRAULIC DATA

STA

. 130

+50.

00EN

D J

/P 2

8471

(04)

=STA

130

+50.

00 C

L. S

UR

VEY

3.49

' LT.

Page 10: SUPERPAVE GUARD RAIL WIDENING SECTION...air vent details expansion joint opening. x x x x x x g ohe ohe ohe ohe ohe ohe ohe ohe ohe tug tug tug tug ... federal regulations to ensure

X

X

X

X

X

X

X

X

X

X X

X

X

NW/4 SEC 9, T-7-N, R-6-W

NE/4 SEC 8, T-7-N, R-6-W

SW/4 SEC 4, T-7-N, R-6-W

SE/4 SEC 5, T-7-N, R-6-W

X

X

X

OHE

OHE

OHE

OHE

OHE

OHE

TUG

TUG

TUG

TUG

OH

E

OH

E

OH

E

OH

E

TUG

TUG

TUG

TUG

NW

125+00

130+00

125+00

130+00

34+1

0

35+0

036

+00

N-S 289

STA

. 34+

10.0

0B

EGIN

NS-

289

SEC

TIO

N L

INE

RET

UR

N3.

85' R

T. N

S-28

9 C

L. S

UR

VEY

STA

. 36+

48.7

2EN

D N

S-28

9 SE

CTI

ON

LIN

E R

ETU

RN

= 36

+33.

79 6

6.80

' RT.

NS-

289

CL.

SU

RVE

Y

Page 11: SUPERPAVE GUARD RAIL WIDENING SECTION...air vent details expansion joint opening. x x x x x x g ohe ohe ohe ohe ohe ohe ohe ohe ohe tug tug tug tug ... federal regulations to ensure

XX

XX

XX

XX

X

XX

XX

XX

XX

X

X X X X X

XX

XX

XX

X X X X

X X X

X

X

X

X

XX

X X X X X X X

XX

XXXX

STA. 152+85.41FOUND 1/2" IRON PIN W/1326 CAP

S/4 COR. SEC 4, T-7-N, R-6-WSTA. 126+41.15 & STA. 36+40.99

FOUND 1/2" IRON PIN W/ CAP OBLITERATEDSW COR. SEC 4, T-7-N, R-6-W

STA. 100+00.00SET 5/8" IRON PIN W/CA 32 CAP

N/4 COR. SEC 8, T-7-N, R-6-W

STA. 10+00.00FOUND 1/2" IRON PIN W/ BRUNT PLS 1407 CAP

W/4 COR. SEC 9, T-7-N, R-6-W

LANDTIES

Page 12: SUPERPAVE GUARD RAIL WIDENING SECTION...air vent details expansion joint opening. x x x x x x g ohe ohe ohe ohe ohe ohe ohe ohe ohe tug tug tug tug ... federal regulations to ensure

119+50

119+50

120+00

120+00

120+50

120+50

STA. 120+00.00BEGIN J/P 28471(04)3.96' LT. CL. SURVEY

Page 13: SUPERPAVE GUARD RAIL WIDENING SECTION...air vent details expansion joint opening. x x x x x x g ohe ohe ohe ohe ohe ohe ohe ohe ohe tug tug tug tug ... federal regulations to ensure

121+00

121+00

121+50

121+50

122+00

122+00

Page 14: SUPERPAVE GUARD RAIL WIDENING SECTION...air vent details expansion joint opening. x x x x x x g ohe ohe ohe ohe ohe ohe ohe ohe ohe tug tug tug tug ... federal regulations to ensure

122+50

122+50

123+00

123+00

123+50

123+50

Page 15: SUPERPAVE GUARD RAIL WIDENING SECTION...air vent details expansion joint opening. x x x x x x g ohe ohe ohe ohe ohe ohe ohe ohe ohe tug tug tug tug ... federal regulations to ensure

124+00

124+00

124+50

124+50

124+59

124+59

STA 124+58.63BEGIN WING WALL RIGHT

Page 16: SUPERPAVE GUARD RAIL WIDENING SECTION...air vent details expansion joint opening. x x x x x x g ohe ohe ohe ohe ohe ohe ohe ohe ohe tug tug tug tug ... federal regulations to ensure

124+73

124+73

125+34

125+34

125+80

125+80

STA 124+73.16BEGIN WING WALL LEFT

STA 124+86.89BEGIN BRIDGE "A"

BKFC BKWL

STA 126+27.11END BRIDGE "A"

BKFC BKWL

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126+41

126+41

126+55

126+55

127+00

127+00

F.G. = 1118.13F.G. = 1118.13

STA 126+40.85END WING WALL RIGHT

STA 126+55.38END WING WALL LEFT

Page 18: SUPERPAVE GUARD RAIL WIDENING SECTION...air vent details expansion joint opening. x x x x x x g ohe ohe ohe ohe ohe ohe ohe ohe ohe tug tug tug tug ... federal regulations to ensure

127+08

127+08

127+50

127+50

128+00

128+00

Page 19: SUPERPAVE GUARD RAIL WIDENING SECTION...air vent details expansion joint opening. x x x x x x g ohe ohe ohe ohe ohe ohe ohe ohe ohe tug tug tug tug ... federal regulations to ensure

128+34

128+34

128+50

128+50

129+00

129+00

Page 20: SUPERPAVE GUARD RAIL WIDENING SECTION...air vent details expansion joint opening. x x x x x x g ohe ohe ohe ohe ohe ohe ohe ohe ohe tug tug tug tug ... federal regulations to ensure

129+50

129+50

130+00

130+00

130+50

130+50

STA. 130+50.00END J/P 28471(04)

=STA 130+50.00 3.49' LT. CL. SURVEY

Page 21: SUPERPAVE GUARD RAIL WIDENING SECTION...air vent details expansion joint opening. x x x x x x g ohe ohe ohe ohe ohe ohe ohe ohe ohe tug tug tug tug ... federal regulations to ensure

131+00

131+00

Page 22: SUPERPAVE GUARD RAIL WIDENING SECTION...air vent details expansion joint opening. x x x x x x g ohe ohe ohe ohe ohe ohe ohe ohe ohe tug tug tug tug ... federal regulations to ensure

34+10

34+10

34+50

34+50

35+00

35+00

STA. 34+10.00BEGIN NS-289 SECTION LINE RAMP

3.85' RT. CL SURVEY

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35+50

35+50

36+00

36+00

36+

15

36+

15

Page 24: SUPERPAVE GUARD RAIL WIDENING SECTION...air vent details expansion joint opening. x x x x x x g ohe ohe ohe ohe ohe ohe ohe ohe ohe tug tug tug tug ... federal regulations to ensure

36+49

36+49

STA. 36+48.72 NS-289 SECTION LINE RAMPMEET AND MATCH CRL

= 36+33.79 66.80' RT CL. SURVEY