PAVEMENT REQUIREMENT

12'-0" TURN LANES 4'-0" PAVED SHOULDERS

SURFACE COURSE

BASE COURSE

MEDIAN OPENINGS

2" SUPERPAVE TYPE S4 (PG 64-22 OK)

2.5" SUPERPAVE TYPE S3 (PG 64-22 OK)

(1) BACKFILL NOTE:

THIS AREA TO BE BACKFILLED WITH TBSC TYPE E AND COMPACTED AS PART

OF THE FINISHING OPERATIONS IN A MANNER APPROVED BY THE ENGINEER.

(2) TOPSOIL NOTE:

THE CONTRACTOR SHALL STRIP ALL OF THE AVAILABLE TOPSOIL, STOCKPILE

IT, AND PLACE IT BACK ON THE SECTION IN ACCORDANCE WITH SECTION 205

OF THE STANDARD SPECIFICATIONS. RESERVED TOPSOIL SHALL BE SPREAD

FIRST ON THE COMPLETED SLOPES OF THE CUT SECTIONS AND THE

REMAINDER ON COMPLETED FILL SLOPES OR OTHER PRIORITY AREAS

LOCATED BY THE ENGINEER. ALL ADDITIONAL COSTS ASSOCIATED WITH

OPERATION SHALL BE INCLUDED IN THE PAY ITEM FOR SALVAGED TOPSOIL,

LUMP SUM.

THE GRADING LINE AS SHOWN ON THE TYPICAL AND CROSS SECTIONS IS TO

THE TOP OF THE TOP SOIL. EARTHWORK QUANTITIES WERE NOT ADJUSTED

FOR SALVAGE AND THE TOPSOIL QUANTITY IS INCLUDED IN THE MASS LINE

BALANCE.

2.5" SUPERPAVE TYPE S3 (PG 64-22 OK)

2" SUPERPAVE TYPE S4 (PG 64-22 OK)

2.5" SUPERPAVE TYPE S3 (PG 64-22 OK)

2.5" SUPERPAVE TYPE S3 (PG 64-22 OK)

2" SUPERPAVE TYPE S4 (PG 64-22 OK)

2.5" SUPERPAVE TYPE S3 (PG 64-22 OK)

2.5" SUPERPAVE TYPE S3 (PG 64-22 OK)

VARIES 16' TO 40'

MEDIAN OPENING

12'

TURN LANE

12'

EXISTING

DRIVING LANE

12'

EXISTING

DRIVING LANE

8'

EXISTING

SHOULDER

12'

TURN LANE

12'

EXISTING

DRIVING LANE

12'

EXISTING

DRIVING LANE

8'

EXISTING

SHOULDER

2% &

VARIE

S

SEE X-S

ECTIONS

2% & VARIES

SEE X-SECTIONS

TACK

COAT

8" AGGREGATE

BASE TYPE A

VARIES℄ MEDIAN ℄ SURVEY

TYPICAL SECTION NO. 1

STA. 408+25.82 TO STA. 409+43.18 - STA. 476+71.96 TO STA. 477+53.52

STA. 492+30.00 TO STA. 493+08.00 - STA. 545+71.01 TO STA. 546+99.00

STA. 577+36.51 TO STA. 578+19.50 - STA. 597+57.53 TO STA. 598+05.49

STA. 628+44.54 TO STA. 629+12.50

GEOTEXTILE

REINFORCEMENT

4'

SHLDR

12'

TURN LANE

12'

EXISTING

DRIVING LANE

12'

EXISTING

DRIVING LANE

4'

EXISTING

SHOULDER

TACK

COAT

℄ SURVEY

VARIES

8'-4"

2% &

VARIE

S

SEE X-S

ECTIONS

2% & VARIES

SEE X-SECTIONS

1'-7"

TYPICAL SECTION NO. 2

STA. 472+56.33 TO STA. 476+71.96 - STA. 488+14.99 TO STA. 492+30.00

STA. 541+56.30 TO STA. 545+71.01 - STA. 573+22.42 TO STA. 577+35.00

STA. 593+43.97 TO STA. 597+55.00 - STA. 624+55.00 TO STA. 628+44.54

3'-10"

4'

SHLDR

12'

TURN LANE

12'

EXISTING

DRIVING LANE

12'

EXISTING

DRIVING LANE

4'

EXISTING

SHOULDER

2% &

VARIE

S

SEE X-S

ECTIONS

TACK

COAT

℄ SURVEY

VARIES

8'-4"

2% & VARIES

SEE X-SECTIONS

1'-7" 3'-10"

8" AGGREGATE

BASE TYPE A

8" AGGREGATE

BASE TYPE A

TYPICAL SECTION NO. 3

STA. 409+43.18 TO STA. 414+09.71 - STA. 493+08.00 TO STA. 497+22.84

STA. 546+99.00 TO STA. 551+12.90 - STA. 578+19.50 TO STA. 582+34.56

STA. 598+05.49 TO STA. 602+17.61 - STA. 629+12.50 TO STA. 633+30.00

1

:

4

(1)

1

:

4

(1)

GEOTEXTILE

REINFORCEMENT

CABLE BARRIER TYPICAL

TYPICAL ELEVATION

MINIMUM REQUIREMENTS OF CABLE BARRIER SYSTEM:

1. FULLY COMPLIES WITH NCHRP-350 TEST LEVEL 4 (TL-4).

2. 4 PRE-STRETCHED HIGH TENSION WIRE ROPES.

3. MAXIMUM OF 8' DEFLECTION.

4. PLACED ON 4% SLOPE, NOT TO EXCEED 1:6.

5. MAXIMUM OF 10'-6" POST SPACING.

(1)

(2)

(2)

GEOTEXTILE

REINFORCEMENT

SHEET NO.STATE JOB NO.

TYPICAL SECTION

02

28967(04)

U.S

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IG

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AY

75

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SUMMARY OF QUANTITIES

22.24

C.Y.CLASS 'AA' CONCRETE

REINFORCING STEEL

SHEET NO.STATE JOB NO.

AR01

28967(04)

U.S

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IG

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75

REVISION DATE

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SUMMARY OF PAY QUANTITIES

& NOTES (ROADWAY)

PAY QUANTITY NOTES

(R-5) AN ESTIMATED QUANTITY OF 1,401 C.Y. TOPSOIL TO BE RESERVED FOR

REPLACEMENT OF APPROXIMATELY 5" ON COMPLETED FORESLOPES, DITCHES, AND

BACKSLOPES. THIS QUANTITY IS INCLUDED IN THE EARTHWORK BALANCE. ANY

ADDITIONAL EXCAVATION REQUIRED IN CUT SECTIONS TO ALLOW FOR PLACEMENT

OF TOPSOIL TO FINAL GRADE, SHALL BE INCLUDED IN THE PRICE BID.

(R-7) FOR SOLID SLAB SODDING, PRICE BID TO INCLUDE COST OF 10-20-10 FERTILIZER,

ESTIMATED AT 200 POUNDS PER 1,000 SQ. YDS.

(R-8) FOR SOLID SLAB SODDING, PRICE BID TO INCLUDE COST OF WATERING, ESTIMATED

AT 40 GALLONS PER SQ. YD. OF SODDING.

(R-16) QUANTITY BASED ON TWO APPLICATIONS.

(R-32) ESTIMATED AT 112 LBS. PER SQ. YD. PER 1" THICK.

(R-49) TO BECOME THE PROPERTY OF AND BE DISPOSED OF BY THE CONTRACTOR IN A

MANNER APPROVED BY THE ENGINEER.

(R-50) MATERIALS REMOVED SHALL NOT BE MEASURED FOR PAYMENT UNDER SECTION

202.06 UNCLASSIFIED EXCAVATION.

(1) ESTIMATED QUANTITY TO BE USED IN A MANNER AND LOCATION TO BE

DETERMINED BY THE ENGINEER.

(2) COST OF PIPE TO INCLUDE TRENCH EXCAVATION & STANDARD BEDDING MATERIAL.

(3) ASPHALT USED IN THE CONSTRUCTION OF CABLE BARRIER SECTIONS WILL BE

VISUALLY INSPECTED AND WILL NOT BE REQUIRED TO MEET THE DENSITY

REQUIREMENTS OF SECTION 411.

(4) MIRAFI RS580I OR APPROVED EQUAL SHALL BE USED.

(5) SEE CONCRETE CAP DETAIL ON SHEET AX02.

(6) ESTIMATED QUANTITY TO BE USED FOR BACKFILL (SEE SHEET 2) AND OTHER

LOCATIONS AS DETERMINED BY THE ENGINEER.

GENERAL CONSTRUCTION NOTES

THIS PROJECT SHALL BE CONSTRUCTED WITHOUT CLOSING THE EXISTING ROAD TO LOCAL

AND THROUGH TRAFFIC. SEE STANDARD SPECIFICATIONS FOR MAINTENANCE OF LOCAL AND

THROUGH TRAFFIC.

MAINTENANCE OF THROUGH TRAFFIC INCLUDES THE MAINTENANCE OF THE EXISTING ROAD IN

CLOSE PROXIMITY TO THE NEW CONSTRUCTION AS SHOWN ON THE PLANS.

THIS PROJECT SHALL BE CONSTRUCTED WITHOUT CLOSING THE EXISTING SECTION LINE

ROADS TO LOCAL AND THROUGH TRAFFIC. SEE STANDARD SPECIFICATIONS FOR

MAINTENANCE OF LOCAL AND THROUGH TRAFFIC.

ALL TREES, BRUSH, AND OTHER DEBRIS THAT MIGHT INTERFERE WITH THE FLOW OF WATER

SHALL BE CLEANED OUT TO THE RIGHT-OF-WAY LINE, AT EACH STRUCTURE AND BRIDGE, IN A

MANNER APPROVED BY THE ENGINEER. ALL COST TO BE INCLUDED IN OTHER ITEMS OF WORK.

ALL FLOWLINES THAT ARE TO BE FILLED SHALL BE THOROUGHLY TAMPED BEFORE

CONSTRUCTION OR EXTENSION OF DRAINAGE STRUCTURES. ALL COSTS TO BE INCLUDED IN

OTHER ITEMS OF WORK.

IN ORDER TO ALLEVIATE DUST CONDITIONS DURING GRADING OPERATIONS AND BEFORE

PAVEMENT WORK IS COMPLETED, THE CONTRACTOR SHALL SPRINKLE GRADING AT INTERVALS

APPROVED BY THE ENGINEER. ALL COST TO BE INCLUDED IN OTHER ITEMS OF WORK.

THE CONTRACTOR SHALL NOT WASTE ANY EXCESS EXCAVATION UNTIL ALL PLANNED

EMBANKMENTS AND BACKFILLS ARE COMPLETED. EXCESS UNCLASSIFIED EXCAVATION

MATERIAL DETERMINED BY THE ENGINEER TO BE SUITABLE FOR BACKFILL SHALL BE USED TO

REDUCE ANY UNCLASSIFIED BORROW NEEDED. COST OF SECOND HANDLING SHALL BE

INCLUDED IN OTHER ITEMS OF WORK. ANY REMAINING EXCESS EXCAVATION SHALL BECOME

THE PROPERTY OF THE CONTRACTOR AND BE DISPOSED OF IN A MANNER APPROVED BY THE

ENGINEER.

THE CONTRACTOR SHALL KEEP THE OPEN TRENCH DRAINED. COST TO BE INCLUDED IN OTHER

ITEMS OF WORK.

AREAS ON WHICH SALVAGED TOPSOIL IS TO BE REPLACED SHALL HAVE 18-46-0 FERTILIZER

APPLIED, AT THE RATE OF 150 POUNDS PER ACRE, JUST PRIOR TO THE REPLACEMENT OF

SALVAGED TOPSOIL.

AT THE BEGINNING OF TURFING OPERATIONS, ANY AREAS INCLUDED IN PLANNED QUANTITIES

THAT HAVE GROWN A SATISFACTORY VOLUNTEER TURF OF PERENNIAL GRASS, AS

DETERMINED BY THE ENGINEER, SHALL BE FERTILIZED AND WATERED AS CALLED FOR ON THE

PLANS, BUT SHALL NOT BE SEEDED, SODDED, OR SPRIGGED.

FOR PROJECTS THAT INCLUDE WIDENING AND/ OR RESURFACING, THE CONTRACTOR SHALL

SCHEDULE OPERATIONS TO MINIMIZE POTENTIAL DROP-OFF HAZARDS AND SHALL SUBMIT A

SEQUENCE OF CONSTRUCTION OPERATIONS TO THE RESIDENT ENGINEER FOR APPROVAL

BEFORE OPERATIONS BEGIN. ANY PORTION OF THE CONSTRUCTION OPERATIONS, SUCH AS

SUPER PAVE LAYING OPERATIONS, EXCAVATION FOR PAVEMENT WIDENING, OR EXTENSION OF

ROADWAY STRUCTURES, SHALL BE LIMITED TO ONE SIDE AT A TIME, AND THE PRODUCERS

OUTLINED IN THE PAVEMENT DROP-OFF TREATMENT STANDARD PDT-1 (LATEST REVISION)

SHALL BE IMPLEMENTED. ONLY THAT AMOUNT OF OPEN TRENCH WILL BE ALLOWED THAT CAN

BE RESURFACED IN 1 (ONE) DAYS TIME WITHOUT APPROVAL FROM THE ENGINEER. LIGHTS,

SIGNS AND BARRICADES SHALL BE MOVED AS WORK PROGRESSES.

PRIOR TO PLACING UNCLASSIFIED BORROW AND CONSTRUCTING THE NEW ASPHALT

CONCRETE OR CONCRETE PAVEMENT, THE CONTRACTOR SHALL STRIP ALL VEGETATION

ABOVE THE SURFACE, SUCH AS GRASS, HERBAGE, FOLIAGE, LEAFAGE, ECT., AND UPROOT OR

GRUB THE VEGETATIVE APPENDAGES BELOW THE SURFACE SUCH AS ROOTS, STEAMS,

STUMPS, ECT. THE SURFACE SHALL BE CLEAR OF ALL VEGETATIVE REMNANTS PRIOR TO

PLACING THE UNCLASSIFIED BORROW AND NEW PAVEMENT CONSTRUCTION. ALL VEGETATION

AND APPENDAGES SHALL BE REMOVE AND DISPOSED OF OFF SITE AT AN APPROVED

LOCATION. ALL WORK SHALL BE DONE TO THE SATISFACTION OF AND IN A MANNER APPROVED

BY THE ENGINEERING.

DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING

SURFACE DRAINAGE, SHALL VISUALLY INSPECT AND/ OR MONITOR IT DURING RAINY OR WET

WEATHER, AND TAKE NECESSARY STEPS TO INSURE ALL AREAS IN THE MEDIAN ADEQUATELY

DRAINS TO THE SATISFACTION OF THE ENGINEER.

VEGETATION, ROOTS, OR OTHER VEGETATIVE SUPPORT STRUCTURES SHALL NOT BE

PERMITTED ON THIS PROJECT, NOR CONTAMINATED OR MIXED WITH THE UNCLASSIFIED

BORROW. PRIOR TO PLACEMENT, PRIOR TO PLACEMENT, THE UNCLASSIFIED BORROW SHALL

BE CLEAN AND CLEAR OF ALL VEGETATIVE IMPURITIES, AND IT SHALL BE DONE BY THE

CONTRACTOR TO THE SATISFACTION OF AND IN A MANNER APPROVED BY THE ENGINEER.

T.B.S.C. SURFACES SHALL BE SPRINKLED WITH WATER AND ROLLED WITH A PNEUMATIC

ROLLER IN A MANNER APPROVED BY THE ENGINEER.

EXCESS ASPHALT AT JOINTS AND CRACKS IN EXISTING PAVEMENT SHALL BE REMOVED FLUSH

TO TOP OF PAVING IN A MANNER APPROVED BY THE ENGINEER.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE HE MAY INFLECT TO THE

EXISTING UNDERGROUND UTILITIES WITHIN THE PROJECT AREA AS A RESULT OF HIS DIGGING,

TRENCHING, BORING, ECT., IN ACCORDANCE WITH THE OKLAHOMA UNDERGROUND FACILITIES

DAMAGE PREVENTION ACT THE CONTRACTOR SHALL NOTIFY THE OKLAHOMA ONE-CALL

SYSTEM, INC. 48 HOURS PRIOR TO BEGINNING EXCAVATION. OKLAHOMA ONE-CALL SYSTEM,

INC. "CALL OKIE" 1-800-522-6543 OR 811.

DEPTH OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO

CONSTRUCTION.

THE ITEMS TO BE REMOVED AND/ OR RESET SHALL BE HANDLED WITH CARE. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DURING THESE OPERATIONS.

THE STATIONS AND LOCATIONS OF THE CABLE BARRIER SYSTEM AND END ANCHOR UNITS

PLACEMENT SHOWN ON THE PLAN AND DETAIL SHEETS ARE APPROXIMATE. THE ENGINEER

SHALL DETERMINE THE EXACT LOCATION OF THE CABLE BARRIER SYSTEM AND/ OR END

ANCHOR UNITS.THE CONTRACTOR SHALL VISUALLY VERIFY THESE LOCATIONS.

SPECIES PLAN NOTES:

AMERICAN BURYING BEETLE NOTE: THE AMERICAN BURYING BEETLE IS A LARGE CARRION

BURYING BEETLE THAT OCCURS WITHIN THE PROJECT LIMITS. NO ARTIFICIAL LIGHTING SHALL

BE USED DURING CONSTRUCTION WITHOUT PRIOR CONSULTATION WITH USFWS THRU ODOT

ENVIRONMENTAL PROGRAMS DIVISION. DO NOT PROCEED WITH ANY USE OF ARTIFICIAL

LIGHTING WITHOUT WRITTEN CONSENT FROM ODOT ENVIRONMENTAL PROGRAMS DIVISION.

CARCASSES AND ALL FOOD TRASH SHALL BE REMOVED FROM THE PERMANENT AND

TEMPORARY RIGHT-OF-WAY THROUGHOUT THE DURATION OF PROJECT ACTIVITIES.

BAT LIGHTING NOTE: THE NORTHERN LONG-EARED BAT IS A LISTED BAT SPECIES THAT

OCCURS WITHIN THE PROJECT'S ACTION AREA. IF ANY PERMANENT LIGHTING IS INSTALLED OR

REPLACED, DOWNWARD-FACING FULL CUT-OFF LENS LIGHTS SHALL BE INSTALLED AND

DIRECTED AWAY FROM WOODED AREAS AND STREAMS.

DURING CONSTRUCTION, ROCK MAY BE ENCOUNTERED AT

VARIOUS LOCATIONS AT OR NEAR THE SURFACE. COST

OF REMOVAL TO BE INCLUDED IN THE PRICE BID FOR

UNCLASSIFIED EXCAVATION.

GENERAL CONSTRUCTION NOTES

A FIELD OFFICE WILL NOT BE REQUIRED FOR THIS PROJECT.

DURING CONSTRUCTION, ROCK MAY BE ENCOUNTERED AT VARIOUS LOCATIONS AT OR NEAR

THE SURFACE. COST OF ROCK EXCAVATION OR ROCK REMOVAL TO BE INCLUDED IN PRICE BID

FOR UNCLASSIFIED EXCAVATION.

NOTE:

STAKING & MOBILIZATION WILL BE INCLUDED IN

PROJECT NO. HSIPG-256N(041)PM, J/P NO. 29760(04)

MANDATORY TIED PROJECTS

THE FOLLOWING PROJECTS WILL BE MANDATORILY TIED.

1. PROJECT NO. NHPP-256N(034)PM, STATE JOB PIECE NO. 28967(04),

OKMULGEE COUNTY U.S. HIGHWAY 75.

2 PROJECT NO. HSIPG-256N(041)PM, STATE JOB PIECE NO. 29760(04),

OKMULGEE COUNTY U.S. HIGHWAY 75.

ITEM CODE REVISIONS 8/14/18

1

1

1

1

SHEET NO.STATE JOB NO.

AR02

28967(04)

U.S

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HW

AY

75

REVISION DATE

Revision Note xx/xx/xx

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SUMMARY SHEET (ROADWAY)

*

* * *

COST FOR THESE ITEM SHALL BE CARRIED UNDER

REMOVAL OF STRUCTURES & OBSTRUCTIONS

*

FOR INFORMATION ONLY.

*

*

NOTE: FOR INFORMATION ONLY. TRAFFIC PAY ITEMS AND NOTES TO BE CARRIED ON PROJECT HSIPG-256N(041)PM

JOB PIECE NUMBER: 29760(04)

#4 REIF. STEEL

@ 6" CENTERS

#4 REIF. STEEL

@ 6" CENTERS

CONCRETE CAP DETAIL

A - A

4"

2" CLR.

4"

2" CLR.

#4 REFI. STEEL

@ 6" C/C EACH WAY

4"EXISTING SMD

CONCRETE

CAP

0.115

LB.

SUMMARY OF QUANTITIES

22.24

C.Y.CLASS 'AA' CONCRETE

REINFORCING STEEL

SHEET NO.STATE JOB NO.

AR03

28967(04)

U.S

. H

IG

HW

AY

75

REVISION DATE

Revision Note xx/xx/xx

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SUMMARY SHEET

(DRAINAGE STRUCTURES)

&

CONCRETE CAP DETAIL

SHEET NO.STATE JOB NO.

AT01

28967(04)

U.S

. H

IG

HW

AY

75

REVISION DATE

Revision Note xx/xx/xx

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SUMMARY OF PAY

QUANTITIES & NOTES

(TRAFFIC & CABLE BARRIER)

NOTE:

TRAFFIC CONTROL PAY ITEM AND NOTES WILL BE

CARRIED ON PROJECT NUMBER: HSIPG-256N(041)PM

JOB PIECE NUMBER: 29760(04)

PAY QUANTITY NOTES

(1) QUANTITY INCLUDES AN ADDITIONAL 10% FOR USE AS DIRECTED BY THE ENGINEER.

(2) PAY QUANTITY INCLUDES 6,589 L.F. OF 4" WHITE AND 5,748 L.F. OF YELLOW.

CABLE BARRIER NOTES

(TP-44) INCLUDED IN THIS PAY ITEM WILL BE TWO (2) DAYS OF TRAINING FROM THE

MANUFACTURE'S REPRESENTATIVE FOR MAINTAINING WIRE ROPE SAFETY FENCE

SYSTEM. THE TRAINING SESSION(S) SHALL INCLUDE TRAINING TO PERTINENT ODOT

AND LOCAL EMERGENCY PERSONNEL. PARTICIPANT SELECTION AND TRAINING

LOCATION SHALL BE APPROVED BY THE ENGINEER.

(TP-45) INCLUDED IN THIS PAY ITEM IS ALL MISCELLANEOUS HARDWARE REQUIRED BY THE

MANUFACTURE TO BE USED FOR INSTALLATION OF SOCKETED \CABLE BARRIER

SYSTEM. ALSO, AN ADDITIONAL 200 POST AND POST ACCESSORIES (CAPS, PLASTIC

HARDWARE, GROUND COVER, ECT.) SHALL BE DELIVERED TO THE ODOT OKMULGEE

COUNTY MAINTENANCE YARD IN OKMULGEE.

(TP-46) CABLE WILL BE MEASURED FROM BEGINNING OF WIRE ROPE CABLE TO END OF

WIRE ROPE CABLE.

(TP-47) ALL POST HAVE CAPS WHICH SHALL BE AFFIXED TO THE POST WITH A DURABLE

LIQUID ADHESIVE, SUCH AS LIQUID NAILS.EVERY FIFTH POST SHALL BE DELINEATED

IN EACH DIRECTION WITH RETROFLECTIVE SHEETING MEETING SPECIFICATIONS

ASTM D-4956 TYPE VII, VIII, OR IX (MIN. 7 SW. IN. YELLOW)

.

(TP-48) IF THE SYSTEM POST FALL ON TOP OF A CROSS DRAIN BOX OR OTHER

CONFLICTING UNDERGROUND STRUCTURE, SPECIAL POST DESIGN WILL BE

REQUIRED. CABLE MANUFACTURER SHALL PROVIDE THE POST DESIGN TO THE

ENGINEER FOR APPROVAL. ALL INSTALLATIONS MUST BE IN ACCORDANCE TO THE

MANUFACTURER'S SPECIFICATIONS AND/ OR RECOMMENDATION.

(TP-49) THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE LETTER OF

APPROVAL FROM THE F.H.W.A. INDICATING THE INSTALLED CABLE BARRIER

SYSTEM MEET ALL TEST CRITERIA OF NCHRP-350 TEST LEVEL 4(TL-4) AND SUBMIT IT

TO THE RESIDENT ENGINEER AND THE CHIEF TRAFFIC ENGINEER.

TP-50) TURNBUCKLES SHALL BE NO LONGER THAN 1' TO THE CABLE POST. IF IT

INTERFERES WITH THE TENSIONING OPERATION OF THE SYSTEM, THE HEIGHTS

FOR ALL ROWS OF CABLES SHALL CONFORM TO THE MANUFACTURER'S

RECOMMENDED SPECIFICATIONS.THE BOTTOM OF THE CABLE MUST BE WITHIN THE

TOLERANCE LIMITS RECOMMENDED BY THE MANUFACTURER.

(TP-51) THE TENSION METER SHALL BE OF THE TYPE RECOMMENDED BY THE

MANUFACTURER OF THE CABLE BARRIER SYSTEM PROVIDED, AND SHALL BE

APPROVED BY THE ODOT TRAFFIC ENGINEERING DIVISION. IT SHALL ALSO BE NEW,

CALIBRATED, FUNCTIONAL, AND CAPABLE OF READING TENSION ON THE CABLE

BARRIER SYSTEM TO WITHIN THE MANUFACTURER'S RECOMMEND TOLERANCES.

THE DEVICE SHALL ALSO BE DEMONSTRATED BY THE INSTRUCTOR(S) ON HOW TO

OPERATE THEM AND PROVIDE OTHER HELPFUL INFORMATION TO THE

PARTICIPANTS. IT SHALL BE DELIVERED TO THE ODOT OKMULGEE COUNTY

MAINTENANCE YARD IN OKMULGEE.

(TP-52) PRICE BID FOR THIS ITEM INCLUDES A SOIL REPORT TO BE PROVIDED BY THE

CONTRACTOR TO THE CABLE MANUFACTURER INDICATING ALL NECESSARY SOIL

INFORMATION REQUIRED FOR THE MANUFACTURER TO DESIGN POST FOOTINGS

AND ANCHOR UNITS FOR THIS PROJECT. THE SOIL REPORT AND FOUNDATION

FOOTING DESIGN SHALL BE COMPLETED AND APPROVED BY THE ENGINEER, PRIOR

TO EXCAVATION OF THE END ANCHORS AND POST FOOTINGS. ALL POST AND

ANCHOR UNITS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER. THE

POST FOOTINGS SHALL NOT BE LESS THAN 12" DIAMETER BY 36" DEEP. FOOTINGS

SHALL NOT EXTEND ABOVE THE GROUND MORE THAN 1".

(TP-53) THIS IS AN ESTIMATED QUANTITY TO BE USED FOR POST FOOTINGS AND AND END

ANCHOR UNITS FOR THIS PROJECT. THIS ITEM SHALL ALSO INCLUDE REINFORCING

STEEL BARS REQUIRED FOR POST FOOTINGS AND ANCHOR UNITS AS SHOWN BY

THE MANUFACTURER'S DESIGN.

DA 1

DA 2

DA 3

DA 4

DA 5

DA 6

DA 7

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SHEET NO.STATE JOB NO. R0128967(04)

DRAINAGE STRUCTURE DESIGN RECORD&

DRAINAGE MAP

STORM WATER

MANAGEMENT PLAN

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R02

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STATE JOB NO. SHEET NO.

STORM WATER MANAGEMENT PLAN

EROSION AND SEDIMENT CONTROLSSITE DESCRIPTION

DESCRIPTION

DATE

PROJECT LIMITS:

PROJECT DESCRIPTION:

SUGGESTED SEQUENCE OF EROSION CONTROL ACTIVITIES:

SOIL TYPE:

OFFSITE AREA TO BE DISTURBED:(FOR CONTRACTOR USE)

LATITUDE & LONGITUDEOF CENTER OF PROJECT:

NAME OF RECEIVING WATERS:

SENSITIVE WATERS OR WATERSHEDS:

REVISED 08 / 18 / 2017

IN ADDITION:

THE FOLLOWING SECTIONS OF THE 2009 ODOT STANDARD SPECIFICATIONS SHOULDBE NOTED:

GENERAL NOTES:

HAZARDOUS MATERIALS:

WASTE MATERIALS:

THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THEFOLLOWING:

SOIL STABILIZATION PRACTICES:

STRUCTURAL PRACTICES:

MAINTENANCE AND INSPECTION:

OFFSITE VEHICLE TRACKING:

NOTES:

LOCATED IN A TMDL:

LAKE THUNDERBIRD TMDL:

PROJECT WILL DISCHARGE TO:

IF YES, LIST IMPAIRMENT:

YES NOMS4 ENTITY

IF YES, LOCATION:

303(d) IMPAIRED WATERS:

TOTAL AREA OF THECONSTRUCTION SITE:

POST-CONSTRUCTION RUNOFFCOEFFICIENT OF THE SITE:

ESTIMATED AREA TO BE DISTURBED:

TOTAL IMPERVIOUS AREAPRE-CONSTRUCTION:

TOTAL IMPERVIOUS AREAPOST-CONSTRUCTION:

YES NO

YES NO

YES NO

YES NO

IMPROVE THE EXISTING MEDIAN OPENINGS, ROADWAY

DECELERATION LANES AND EXTEND EXISTING CABLE BARRIER.

X

X

X

X

X

X

X

X

X

US-75 FROM APPROXIMATLEY 7.5 MILES NORTH OF US-62

JUNCTION, NORTH 4.7 MILES IN OKMULGEE COUNTY, OKLAHOMA.

INSTALLATION TEMPORARY EROSION CONTROL MEASURES AND BEST MANAGEMENT PRACTICES.

REMOVAL OF THE EXISTING PAVEMENT DRIVES AND STORM SEWER. INSTALLATION OF NEW STORM SEWER

INLETS AND STORM SEWER. GRADE THE NEW LANES & OPENINGS AND STABLIZE SUB-GRADE. INSTALL NEW

PAVEMENT.

INSTALL PERMANENT EROSION CONTROL DEVICES (SOLID SLAB SOD). REMOVE ALL TEMPORARY EROSION

CONTROL MEASURES.

HECTOR-ENDSAW COMPLEX

2.27 ACRES

35° 44' 16.74" N 96° 00' 17.30" W

FLAT ROCK CREEK & EAST BEGGS CREEK

X

NO SINGLE DISTURBED AREA EXCEEDS 5 ACRES TO ONE FALLOUT.

4.63 ACRES

1.09 ACRES

2.32 ACRES

0.72

REVISED NOTES

1

xx/xx/xx

4

0

0

+

0

0

405+

00

410+

00

4

1

5

+

0

0

SCALE: 1"=50'

632.78 L.F.

PAVEMENT SAWING

207.41 L.F.

PAVEMENT SAWING

REMOVE 583.19 SY

ASPHALT PAVEMENT

SHEET NO.STATE JOB NO.

REMOVAL & EROSION CONTROL

SHEET 1 OF 4

R03

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ASPHALT PAVEMENT

SAWING PAVEMENT

583.19

840.19

S.Y.

L.F.

REMOVAL QUANTITIES

ASPHALT PAVEMENT

LEGEND: (EROSION CONTROL)

TEMP. SILT DIKE

TEMP. SEDIMENT FILTER

EROSION CONTROL QUANTITIES

TEMPORARY SILT DIKE L.F. 12.00

TEMP. SEDIMENT FILTER EA. 3.00

S

T

A

. 4

1

6

+

0

0

485+

00

490+

00

495+

00

500+

00

SCALE: 1"=50'

536.01 L.F.

PAVEMENT SAWING

REMOVE 632.75 SY

ASPHALT PAVEMENT

REMOVE

HEADWALL

REMOVE

HEADWALL

52.50 L.F.

DRAINAGE PIPE

538.86 L.F.

PAVEMENT SAWING

REMOVE 50' EXISTING

CABLE BARRIER &

SET NEW ANCHOR UNIT.

REMOVE 50' EXISTING

CABLE BARRIER &

SET NEW ANCHOR UNIT.

470+

00

475+

00

480+

00

4

8

5

+

0

0

SCALE: 1"=50'

51.44 L.F.

DRAINAGE PIPE

REMOVE

HEADWALL

REMOVE

HEADWALL

546.96 L.F.

PAVEMENT SAWING

169.98 L.F.

PAVEMENT SAWING

REMOVE 470.05 SY

ASPHALT PAVEMENT

SHEET NO.STATE JOB NO.

REMOVAL & EROSION CONTROL

SHEET 2 OF 4

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ASPHALT PAVEMENT

SAWING PAVEMENT

470.05

716.94

S.Y.

L.F.

REMOVAL QUANTITIES

ASPHALT PAVEMENT

LEGEND: (EROSION CONTROL)

TEMP. SILT DIKE

EROSION CONTROL QUANTITIES

TEMPORARY SILT DIKE L.F. 12.00

ASPHALT PAVEMENT

SAWING PAVEMENT

632.75

1074.87

S.Y.

L.F.

REMOVAL QUANTITIES

ASPHALT PAVEMENT

LEGEND: (EROSION CONTROL)

TEMP. SILT DIKE

EROSION CONTROL QUANTITIES

TEMPORARY SILT DIKE 48.00L.F.

DRAINAGE PIPE 51.44L.F.

HEADWALL 2.00EA.

DRAINAGE PIPE 52.50L.F.

HEADWALL 2.00EA.

ST

A. 470+

00

S

T

A

. 4

8

5

+

0

0

S

TA

. 485+

00

ST

A. 5

00

+0

0

CABLE BARRIER 100.00L.F.

570+

00

575+

00

580+

00

585+

00

SCALE: 1"=50'

558.31 L.F.

PAVEMENT SAWING

REMOVE 943.22 SY

ASPHALT PAVEMENT

REMOVE

HEADWALL

REMOVE

HEADWALL

53.43 L.F.

DRAINAGE PIPE

555.91 L.F.

PAVEMENT SAWING

REMOVE 100' EXISTING

CABLE BARRIER &

SET NEW ANCHOR UNIT.

REMOVE 30' EXISTING

CABLE BARRIER &

SET NEW ANCHOR UNIT.

54

0+

00

54

5+

00

55

0+

00

SCALE: 1"=50'

REMOVE 716.95 SY

ASPHALT PAVEMENT

439.50 L.F.

PAVEMENT SAWING

REMOVE

HEADWALL

REMOVE

HEADWALL

66.36 L.F.

DRAINAGE PIPE

594.36 L.F.

PAVEMENT SAWING

REMOVE 45' EXISTING

CABLE BARRIER &

SET NEW ANCHOR UNIT.

REMOVE 150' EXISTING

CABLE BARRIER &

SET NEW ANCHOR UNIT.

REMOVE INLET

SHEET NO.STATE JOB NO.

REMOVAL & EROSION CONTROL

SHEET 3 OF 4

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ASPHALT PAVEMENT

SAWING PAVEMENT

716.95

1033.86

S.Y.

L.F.

REMOVAL QUANTITIES

ASPHALT PAVEMENT

LEGEND: (EROSION CONTROL)

TEMP. SILT DIKE

TEMP. SEDIMENT FILTER

EROSION CONTROL QUANTITIES

TEMPORARY SILT DIKE

TEMP. SEDIMENT FILTER EA.

24.00

1.00

L.F.

ASPHALT PAVEMENT

SAWING PAVEMENT

943.22

1114.22

S.Y.

L.F.

REMOVAL QUANTITIES

ASPHALT PAVEMENT

LEGEND: (EROSION CONTROL)

TEMP. SILT DIKE

EROSION CONTROL QUANTITIES

TEMPORARY SILT DIKE 36.00L.F.

DRAINAGE PIPE 66.36L.F.

HEADWALL 2.00EA.

DRAINAGE PIPE 53.43L.F.

HEADWALL 2.00EA.

ST

A. 570+

00

ST

A. 585+

00

ST

A. 539+

00

ST

A. 554+

00

CABLE BARRIER 130.00L.F.

CABLE BARRIER 195.00L.F.

INLET 1.00EA.

5

9

0

+

0

0

595+

00

600+

00

605+

00

SCALE: 1"=50'

REMOVE 795.30 SY

ASPHALT PAVEMENT

522.78 L.F.

PAVEMENT SAWING

REMOVE

HEADWALL

REMOVE

HEADWALL

51.54 L.F.

DRAINAGE PIPE

520.58 L.F.

PAVEMENT SAWING

REMOVE 50' EXISTING

CABLE BARRIER &

SET NEW ANCHOR UNIT.

REMOVE 90' EXISTING

CABLE BARRIER &

SET NEW ANCHOR UNIT.

625+

00

630+

00

635+

00

SCALE: 1"=50'

536.05 L.F.

PAVEMENT SAWING

REMOVE 1147.15 SY

ASPHALT PAVEMENT

REMOVE

HEADWALL

REMOVE

HEADWALL

54.22 L.F.

DRAINAGE PIPE

532.83 L.F.

PAVEMENT SAWING

REMOVE 65' EXISTING

CABLE BARRIER &

SET NEW ANCHOR UNIT.

REMOVE 50' EXISTING

CABLE BARRIER &

SET NEW ANCHOR UNIT.

SHEET NO.STATE JOB NO.

REMOVAL & EROSION CONTROL

SHEET 4 OF 4

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SAWING PAVEMENT

795.30

1043.36

S.Y.

L.F.

REMOVAL QUANTITIES

ASPHALT PAVEMENT

LEGEND: (EROSION CONTROL)

TEMP. SILT DIKE

EROSION CONTROL QUANTITIES

TEMPORARY SILT DIKE 48.00L.F.

ASPHALT PAVEMENT

SAWING PAVEMENT

1147.15

1068.88

S.Y.

L.F.

REMOVAL QUANTITIES

ASPHALT PAVEMENT

CABLE BARRIER 115.00L.F.

LEGEND: (EROSION CONTROL)

TEMP. SILT DIKE

TEMP. SEDIMENT FILTER

EROSION CONTROL QUANTITIES

TEMPORARY SILT DIKE

TEMP. SEDIMENT FILTER L.F.

48.00

1.00

L.F.

DRAINAGE PIPE 54.22L.F.

HEADWALL 2.00EA.

DRAINAGE PIPE 51.54L.F.

HEADWALL 2.00EA.

S

T

A

. 5

9

0

+

0

0

ST

A. 605+

00

ST

A. 6

21

+0

0

ST

A. 6

36

+0

0

CABLE BARRIER 140.00L.F.

SCALE: 1"=50'

BM #1

MAG NAIL ON EAST SHOULDER APPROX.

1216 FEET S. OF WILL SAMPSON ROAD

STA. 383+41.30 53.60' RT. ELEV. = 786.56'

SURVEY U.S. 75

37

3+

09

37

5+

00

38

0+

00

38

5+

00

CONST. 211.86 L.F.

CABLE BARRIER

W/ ANCHOR UNIT

SHEET NO.STATE JOB NO.

PLAN SHEET

US-75 AT

WILL SAMPSON ROAD

R07

28967(04)

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ST

A. 3

86

+0

0

SEC. 12 , T-14-N, R-12-E

SEC. 12 , T-14-N, R-12-E

ST

A. 3

83

+9

2.0

0 B

EG

IN

C

ON

ST

RU

CT

IO

N

S

TA

TE

JO

B N

O. 2

896

7(0

4)

ST

A. 3

72

+0

0

UTILITY OWNERS

OWNER PHONE NUMBER

AT&T (580) 221-2148

BEGGS TELEPHONE

COMPANY, INC.

(918) 267-3636

EAST CENTRAL OKLAHOMA

ELECTRIC COOPERATIVE

(918) 756-0833

(918) 706-5218

EXPLORER PIPELINE (918) 591-3261

GRDA (918) 610-9600

MAGELLAN (918) 574-7873

ONG 405.556.6411

OG&E (405) 553-5785

OKMULGEE RWD NO. 2 (918) 756-8910

OKMULGEE RWD NO.6 (918) 827-6350

PUBLIC SERVICE OF

OKLAHOMA (PSO)

(918) 758-2313

SCISSORTAIL ENERGY

(KINDER MORGAN)

(713) 420-4539

SCALE: 1"=50'

BM #2

MAG NAIL ON EAST SHOULDER APPROX.

898 FEET S. OF WILL SAMPSON ROAD

STA. 386+59.00 53.20' RT. ELEV. = 797.75'

BM #3

MAG NAIL ON EAST SIDE SHOULDER APPROX.

395 FEET S. OF WILL SAMPSON ROAD

STA. 391+60.00 53.70' RT. ELEV. = 808.46'

E

X

I

S

T

I

N

G

C

A

B

L

E

B

A

R

R

I

E

R

S

Y

S

T

E

M

SU

RV

EY

U.S

. 75

390+

00

39

5+

00

4

0

0

+

0

0

CONST. 856.91 L.F.

CABLE BARRIER

W/ ANCHOR UNIT

SHEET NO.STATE JOB NO.

PLAN SHEET

US-75 AT

WILL SAMPSON ROAD

R08

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ST

A. 386+

00

SEC. 12 , T-14-N, R-12-E

SEC. 12 , T-14-N, R-12-ESEC. 1 , T-14-N, R-12-E

SEC. 1 , T-14-N, R-12-E

RE

MO

VE

SCALE: 1"=50'

BM #4

MON. NO. O-56-423 RAILROAD SPIKE ON

EAST SHOULDER FROM SWO 4950(1) BM 118

STA. 402+50.40 54.20' RT. ELEV. = 798.39'

BM #5

MAG NAIL ON EAST SHOULDER APPROX.

1316 FEET N. OF WILL SAMPSON ROAD

STA. 408+10.80 52.20' RT. ELEV. = 775.90'

BM #6

MAG NAIL ON EAST SHOULDER APPROX.

858 FEET N.W. FROM BM #5

STA. 416+62.50 52.90' RT. ELEV. = 773.92'

EXISTING CABLE

BARRIER SYSTEM

EXISTING CABLE

BARRIER SYSTEM

125'

4

0

0

+

0

0

405+

00

410+

00

4

1

5

+

0

0

CAP EXIST.

INLET

STR. NO. 4 ~ STA. 407+98.17

CONST. SMD TYPE 2 &

STUB 26 L.F. 18" CGMP

INTO EXIST. INLET

TG= 770.21 OUT= 768.99

R= 5'

R= 5'

STR. NO. 5 ~ STA. 408+29.32

CONST. CONC. CAP

FOR EXIST. INLET

IN= 768.99 OUT= 768.99

4

R= 75'

5

CONST. 517.68 L.F.

CABLE BARRIER

W/ ANCHOR UNIT

DEMO STRUCTURE

AND EXTEND

R= 75'

+ 07.56

+ 61.79

+31.84

+40.58

FL= 770.21

FL= 768.99

CAP EXIST.

INLET

R= 5'

R= 5'

4

R= 75'

5

DEMO STRUCTURE

AND EXTEND

R= 75'

+ 07.56

+ 61.79

+31.84

+40.58

FL= 770.21

FL= 768.99

SHEET NO.STATE JOB NO.

PLAN SHEET

US-75 AT

WILL SAMPSON ROAD

R09

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1

+

0

0

S

T

A

. 4

1

6

+

0

0

SEC. 1 , T-14-N, R-12-E

SEC. 1 , T-14-N, R-12-E

ST

A. 4

14

+1

1.0

0 ~

B

EG

IN

E

XC

EP

TIO

N

ST

A. 4

07

+8

2.1

1 ~

E

ND

EX

CE

PT

IO

N

SCALE: 1"=50'

EXISTING CABLE

BARRIER SYSTEM

EXISTING CABLE

BARRIER SYSTEM

TOP OF CUT

TOE OF SLOPE

470+

00

475+

00

480+

00

4

8

5

+

0

0

FL= 916.49

STR. NO. 6 ~ STA. 476+72.00

CONST. 28"X18"X170' RCPA

CROSS DRAIN W/ SCES

IN= 926.36 OUT= 916.49

FL= 926.36

(REMOVE)

(REMOVE)

(REMOVE)

R= 75'

R= 5'

R= 75'

R= 75'

R= 75'

R= 5'

6

SHEET NO.STATE JOB NO.

PLAN SHEET

US-75 AT

E0890 ROAD

R10

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5

+

0

0

ST

A. 470+

00

SEC. 35 , T-15-N, R-12-E

SEC. 35 , T-15-N, R-12-E

ST

A. 4

72

+6

0.0

0 ~

E

ND

EX

CE

PT

IO

N

ST

A. 4

78

+0

3.0

0 ~

B

EG

IN

E

XC

EP

TIO

N

R= 75'

+03.03

R= 5'

+54.48

R= 75'

+41.10

R= 75'

+03.23

R= 75'

+40.96

R= 5'

+80.62

SCALE: 1"=50'

BM #8

MAG NAIL ON EAST SHOULDER APPROX.

2357 FEET S. OF S.H. 15

STA. 494+43.90 51.10' RT. ELEV. = 954.10'

BM #7

MAG NAIL ON EAST SHOULDER APPROX.

2806 FEET S. OF S.H. 16

STA. 489+93.70 50.50' RT. ELEV. = 956.84'

BM #9

MAG NAIL ON EAST SHOULDER APPROX.

1968 FEET S. OF S.H. 15

STA. 498+28.90 48.60' RT. ELEV. = 946.85'

EXISTING CABLE

BARRIER SYSTEM

EXISTING CABLE

BARRIER SYSTEM

TOP OF CUT

TOE OF SLOPE

TOP OF CUT

TOE OF SLOPE

485+

00

49

0+

00

49

5+

00

50

0+

00

FL= 953.10

FL= 951.95

STR. NO. 7 ~ STA. 492+75.00

CONST. 24"X150' RCP

CROSS DRAIN W/ SCES

IN

= 953.10,

OUT

= 951.95

(REMOVE)

(REMOVE)

(REMOVE)

R= 5'

R= 75'

R= 75'

R= 5'

R= 75'

R= 75'

7

SHEET NO.STATE JOB NO.

PLAN SHEET

US-75 AT

PRIVATE DRIVE

R11

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ST

A. 5

00

+0

0

SEC. 35 , T-15-N, R-12-E

SEC. 35 , T-15-N, R-12-E

ST

A. 4

88

+2

2.0

0 ~

E

ND

EX

CE

PT

IO

N

ST

A. 4

97

+3

0.0

0 ~

B

EG

IN

E

XC

EP

TIO

N

R= 75'

+50.00

R= 75'

+02.24

R= 5'

+11.16

R= 75'

+02.15

R= 75'

+53.62

R= 5'

+41.17

SCALE: 1"=50'

BM #10

MAG NAIL ON EAST SHOULDER APPROX.

2202 FEET N. OF S.H. 75

STA. 539+77.40 52.90' RT. ELEV. = 880.53'

BM #11

MAG NAIL ON EAST SHOULDER APPROX.

2985 FEET N. OF S.H. 15

STA. 547+32.90 53.60' RT. ELEV. = 854.43'

BM #12

MAG NAIL ON EAST SHOULDER APPROX.

3453 FEET N. OF S.H. 15

STA. 552+11.60 53.10' RT. ELEV. = 837.79'

EXISTING CABLE

BARRIER SYSTEM

EXISTING CABLE

BARRIER SYSTEM

TOP OF CUT

TOE OF SLOPE

TOP OF CUT

TOE OF SLOPE

54

0+

00

545+

00

550+

00

FL= 856.43

FL= 851.50

STR. NO. 8 ~ STA. 546+50.00

CONST. 18"X200' RCP

CROSS DRAIN W/ SCES

IN= 856.43 OUT= 851.80

REMOVE EXISTING

INLET

CONSTRUCT INLET

TG=848.01

STR. NO. 9 ~ STA. 548+81.24

CONST. SMD TYPE 2 &

STUB INTO EXIST. 18" CGMP

TG= 848.01 = 844.95

(REMOVE)

(REMOVE)

(REMOVE)

R= 5' R= 5'

R= 75'

R= 75'

R= 75'

R= 75'

8

9

SHEET NO.STATE JOB NO.

PLAN SHEET

US-75 AT

HASTING ROAD

R12

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A. 5

39

+0

0

ST

A. 5

54

+0

0

SEC. 26 , T-15-N, R-12-E

SEC. 26 , T-15-N, R-12-E

ST

A. 5

41

+5

9.0

0 ~

E

ND

EX

CE

PT

IO

N

ST

A. 5

51

.1

7.0

0 ~

B

EG

IN

E

XC

EP

TIO

N

R= 75'

+36.11

R= 75'

+39.69

R= 75'

+39.42

R= 75'

+36.40

R= 5'

+98.50

R= 5'

+78.51

SCALE: 1"=50'

BM #15

MAG NAIL ON EAST SHOULDER APPROX. 87

FEET N. OF 281ST. STREET SOUTH CROSSING

STA. 578+67.90 53.40' RT. ELEV. = 852.47'

BM #16

MAG NAIL ON EAST SHOULDER APPROX. 571

FEET N. OF 281ST. STREET SOUTH CROSSING

STA. 583+78.50 53.90' RT. ELEV. = 858.52'

EXISTING CABLE

BARRIER SYSTEM

EXISTING CABLE

BARRIER SYSTEM

TOP OF CUT

TOE OF SLOPE

TOP OF CUT

TOE OF SLOPE

570+

00

575+

00

580+

00

585+

00

FL= 847.78

FL= 850.03

STR. NO. 10 ~ STA. 577+75.00

CONST. 28"X18"X150' RCPA

CROSS DRAIN W/ SCES

IN= 850.03 OUT= 847.78

(REMOVE)

(REMOVE)

R= 5'

R= 75'

R= 5'

R= 75'

R= 75'

R= 75'

10

SHEET NO.STATE JOB NO.

PLAN SHEET

US-75 AT

HARRELD ROAD

R13

28967(04)

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ST

A. 585+

00

ST

A. 570+

00

SEC. 23 , T-15-N, R-12-ESEC. 12 , T-15-N, R-12-E

SEC. 26 , T-15-N, R-12-E SEC. 23 , T-15-N, R-12-E

ST

A. 57

3+

25

.0

0 ~

E

ND

EX

CE

PT

IO

N

ST

A. 58

2+

39

.0

0 ~

B

EG

IN

E

XC

EP

TIO

N

R= 75'

+58.06

R= 75'

+05.14

R= 5'

+19.00

R= 75'

+05.91

R= 75'

+57.69

R= 5'

+44.01

SCALE: 1"=50'

BM #18

MAG NAIL ON EAST SHOULDER APPROX. 2974

FEET S. OF 271ST STREET SOUTH CROSSING

STA. 599+19.10 53.10' RT. ELEV. = 834.54'

BM #19

MAG NAIL ON EAST SHOULDER APPROX. 2437

FEET S. OF 271ST STREET SOUTH CROSSING

STA. 604+38.60 52.80' RT. ELEV. = 819.25'

EXISTING CABLE

BARRIER SYSTEM

EXISTING CABLE

BARRIER SYSTEM

TOP OF CUT

TOE OF SLOPE

TOP OF CUT

TOE OF SLOPE

BM #17

MAG NAIL ON EAST SHOULDER APPROX. 1510

FEET n. OF 281ST STREET SOUTH CROSSING

STA. 593+24.40 53.80' RT. ELEV. = 851.51'

5

9

0

+

0

0

595+

00

600+

00

605+

00

FL= 839.25

FL= 835.11

STR. NO. 11 ~ STA. 597+75.00

CONST. 22"X13"X150' RCPA

CROSS DRAIN W/ SCES

IN= 839.25 OUT= 835.11

(REMOVE)

R= 5'

R= 75'

R= 5'

R= 75'

R= 75'

R= 75'

11

SHEET NO.STATE JOB NO.

PLAN SHEET

US-75 AT

276th STREET

R14

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0

+

0

0

ST

A. 605+

00

SEC. 23 , T-15-N, R-12-E

SEC. 22 , T-15-N, R-12-E

ST

A. 5

93

+4

9.0

0 ~

E

ND

EX

CE

PT

IO

N

ST

A. 60

2+

25

.0

0 ~

B

EG

IN

E

XC

EP

TIO

N

R= 75'

+44.01

R= 5'

+07.98

R= 75'

+44.11

R= 75'

+30.31

R= 75'

+31.88

R= 5'

+67.87

SCALE: 1"=50'

BM #20

MAG NAIL ON EAST SHOULDER APPROX. 741

FEET S. OF 271ST STREET SOUTH CROSSING

STA. 621+49.00 52.60' RT. ELEV. = 784.80'

BM #21

MAG NAIL ON EAST SHOULDER APPROX. 211

FEET S. OF 271ST STREET SOUTH CROSSING

STA. 626+93.50 53.00' RT. ELEV. = 785.88'

BM #22

MAG NAIL ON EAST SHOULDER APPROX. 318

FEET N. OF 271ST STREET SOUTH CROSSING

STA. 632+30.60 52.40' RT. ELEV. = 788.13

BM #22

MAG NAIL ON EAST SHOULDER APPROX. 880

FEET N. OF 271ST STREET SOUTH CROSSING

STA. 637+90.00 52.80' RT. ELEV. = 790.29

FL= 784.30

FL= 785.00

STR. NO. 12 ~ STA. 628+75.00

CONST. 36"X22"X150' RCPA

CROSS DRAIN W/ SCES

IN= 785.00 OUT= 784.30

EXISTING CABLE

BARRIER SYSTEM

EXISTING CABLE

BARRIER SYSTEM

(REMOVE)

(REMOVE)

TOP OF CUT

TOE OF SLOPE

TOP OF CUT

TOE OF SLOPE

62

5+

00

63

0+

00

63

5+

00

R= 5'

R= 75'

R= 5'

R= 75'

R= 75'

R= 75'

12

SHEET NO.STATE JOB NO.

PLAN SHEET

US-75 AT

271st STREET

R15

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A. 6

36

+0

0

ST

A. 6

21

+0

0

SEC. 23 , T-15-N, R-12-E

SEC. 22 , T-15-N, R-12-E SEC.15 , T-15-N, R-12-E

SEC. 14 , T-15-N, R-12-E

ST

A. 6

24

+3

4.0

0 ~

E

ND

EX

CE

PT

IO

N

ST

A. 6

33

+3

9.00

~

E

ND

C

ON

ST

RU

CT

IO

N

S

TA

TE

JO

B N

O.2

89

67

(0

4)

R= 75'

+14.70

R= 5'

+16.42

R= 75'

+14.26

R= 75'

+55.29

R= 75'

+58.61

R= 5'

+56.47

RO

AD

WO

RK

1500 F

EE

T

RO

AD

WO

RK

1/2 M

ILE

RO

AD

WO

RK

1 M

ILE

750' 750' 2500' 500' 500'

RO

AD

W

OR

K

NE

XT

7.5 M

ILE

S

WO

RK

Z

ON

E

FIN

ES

D

OU

BLE

WH

EN

W

OR

KE

RS

AR

E P

RE

SE

NT

SP

EE

D

LIM

IT

55

SP

EE

D

LIM

IT

55

750' 750'

G2

0-1

A

(1

) W

20

-1

(1 M

ILE

)

(1

) W

20

-1

(1

/2 M

ILE

)

(1

) W

20

-1

(1

500 F

EE

T)

(1

) R

2-1

E(5

5)

CS

-1

6E

CS

-1

7E

CS

-1

8E

WO

RK

ZO

NE

(1

) C

S-1

3E

(1

) C

S-1

4E

BE

GIN

(1

) R

2-1

E(5

5)

RO

AD

WO

RK

1500 F

EE

T

RO

AD

WO

RK

1/2 M

ILE

RO

AD

WO

RK

1 M

ILE

750'750'2500'500'500'

RO

AD

W

OR

K

NE

XT

7.5 M

ILE

S

WO

RK

Z

ON

E

FIN

ES

D

OU

BLE

WH

EN

W

OR

KE

RS

AR

E P

RE

SE

NT

SP

EE

D

LIM

IT

55

SP

EE

D

LIM

IT

55

750'750'

G20-1A

(1) W

20-1(1 M

ILE

)

(1) W

20-1(1/2 M

ILE

)

(1) W

20-1(1500 F

EE

T)

(1) R

2-1E

(55)

CS

-16E

CS

-17E

CS

-18E

WO

RK

ZO

NE

(1) C

S-13E

(1) C

S-14E

BE

GIN

(1) R

2-1E

(55)

SHEET NO.STATE JOB NO.

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CONSTRUCTION TRAFFIC CONTROL

ADVANCED WARNING SIGNS

SURVEY U.S. 75

37

5+

00

38

0+

00

38

5+

00

SCALE: 1"=50'

100' BUFFER

AREA

WORK AREA

4" YELLOW

STRIPE

660' TAPER

SU

RV

EY

U.S

. 75

390+

00

395+

00

4

0

0

+

0

0

SCALE: 1"=50'

660' T

AP

ER

100' B

UF

FE

R

AR

EA

WORK AREA

DR

UM

S @

50' S

PA

CIN

G

WORK AREA

DRUMS @ 100'

SPACING N.B. & S.B.

4" YELLOW

STRIPE

4" YELLOW

STRIPE

4" Y

ELLO

W

ST

RIP

E

4" WHITE

STRIPE

4" WHITE

STRIPE

SHEET NO.STATE JOB NO.

TRAFFIC CONTROL

SHEET 1 OF 2

T02

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ST

A. 386+

00

ST

A. 386+

00

S

T

A

. 4

0

1

+

0

0

ST

A. 374+

00

TRAFFIC CONTROL

TRAFFIC CONTROL

SEC. 12 , T-14-N, R-12-E

SEC. 12 , T-14-N, R-12-E SEC. 1 , T-14-N, R-12-E

4

0

0

+

0

0

405+

00

410+

00

4

1

5

+

0

0

SCALE: 1"=50'

WORK AREA

1

0

0

' B

U

F

F

E

R

A

R

E

A

DRUMS @ 100'

SPACING N.B. & S.B.

1

0

0

' B

U

F

F

E

R

A

R

E

A

6

0

0

' T

A

P

E

R

WORK AREA

DRUMS @ 50'

SPACING

4" YELLOW

STRIPE

4" YELLOW

STRIPE

SHEET NO.STATE JOB NO.

T03

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+

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0

S

T

A

. 4

1

6

+

0

0

TRAFFIC CONTROL

TRAFFIC CONTROL

SHEET 2 OF 2

SEC. 1 , T-14-N, R-12-E

49

0+

00

49

5+

00

50

0+

00

SCALE: 1"=50'

WORK AREA

100' BUFFER

AREA

660' TAPER

DRUMS @ 50' SPACING

DRUMS @ 100' SPACING

100' BUFFER

AREA

WORK AREA

100' BUFFER

AREA

100' BUFFER

AREA660' T

AP

ER

DR

UM

S @

50' S

PA

CIN

G

DRUMS @ 100' SPACING

4" YELLOW

STRIPE

4" YELLOW

STRIPE

SHEET NO.STATE JOB NO.

T04

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MEDIAN CROSSOVER TRAFFIC CONTROL

TRAFFIC CONTROL

MEDIAN CROSSOVER

SHEET 1 OF 1

SCALE: 1"=50'

514.72 L.F. 4"

YELLOW STRIPE

624.84 L.F. 4"

WHITE STRIPE

4

0

0

+

0

0

405+

00

410+

00

4

1

5

+

0

0

CONST.

R5-1 SIGN

51.97 L.F. 4"

YELLOW STRIPE

CONST.

R5-1 SIGN

DELINEATOR

DELINEATOR

SHEET NO.STATE JOB NO.

SIGNING & STRIPING

SHEET 1 OF 4

T05

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+

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0

SIGNING & STRIPING QUANTITIES

4" WHITE STRIPE

4" YELLOW STRIPE L.F.

624.84

566.69

L.F.

R5-1 SIGN EA. 2.00

S

T

A

. 4

1

6

+

0

0

ARROW EA. 3.00

DELINEATOR EA. 2.00

SCALE: 1"=50'

470.39 L.F. 4"

YELLOW STRIPE

466.69 L.F. 4"

YELLOW STRIPE

531.06 L.F. 4"

WHITE STRIPE

527.77 L.F. 4"

WHITE STRIPE

485+

00

490+

00

495+

00

500+

00

CONST.

R5-1 SIGN

CONST.

R5-1 SIGN

CONST.

R5-1 SIGN

CONST.

R5-1 SIGN

DELINEATOR

DELINEATOR

SCALE: 1"=50'

540.12 L.F. 4"

WHITE STRIPE

468.59 L.F. 4"

YELLOW STRIPE

470+

00

475+

00

480+

00

4

8

5

+

0

0

CONST. R5-1 SIGN

41.98 L.F. 4"

YELLOW STRIPE

CONST. R5-1 SIGN

DELINEATOR

DELINEATOR

SHEET NO.STATE JOB NO.

SIGNING & STRIPING

SHEET 2 OF 4

T06

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ST

A. 470+

00

S

T

A

. 4

8

5

+

0

0

S

TA

. 485+

00

ST

A. 5

00

+0

0

SIGNING & STRIPING QUANTITIES

4" WHITE STRIPE

4" YELLOW STRIPE L.F.

540.12

510.57

L.F.

R5-1 SIGN EA. 3.00

ARROW EA. 3.00

SIGNING & STRIPING QUANTITIES

4" WHITE STRIPE

4" YELLOW STRIPE L.F.

1058.83

937.08

L.F.

R5-1 SIGN EA. 4.00

ARROW EA. 6.00

DELINEATOR EA. 2.00

DELINEATOR EA. 2.00

SCALE: 1"=50'

576.76 L.F. 4"

WHITE STRIPE

587.30 L.F. 4"

WHITE STRIPE

466.81 L.F. 4"

YELLOW STRIPE

464.19 L.F. 4"

YELLOW STRIPE

54

0+

00

54

5+

00

55

0+

00

CONST.

R5-1 SIGN

CONST.

R5-1 SIGN

CONST.

R5-1SIGN

CONST.

R5-1 SIGN

DELINEATOR

DELINEATOR

SCALE: 1"=50'

466.83 L.F. 4"

YELLOW STRIPE

466.10 L.F. 4"

YELLOW STRIPE

546.52 L.F. 4"

WHITE STRIPE

582.26 L.F. 4"

WHITE STRIPE

570+

00

575+

00

580+

00

585+

00

CONST.

R5-1 SIGN

CONST.

R5-1 SIGN

CONST.

R5-1 SIGN

CONST.

R5-1 SIGN

DELINEATOR

DELINEATOR

SHEET NO.STATE JOB NO.

SIGNING & STRIPING

SHEET 3 OF 4

T07

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ST

A. 570+

00

ST

A. 585+

00

ST

A. 539+

00

ST

A. 554+

00

SIGNING & STRIPING QUANTITIES

4" WHITE STRIPE

4" YELLOW STRIPE L.F.

1164.06

931.00

L.F.

R5-1 SIGN EA. 4.00

ARROW EA. 6.00

SIGNING & STRIPING QUANTITIES

4" WHITE STRIPE

4" YELLOW STRIPE L.F.

1128.78

932.93

L.F.

R5-1 SIGN EA. 4.00

ARROW EA. 6.00

DELINEATOR EA. 2.00

DELINEATOR EA. 2.00

SCALE: 1"=50'

462.36 L.F. 4"

YELLOW STRIPE

461.69 L.F. 4"

YELLOW STRIPE

515.84 L.F. 4"

WHITE STRIPE

511.12 L.F. 4"

WHITE STRIPE

5

9

0

+

0

0

595+

00

600+

00

605+

00

CONST.

R5-1 SIGN

CONST.

R5-1 SIGN

CONST.

R5-1 SIGN

CONST.

R5-1 SIGN

DELINEATOR

DELINEATOR

SCALE: 1"=50'

521.03 L.F. 4"

WHITE STRIPE

523.89 L.F. 4"

WHITE STRIPE

471.18 L.F. 4"

YELLOW STRIPE

474.10 L.F. 4"

YELLOW STRIPE

625+

00

630+

00

635+

00

CONST.

R5-1 SIGN

CONST.

R5-1 SIGN

CONST.

R5-1 SIGN

CONST.

R5-1 SIGN

DELINEATOR

DELINEATOR

SHEET NO.STATE JOB NO.

SIGNING & STRIPING

SHEET 4 OF 4

T08

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9

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+

0

0

ST

A. 605+

00

ST

A. 6

21

+0

0

ST

A. 6

36

+0

0

SIGNING & STRIPING QUANTITIES

4" WHITE STRIPE

4" YELLOW STRIPE L.F.

1026.96

924.05

L.F.

R5-1 SIGN EA. 4.00

ARROW EA. 6.00

SIGNING & STRIPING QUANTITIES

4" WHITE STRIPE

4" YELLOW STRIPE L.F.

1044.92

945.28

L.F.

R5-1 SIGN EA. 4.00

ARROW EA. 6.00

DELINEATOR EA. 2.00

DELINEATOR EA. 2.00

STATION 407+00.00

760

770

780

790

760

770

780

790

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

PRES. R/W

PRES. R/W

STATION 407+50.00

760

770

780

790

760

770

780

790

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

PRES. R/W

PRES. R/W

STATION 408+00.00

750

760

770

780

750

760

770

780

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

PRES. R/W

PRES. R/W

STATION 408+50.00

760

770

780

790

760

770

780

790

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

PRES. R/W

PRES. R/W

EG ELEV. = 776.95

FG ELEV. = 776.95

EG ELEV. = 776.74

FG ELEV. = 776.74

EG ELEV. = 773.49

FG ELEV. = 773.49

EG ELEV. = 773.35

FG ELEV. = 773.35

XS 13

CUT VOLUME: 0

FILL VOLUME: 0

CUT VOLUME: 0

FILL VOLUME: 0

CUT VOLUME: 28

FILL VOLUME: 275

CUT VOLUME: 59

FILL VOLUME: 191

CUT AREA: 0

FILL AREA: 0

CUT AREA: 43

FILL AREA: 0

CUT AREA: 22

FILL AREA: 206

CUT AREA: 0

FILL AREA: 0

STATION 406+75.00

765

770

780

790

765

770

780

790

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

PRES. R/W

PRES. R/W

EG ELEV. = 778.12

FG ELEV. = 778.12

EXISTING OHE

STA. 408+57.87

OHE

CUT VOLUME: 0

FILL VOLUME: 0

CUT AREA: 0

FILL AREA: 0

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

R/W

R/W

R/W

R/W

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

759.35

773.98

STR. NO. 4 ~ STA. 407+98.17

CONST. SMD TYPE 2 &

STUB 26 L.F. 18" CGMP

INTO EXIST. INLET

TG= 770.21 OUT= 768.99

STR. NO. 5 ~ STA. 408+29.32

CONST. CONC CAP

FOR EXIST. INLET

IN= 768.99 OUT= 768.99

SHEET NO.STATE JOB NO.

X0128967(04)

U.S

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150140130120110100908070605040302010150 140 130 120 110 100 90 80 70 60 50 40 30 20 10

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SCALE: 1"=10'

STATION 409+00.00

760

770

780

790

760

770

780

790

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

PRES. R/W

PRES. R/W

STATION 409+50.00

760

770

780

790

760

770

780

790

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

PRES. R/W

PRES. R/W

STATION 410+00.00

760

770

780

790

760

770

780

790

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

PRES. R/W

PRES. R/W

STATION 410+50.00

760

770

780

790

760

770

780

790

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

PRES. R/W

PRES. R/W

STATION 408+83.73

760

770

780

790

760

770

780

790

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

PRES. R/W

PRES. R/W

EG ELEV. = 772.19

FG ELEV. = 772.19

EG ELEV. = 771.68

FG ELEV. = 771.68

EG ELEV. = 770.67

FG ELEV. = 770.67

EG ELEV. = 769.39

FG ELEV. = 769.39

EG ELEV. = 767.93

FG ELEV. = 767.93

XS 14

CUT VOLUME: 54

FILL VOLUME: 0

CUT VOLUME: 26

FILL VOLUME: 0

CUT VOLUME: 79

FILL VOLUME: 0

CUT VOLUME: 73

FILL VOLUME: 0

CUT VOLUME: 49

FILL VOLUME: 0

CUT AREA: 42

FILL AREA: 0

CUT AREA: 44

FILL AREA: 0

CUT AREA: 19

FILL AREA: 0

CUT AREA: 35

FILL AREA: 0

CUT AREA: 44

FILL AREA: 0

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

769.29

768.43

767.59

SHEET NO.STATE JOB NO.

X0228967(04)

U.S

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150140130120110100908070605040302010150 140 130 120 110 100 90 80 70 60 50 40 30 20 10

150140130120110100908070605040302010150 140 130 120 110 100 90 80 70 60 50 40 30 20 10

OK

MU

LG

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SCALE: 1"=10'

STATION 411+00.00

750

760

770

780

750

760

770

780

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

PRES. R/W

PRES. R/W

STATION 411+50.00

750

760

770

780

750

760

770

780

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

PRES. R/W

PRES. R/W

STATION 412+00.00

750

760

770

780

750

760

770

780

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

PRES. R/W

PRES. R/W

STATION 412+50.00

750

760

770

780

750

760

770

780

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

PRES. R/WPRES. R/W

STATION 413+00.00

750

760

770

780

750

760

770

780

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

PRES. R/WPRES. R/W

EG ELEV. = 766.52

FG ELEV. = 766.52

EG ELEV. = 765.94

FG ELEV. = 765.94

EG ELEV. = 766.17

FG ELEV. = 766.17

EG ELEV. = 766.28

FG ELEV. = 766.28

EG ELEV. = 766.65

FG ELEV. = 766.65

XS 15

CUT VOLUME: 31

FILL VOLUME: 2

CUT VOLUME: 26

FILL VOLUME: 7

CUT VOLUME: 28

FILL VOLUME: 5

CUT VOLUME: 32

FILL VOLUME: 0

CUT VOLUME: 32

FILL VOLUME: 0

CUT AREA: 13

FILL AREA: 6

CUT AREA: 16

FILL AREA: 2

CUT AREA: 17

FILL AREA: 0

CUT AREA: 18

FILL AREA: 0

CUT AREA: 17

FILL AREA: 1

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

766.54

765.64

766.17

766.53

766.68

SHEET NO.STATE JOB NO.

X0328967(04)

U.S

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150140130120110100908070605040302010150 140 130 120 110 100 90 80 70 60 50 40 30 20 10

OK

MU

LG

EE

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OU

NT

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SCALE: 1"=10'

STATION 413+50.00

750

760

770

780

750

760

770

780

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

PRES. R/W

PRES. R/W

STATION 414+00.00

750

760

770

780

750

760

770

780

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

PRES. R/W

PRES. R/W

STATION 414+50.00

760

770

780

790

760

770

780

790

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

PRES. R/W

PRES. R/W

STATION 415+00.00

760

770

780

790

760

770

780

790

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

PRES. R/W

PRES. R/W

EG ELEV. = 767.01

FG ELEV. = 767.01

EG ELEV. = 767.53

FG ELEV. = 767.53

EG ELEV. = 767.66

FG ELEV. = 767.66

EG ELEV. = 769.05

FG ELEV. = 769.05

CUT VOLUME: 29

FILL VOLUME: 0

CUT VOLUME: 31

FILL VOLUME: 0

CUT VOLUME: 0

FILL VOLUME: 0

CUT VOLUME: 0

FILL VOLUME: 0

CUT AREA: 19

FILL AREA: 0

CUT AREA: 0

FILL AREA: 0

CUT AREA: 0

FILL AREA: 0

CUT AREA: 15

FILL AREA: 0

XS 16

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

767.16

767.16

SHEET NO.STATE JOB NO.

X0428967(04)

U.S

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110100908070605040302010150 140 130 120 110 100 90 80 70 60 50 40 30 20 10

OK

MU

LG

EE

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OU

NT

Y

SCALE: 1"=10'

STATION 472+00.00

890

900

910

920

890

900

910

920

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 472+50.00

890

900

910

920

890

900

910

920

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 473+00.00

890

900

910

920

890

900

910

920

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 473+50.00

890

900

910

920

890

900

910

920

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 474+00.00

900

910

920

930

900

910

920

930

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 474+50.00

900

910

920

930

900

910

920

930

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 475+00.00

900

910

920

930

900

910

920

930

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 475+50.00

900

910

920

930

900

910

920

930

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 476+00.00

900

910

920

930

900

910

920

930

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 476+50.00

910

920

930

940

910

920

930

940

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

EG ELEV. = 903.61

FG ELEV. = 903.61

EG ELEV. = 905.69

FG ELEV. = 905.69

EG ELEV. = 907.77

FG ELEV. = 907.77

EG ELEV. = 909.85

FG ELEV. = 909.85

EG ELEV. = 911.93

FG ELEV. = 911.93

EG ELEV. = 913.98

FG ELEV. = 913.98

EG ELEV. = 916.01

FG ELEV. = 916.01

EG ELEV. = 918.07

FG ELEV. = 918.07

EG ELEV. = 919.96

FG ELEV. = 919.96

EG ELEV. = 921.81

FG ELEV. = 921.81

XS 17

CUT VOLUME: 0

FILL VOLUME: 0

CUT VOLUME: 0

FILL VOLUME: 0

CUT VOLUME: 16

FILL VOLUME: 0

CUT VOLUME: 33

FILL VOLUME: 0

CUT VOLUME: 37

FILL VOLUME: 0

CUT VOLUME: 42

FILL VOLUME: 0

CUT VOLUME: 45

FILL VOLUME: 0

CUT VOLUME: 45

FILL VOLUME: 0

CUT VOLUME: 39

FILL VOLUME: 1

CUT VOLUME: 33

FILL VOLUME: 2

CUT AREA: 22

FILL AREA: 0

CUT AREA: 19

FILL AREA: 0

CUT AREA: 17

FILL AREA: 0

CUT AREA: 0

FILL AREA: 0

CUT AREA: 0

FILL AREA: 0

CUT AREA: 18

FILL AREA: 2

CUT AREA: 18

FILL AREA: 1

CUT AREA: 24

FILL AREA: 0

CUT AREA: 24

FILL AREA: 0

CUT AREA:246

FILL AREA: 0

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

911.34

909.43

907.52

913.35

915.42

917.53

919.75

922.01

SHEET NO.STATE JOB NO.

X0528967(04)

U.S

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SCALE: 1"=10'SCALE: 1"=10'

STATION 477+50.00

910

920

930

940

910

920

930

940

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 478+00.00

910

920

930

940

910

920

930

940

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 477+00.00

910

920

930

940

910

920

930

940

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

EG ELEV. = 923.53

FG ELEV. = 923.53

EG ELEV. = 928.01

FG ELEV. = 928.01

EG ELEV. = 928.71

FG ELEV. = 928.71

XS 18

CUT VOLUME: 44

FILL VOLUME: 5

CUT VOLUME: 28

FILL VOLUME: 3

CUT VOLUME: 0

FILL VOLUME: 0

CUT AREA: 0

FILL AREA: 0

CUT AREA: 0

FILL AREA: 0

CUT AREA: 30

FILL AREA: 4

CUBIC YARDS

CUBIC YARDS

CUBIC YARDSSQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

STR. NO. 6 ~ STA. 476+72.00

CONST. 28"X18"x170' RCPA

CROSS DRAIN W/ SCES

IN

= 926.39,

OUT

= 916.49

SHEET NO.STATE JOB NO.

X0628967(04)

U.S

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MU

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SCALE: 1"=10'

6.9

2%

-0.95%

STATION 488+50.00

940

950

960

970

940

950

960

970

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 489+00.00

940

950

960

970

940

950

960

970

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 489+50.00

940

950

960

970

940

950

960

970

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 490+00.00

940

950

960

970

940

950

960

970

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 490+50.00

940

950

960

970

940

950

960

970

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 491+00.00

940

950

960

970

940

950

960

970

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 491+50.00

940

950

960

970

940

950

960

970

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 492+00.00

940

950

960

970

940

950

960

970

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 492+50.00

940

950

960

970

940

950

960

970

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 488+00.00

940

950

960

970

940

950

960

970

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

EG ELEV. = 955.73

FG ELEV. = 955.73

EG ELEV. = 956.03

FG ELEV. = 956.03

EG ELEV. = 956.28

FG ELEV. = 956.28

EG ELEV. = 956.47

FG ELEV. = 956.47

EG ELEV. = 956.64

FG ELEV. = 956.64

EG ELEV. = 956.49

FG ELEV. = 956.49

EG ELEV. = 956.38

FG ELEV. = 956.38

EG ELEV. = 955.91

FG ELEV. = 955.91

EG ELEV. = 957.23

FG ELEV. = 957.23

EG ELEV. = 955.73

FG ELEV. = 955.73

XS 19

CUT VOLUME: 0

FILL VOLUME: 0

CUT VOLUME: 15

FILL VOLUME: 0

CUT VOLUME: 30

FILL VOLUME: 0

CUT VOLUME: 32

FILL VOLUME: 0

CUT VOLUME: 39

FILL VOLUME: 0

CUT VOLUME: 44

FILL VOLUME: 0

CUT VOLUME: 43

FILL VOLUME: 0

CUT VOLUME: 40

FILL VOLUME: 0

CUT VOLUME: 71

FILL VOLUME: 0

CUT VOLUME: 72

FILL VOLUME: 2

CUT AREA: 24

FILL AREA: 0

CUT AREA: 18

FILL AREA: 0

CUT AREA: 17

FILL AREA: 0

CUT AREA: 16

FILL AREA: 0

CUT AREA: 0

FILL AREA: 0

CUT AREA: 22

FILL AREA: 2

CUT AREA: 56

FILL AREA: 0

CUT AREA: 21

FILL AREA: 0

CUT AREA: 23

FILL AREA: 0

CUT AREA: 24

FILL AREA: 0

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDSSQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

APPROX. LOC. EXIST.

TUG LINE

STA. 492+30

955.70

955.80

955.73

955.65

955.61

955.54

955.37

955.18

SHEET NO.STATE JOB NO.

X0728967(04)

U.S

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SCALE: 1"=10'SCALE: 1"=10'

5.30%

1.63%

2.75%

4.48%

STATION 493+00.00

940

950

960

970

940

950

960

970

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 493+50.00

940

950

960

970

940

950

960

970

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 494+00.00

940

950

960

970

940

950

960

970

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 494+50.00

940

950

960

970

940

950

960

970

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 495+00.00

940

950

960

970

940

950

960

970

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 495+50.00

940

950

960

970

940

950

960

970

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 496+00.00

940

950

960

970

940

950

960

970

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 496+50.00

930

940

950

960

930

940

950

960

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 497+00.00

930

940

950

960

930

940

950

960

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 492+72.69

940

950

960

970

940

950

960

970

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

EG ELEV. = 956.57

FG ELEV. = 956.57

EG ELEV. = 956.34

FG ELEV. = 956.34

EG ELEV. = 955.48

FG ELEV. = 955.48

EG ELEV. = 953.81

FG ELEV. = 953.81

EG ELEV. = 953.16

FG ELEV. = 953.16

EG ELEV. = 952.34

FG ELEV. = 952.34

EG ELEV. = 951.51

FG ELEV. = 951.51

EG ELEV. = 950.74

FG ELEV. = 950.74

EG ELEV. = 949.72

FG ELEV. = 949.72

EG ELEV. = 948.70

FG ELEV. = 948.70

XS 20

CUT VOLUME: 24

FILL VOLUME: 1

CUT VOLUME: 36

FILL VOLUME: 2

CUT VOLUME: 56

FILL VOLUME: 3

CUT VOLUME: 30

FILL VOLUME: 2

CUT VOLUME: 17

FILL VOLUME: 3

CUT VOLUME: 19

FILL VOLUME: 1

CUT VOLUME: 20

FILL VOLUME: 1

CUT VOLUME: 22

FILL VOLUME: 1

CUT VOLUME: 26

FILL VOLUME: 0

CUT VOLUME: 27

FILL VOLUME: 0

CUT AREA: 10

FILL AREA: 1

CUT AREA: 9

FILL AREA: 3

CUT AREA: 24

FILL AREA: 0

CUT AREA: 37

FILL AREA: 4

CUT AREA: 34

FILL AREA: 0

CUT AREA: 15

FILL AREA: 0

CUT AREA: 15

FILL AREA: 0

CUT AREA: 13

FILL AREA: 0

CUT AREA: 12

FILL AREA: 1

CUT AREA: 11

FILL AREA: 1

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDSSQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

953.81

953.80

953.22

952.44

951.55

950.62

949.55

948.50

STR. NO. 7 ~ STA. 492+75.00

CONST. 24"X150' RCP

CROSS DRAIN W/ SCES

IN

= 853.10,

OUT

= 851.95

SHEET NO.STATE JOB NO.

X0828967(04)

U.S

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STATION 497+50.00

930

940

950

960

930

940

950

960

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 498+00.00

930

940

950

960

930

940

950

960

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

EG ELEV. = 947.69

FG ELEV. = 947.69

EG ELEV. = 946.76

FG ELEV. = 946.76

XS 21

CUT VOLUME: 14

FILL VOLUME: 0

CUT VOLUME: 0

FILL VOLUME: 0

CUT AREA: 0

FILL AREA: 0

CUT AREA: 0

FILL AREA: 0

EXISTING OHE

STA. 498+17.53

OHE

CUBIC YARDS

CUBIC YARDS

SQUARE FEET

SQUARE FEET

SHEET NO.STATE JOB NO.

X0928967(04)

U.S

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STATION 541+50.00

860

870

880

890

860

870

880

890

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 542+00.00

860

870

880

890

860

870

880

890

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 542+50.00

850

860

870

880

850

860

870

880

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 543+00.00

850

860

870

880

850

860

870

880

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 543+50.00

850

860

870

880

850

860

870

880

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 544+00.00

850

860

870

880

850

860

870

880

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 544+50.00

850

860

870

880

850

860

870

880

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 545+00.00

850

860

870

880

850

860

870

880

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 545+50.00

840

850

860

870

840

850

860

870

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 541+00.00

860

870

880

890

860

870

880

890

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

EG ELEV. = 875.58

FG ELEV. = 875.58

EG ELEV. = 873.88

FG ELEV. = 873.88

EG ELEV. = 872.21

FG ELEV. = 872.21

EG ELEV. = 870.47

FG ELEV. = 870.47

EG ELEV. = 868.69

FG ELEV. = 868.69

EG ELEV. = 866.97

FG ELEV. = 866.97

EG ELEV. = 865.28

FG ELEV. = 865.28

EG ELEV. = 863.58

FG ELEV. = 863.58

EG ELEV. = 861.88

FG ELEV. = 861.88

EG ELEV. = 859.94

FG ELEV. = 859.94

XS 22

CUT VOLUME: 0

FILL VOLUME: 0

CUT VOLUME: 0

FILL VOLUME: 0

CUT VOLUME: 12

FILL VOLUME: 0

CUT VOLUME: 24

FILL VOLUME: 0

CUT VOLUME: 25

FILL VOLUME: 0

CUT VOLUME: 28

FILL VOLUME: 0

CUT VOLUME: 31

FILL VOLUME: 0

CUT VOLUME: 32

FILL VOLUME: 0

CUT VOLUME: 30

FILL VOLUME: 0

CUT VOLUME: 42

FILL VOLUME: 1

CUT AREA: 14

FILL AREA: 0

CUT AREA: 13

FILL AREA: 0

CUT AREA: 13

FILL AREA: 0

CUT AREA: 0

FILL AREA: 0

CUT AREA: 0

FILL AREA: 0

CUT AREA: 30

FILL AREA: 1

CUT AREA: 16

FILL AREA: 0

CUT AREA: 17

FILL AREA: 0

CUT AREA: 18

FILL AREA: 0

CUT AREA: 16

FILL AREA: 0

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDSSQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

871.93

870.13

868.35

859.70

861.48

863.15

864.83

866.56

SHEET NO.STATE JOB NO.

X1028967(04)

U.S

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STATION 546+00.00

840

850

860

870

840

850

860

870

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 546+50.00

840

850

860

870

840

850

860

870

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 547+00.00

840

850

860

870

840

850

860

870

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 547+50.00

840

850

860

870

840

850

860

870

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 548+00.00

840

850

860

870

840

850

860

870

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 548+50.00

830

840

850

860

830

840

850

860

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 549+00.00

830

840

850

860

830

840

850

860

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 549+50.00

830

840

850

860

830

840

850

860

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 550+00.00

830

840

850

860

830

840

850

860

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 546+62.37

840

850

860

870

840

850

860

870

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

EG ELEV. = 857.86

FG ELEV. = 857.86

EG ELEV. = 857.95

FG ELEV. = 857.95

EG ELEV. = 857.52

FG ELEV. = 857.52

EG ELEV. = 852.71

FG ELEV. = 852.71

EG ELEV. = 851.34

FG ELEV. = 851.34

EG ELEV. = 849.96

FG ELEV. = 849.96

EG ELEV. = 848.73

FG ELEV. = 848.73

EG ELEV. = 846.92

FG ELEV. = 846.92

EG ELEV. = 844.59

FG ELEV. = 844.59

XS 23

EG ELEV. = 855.86

FG ELEV. = 855.86

CUT VOLUME: 43

FILL VOLUME: 14

CUT VOLUME: 52

FILL VOLUME: 14

CUT VOLUME: 19

FILL VOLUME: 0

CUT VOLUME: 47

FILL VOLUME: 2

CUT VOLUME: 37

FILL VOLUME: 12

CUT VOLUME: 22

FILL VOLUME: 16

CUT VOLUME: 22

FILL VOLUME: 8

CUT VOLUME: 30

FILL VOLUME: 2

CUT VOLUME: 33

FILL VOLUME: 0

CUT VOLUME: 22

FILL VOLUME: 1

CUT AREA: 13

FILL AREA: 11

CUT AREA: 28

FILL AREA: 3

CUT AREA: 40

FILL AREA: 0

CUT AREA: 40

FILL AREA: 0

CUT AREA: 18

FILL AREA: 15

CUT AREA: 9

FILL AREA: 1

CUT AREA: 16

FILL AREA: 0

CUT AREA: 20

FILL AREA: 0

CUT AREA: 13

FILL AREA: 2

CUT AREA: 12

FILL AREA: 6

PROPOSED 18" RCP

STORM SEWER

EXISTING OHE

STA. 546+53.09

OHE

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDSSQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

852.84

851.37

849.93

848.14

846.36

844.43

STR. NO. 8 ~ STA. 546+50.00

CONST. 18"X200' RCP

CROSS DRAIN W/ SCES

IN

= 856.43,

OUT

= 851.80

STR. NO. 9 ~ STA. 548+81.24

CONST. SMD TYPE 2 &

STUB INTO EXIST. 18" CGMP

TG= 848.01 = 844.95

SHEET NO.STATE JOB NO.

X1128967(04)

U.S

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STATION 550+50.00

830

840

850

860

830

840

850

860

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 551+00.00

830

840

850

860

830

840

850

860

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 551+50.00

820

830

840

850

820

830

840

850

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 552+00.00

820

830

840

850

820

830

840

850

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

EG ELEV. = 842.72

FG ELEV. = 842.72

EG ELEV. = 840.90

FG ELEV. = 840.90

EG ELEV. = 839.18

FG ELEV. = 839.18

EG ELEV. = 837.46

FG ELEV. = 837.46

XS 24

CUT VOLUME: 15

FILL VOLUME: 1

CUT VOLUME: 16

FILL VOLUME: 1

CUT VOLUME: 8

FILL VOLUME: 0

CUT VOLUME: 0

FILL VOLUME: 0

CUT AREA: 0

FILL AREA: 0

CUT AREA: 0

FILL AREA: 0

CUT AREA: 9

FILL AREA: 0

CUT AREA: 9

FILL AREA: 1

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

842.75

840.72

SHEET NO.STATE JOB NO.

X1228967(04)

U.S

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SCALE: 1"=10'

STATION 573+50.00

830

840

850

860

830

840

850

860

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 574+00.00

830

840

850

860

830

840

850

860

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 574+50.00

830

840

850

860

830

840

850

860

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 575+00.00

830

840

850

860

830

840

850

860

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 575+50.00

830

840

850

860

830

840

850

860

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 576+00.00

830

840

850

860

830

840

850

860

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 576+50.00

830

840

850

860

830

840

850

860

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 577+00.00

830

840

850

860

830

840

850

860

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 577+50.00

830

840

850

860

830

840

850

860

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 573+00.00

830

840

850

860

830

840

850

860

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

XS 25

EG ELEV. = 845.42

FG ELEV. = 845.42

EG ELEV. = 846.08

FG ELEV. = 846.08

EG ELEV. = 846.65

FG ELEV. = 846.65

EG ELEV. = 847.15

FG ELEV. = 847.15

EG ELEV. = 847.65

FG ELEV. = 847.65

EG ELEV. = 848.05

FG ELEV. = 848.05

EG ELEV. = 848.56

FG ELEV. = 848.56

EG ELEV. = 849.04

FG ELEV. = 849.04

EG ELEV. = 849.45

FG ELEV. = 849.45

EG ELEV. = 849.10

FG ELEV. = 849.10

CUT VOLUME: 0

FILL VOLUME: 0

CUT VOLUME: 17

FILL VOLUME: 0

CUT VOLUME: 33

FILL VOLUME: 0

CUT VOLUME: 33

FILL VOLUME: 0

CUT VOLUME: 36

FILL VOLUME: 0

CUT VOLUME: 41

FILL VOLUME: 0

CUT VOLUME: 44

FILL VOLUME: 0

CUT VOLUME: 41

FILL VOLUME: 0

CUT VOLUME: 57

FILL VOLUME: 0

CUT VOLUME: 64

FILL VOLUME: 5

CUT AREA: 21

FILL AREA: 0

CUT AREA: 18

FILL AREA: 0

CUT AREA: 18

FILL AREA: 0

CUT AREA: 18

FILL AREA: 0

CUT AREA: 0

FILL AREA: 0

CUT AREA: 28

FILL AREA: 5

CUT AREA: 42

FILL AREA: 0

CUT AREA: 20

FILL AREA: 0

CUT AREA: 25

FILL AREA: 0

CUT AREA: 24

FILL AREA: 0

EXISTING OHE

STA. 575+45.52

OHE

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDSSQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

845.28

845.87

846.48

846.96

847.16

847.55

848.84

847.74

SHEET NO.STATE JOB NO.

X1328967(04)

U.S

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SCALE: 1"=10'SCALE: 1"=10'

STATION 578+00.00

830

840

850

860

870

830

840

850

860

870

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 578+50.00

840

850

860

870

840

850

860

870

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 579+00.00

840

850

860

870

840

850

860

870

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 579+50.00

840

850

860

870

840

850

860

870

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 580+00.00

840

850

860

870

840

850

860

870

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 580+50.00

840

850

860

870

840

850

860

870

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 581+00.00

840

850

860

870

840

850

860

870

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 581+50.00

840

850

860

870

840

850

860

870

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 582+00.00

840

850

860

870

840

850

860

870

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 577+78.01

830

840

850

860

830

840

850

860

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

XS 26

EG ELEV. = 851.60

FG ELEV. = 851.60

EG ELEV. = 851.58

FG ELEV. = 851.58

EG ELEV. = 851.64

FG ELEV. = 851.64

EG ELEV. = 852.43

FG ELEV. = 852.43

EG ELEV. = 852.98

FG ELEV. = 852.98

EG ELEV. = 853.57

FG ELEV. = 853.57

EG ELEV. = 854.14

FG ELEV. = 854.14

EG ELEV. = 854.72

FG ELEV. = 854.72

EG ELEV. = 855.37

FG ELEV. = 855.37

EG ELEV. = 856.01

FG ELEV. = 856.01

CUT VOLUME: 33

FILL VOLUME: 83

CUT VOLUME: 27

FILL VOLUME: 0

CUT VOLUME: 59

FILL VOLUME: 0

CUT VOLUME: 48

FILL VOLUME: 0

CUT VOLUME: 31

FILL VOLUME: 0

CUT VOLUME: 31

FILL VOLUME: 0

CUT VOLUME: 32

FILL VOLUME: 0

CUT VOLUME: 32

FILL VOLUME: 0

CUT VOLUME: 31

FILL VOLUME: 0

CUT VOLUME: 30

FILL VOLUME: 0

CUT AREA: 17

FILL AREA: 0

CUT AREA: 18

FILL AREA: 0

CUT AREA: 34

FILL AREA: 0

CUT AREA: 30

FILL AREA: 0

CUT AREA: 36

FILL AREA: 0

CUT AREA: 17

FILL AREA: 0

CUT AREA: 18

FILL AREA: 0

CUT AREA: 17

FILL AREA: 0

CUT AREA: 17

FILL AREA: 0

CUT AREA: 16

FILL AREA: 0

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDSSQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

850.15

852.30

852.89

853.31

853.84

854.48

855.23

855.92

STR. NO. 10 ~ STA. 577+75.00

CONST. 28"X18"X150' RCPA

CROSS DRAIN W/ SCES

IN

= 850.03,

OUT

= 847.78

SHEET NO.STATE JOB NO.

X1428967(04)

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SCALE: 1"=10'SCALE: 1"=10'

STATION 582+50.00

840

850

860

870

840

850

860

870

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 583+00.00

840

850

860

870

840

850

860

870

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

XS 27

EG ELEV. = 856.48

FG ELEV. = 856.48

EG ELEV. = 856.85

FG ELEV. = 856.85

CUT VOLUME: 15

FILL VOLUME: 0

CUT VOLUME: 0

FILL VOLUME: 0

CUT AREA: 0

FILL AREA: 0

CUT AREA: 0

FILL AREA: 0

CUBIC YARDS

CUBIC YARDS

SQUARE FEET

SQUARE FEET

SHEET NO.STATE JOB NO.

X1528967(04)

U.S

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SCALE: 1"=10'

STATION 593+50.00

840

850

860

870

840

850

860

870

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 594+00.00

840

850

860

870

840

850

860

870

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 594+50.00

840

850

860

870

840

850

860

870

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 595+00.00

830

840

850

860

830

840

850

860

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 595+50.00

830

840

850

860

830

840

850

860

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 596+00.00

830

840

850

860

830

840

850

860

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 596+50.00

830

840

850

860

830

840

850

860

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 597+00.00

830

840

850

860

830

840

850

860

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 597+50.00

830

840

850

860

830

840

850

860

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 593+00.00

840

850

860

870

840

850

860

870

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

EG ELEV. = 851.93

FG ELEV. = 851.93

EG ELEV. = 850.60

FG ELEV. = 850.60

EG ELEV. = 849.18

FG ELEV. = 849.18

EG ELEV. = 847.85

FG ELEV. = 847.85

EG ELEV. = 846.49

FG ELEV. = 846.49

EG ELEV. = 845.21

FG ELEV. = 845.21

EG ELEV. = 843.84

FG ELEV. = 843.84

EG ELEV. = 842.44

FG ELEV. = 842.44

EG ELEV. = 840.81

FG ELEV. = 840.81

EG ELEV. = 838.69

FG ELEV. = 838.69

XS 28

CUT VOLUME: 0

FILL VOLUME: 0

CUT VOLUME: 15

FILL VOLUME: 0

CUT VOLUME: 28

FILL VOLUME: 0

CUT VOLUME: 28

FILL VOLUME: 0

CUT VOLUME: 32

FILL VOLUME: 0

CUT VOLUME: 37

FILL VOLUME: 0

CUT VOLUME: 40

FILL VOLUME: 0

CUT VOLUME: 40

FILL VOLUME: 0

CUT VOLUME: 49

FILL VOLUME: 0

CUT VOLUME: 47

FILL VOLUME: 7

CUT AREA: 18

FILL AREA: 0

CUT AREA: 16

FILL AREA: 0

CUT AREA: 15

FILL AREA: 0

CUT AREA: 16

FILL AREA: 0

CUT AREA: 0

FILL AREA: 0

CUT AREA: 19

FILL AREA: 8

CUT AREA: 32

FILL AREA: 0

CUT AREA: 22

FILL AREA: 0

CUT AREA: 22

FILL AREA: 0

CUT AREA: 22

FILL AREA: 0

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDSSQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

850.40

849.09

847.65

846.17

844.65

843.15

841.73

840.06

SHEET NO.STATE JOB NO.

X1628967(04)

U.S

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SCALE: 1"=10'SCALE: 1"=10'

STATION 598+00.00

820

830

840

850

820

830

840

850

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 598+50.00

820

830

840

850

820

830

840

850

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 599+00.00

820

830

840

850

820

830

840

850

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 599+50.00

820

830

840

850

820

830

840

850

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 600+00.00

820

830

840

850

820

830

840

850

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 600+50.00

820

830

840

850

820

830

840

850

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 601+00.00

810

820

830

840

810

820

830

840

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 601+50.00

810

820

830

840

810

820

830

840

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 602+00.00

810

820

830

840

810

820

830

840

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 597+82.68

820

830

840

850

820

830

840

850

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

EG ELEV. = 839.49

FG ELEV. = 839.49

EG ELEV. = 839.00

FG ELEV. = 839.00

EG ELEV. = 836.25

FG ELEV. = 836.25

EG ELEV. = 835.43

FG ELEV. = 835.43

EG ELEV. = 834.15

FG ELEV. = 834.15

EG ELEV. = 832.60

FG ELEV. = 832.60

EG ELEV. = 830.98

FG ELEV. = 830.98

EG ELEV. = 829.29

FG ELEV. = 829.29

EG ELEV. = 827.75

FG ELEV. = 827.75

EG ELEV. = 826.27

FG ELEV. = 826.27

XS 29

CUT VOLUME: 34

FILL VOLUME: 5

CUT VOLUME: 22

FILL VOLUME: 0

CUT VOLUME: 56

FILL VOLUME: 4

CUT VOLUME: 49

FILL VOLUME: 8

CUT VOLUME: 37

FILL VOLUME: 7

CUT VOLUME: 30

FILL VOLUME: 6

CUT VOLUME: 30

FILL VOLUME: 6

CUT VOLUME: 29

FILL VOLUME: 5

CUT VOLUME: 27

FILL VOLUME: 2

CUT VOLUME: 24

FILL VOLUME: 0

CUT AREA: 17

FILL AREA: 3

CUT AREA: 24

FILL AREA: 4

CUT AREA: 29

FILL AREA: 5

CUT AREA: 32

FILL AREA: 0

CUT AREA: 36

FILL AREA: 0

CUT AREA: 12

FILL AREA: 0

CUT AREA: 14

FILL AREA: 0

CUT AREA: 16

FILL AREA: 3

CUT AREA: 16

FILL AREA: 3

CUT AREA: 16

FILL AREA: 3

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDSSQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

835.30

834.72

833.60

832.16

830.66

828.97

828.38

826.96

STR. NO. 11 ~ STA. 597+75.00

CONST. 22"X13"X150' RCPA

CROSS DRAIN W/ SCES

IN

= 839.25,

OUT

= 835.11

SHEET NO.STATE JOB NO.

X1728967(04)

U.S

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SCALE: 1"=10'SCALE: 1"=10'

STATION 602+50.00

810

820

830

840

810

820

830

840

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 603+00.00

810

820

830

840

810

820

830

840

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

EG ELEV. = 824.79

FG ELEV. = 824.79

EG ELEV. = 823.31

FG ELEV. = 823.31

XS 30

CUT VOLUME: 11

FILL VOLUME: 0

CUT VOLUME: 0

FILL VOLUME: 0

CUT AREA: 0

FILL AREA: 0

CUT AREA: 0

FILL AREA: 0

CUBIC YARDS

CUBIC YARDS

SQUARE FEET

SQUARE FEET

SHEET NO.STATE JOB NO.

X1828967(04)

U.S

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SCALE: 1"=10'

STATION 624+50.00

770

780

790

800

770

780

790

800

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 625+00.00

770

780

790

800

770

780

790

800

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 625+50.00

770

780

790

800

770

780

790

800

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 626+00.00

770

780

790

800

770

780

790

800

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 626+50.00

770

780

790

800

770

780

790

800

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 627+00.00

770

780

790

800

770

780

790

800

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 627+50.00

770

780

790

800

770

780

790

800

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 628+00.00

770

780

790

800

770

780

790

800

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 628+50.00

770

780

790

800

770

780

790

800

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 624+00.00

770

780

790

800

770

780

790

800

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

EG ELEV. = 784.17

FG ELEV. = 784.17

EG ELEV. = 784.31

FG ELEV. = 784.31

EG ELEV. = 784.43

FG ELEV. = 784.43

EG ELEV. = 784.48

FG ELEV. = 784.48

EG ELEV. = 784.49

FG ELEV. = 784.49

EG ELEV. = 784.54

FG ELEV. = 784.54

EG ELEV. = 784.59

FG ELEV. = 784.59

EG ELEV. = 784.63

FG ELEV. = 784.63

EG ELEV. = 784.55

FG ELEV. = 784.55

EG ELEV. = 784.78

FG ELEV. = 784.78

XS 31

CUT VOLUME: 0

FILL VOLUME: 0

CUT VOLUME: 19

FILL VOLUME: 0

CUT VOLUME: 37

FILL VOLUME: 0

CUT VOLUME: 39

FILL VOLUME: 0

CUT VOLUME: 42

FILL VOLUME: 0

CUT VOLUME: 43

FILL VOLUME: 0

CUT VOLUME: 45

FILL VOLUME: 0

CUT VOLUME: 47

FILL VOLUME: 0

CUT VOLUME: 35

FILL VOLUME: 32

CUT VOLUME: 31

FILL VOLUME: 51

CUT AREA: 23

FILL AREA: 0

CUT AREA: 23

FILL AREA: 0

CUT AREA: 20

FILL AREA: 0

CUT AREA: 20

FILL AREA: 0

CUT AREA: 0

FILL AREA: 0

CUT AREA: 21

FILL AREA: 21

CUT AREA: 12

FILL AREA: 35

CUT AREA: 26

FILL AREA: 0

CUT AREA: 25

FILL AREA: 0

CUT AREA: 24

FILL AREA: 0

EXISTING OHE

STA. 626+61.01

OHE

EXISTING OHE

STA. 626+44.20

OHE

EXISTING OHE

STA. 626+76.07

APPROX. LOC. EXIST.

WATER LINE

STA. 626+44.20

APPROX. LOC. EXIST.

GAS LINE

STA. 626+44.20

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDSSQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

APPROX. LOC. EXIST.

TUG LINE

STA. 627+50

784.20

784.28

784.38

784.43

784.48

784.49

784.48

785.94

OHE

-3.66%

4.79%

SHEET NO.STATE JOB NO.

X1928967(04)

U.S

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SCALE: 1"=10'SCALE: 1"=10'

STATION 629+00.00

770

780

790

800

770

780

790

800

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 629+50.00

770

780

790

800

770

780

790

800

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 630+00.00

770

780

790

800

770

780

790

800

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 630+50.00

770

780

790

800

770

780

790

800

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 631+00.00

770

780

790

800

770

780

790

800

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 631+50.00

770

780

790

800

770

780

790

800

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 632+00.00

770

780

790

800

770

780

790

800

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 632+50.00

770

780

790

800

770

780

790

800

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 633+00.00

770

780

790

800

770

780

790

800

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 628+88.59

770

780

790

800

770

780

790

800

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

EG ELEV. = 787.22

FG ELEV. = 787.22

EG ELEV. = 787.27

FG ELEV. = 787.27

EG ELEV. = 784.48

FG ELEV. = 784.48

EG ELEV. = 785.12

FG ELEV. = 785.12

EG ELEV. = 785.58

FG ELEV. = 785.58

EG ELEV. = 786.06

FG ELEV. = 786.06

EG ELEV. = 786.37

FG ELEV. = 786.37

EG ELEV. = 786.67

FG ELEV. = 786.67

EG ELEV. = 786.97

FG ELEV. = 786.97

EG ELEV. = 787.30

FG ELEV. = 787.30

XS 32

CUT VOLUME: 32

FILL VOLUME: 16

CUT VOLUME: 10

FILL VOLUME: 1

CUT VOLUME: 32

FILL VOLUME: 24

CUT VOLUME: 23

FILL VOLUME: 30

CUT VOLUME: 22

FILL VOLUME: 15

CUT VOLUME: 18

FILL VOLUME: 11

CUT VOLUME: 18

FILL VOLUME: 6

CUT VOLUME: 19

FILL VOLUME: 3

CUT VOLUME: 21

FILL VOLUME: 1

CUT VOLUME: 22

FILL VOLUME: 0

CUT AREA: 11

FILL AREA: 18

CUT AREA: 14

FILL AREA: 8

CUT AREA: 12

FILL AREA: 25

CUT AREA: 23

FILL AREA: 2

CUT AREA: 24

FILL AREA: 1

CUT AREA: 13

FILL AREA: 0

CUT AREA: 12

FILL AREA: 0

CUT AREA: 11

FILL AREA: 1

CUT AREA: 11

FILL AREA: 3

CUT AREA: 10

FILL AREA: 4

EXISTING OHE

STA. 630+68.84

WATER

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDS

CUBIC YARDSSQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

SQUARE FEET

786.43

785.82

786.00

786.24

786.49

786.71

787.20

787.34

6.9

8%

-4.7

7%

7.4

6%

-4.6

0%

STR. NO. 12 ~ STA. 628+75.00

CONST. 36"X22"X150' RCPA

CROSS DRAIN W/ SCES

IN

= 785.00,

OUT

= 784.30

SHEET NO.STATE JOB NO.

X2028967(04)

U.S

. H

IG

HW

AY

75

U:\P

rojects\198 ~

O

DO

T - E

C-1465 U

S-75 S

afety Im

provem

ents in O

km

ulgee C

ounty\D

WG

\C

ross S

ection S

heets.dw

gM

egan

7/17/2018 9:39 A

M

OK

MU

LG

EE

C

OU

NT

Y

SCALE: 1"=10'SCALE: 1"=10'

STATION 633+50.00

770

780

790

800

770

780

790

800

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

STATION 634+00.00

770

780

790

800

770

780

790

800

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

EG ELEV. = 787.52

FG ELEV. = 787.52

EG ELEV. = 787.77

FG ELEV. = 787.77

XS 33

CUT VOLUME: 12

FILL VOLUME: 0

CUT VOLUME: 0

FILL VOLUME: 0

CUT AREA: 0

FILL AREA: 0

CUT AREA: 0

FILL AREA: 0

CUBIC YARDS

CUBIC YARDSSQUARE FEET

SQUARE FEET

SHEET NO.STATE JOB NO.

X2128967(04)

U.S

. H

IG

HW

AY

75

U:\P

rojects\198 ~

O

DO

T - E

C-1465 U

S-75 S

afety Im

provem

ents in O

km

ulgee C

ounty\D

WG

\C

ross S

ection S

heets.dw

gM

egan

7/17/2018 9:39 A

M

OK

MU

LG

EE

C

OU

NT

Y

SCALE: 1"=10'