PC-0525 WC-1037 SC-1158 Final Plans.pdf

7/11/2025

P R

E S

R /W

SEE CROSS SECTIONS

FORESLOPE VARIES

(IF REINFORCING REQ'D)

CLEAR

P R

E S

R /W

1:4

1:4

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Associated Consultants

C.O.A. No. 699 Renewal Date: 06-30-25

25 N.W. 146th Street ~ Edmond, OK 73013 ~ 405.848.2471

MacArthur

PC-0525

N.T.S.

STA. 10+25.00 TO STA. 61+75.00

TYPICAL SECTION NO. 1

DRIVING LANE DRIVING LANE DRIVING LANE DRIVING LANE

2% 2%

BASE COURSE

SURFACE COURSE

PAVT. STRUCTURE

PAVEMENT REQUIREMENT

2'-8" CURB AND GUTTER

3" S3 (PG 58-28 OK)

3.25" S3 (PG 58-28 OK)

3.25" S3 (PG 64-22 OK)

1.75" S5 (PG 70-28 OK)

12' DRIVING LANES

N.T.S.

STA. 7+00.00 TO STA. 10+25.00

TYPICAL SECTION NO. 2

DRIVING LANE DRIVING LANE 0' TO 12'

2% 2%

BASE COURSE

SURFACE COURSE

PAVT. STRUCTURE

PAVEMENT REQUIREMENT

2' SHOULDER

3" S3 (PG 58-28 OK)

3.25" S3 (PG 58-28 OK)

3.25" S3 (PG 64-22 OK)

1.75" S5 (PG 70-28 OK)

12' DRIVING LANES

P R

E S

R

/W0' TO 12' SHLDR

1:3 10' & O

VER (5)

1:4 0' TO 10' (5)

1:4

1:3

SHLDR

N.T.S.

ROUNDING DETAIL

N.T.S.

CURB TERMINAL DETAIL

EX. PAVEMENT

1:4

MATCH EXIST.

C R

L

1:4

1:4

P R

E S

R /W

2% 2%

N.T.S.

TEMPORARY WIDENING SECTION

BASE COURSE

SURFACE COURSE

PAVT. STRUCTURE

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

2" SUPERPAVE TYPE S5 (PG 70-28 OK)

TEMPORARY WIDENING

CONSTRUCTION SEQUENCING

SEE TRAFFIC CONTROL &

NOTE:

12'-0"12'-0"12'-0"12'-0"

1'-0"1'-0"

VARIES12'-0"12'-0"VARIES2'-0" 2'-0"

OF WORK.

INCLUDED IN PRICE BID FOR OTHER ITEMS

THE ENGINEER. COST OF ROUNDING TO BE

GROUND LINES, OR AS DESIGNATED BY

THE INTERSECTION OF CUT SLOPES W/

ROUNDING SHALL BE 5' MIN. TO 15' MAX. AT

CUT SLO

PE

FILL SLO

PE

MAX. ROUNDED

5' MIN.-15'

MAX. ROUNDED

5' MIN.-15'

3"

2'

1/2"R

LINE

GUTTER

CONTRACTION JOINT

TOP OF CURB

FACE OF CURB

VARIES

VARIES

(8" BARRIER)

CURB & GUTTER

2'-8" COMB.

CL SURVEY

CRL

FINISH GRADE

TACK COAT

1.75" S5 (PG 70-28 OK)

3.25" S3 (PG 64-22 OK)

3.25" S3 (PG 58-28 OK)

3" S3 (PG 58-28 OK)

8" STABILIZED SUBGRADE

CL SURVEY

CRL

FINISH GRADE

TACK COAT 1.75" S5 (PG 70-28 OK)

3.25" S3 (PG 64-22 OK)

3.25" S3 (PG 58-28 OK)

3" S3 (PG 58-28 OK)

8" STABILIZED SUBGRADE

2'-0"

SOLID SLAB SOD ON ALL

DISTURBED AREAS

DETAIL

SEE ROUNDING

ROUNDING ROUNDING

(2)

SOLID SLAB SOD ON ALL

DISTURBED AREAS

DETAIL

SEE ROUNDING

TYPICAL SECTIONS

2'-0"

(1)

2'-0"2'-0"

6'-0" 6'-0"

(1) (1)

SOLID SLAB SOD ON ALL

DISTURBED AREAS

SOLID SLAB SOD ON ALL

DISTURBED AREAS

TACK COAT

SAW CUT AT

EXIST. EDGE

OF PAVED

ROADWAY

6" COMPACTED SUBGRADE

QUANTITY IS INCLUDED IN THE MASS DIAGRAM.

ADJUSTED FOR SALVAGE AND THE TOPSOIL

TOPSOIL. EARTHWORK QUANTITIES WERE NOT

AND CROSS SECTIONS IS TO THE TOP OF THE

THE GRADING LINE AS SHOWN ON THE TYPICAL

FOR TYPE A-SALVAGED TOPSOIL, LUMP SUM.

OPERATION SHALL BE INCLUDED IN THE PAY ITEM

ADDITIONAL COSTS ASSOCIATED WITH

AREAS LOCATED BY THE ENGINEER. ALL

COMPLETED FILL SLOPES OR OTHER PRIORITY

THE CUT SECTIONS AND THE REMAINDER ON

5" THICK FIRST ON THE COMPLETED SLOPES OF

RESERVED TOPSOIL SHALL BE SPREAD APPROX.

SECTION 205 OF THE STANDARD SPECIFICATION.

BACK ON THE SECTION IN ACCORDANCE WITH

AVAILABLE TOPSOIL, STOCKPILE IT, AND PLACE IT

THE CONTRACTOR SHALL STRIP ALL OF THE

TOPSOIL NOTE:(2)

INCLUDED IN OTHER ITEMS OF WORK.

THE FINISHING OPERATIONS. COST TO BE

TO BE BACKFILLED AND COMPACTED AS PART OF

BACKFILL NOTE:(1)

IN ACCORDANCE WITH OKC STANDARD D-1008.

BE CONSTRUCTED WITH A "CURB TURNOUT"

NOTE: ALL CURB INLETS SHALL

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Associated Consultants

C.O.A. No. 699 Renewal Date: 06-30-25

25 N.W. 146th Street ~ Edmond, OK 73013 ~ 405.848.2471

MacArthur

PC-0525

WORK. (CON'T)

THE TO ADJACENT OR ALONG PROPERTY, HIS OR THEIR OF PREPARATION THE WITH INTERFERE OR DAMAGE MIGHT WHICH

WORK ANY OF ADVANCE IN HOURS (24) TWENTY-FOUR THAN LESS NOT INDIVIDUAL ANY OR COMPANY, AND CORPORATION, SERVICE PUBLIC ANY OF REPRESENTATIVES PROPER THE NOTIFY SHALL CONTRACTOR THE WORK. THE TO ADJACENT

OR ALONG PROPERTY PRIVATE OR PUBLIC OTHER ALL TO AND THEREOF APPURTENANCES OR LINES ELECTRIC OR GAS, SEWER, WATER, ALL TO ETC. SIDEWALKS, DRIVEWAYS, PAVEMENTS, BRIDGES, CULVERTS, FENCES, TREES, ALL TO DAMAGE

PREVENT TO NECESSARY PRECAUTION EVERY USE SHALL AND OF PRESERVATION THE FOR RESPONSIBLE BE SHALL HE AND

PERMISSION OBTAINING FIRST WITHOUT PURPOSE ANY FOR PROPERTY PRIVATE UPON ENTER NOT SHALL CONTRACTOR THE

T11. PROTECTION AND RESTORATION OF PROPERTY

THEREOF.

MADE BE SHALL PRICE CONTRACT THE FROM DEDUCTION EQUABLE AN CONTRACT, THE WITH ACCORDANCE IN NOT DONE OR

DAMAGED WORK THE CORRECT TO EXPEDIENT NOT IT DEEM OWNER AND ENGINEER CONSULTING THE IF CONTRACTOR. THE

DUE BECOME TO OR DUE COMPENSATION ANY FROM THEREOF COST THE DEDUCT TO AND REPLACED AND REMEDIED BE TO

WORK DEFECTIVE CAUSE TO AUTHORITY THE HAVE CONTRACTOR, THE TO NOTICE WRITTEN GIVING AFTER SHALL, ENGINEER

THE ENGINEER, THE FROM NOTICE RECEIVING AFTER IMMEDIATELY MATERIALS OR WORK CONDEMNED OR UNAUTHORIZED, REJECTED, ANY DIRECTED, SO IF REPLACE, AND REMOVE TO OR REPAIR SATISFACTORILY TO CONTRACTOR THE OF FAILURE

UPON EXPENSE. CONTRACTOR'S THE AT REMOVED ORDERED BE MAY AND FOR PAID AND MEASURED BE NOT MAY ENGINEER, THE OF OPTION THE AT AND, UNAUTHORIZED, CONSIDERED BE WILL AND RISK CONTRACTOR'S THE AT DONE BE WILL PRICES, TO AS WRITING IN AGREEMENT PRIOR AND AUTHORITY WRITTEN WITHOUT DONE WORK UNCLASSIFIED OR EXTRA ANY OR

INSPECTION, PROPER WITHOUT DONE WORK PROVIDED, HEREIN AS SAVE GIVEN, AS OR PLANS THE ON SHOWN GRADES WITH

CONFORMITY IN NOT OR LINES THE BEYOND DONE WORK GIVEN, BEEN HAVING GRADES AND LINES WITHOUT DONE WORK

IMMEDIATELY FROM THE SITE OF THE WORK.

REMOVED BE SHALL MATERIALS DEFECTIVE EXPENSE. CONTRACTOR'S THE AT REPLACED AND REMOVED BE SHALL IT

ALL WORK WHICH HAS BEEN REJECTED OR CONDEMNED SHALL BE REPAIRED OR IF IT CANNOT BE SATISFACTORILY REPAIRED, T10. REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK

SHALL KEEP ANY STREET(S) IN CONDITION FOR UNOBSTRUCTED USE OF FIRE APPARATUS.

ENGINEER, THE BY DIRECTED WHEN AND OBSTRUCTED OR CLOSED IS STREET ANY WHEN HEADQUARTERS DEPARTMENT

FIRE THE NOTIFY SHALL CONTRACTOR THE TRAFFIC. OF DIVERSION THE FOR BRIDGES AND ROADWAYS OF MAINTENANCE

AND CONSTRUCTION THE FOR NECESSARY WORK PERFORM AND MATERIALS ALL PROVIDE EXPENSE, OWN HIS AT SHALL, AND TRAFFIC OF DIVERSION THE FOR ENGINEER THE TO SATISFACTORY ARRANGEMENTS MAKE MAY CONTRACTOR THE

PEDESTRIANS, PROVIDED THAT, WHERE THE BRIDGING IS IMPRACTICAL OR UNNECESSARY, IN THE OPINION OF THE ENGINEER, AND VEHICLES OF PASSAGE FREE THE FOR ALLOW TO OPEN KEPT BE SHALL DRIVEWAYS PRIVATE AND SIDEWALKS, THE ENGINEER. THE BY NECESSARY CONSIDERED IS THAN PUBLIC TRAVELING THE TO OBSTRUCTION GREATER NO CAUSE TO

AS CONDUCTED SO BE TIMES ALL AT SHALL WORK THE AND PLACED SO BE SHALL SITE WORK THE ABOUT STORED MATERIALS

T9. PUBLIC CONVENIENCES AND SAFETY

INSTALLED BY THE CONTRACTOR.

PLUGS TEMPORARY ANY REMOVE TO TIMES ALL AT AVAILABLE BE SHALL EQUIPMENT AND WORKERS SUFFICIENT TIMES.

ALL AT FLOWS FLOOD FOR CHANNEL OPEN AN INSURE TO AS MANNER A SUCH IN WORK THE CONDUCT TO CONTRACTOR

THE OF RESPONSIBILITY THE BE SHALL IT RESTRICTIONS, CHANNEL TO DUE PROPERTY SURROUNDING TO HAZARD FLOOD

EXTREME THE AND PERIOD CONSTRUCTION THE DURING TIME ANY AT RAINFALL EXCESSIVE OF POSSIBILITY THE TO DUE

T8. FLOOD HAZARD

LOCATION, ACCORDING TO FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS.

APPROVED AN AT OF DISPOSED BE SHALL WORK THE OF SITE THE FROM REMOVED MATERIALS WASTE CONDITION.

ORDERLY AND NEAT A IN WORK OF SITE THE LEAVE SHALL CONTRACTOR THE KIND. ANY OF DEBRIS AND TREES OF PORTIONS

OR STUMPS, STRUCTURES, TEMPORARY MATERIAL, DISCARD AND SURPLUS WORK, OF SITE THE FROM REMOVE, AND CLEAN

SHALL CONTRACTOR THE MADE, BE WILL PAYMENT FINAL AND ACCEPTANCE BEFORE AND WORK, THE OF COMPLETION UPON

T7. FINAL CLEANUP

RESPONSIBLE.

IS CONTRACTOR THE WHICH FOR CONSTRUCTION INCIDENTAL AS CONSIDERED BE SHALL QUANTITIES, OF SUMMARY

THE IN SHOWN AND PROVISIONS, SPECIAL THESE IN OR SPECIFICATIONS STANDARD THE IN COVERED NOT ITEM ANY

T6. INCIDENTAL WORK

SEPARATELY, BUT SHALL BE INCLUDED IN THE UNIT PRICE BID FOR OTHER ITEMS.

FOR PAID BE NOT SHALL AND INCIDENTAL BE SHALL WORK THIS CONSTRUCTION. THE TO ADJACENT IMPROVEMENTS

PROTECT TO SUPPORTS AND BRACING OTHER AND SHORING, SHEETING, NECESSARY ALL PROVIDE SHALL CONTRACTOR THE

T5. PROTECTION OF EXISTING STRUCTURES

DEPARTMENT.

WATER CITY'S THE OF REQUIREMENTS THE TO STRICTLY CONFORM SHALL WORK SUCH WORK ACTUAL THE PERFORM TO

IS CONTRACTOR THE WHERE HYDRANTS. FIRE AND METERS, AND VALVES WATER OF RESETTING AND PLANS ON SHOWN AS

WATERLINES LOWERING FOR DEPARTMENT WATER CITY'S THE WITH ARRANGEMENTS COMPLETE MAKE SHALL CONTRACTOR

THE REQUIRED. WHEN ABUTTING WORK NEW OF CONSTRUCTION THE OF ADVANCE IN COMPLETED BE SHALL WORK

SUCH AND ALIGNMENT AND GRADE CORRECT TO ACCURATELY REBUILT BE SHALL STRUCTURES EXISTING SPECIFICATIONS.

THESE IN FOR PROVIDED OTHERWISE UNLESS INVOLVED, WORK OF CLASS THE FOR SPECIFICATIONS STANDARD

CITY'S THE OF REQUIREMENTS THE TO CONFORM SHALL STRUCTURES EXISTING RESETTING OR ADJUSTING OTHERWISE

AND LOWERING RAISING, IN NECESSARY WORKMANSHIP AND MATERIALS THE TYPE. THE OF WORK NEW FOR SPECIFICATIONS

STANDARD CITY OKLAHOMA OF CITY THE OF REQUIREMENTS THE WITH CONFORMITY IN DONE BE SHALL WORK SUCH

CONTRACT, THIS OF PART A AS CONTRACTOR THE BY PERFORMED BE TO WORK THE OF PART A IS ALTERATION THE WHEN

ENGINEER. CONSULTING THE BY ESTABLISHED OR PLANS THE ON SHOWN DIMENSIONS AND ELEVATIONS GRADES, LINES, THE

WITH CONFORMITY CLOSE REASONABLY AND SPECIFICATIONS THESE WITH ACCORDANCE IN PROPERTY, OWN THEIR MOVE TO

REQUIRED CORPORATION OR FIRM COMPANY, PRIVATE A OF PROPERTY THE NOT ARE WHICH AND ABANDONED OR REMOVED

BE TO NOT ARE WHICH APPURTENANCES OR EQUIPMENT STRUCTURES, EXISTING OF ALIGNMENT AND GRADE REQUIRED

THE TO RESETTING, OR RELOCATING ALTERATIONS, ADJUSTMENTS, NECESSARY THE OF CONSIST SHALL WORK THIS

T4. ADJUSTMENT OF EXISTING STRUCTURES

MATERIAL.

DELIVERED OF TICKETS LOAD BY OR AMOUNTS MEASURED FINAL THE BY FOR PAID BE SHALL ITEMS OTHER ESTIMATE.

FINAL THE FOR BASIS THE BE SHALL AND REPORT DAILY INSPECTOR'S THE IN ENTERED BE TO ARE QUANTITIES THESE

COMPLETED. IS JOB THE WHEN MEASURED BE CANNOT WHICH QUANTITIES THE OF AMOUNT THE INSPECTOR, THE WITH UPON, AGREE AND ESTABLISH DAY, WORK EACH OF END THE AT SHALL, REPRESENTATIVE AUTHORIZED HIS OR CONTRACTOR THE

T3. QUANTITIES

SHALL PROVIDE SUFFICIENT WATER FOR ADEQUATE GRASS GROWTH AS APPROVED BY THE ENGINEER.

CONTRACTOR THE SODDING. OF YARD SQUARE PER GALLONS 40 AT ESTIMATED WATERING OF COST INCLUDE TO BID PRICE

T2. EROSION CONTROL

CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL CONSTRUCTION STAKES.

OF EXECUTION THE FOR CONTROLS VERTICAL AND HORIZONTAL ESTABLISH SHALL ENGINEER CONSULTING THE

T1. CONSTRUCTION STAKING

TECHNICAL PROVISIONS

WORK.

THE GOVERNING DOCUMENTS CONTRACT THE OF REQUIREMENTS THE ALL OF DETAIL EVERY FULFILL TO CONTRACTOR

THE OF PART THE ON OMISSION OR FAILURE ANY FOR EXCUSE AN AS ACCEPTED BE WILL WORK THE OF EXECUTION THE IN OR

CONDITIONS THAT MAY BE ENCOUNTERED OR OF ANY OTHER RELEVANT MATTER CONCERNING THE WORK TO BE PERFORMED

OR DIFFICULTIES OF OR EXIST, THAT CONDITIONS OR DIFFICULTIES OF OR EXIST, THAT CONDITIONS OF IGNORANCE OF PLEAS

NO BIDDING. THE TO PRIOR HIMSELF INFORMED HAVE MIGHT HE WHICH CONCERNING THING OR MATTER ANY OF REASON BY

COMPENSATION EXTRA ANY ALLOWED BE NOT WILL CONTRACTOR THE AREAS. AFFECTED THE IN WORK THE WITH PROCEEDS

CONTRACTOR THE BEFORE CONSIDERATION FOR OWNER THE TO SUBMITTED BE SHALL FOUND BE MAY WHICH DIMENSION

IN DISCREPANCY SUCH ANY DRAWINGS. CONSTRUCTION THE ON INDICATED DIMENSIONS AND DIMENSIONS ACTUAL BETWEEN

DIFFERENCE TO DUE ALLOWED BE SHALL COMPENSATION OR CHARGE EXTRA NO WORK. ANY DOING OR MATERIALS

ANY ORDERING BEFORE SITE THE AT MEASUREMENTS ALL OF VERIFICATION FOR RESPONSIBLE BE SHALL CONTRACTOR THE

G2. CONFLICTS

MORE MUST PERMIT WITH ODEQ AND THE CITY OF OKLAHOMA CITY STORM WATER QUALITY.

OR ACRE (1) ONE OF DISTURBING LAND THAT MEANS THIS ACTIVITIES. CONSTRUCTION FROM DISCHARGE WATER STORM FOR

605-002A) (FORM ODEQ FROM PERMIT A OBTAIN ALSO MUST ACRE (1) ONE LEAST AT TOTALS THAT SALE OR DEVELOPMENT

OF PLAN COMMON LARGER A OF PART ARE THEY IF ACRE (1) ONE THAN LESS OR ACRE, (1) ONE THAN GREATER

OR TO EQUAL OF DISTURBANCE LAND IN RESULT THAT ACTIVITIES CONSTRUCTION BEGIN. OPERATIONS BEFORE APPROVAL

FOR CITY THE TO OPERATION CONSTRUCTION OF SEQUENCE A SUBMIT SHALL AND HAZARDS DROP-OFF POTENTIAL

MINIMIZE TO OPERATIONS SCHEDULE SHALL CONTRACTOR THE PROJECTS, RESURFACING AND WIDENING FOR WORK. OF

ITEMS OTHER IN INCLUDED BE TO COST CONTRACTOR. THE OF RESPONSIBILITY THE BE TO IS SUPPORT SIGN THE TO DAMAGE

ANY NECESSARY. AS SIGNS RESET AND REMOVE SHALL CONTRACTOR THE TRAFFIC. THROUGH AND LOCAL OF MAINTENANCE

FOR SPECIFICATIONS STANDARD SEE TRAFFIC. TO CLOSED ROAD EXISTING THE WITH CONSTRUCTED BE SHALL PROJECT THIS

PERMITTED BY THE OWNER WITHOUT ISSUING A CHANGE ORDER.

OR MADE BE WILL WORK THE OF CHARACTER THE ALTER THAT CHANGES NO WORK. THE OF PART AS CONSIDERED BE SHALL

AND ANTICIPATED ARE LAYOUT DESIGN THE FROM DEVIATIONS MINOR WORK. THE COMPLETE TO REQUIRED MATERIALS

OF QUALITY AND TYPE PROCEDURE, THE OF METHOD THE DESIGNATE TO AND DRAWINGS THE OF INTENT THE INTERPRET

TO IS SPECIFICATIONS THE OF PURPOSE THE CONTRACT. THE IN STIPULATED AS WORK THE OF COMPLETION AND EXECUTION

PROPER THE FOR NECESSARY REASONABLY MATERIALS AND LABOR ALL INCLUDE TO IS DOCUMENTS THE OF INTENTION THE

THE OTHER, IT SHALL BE DONE THE SAME AS IF SHOWN, INDICATED OR SPECIFIED IN BOTH.

NOT AND ONE ON SPECIFIED OR INDICATED SHOWN, BE ANYTHING SHOULD HOWEVER, SUPPLEMENTARY. AND EXPLANATORY

FULLY BE TO INTENDED ARE SPECIFICATIONS AND DRAWINGS THE CONSTRUCTION. FOR FURNISHED BE TO MATERIALS

THE AND DONE BE TO WORK THE DESCRIBE THEM ACCOMPANYING DRAWINGS CONSTRUCTION THE AND SPECIFICATIONS

THESE STANDARDS. TRANSPORTATION OF DEPARTMENT OKLAHOMA FOLLOW TO NOTED SPECIFICALLY UNLESS

SPECIFICATIONS, AND STANDARDS CITY OKLAHOMA OF CITY LATEST THE BY GOVERNED BE SHALL CONSTRUCTION ALL

G1. INTENT

GENERAL NOTES:

STEEL BARS AND SHALL BE APPROVED BY THE ENGINEER.

REINFORCING CONCRETE EXISTING THE CUTTING AVOID TO NECESSARY AMOUNT MINIMUM THE BE SHALL AND SHOWN LOCATIONS PLAN THE

FROM BARS STEEL REINFORCING EXISTING THE CLEAR TO RELOCATED BE THEN SHALL HOLE THE GROUTED. BE SHALL HOLE THE AND CEASE

SHALL DRILLING THE DRILLING, DURING ENCOUNTERED ARE BARS STEEL REINFORCING EXISTING IF ENGINEER. THE BY APPROVED METHODS

AND EQUIPMENT TOOLS. NON-DESTRUCTIVE WITH BARS STEEL REINFORCING CONCRETE EXISTING THE MARK AND LOCATE SHALL CONTRACTOR

THE DRILLING. TO PRIOR BARS STEEL REINFORCING CONCRETE EXISTING CUTTING WITHOUT ACCOMPLISHED BE SHALL ANCHORAGE

THE INSTALL TO CONCRETE EXISTING THE INTO DRILLING USED. SYSTEM FOR SPECIFICATIONS MANUFACTURERS THE WITH ACCORDANCE IN

INSTALLED BE SHALL ANCHORAGES EQUAL. APPROVED AN OR V3" 500 "HILTI-HIT-RE AS SUCH SYSTEM ANCHORAGE TYPE INJECTION SELF-MIXING

ANCHORAGE INTO THE CONCRETE OF THE EXISTING STRUCTURE SHALL BE ACCOMLISHED BY THE FOLLOWING METHOD:

RETAINING WALL

ALL CASES.

IN PROHIBITED BE SHALL BARS REINFORCING OF WELDING TACK PERMITTED. BE NOT SHALL BARS REINFORCING CROSSING OF WELDING FIELD

CONTRACT DOCUMENTS, ALL REINFORCING STEEL SHALL CONFORM TO AASHTO M31 (ASTM A615), GRADE 60.

THE IN SPECIFIED OTHERWISE UNLESS OTHERWISE. NOTED UNLESS OUT, TO OUT ARE DIMENSIONS BEND BAR WELDS. NO WITH BENT COLD

BARS, DEFORMED BE SHALL REINFORCING ALL OTHERWISE. NOTED OR SHOWN UNLESS CLEARANCE 2" HAVE SHALL STEEL REINFORCING ALL

REINFORCING

CONCRETE f'c=4,000 P.S.I. MINIMUM STRENGTH AT 28 DAYS.

"AA" CLASS BE SHALL WALLS CURTAIN AND SECTIONS END BARREL, THE IN CONCRETE ALL LUMBER. SIZED BE SHALL STRIPS CHAMFER

ALL PLANS. ON SHOWN OR NOTED UNLESS CHAMFER 1/2" 1 A HAVE SHALL EDGES EXPOSED ALL DRY. THE IN PLACED BE SHALL CONCRETE ALL

CONCRETE

IMPROVEMENTS, EXCEPT AS MODIFIED BY THE PLANS AND SPECIAL PROVISIONS

PUBLIC OF CONSTRUCTION THE FOR SPECIFICATIONS STANDARD CITY OKLAHOMA OF CITY THE OF REQUIREMENTS THE WITH COMPLY

SPECIFICATIONS

BRIDGE

ANCHORS PER SOD STRIP TO PREVENT SLIPPAGE.

(2) TWO THAN LESS NOT BUT MANUFACTURER SOD BY RECOMMENDED AS SPACED PEGS WOOD WITH (1:6) SIX TO ONE EXCEEDING

SLOPES ON SOD ANCHOR (1:3). THREE TO ONE EXCEEDING SLOPES OF ANGLE ACROSS SOD LAY GRASS. ADJACENT AND SOD

SMOTHERING AVOID TO EXCESS REMOVE SOD; OF PIECES BETWEEN CRACKS MINOR INTO SAND FINE OR SOIL SIFTED WORK SURFACE.

SMOOTH A FOR AND POCKETS, AIR ELIMINATE SUBGRADE, WITH CONTACT INSURE TO LIGHTLY ROLL AND TAMP INSTALLATION.

DURING SOD OR SUBGRADE TO DAMAGE AVOID COURSES. ADJACENT IN JOINTS OFFSET TO PADS OR STRIPS SOD STAGGER

OVERLAP, OR STRETCH NOT DO SOD; OF SIDES AND ENDS BUTT JOINTS. FITTED TIGHTLY WITH MASS SOLID A FORM TO SOD LAY

FROZEN. IS GROUND IF OR DORMANT IF SOD LAY NOT DO STRIPPING. OF HOURS (24) TWENTY-FOUR WITHIN SOD LAY SPECIFICATIONS.

STANDARD CITY OKLAHOMA OF CITY THE WITH ACCORDANCE IN DONE BE SHALL FERTILIZING AND SODDING FOLLOWING: THE

TO ACCORDING SODDED AND {5"} TOPSOIL WITH LEVELED BE SHALL CONSTRUCTION OF COURSE THE DURING DISTURBED AREAS ALL

T22. SODDING

TWO FOOT WIDE FILTER FABRIC STRIP AROUND THE JOINT AND OVERLAPPING TWO FEET.

A WITH WRAPPED AND MATERIAL JOINT OR GASKET APPROPRIATE THE CONTAIN TO ARE JOINTS CULVERT BOX CONCRETE AND PIPE ALL

T21. PIPE JOINTS

MODIFICATION AS OUTLINED ABOVE. TACK COAT ESTIMATED AT 0.05 GAL PER SQ. YD. PRIOR TO DILUTION.

REQUIRE WILL IT SPECIFICATIONS, THESE MEET TO FAILS MATERIAL FILL THE IF 15. AND 5 BETWEEN INDEX PLASTICITY A AND 40, THAN LESS OF LIMIT LIQUID A HAVE MATERIAL, CHANGE VOLUME LOW A BE SHALL MATERIAL FILL THE DEBRIS. AND MATTER ORGANIC

OF FREE ARE WHICH MATERIALS COHESIVE APPROVED OF CONSIST SHOULD IT LINES, GRADE FINAL DEVELOP TO REQUIRED IS FILL IF

SHOULD BE DETERMINED AT THE TIME OF CONSTRUCTION.

ADDITIVE OF PERCENTAGES ACTUAL SECTION. TYPICAL THE ON INDICATED AS BE SHALL MODIFICATION SUBGRADE OF DEPTH THE SOIL.

THE OF WEIGHT UNIT DRY THE ON BASED MODIFYER, SUBGRADE APROPRIATE THE WITH STABILIZED BE SHALL SUBGRADE TOP THE

PROOF-ROLLING SHOULD BE OBSERVED BY QUALIFIED PERSONNEL.

FILL. COHESIVE PLASTICITY LOW COMPACTED PROPERLY WITH REPLACED AND EXCAVATED OVER BE SHOULD ROLLING - PROOF THE

DURING COMPACTED PROPERLY NOT AREAS SOFT ANY LOADING. SIMILAR A HAVING EQUIPMENT OTHER OR TONS 25 OF WEIGHT GROSS

MINIMUM A HAVING TRUCK DUMP AXLE TANDEM LOADED FULLY A WITH PROOF-ROLLED BE SHALL SUBGRADE EXPOSED THE STRIPPING, SITE FOLLOWING MATERIALS UNSUITABLE OTHERWISE OR SOFT AND TOPSOIL VEGETATION, OF STRIPPED BE SHOULD AREAS

PAVING NEW ALL SPECIFICATIONS. STANDARD CITY OKLAHOMA WITH ACCORDANCE IN USED BE SHALL PAVEMENT" CONCRETE "ASPHALT

T20. ASPHALT CONCRETE PAVEMENT

OF THE FINISHING OPERATIONS. COSTS TO BE INCLUDED IN UNCLASSIFIED EXCAVATION.

PART AS COMPACTED AND BACKFILLED BE TO BACKFILL COMPACTED STOCKPILES. TOPSOIL THE FROM (5")} INCH {FIVE REDISTRIBUTED

BE SHALL TOPSOIL DRAINAGE. SATISFACTORY PROVIDE TO CONTOURS EVEN SMOOTH, TO DRESSED BE SHALL GRADE FINAL

THE REQUIRED. AS AREA THE GRADE SHALL AND MATERIAL EXCESS ALL REMOVE SHALL CONTRACTOR THE WORK, FINISHED THE OF

COMPLETION AFTER DRAINAGE. AREA WITH INTERFERE TO NOT AS SO LOCATED BE SHALL STOCKPILES OPERATIONS. CONSTRUCTION

DURING STOCKPILED AND REMOVED BE SHALL TOPSOIL EXISTING PLANS. THE ON DESIGNATED AREAS IN GRADING AND LEVELING

FOR USED BE SHALL EXCAVATION TRENCH AND STRUCTURE FROM OBTAINED EARTH EXCESS POSSIBLE, EXTENT MAXIMUM THE TO

T19. GRADING AND LEVELING

OWN EXPENSE.

HIS AT SECTION DETOUR THE FOR PAVEMENT OF EDGE THE CUT SAW TO OPTION THE HAS CONTRACTOR THE PLANS. THE IN INDICATED

AS AND REQUIRED AS DRIVEWAYS ON SECTIONS PROPOSED AND EXISTING BETWEEN AREAS AT ONLY APPLIED ITEM PAY CUT SAW

NEW CURB AND GUTTER AND/OR CURB SHALL MATCH DIMENSIONS AND CONFIGURATION OF CURB BEING REPLACED.

SECTION 611 AND SHALL INCLUDE ANY UNCLASSIFIED EXCAVATION REQUIRED TO OBTAIN FINAL SUBGRADE ELEVATION.

SPECIFICATION STANDARD CITY OKLAHOMA WITH ACCORDANCE IN PERFORMED BE SHALL ETC. DRIVEWAYS, PAVING, OF REMOVAL

T18. REMOVAL OF PAVING, DRIVEWAYS, ETC.

EXISTING SAFETY LAWS AND REGULATIONS.

ALL WITH COMPLY TO AND PERSONNEL, TO HAZARDS AND WORK, THE TO DAMAGE STRUCTURES, EXISTING TO DAMAGE SETTLEMENT, CAVE-INS, SLIDES, PREVENT TO MEASURES OTHER AND BRACING, SHORING, SHEETING, ADEQUATE PROVIDE SHALL CONTRACTOR THE

T17. SHEETING, SHORING AND BRACING

EXCAVATION.

PROJECT THE FROM OBTAINED BE SHALL BACKFILL FOR REQUIRED MATERIAL ADDITIONAL THE REMOVAL. PIPE OF FOOT LINEAR

BID PER PRICE THE IN INCLUDED BE SHALL REMOVAL STRUCTURE & PIPE WITH ASSOCIATED BACKFILLING & EXCAVATION OF COST THE

T16. REMOVAL OF EXISTING STRUCTURES

DIVERSIONS, PIPING, CONTAINERS, AND OTHER FACILITIES REQUIRED FOR THIS PURPOSE.

PUMPS, ANY MAINTAIN AND PROVIDE SHALL HE AND RESTORED BEEN HAVE FACILITIES PERMANENT THE UNTIL DRAINAGE OR SEWAGE

ALL OF DISPOSAL FOR PROVIDE SHALL HE CONNECTIONS. AND OUTLETS TEMPORARY MAINTAIN AND PROVIDE SHALL CONTRACTOR

THE WORK, THE OF COURSE THE IN REMOVED OR OPENED, CUT, BLOCKED, ARE DITCHES OR DRAINS, SEWERS, EXISTING WHEN

T15. DRAINAGE

THE CONTRACTOR SHALL CONTACT OKIE PRIOR TO ANY EXCAVATION.

SHALL BE SCHEDULED IN A MANNER RESULTING IN MINIMUM SERVICE INTERRUPTIONS. RESTRAINT HARNESSES ARE REQUIRED.

AND REQUIREMENTS CITY WITH ACCORDANCE IN ACCOMPLISHED BE SHALL REQUIRED, IF RELOCATIONS, LINE WATER ADJUSTMENT.

REPLACEMENT, DISCONNECTION, NECESSARY ANY PERFORM AND FEES, NECESSARY ANY PAY PERMITS, NECESSARY ANY OBTAIN

SHALL HE WORK. THE TO RELATED HAZARDS OTHER OR EQUIPMENT, HEAVY EXPOSURE, FREEZING, EXCAVATION, FROM RESULTING

DAMAGE FROM STRUCTURES SUCH PROTECT SHALL CONTRACTOR THE PLANS. THE ON SHOWN ARE THEY NOT OR WHETHER

CONSTRUCTION OR EXCAVATION OF WAY THE IN STRUCTURES SUCH LOCATE SHALL AND STRUCTURES, SIMILAR AND DRAINS VAULTS, UNDERGROUND PIPELINES, GAS OR OIL LINES, UTILITY HIDDEN ANY LOCATING IN ASSIST TO DEVICE MECHANICAL OR ELECTRICAL

AN PROVIDE SHALL CONTRACTOR THE CONSTRUCTION. DURING AND/OR BEFORE CONFLICTS UTILITY ALL CLEAR TO CONTRACTORS

UTILITY ANY AND DEPARTMENT UTILITY CITY OKLAHOMA OF CITY THE WITH COORDINATE SHALL CONTRACTOR THE REQUIRED, IF

T14. UTILITY LINES

4) DISPOSAL OF EXCESS MATERIAL OFF-SITE

3) USE OF EXCESS MATERIAL IN OTHER PROJECT BACKFILL

2) REPLACEMENT, BACKFILLING AND COMPACTION

1) EXCAVATION, HANDLING AND REMOVAL

ITEMS SHALL INCLUDE:

THESE FOR BID COST THE EXCAVATION. STRUCTURE OR LINE UTILITY SEWER STORM QUALITY. PLAN WITH ACCORDANCE IN BE SHALL

PAYMENT PAYMENT. FOR MEASURED BE NOT SHALL EXCAVATION UNCLASSIFIED UNCLASSIFIED. IS EXCAVATION ALL THEREIN. RELATED

DAMAGES ALL FOR RESPONSIBLE BE SHALL AND PROPERTY AND PERSONS OF PROTECTION THE FOR ETC. SIGNS, WARNING MEN, FLAG AS SUCH SITE, OFF MATERIAL EXCAVATED THE OF DISPOSING WHEN PRECAUTIONS PROPER EXERCISE SHALL CONTRACTOR THE

WORK. THE OF PART ANY OF APPEARANCE OR EFFICIENCY THE IMPAIR OTHERWISE OR DRAINAGE THE OBSTRUCT TO NOT AS MANNER

SUCH IN BE SHALL DISPOSAL THE AND CONTRACTOR, THE BY OF DISPOSED BE SHALL WASTED BE TO REQUIRED MATERIAL EXCAVATED

OBSTRUCTION.

ANY OF FREE KEPT BE STRUCTURE THE OF UNIT ANY OF LINE HUB OR TRANSVERSE THE AND STRUCTURE THE OF CENTERLINE

SURVEY THE THAT REQUIRE MAY WHO ENGINEER THE OF APPROVAL THE TO SUBJECT BE HOWEVER, SHALL, PILES STORAGE OF

LOCATION THE OPERATIONS. FILLING BACK THE DURING MATERIAL THE OF REHANDLING FOR CONVENIENT POINTS AT PILES STORAGE

IN CONTRACTOR THE BY DEPOSITED BE MAY BACKFILL FOR USED BE TO REQUIRED MATERIAL EXCAVATED THEREIN. PERFORMED

BE TO WORK THE FOR CLEARANCES AND SPACE WORKING ADEQUATE PROVIDE SHALL EXCAVATIONS HAZARDS. ALL AGAINST TAKEN

BEING PRECAUTIONS SUITABLE WITH MANNER PROPER AND SAFE A IN PERFORMED BE SHALL WORK EXCAVATION THEREOF. CONDITION

OR COMPOSITION CHARACTER, TYPE, THE OF REGARDLESS WORK, CONTRACT THE OF PERFORMANCE IN REMOVED OTHERWISE

OR EXCAVATED MATERIALS ALL OF HANDLING SUBSEQUENT AND REMOVAL INCLUDE SHALL WORK TRENCHING AND EXCAVATION

T13. EXCAVATION

ETC., ADJACENT TO THE LINE OF CONSTRUCTION OUTSIDE THE LIMITS OF CONSTRUCTION.

DRIVEWAYS, FENCES, SHRUBS, TREES, ALL TO DAMAGE PREVENT TO NECESSARY PRECAUTION EVERY USE SHALL CONTRACTOR THE

PROJECT LIMITS.

THE WITHIN ITEMS RELATED AND ROOTS VEGETATION, BUSHES, TREES, ALL OF DISPOSAL AND CLEARING INCLUDE SHALL ITEM THIS

T12. CLEARING AND GRUBBING

ACCEPTABLE MANNER.

AN IN INJURY OR DAMAGE SUCH FOR GOOD MAKE SHALL HE OR DIRECTED BE MAY AS RESTORING OTHERWISE OR REBUILDING, REPAIRING, BY DONE, WAS INJURY OR DAMAGE SUCH BEFORE EXISTING THE TO EQUAL OR SIMILAR CONDITION A TO PROPERTY

SUCH EXPENSE, HIS AT RESTORE SHALL HE CONTRACTOR, THE OF PART THE ON THEREOF, NON-EXECUTION THE OF CONSEQUENCE

IN OR WORK THE OF EXECUTION THE IN MISCONDUCT OR NEGLECT, OMISSION, ACT, ANY OF ACCOUNT ON PROPERTY PRIVATE OR

PUBLIC TO DONE IS INJURY OR DAMAGE INDIRECT OR DIRECT ANY WHERE AND WHEN ACCEPTED. AND COMPLETED BEEN HAVE SHALL

WORK THE UNTIL RELEASED BE NOT SHALL RESPONSIBILITY SAID AND MATERIALS, OR WORK DEFECTIVE TO DUE TIME ANY AT OR WORK

THE OF NON-EXECUTION HIS TO DUE OR WORK THE EXECUTING OF METHOD OR MANNER THE IN MISCONDUCT OR NEGLECT, OMISSION, ACT, AN FROM RESULTING CHARACTER ANY OF PROPERTY TO INJURY OR DAMAGE ALL FOR RESPONSIBLE BE SHALL CONTRACTOR THE

(CONTINUED)

DOCUMENT PRE AND POST CONSTRUCTION CONDITIONS WITH A VIDEO IN ACCORDANCE WITH CONTRACT REQUIREMENTS.

T30. PRE AND POST CONSTRUCTION VIDEO

REPLACEMENT OF ALL EXISTING ADA IMPROVEMENTS DAMAGED OR DISTURBED DURING CONSTRUCTION

AND/OR REPAIR THE FOR RESPONSIBLE BE SHALL CONTRACTOR THE REQUIREMENTS. ADA MEET MUST RAMPS AND SIDEWALKS NEW ALL

T29. ADA COMPLIANCE

ALL FILL TO BE COMPACTED TO 95% PROCTOR.

T28. FILL COMPACTION

EROSION CONTROL SITE PLAN MUST BE ON SITE AT ALL TIMES AND MADE AVAILABLE TO THE INSPECTOR UPON REQUEST.

THE OF COPY A CONSTRUCTION. TO DUE DAMAGED DEVICES CONTROL EROSION ALL OF REPLACEMENT OR REPAIR THE FOR RESPONSIBLE

BE SHALL CONTRACTOR THE NECESSARY. AS AREA WORK THE OF PERIMETER THE AROUND RUNOFF SURFACE FROM SEDIMENTATION

CONTROL TO USED BE SHALL FENCE SILT NECESSARY. AS USED BE SHALL MEASURES MAINTENANCE OTHER AND DEVICES, TRAPPING

SEDIMENT OF OUT CLEANING AND/OR REPAIR STONE, ADDITIONAL OF PLACEMENT AREAS. CONSTRUCTION CONTROLLED THE OUTSIDE

STREETS PUBLIC ONTO SEDIMENT AND MUD OF TRACKING THE PREVENT WILL WHICH CONDITION A IN MAINTAINED BE SHALL ENTRANCES

CONSTRUCTION STABILIZED HEREIN. FORTH SET PREVIOUSLY AS ENTRANCES CONSTRUCTION THE OF MADE BE SHALL RAINFALL SIGNIFICANT

AFTER INSPECTION AND INSPECTION PERIODIC IMMEDIATELY. REMOVED BE SHALL AREAS CONSTRUCTION THE OF OUTSIDE STREETS

ONTO AREAS STAGING OR CONSTRUCTION THE FROM TRACKED OR SPILLED, WASHED, DROPPED, ETC., WASTE, EXCAVATION SEDIMENT, MUD, ANY DEVICE. TRAPPING SEDIMENT APPROVED AN INTO DRAINS THAT STONE WITH STABILIZED AREA AN IN PERFORMED BE SHALL IT REQUIRED

IS WASHING WHEEL WHEN AREAS. STAGING OR CONSTRUCTION THE LEAVING TO PRIOR MUD OF CLEANED BE SHALL AREAS CONSTRUCTION

THE LEAVING VEHICLES OF WHEELS THE PERMITTED. BE WILL SLOPES (5:1) ONE TO FIVE WITH BERM MOUNTABLE A THEN IMPRACTICAL IS PIPING

IF ENTRANCE. THE ACROSS PIPED BE SHALL ENTRANCES CONSTRUCTION STABILIZED TOWARD DIVERTED OR FLOWING WATER SURFACE ALL

FEET (20') IN WIDTH (BUT NOT LESS THAN FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCUR) AND AT LEAST FIFTY FEET (50') IN LENGTH.

TWENTY OF MINIMUM A BE SHALL ENTRANCES CONSTRUCTION STABILIZED THE FABRIC. FILTER ON PLACED THICK (6") INCHES SIX OF MINIMUM

A SIZE, SIMILAR OF CONCRETE RECLAIMED/RECYCLED OR STONE, (2") INCH TWO OF CONSTRUCTED BE SHALL ENTRANCES CONSTRUCTION

STABILIZED THE AREAS. CONSTRUCTION CONTROLLED THE OUTSIDE STREETS PUBLIC ONTO MUD OF TRACKING THE PREVENT TO INTENDED

ARE ENTRANCES CONSTRUCTION STABILIZED THE AREAS. STAGING OR CONSTRUCTION THE LEAVE OR ENTER VEHICLES EMPLOYEE OR

CONSTRUCTION WHERE POINTS ALL AT REQUIRED BE SHALL ENTRANCES CONSTRUCTION STABILIZED PRACTICAL. AS SOON AS CONSTRUCTION

OF AREAS COMPLETED OF STABILIZATION PERMANENT BEGIN SHALL CONTRACTOR THE STABILIZED. BEEN HAVE CONSTRUCTION OF AREAS

ALL UNTIL HEREIN, FORTH SET PREVIOUSLY AS MAINTAINED, AND INSPECTED BE SHALL DEVICES CONTROL SEDIMENT AND EROSION ALL AREAS.

ADJACENT ONTO AREA WORK THE FROM SILT AND WATER STORM OF RUN FREE THE PREVENT TO REQUIRED AS DEVICES CONTROL NECESSARY

THE INSTALL CONTRACTOR THE THAT INTENDED IS IT CONSTRUCTION. GENERAL OF PROGRESS THE WITH CONJUNCTION IN TIMED BE SHALL

DEVICES CONTROL SEDIMENT AND EROSION OF PLACEMENT AND CONSTRUCTION THE SCHEDULES. CONTROL EROSION AND CONSTRUCTION

THE WITH ACCORDANCE IN AND DOCUMENTS CONTRACT THE BY REQUIRED AS AREAS DISTURBED OF STABILIZATION OBTAIN TO SOD SLAB SOLID

INSTALL SHALL CONTRACTOR THE EROSION. PREVENT TO STABILIZATION PERMANENT SUFFICIENT OF ESTABLISHMENT THE AND CONSTRUCTION

OF COMPLETION UPON STRUCTURES OF CONTROL EROSION TEMPORARY ALL REMOVE SHALL CONTRACTOR THE REQUIREMENTS. SILTATION

AND CONSERVATION, EROSION, LOCAL ALL WITH COMPLY SHALL CONTRACTOR THE EQUIPMENT. OTHER OR TRUCKS FROM WASTE EXCAVATION

OR MUD ANY OF FREE AREAS PAVEMENT KEEP SHALL CONTRACTOR THE BAGS. ROCK AND/OR TREES CEDAR OF BARRIERS OR FENCES, BURLAP

AND WIRE FENCES, SILT PONDS, SEDIMENT TEMPORARY BY ACCOMPLISHED BE CAN THIS PROPERTIES. ADJACENT ONTO FLOWING FROM

DEBRIS CONSTRUCTION AND SILT PREVENT TO NECESSARY MEASURES WHATEVER USE SHALL CONTRACTOR THE DAMAGE. THE OF DISCOVERY

THE AFTER PRACTICAL AS SOON AS DEVICES CONTROL POLLUTION WATER STORM TO DAMAGE ANY REPAIR AND MAINTAIN SHALL CONTRACTOR

THE DEVICES. CONTROL EROSION ALL OF REPLACEMENT & REPAIR, INSTALLATION, FOR RESPONSIBLE BE SHALL CONTRACTOR GENERAL THE

T27. EROSION CONTROL

UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION, AND APPLICABLE CITY OF OKLAHOMA CITY STANDARDS.

CONSTRUCTION SIGNING WILL BE INSTALLED IN A MANNER APPROVED BY THE ENGINEER, IN ACCORDANCE, WITH CHAPTER VI OF THE MANUAL OF

BEING CARRIED OUT AT THEIR LOCATIONS.

WORK ANY TO PRIOR CONTROL TRAFFIC ALL FOR SCHEDULE (C.P.M.) MANAGEMENT PROJECT CONSTRUCTION DETAILED A PROVIDE ALSO SHALL

CONTRACTOR APPLICATION. AN OBTAIN TO WORKZONES@OKC.GOV EMAIL DEVICES. CONTROL TRAFFIC EXISTING MODIFYING OR BARRICADES

ANY REMOVING OR PLACING AND/OR WORK OF START THE TO PRIOR DAYS WORKING (2) TWO LEAST AT DIVISION MANAGEMENT TRAFFIC

THE FROM OBTAINED BE MUST PERMIT ZONE WORK A CITY. THE WITH SHIFTS LANE AND CLOSURES LANE ALL COORDINATE SHALL CONTRACTOR

THE WORK. PROPOSED THE WITH CONFLICT IN BE WILL THAT MARKINGS PAVEMENT ALL OF REMOVAL THE FOR RESPONSIBLE IS CONTRACTOR

THE REQUIREMENTS. CITY WITH ACCORDANCE IN BE SHALL LOTS PARKING AND STREETS INCLUDING PAVEMENT NEW FOR PROVIDED MARKING

T26. THERMOPLASTIC PAVEMENT MARKINGS.

CONDUIT AND APPURTENANCES AT LEAST TWO (2) WORKING DAYS PRIOR TO STARTING WORK.

SIGNAL TRAFFIC OF MARKING THE FOR 297-2085 (405) AT OPERATIONS TRAFFIC OKC CONTACT WORK. PROPOSED THE WITH CONFLICT IN BE WILL

THAT MARKINGS PAVEMENT ALL OF REMOVAL THE FOR RESPONSIBLE IS CONTRACTOR THE CONSTRUCTION. TO DUE DISTURBED OR DAMAGED

APPURTENANCES AND DEVICES CONTROL TRAFFIC ALL OF REPAIR AND/OR REPLACEMENT PROMPT THE FOR RESPONSIBLE IS CONTRACTOR THE

T25. TRAFFIC

ELEVATION.

SUBGRADE TO MATERIAL BACKFILL RUN CRUSHER WITH BACKFILL AND ROCK CRUSHED ON BEDDED BE SHALL PAVING UNDER LOCATED LINES

UTILITY ALL SPECIFICATIONS. STANDARD CITY OKLAHOMA THE WITH ACCORDANCE IN BE SHALL LINES UTILITY ALL FOR BEDDING & TRENCHING

T24. PIPE BEDDING

GRADING LINE AS SHOWN ON THE TYPICAL AND CROSS SECTIONS IS TO THE TOP OF THE TOPSOIL.

THE SUM. LUMP EXCAVATION, UNCLASSIFIED FOR ITEM PAY THE IN INCLUDED BE SHALL OPERATION WITH ASSOCIATED COSTS ADDITIONAL

ALL ENGINEER. THE BY LOCATED AREAS PRIORITY OTHER OR SLOPES FILL COMPLETED ON REMAINDER THE AND SECTIONS CUT THE OF

SLOPES COMPLETED THE ON FIRST THICK 5" APPROX. SPREAD BE SHALL TOPSOIL RESERVED SPECIFICATION. STANDARD THE OF 205 SECTION

WITH ACCORDANCE IN SECTION THE ON BACK IT PLACE AND IT, STOCKPILE TOPSOIL, AVAILABLE THE OF ALL STRIP SHALL CONTRACTOR THE

T23. TOPSOIL

GENERAL NOTES

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C.O.A. No. 699 Renewal Date: 06-30-25

25 N.W. 146th Street ~ Edmond, OK 73013 ~ 405.848.2471

MacArthur

PC-0525 4

QUANTITIES AND NOTES

SUMMARY OF ROADWAY PAY

ALL WHEELCHAIR RAMPS ARE TYPE B.(22)

STRIPE.

THIS PAY ITEM CONSISTS OF 3,476 LF OF 4" WHITE STRIPE AND 11,356 LF OF 4" YELLOW (21)

THIS PAY ITEM IS FOR 8" BARRIER CURB.(20)

THIS PAY ITEM IS FOR SUPERPAVE S5 (PG 70-28 OK).(19)

OK)

THIS PAY ITEM CONSISTS OF 5,350 TONS OF S3 (PG 64-22 OK) and 10,171 TONS OF S3 (PG 58-28 (18)

THE CROWN OF THE RCB NEAR THE SW CORNER OF SW 29TH AND MACARTHUR.

PRICE BID INCLUDES ALL LABOR AND MATERIALS TO REMOVE THE MH CONE AND TO PLUG (17)

INCLUDES 2,000 SY TO BE USED AS DIRECTED.(16)

PRICE BID TO INCLUDE COST OF FERTILIZING, WATERING AND MOWING.(15)

PRICE BID TO INCLUDE COST OF END SECTION REMOVAL.(14)

WIDE INSTEAD OF THE STANDARD.

TO ACCOMODATE PIPES ENTERING THE INLET, THE BOX FOR STR. 48 WILL NEED TO BE 6' (13)

EXTRA INFORMATION.

PRICE BID SHALL INCLUDE EXTRA DEPTH BEYOND 6'. SEE STORM SEWER SUMMARY FOR (12)

INTERSECTION DETAIL SHEET.

MATERIALS AND LABOR NEEDED TO CONSTRUCT THE RETAINING WALL AS SHOWN ON THE

PRICE BID FOR THIS ITEM INCLUDES ALL CONCRETE, STEEL, EPOXY AND ALL OTHER (11)

APPROVED BY THE ENGINEER.

TO BECOME PROPERTY OF AND BE DISPOSED OF BY THE CONTRACTOR IN A MANNER (10)

FOOT WIDE FILTER FABRIC STRIP AROUND THE JOINT AND OVERLAPPING TWO FEET.

BETWEEN HOUSES. ALL JOINTS ON RCP, RCB AND CMP SHALL BE WRAPPED WITH A TWO

"GASKETS" SHALL BE INSTALLED UNDER STREETS AND ROADWAYS, NEXT TO CURB, AND

OR JOINT MATERIAL. RCP WITH "O" RINGS AND ALUMINIZED CORRUGATED METAL PIPE WITH

ALL PIPE AND CONCRETE BOX CULVERT JOINTS ARE TO CONTAIN THE APPROPRIATE GASKET (9)

ENGINEER.

ESTIMATED QUANTITY TO BE USED IN A MANNER AND LOCATION AS DETERMINED BY THE (8)

CHEMICAL ADDITIVES FOR STABILIZATION ARE INCLUDED IN THE COST OF THE PAY ITEM.(7)

ROLLING SUBGRADE IS INCLUDED IN THE COST.

INSPECTOR CAN MARK THE AREAS REQUIRING REMEDIAL MEASURES. PROOF

PROOF ROLLED AT A WALKING SPEED SO THAT THE CONSTRUCTION

AXLE LOAD OF 17,000 POUNDS. THE ENTIRE SUBGRADE SURFACE SHALL BE

THE START OF PAVING OPERATIONS. THE VEHICLE PROVIDED SHALL HAVE AN

THE CONTRACTOR SHALL PROOF ROLL THE COMPLETED SUBGRADE PRIOR TO(6)

INCLUDES THE COST OF DELINEATORS.(5)

DETAILS.

BASED ON OKLAHOMA DEPARTMENT OF TRANSPORTATION STANDARD (4)

TACK COAT ESTIMATED AT 0.075 GAL. PER SQ. YD.(3)

ESTIMATED AT 112 LBS PER SQ. YD. PER 1" THICK.(2)

PAYMENT FOR THIS QUANTITY WILL BE BASED ON PLAN QUANTITY.(1)

ROADWAY PAY QUANTITY NOTES

(ROADWAY)

SUMMARY SHEET (1)

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C.O.A. No. 699 Renewal Date: 06-30-25

25 N.W. 146th Street ~ Edmond, OK 73013 ~ 405.848.2471

MacArthur

PC-0525

(ROADWAY)

SUMMARY SHEET (2)

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C.O.A. No. 699 Renewal Date: 06-30-25

25 N.W. 146th Street ~ Edmond, OK 73013 ~ 405.848.2471

GENERAL BRIDGE NOTES

SPECIFICATIONS

COMPLY WITH THE REQUIREMENTS OF THE OKLAHOMA CITY STANDARD SPECIFICATIONS FOR THE

CONSTRUCTION OF PUBLICE IMPROVEMENTS, EXCEPT AS MODIFIED BY THE PLANS AND SPECIAL

PROVISIONS.

VERIFICATION OF EXISTING CONDITIONS

ALL DIMENSIONS OF THE EXISTING COMPONENTS SHOWN ON THE PLANS ARE APPROXIMATE. THE

CONTRACTOR SHALL VERIFY ALL DATA NECESSARY TO CONNECT THE NEW MATERIAL AND SHALL BE

SOLELY RESPONSIBLE FOR THE ACCURACY THEREOF.

BIDDERS SHALL FULLY INFORM THEMSELVES OF THE NATURE OF THE WORK AND CONDITIONS UNDER

WHICH IT WILL BE PERFORMED. THE CONTRACTOR SHALL ADOPT METHODS CONSISTENT WITH GOOD

CONSTRUCTION PRINCIPLES AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO

THE EXISTING BRIDGE OR ATTACHMENTS. ANY DAMAGE TO THE EXISTING BRIDGE STRUCTURE OR

ROADWAY DUE TO THE CONTRACTOR'S NEGLIGENCE SHALL BE REPAIRED AT THE CONTRACTOR'S

EXPENSE, TO THE SATISFACTION OF THE ENGINEER.

CONTRACTOR SHALL BE AWARE OF EXISTING CONDITIONS AND POTENTIAL HAZARDS DURING

CONSTRUCTION. CONTRACTOR SHALL TAKE PRECAUTIONS TO MAINTAIN THE INTEGRITY OF ANY

EXISTING UTILITIES AND STRUCTURES. ANY DAMAGE TO THESE ITEMS DURING CONSTRUCTION SHALL

BE REPAIRED AND/OR REPLACED AT THE CONTRACTOR'S EXPENSE TO SATISFACTION OF THE ENGINEER.

REINFORCING

UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS, ALL REINFORCING STEEL SHALL

CONFORMM TO AASHTO M31 (ASTM A615), GRADE 60.

UTILITY LOCATE

CONTRACTOR SHALL MAKE EVERY EFFORT TO LOCATE AND PROTECT ALL UTILITIES AND STRUCTURES, WHETHER SHOWN OR NOT, PRIOR TO ANY CONSTRUCTION OPERATIONS. HE SHALL SO CARRY ON HIS

CONSTRUCTION SUCH THAT HE WILL NOT DAMAGE ANY UTILITIES OR STRUCTURES REMAINING IN

PLACE. THE CONTRACTOR SHALL CALL OKIE BEFORE PERFORMING ANY EXCAVATIONS.

RIP RAP

A 2'-0" THICK LAYER OF (TYPE I) PLAIN RIP RAP WITIH A 6" THICK LAYER OF (TYPE I) FILTER BLANKET

SHALL BE PLACED AT EACH END SECTION AS SHOWN IN THE PLANS, INCLUDING THE COST OF SALVAGING

THE EXISTING RIP RAP AND INCORPORATING IT INTO THE NEW RIP RAP. THE FILTER BLANKET SHALL BE

PLACED IN ONE LAYER. THE CONTRACTOR SHALL SALVAGE AND RE-USE ALL AVAILABLE EXISTING RIPRAP

AT THE SITE.

ANCHORAGE INTO EXISTING CONCRETE

THE CONTRACTOR SHALL HAVE THE OPTION OF THE METHODS BY WHICH THE NEW CONCRETE

REINFORCING STEEL BARS AND/OR ANCHOR BOLTS SHOWN IN THE PLANS ARE TO BE ANCHORED INTO

THE CONCRETE OF THE EXISTING STRUCTURE. ANCHORAGE INTO THE CONCRETE OF THE EXISTING

STRUCTURE SHALL BE ACCOMPLISHED BY ONE OF THE FOLLOWING METHODS:

1. SELF-MIXING INJECTION TYPE ANCHORAGE SYSTEMS SUCH AS "HILTI-HIT-RE 500 V3" OR AN

APPROVED EQUAL. ANCHORAGES SHALL BE INSTALLED IN ACCORDANCE WITH THE

MANUFACTURERS SPECIFICATIONS FOR THE SYSTEM USED.

2. ENCAPSULATED NON-EXPANDING CHEMICAL TYPE ANCHORAGE SYSTEMS SUCH AS

"RAWPLUG COMPANY CHEM-STUD", "HILTI ENCAPSULATED" OR AN APPROVED EQUAL.

ANCHORAGES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S

SPECIFICATIONS FOR THE SYSTEM USED.

DRILLING INTO THE EXISTING CONCRETE TO INSTALL THE ANCHORAGE SHALL BE ACCOMPLISHED

WITHOUT CUTTING EXISTING CONCRETE REINFORCING STEEL BARS. PRIOR TO DRILLING, THE

CONTRACTOR SHALL LOCATE AND MARK THE EXISTING CONCRETE REINFORCING STEEL BARS WITH N

ON DESTRUCTIVE TOOLS, EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. IF EXISTING

REINFORCING STEEL BARS ARE ENCOUNTERED DURING DRILLING, THE DRILLING SHALL CEASE AND THE

HOLE SHALL BE GROUTED. THE HOLE SHALL THEN BE RELOCATED TO CLEAR THE EXISTING REINF

ORCING STEEL BARS FROM THE PLAN LOCATIONS SHOWN AND SHALL BE THE MINIMUM AMOUNT

NECESSARY TO AVOID CUTTING THE EXISTING CONCRETE REINFORCING STEEL BARS AND SHALL BE

APPROVED BY THE ENGINEER.

ALL COST TO ANCHOR THE NEW CONCRETE REINFORCING STEEL BARS INTO THE EXISTING STRUCTURE

AS SPECIFIED OR AS SHOWN IN THE PLANS INCLUDING THE COST OF LOCATING EXISTING CONCRETE

REINFORCING STEEL BARS, DRILLING, REPAIRING FLAWED DRILL HOLES, ADJUSTING THE LENGTH OF

THE NEW REINFORCING STEEL ANCHOR BAR AS PER THE ANCHORAGE ASSEMBLY MANUFACTURER,

ANCHORING INTO THE EXISTING CONCRETE, MATERIALS, LABOR, EQUIPMENT AND INCIDENTALS SHALL

BE INCLUDED IN OTHER ITEMS OF WORK.

QUANTITIES AND NOTES

SUMMARY OF BRIDGE PAY

PAY QUANTITY NOTES

(BR-1) PAYMENT FOR THIS ITEM SHALL BE BASED ON PLAN QUANTITIES.

(BR-2) PAY ITEM INCLUDES ADDITIONAL QUANTITY OF 2 CY OF STRUCTURAL CONCRETE (CLASS AA)

AND 300 LBS OF REINFORCING STEEL FOR REPAIR TO EXISTING STRUCTURE TO BE USED AS

DIRECTED BY THE ENGINEER.

(BR-3) PAY ITEM SHALL INCLUDE THE REMOVAL AND DISPOSAL OF ALL ITEMS TO BE REMOVED FROM

THE EXISTING BRIDGE AS SPECIFIED OR SHOWN IN THE PLANS. ALL REMOVED MATERIAL TO

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

BY THE ENGINEER.

(BR-4) RIP RAP QUANTITY ESTIMATED AT 120 POUNDS PER CUBIC FOOT.

(BR-5) FILTER BLANKET QUANITIY ESTIMATED AT 105 POUNDS PER CUBIC FOOT.

(BR-6) PREPARE SURFACE AND REBOND CRACKS WITH EPOXY RESIN ON EXISTING RCB WITHIN 3

FEET OF NEW CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE ACTUAL LOCATIONS AND

EXTENTS OF REPAIRS WILL BE DETERMINED IN THE FIELD BY THE ENGINEER.

SUMMARY OF PAY QUANTITIES - STRUCTURE A

ITEM NO. DESCRIPTION NOTES UNIT QUANTITY

100 200.A UNCLASSIFIED EXCAVATION (BR-1) CUBIC YARD 1,500.00

101 401.A STRUCTURAL EXCAVATION (BR-1) CUBIC YARD 190.00

102 404.A STRUCTURAL CONCRETE (CLASS AA) (BR-1,2) CUBIC YARD 445.10

103 411.A REINFORCING STEEL (BR-1,2) POUND 73,600.00

104 811.C STRUCTURE REMOVAL (RCB END SECTIONS) (BR-3) LUMP-SUM 1.00

105 825.A TYPE IPLAIN RIP RAP (BR-4) TON 800.00

106 825.C TYPE IFILTER BLANKET (BR-5) TON 200.00

107 SP.4 PREPARATION OF CRACKS, ABOVE WATER (ODOT SECTION 520) (BR-6) LINEAR FOOT 50.00

108 SP.5 EPOXY RESIN, ABOVE WATER (ODOT SECTION 520) (BR-6) GALLON 4.00

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C.O.A. No. 699 Renewal Date: 06-30-25

25 N.W. 146th Street ~ Edmond, OK 73013 ~ 405.848.2471

MANAGEMENT PLAN

STORMWATER

PRACTICES FOR CONTROLLING STORM WATER POLLUTION.

INTERCEPTION OF THESE POLLUTANTS BEFORE LEAVING THE CONSTRUCTION SITE ARE THE BEST

PREVENTION OF SOIL EROSION, CONTAINMENT OF HAZARDOUS MATERIALS AND/OR THE

THE PRESENCE OF HAZARDOUS MATERIALS USED IN THE CONSTRUCTION PROCESS. THE

FROM CONSTRUCTION SITES HAS A POTENTIAL FOR POLLUTION DUE TO EXPOSED SOILS AND

IMPROVE WATER QUALITY BY REDUCING POLLUTANTS IN STORM WATER DISCHARGES. RUNOFF

SITES, ASPHALT/CONCRETE PLANTS, ETC. THE BASIC GOAL OF STORM WATER MANAGEMENT IS TO

THE PROJECT MUST BE DOCUMENTED IN THE SWPPP, I.E., BORROW PITS, WORK ROADS, DISPOSAL

THE PROGRESSION OF THE PROJECT. ALL CONTRACTOR OFF-SITE OPERATIONS ASSOCIATED WITH

QUALITY (ODEQ). THE PLAN MUST BE KEPT CURRENT WITH UP-TO-DATE AMENDMENTS DURING

CERTIFICATE THAT HAVE BEEN FILED WITH THE OKLAHOMA DEPARTMENT OF ENVIRONMENTAL

ON THE JOB SITE ALONG WITH COPIES OF THE NOTICE OF INTENT (NOI) FORM AND PERMIT

INITIATED DURING THE DESIGN PHASE, CONFIRMED IN THE PRE-WORK MEETINGS AND AVAILABLE

OKLAHOMA POLLUTION DISCHARGE ELIMINATION SYSTEM (OPDES) REGULATIONS. THIS PLAN IS

A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS REQUIRED TO COMPLY WITH THE

CHEMICAL ADDITIVES, CONCRETE CURING COMPOUNDS AND CONTAMINATED SOILS.

MEASURES. EXAMPLES INCLUDE BUT ARE NOT LIMITED TO: PAINTS, ACIDS, CLEANING SOLVENTS, FEDERAL REGULATIONS TO ENSURE CORRECT HANDLING, DISPOSAL, SPILL PREVENTION AND CLEANUP

CONTRACTOR IS RESPONSIBLE FOR FOLLOWING MANUFACTURER'S RECOMMENDATIONS, STATE AND

PROPER MANAGEMENT AND DISPOSAL OF HAZARDOUS WASTE MATERIALS IS REQUIRED. THE

REQUIREMENTS OF ALL FEDERAL, STATE AND LOCAL AGENCIES.

SPILL PREVENTION AND CLEANUP MEASURES. CONTROLS AND PRACTICES SHALL MEET THE

FROM THE CONSTRUCTION PROCESS. PRACTICES INCLUDE DISPOSAL, PROPER MATERIALS HANDLING, CONTRACTOR. MATERIALS INCLUDE STOCKPILES, SURPLUS, DEBRIS AND ALL OTHER BY-PRODUCTS

PROPER MANAGEMENT AND DISPOSAL OF CONSTRUCTION WASTE MATERIAL IS REQUIRED BY THE

STORM WATER MANAGEMENT PLAN

EROSION AND SEDIMENT CONTROLSSITE DESCRIPTION

PROJECT LIMITS:

PROJECT DESCRIPTION:

SUGGESTED SEQUENCE OF EROSION CONTROL ACTIVITIES:

SOIL TYPE:

(FOR CONTRACTOR USE)

OFFSITE AREA TO BE DISTURBED:

OF CENTER OF PROJECT:

LATITUDE & LONGITUDE

NAME OF RECEIVING WATERS:

SENSITIVE WATERS OR WATERSHEDS: YES

YES

NO

NO

TEMPORARY SEDIMENT CONTROL

MANAGEMENT OF EROSION, SEDIMENTATION AND STORM WATER POLLUTION PREVENTION AND CONTROL

STORM WATER MANAGEMENT

LAWS, RULES AND REGULATIONS TO BE OBSERVED

STORAGE AND HANDLING OF MATERIAL

ENVIRONMENTAL PROTECTION

CONTRACTOR'S RESPONSIBILITY FOR WORK

FINAL CLEANING UP

BONDING REQUIREMENTS

107.20

107.01

106.08

104.13

104.12

104.10

103.05

IN ADDITION:

GENERAL NOTES:

HAZARDOUS MATERIALS:

WASTE MATERIALS:

FOLLOWING:

THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THESOIL STABILIZATION PRACTICES:

STRUCTURAL PRACTICES:

MAINTENANCE AND INSPECTION:

OFFSITE VEHICLE TRACKING:

NOTES:

EXCESS DIRT ON ROAD REMOVED DAILY

LOADED HAUL TRUCKS TO BE COVERED WITH TARPAULIN

HAUL ROADS DAMPENED FOR DUST CONTROL

TEMPORARY STREAM CROSSINGS

SANDBAG BERMS

TEMPORARY BRUSH SEDIMENT BARRIERS

INLET SEDIMENT FILTER

RIP RAP

TEMPORARY SEDIMENT REMOVAL

TEMPORARY SEDIMENT FILTERS

TEMPORARY SEDIMENT TRAPS

TEMPORARY SEDIMENT BASINS

TEMPORARY DIVERSION CHANNELS

PAVED DITCH W/ DITCH LINER PROTECTION

TEMPORARY SLOPE DRAIN

ROCK FILTER DAMS

DIVERSION, INTERCEPTOR OR PERIMETER SWALES

DIVERSION, INTERCEPTOR OR PERIMETER DIKES

TEMPORARY FIBER LOG

TEMPORARY SILT DIKES

TEMPORARY SILT FENCE

STABILIZED CONSTRUCTION EXIT

OR AS DIRECTED BY THE ENGINEER.

FOR OVER 14 DAYS. METHODS USED WILL BE AS SHOWN ON PLANS,

ALL DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES HAVE CEASED

NOTE: TEMPORARY EROSION CONTROL METHODS MUST BE USED ON

PRESERVATION OF EXISTING VEGETATION

SOIL RETENTION BLANKET

VEGETATIVE MULCHING

PERMANENT SODDING, SPRIGGING OR SEEDING

TEMPORARY SEEDING

NOYES

NO

LOCATED IN A TMDL:

LAKE THUNDERBIRD TMDL:

PROJECT WILL DISCHARGE TO:

IF YES, LIST IMPAIRMENT:

YES NOMS4 ENTITY

IF YES, LOCATION:

(d)303 IMPAIRED WATERS:

CONSTRUCTION SITE:

TOTAL AREA OF THE

COEFFICIENT OF THE SITE:

POST-CONSTRUCTION RUNOFF

ESTIMATED AREA TO BE DISTURBED:

PRE-CONSTRUCTION:

TOTAL IMPERVIOUS AREA

POST-CONSTRUCTION:

TOTAL IMPERVIOUS AREA

YES

NEED TO BE INSPECTED.

AND EXITS ALONG WITH EROSION AND SEDIMENT CONTROL LOCATIONS ARE EXAMPLES OF SITES THAT

AREAS, DRAINAGEWAYS, MATERIAL STORAGE, STRUCTURAL DEVICES, CONSTRUCTION ENTRANCES

RECORDED BY A NON-FREEZING RAIN GAUGE TO BE LOCATED ON SITE. POTENTIALLY ERODIBLE

7 CALENDAR DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCH AS

INSPECTION BY THE CONTRACTOR AND ANY NECESSARY REPAIRS SHALL BE PERFORMED ONCE EVERY

THE BEGINNING OF CONSTRUCTION UNTIL AN ACCEPTABLE VEGETATIVE COVER IS ESTABLISHED.

ALL EROSION AND SEDIMENT CONTROLS WILL BE MAINTAINED IN GOOD WORKING ORDER FROM

CONTROL SUMMARIES, PAY ITEMS, & NOTES.

FOR THIS PROJECT. THIS SHEET SHOULD ALSO BE USED WITH THE EROSION

ILLUSTRATES THE DRAINAGE PATTERNS/PATHWAYS AND RECEIVING WATERS

THIS SHEET SHOULD BE USED IN CONJUNCTION WITH A DRAINAGE MAP THAT

NOTE:

OF EROSION CONTROL MEASURES.

THE DATES OF MAJOR SOIL DISTURBANCE ACTIVITIES, AND ALSO THE DATES OF INSTALLATION

EFFECTIVENESS AS APPROVED BY THE ENGINEER. THE CONTRACTOR WILL MAINTAIN A LOG OF

CHOOSE TO MODIFY THE TYPE OR ARRANGEMENT OF SPECIFIED PRACTICES TO IMPROVE THEIR

(AT LEAST 70%) HAS BEEN ATTAINED. AS SITE CONDITIONS WARRANT, THE CONTRACTOR MAY

REPLACE SALVAGED TOPSOIL AND DEVICES WHEN AN ACCEPTABLE VEGETATIVE COVER

OPERATIONS AS PRACTICAL. IF DIRECTED BY THE ENGINEER, PLANT TEMPORARY SEEDING.

INSTALL, MAINTAIN AND/OR MOVE TEMPORARY SEDIMENT ITEMS WITH CONSTRUCTION

GRUB ONLY IN NECESSARY AREAS, PRESERVING AS MUCH NATIVE VEGETATION AS POSSIBLE.

SEDIMENT CONTROLS SPECIFIED. STRIP, STOCKPILE AND STABILIZE TOPSOIL. CLEAR AND

SOIL DISTURBING ACTIVITIES, THE CONTRACTOR WILL INSTALL ALL PERIMETER TEMPORARY

PRIOR TO INITIATING

X

X

X

X

X

X

X

X

X

X

X

X

X

3.5 ACRES

1.9 ACRES

0.50 ACRES

0.85 ACRES

35°26'06.90" N, 97°37'39.50" W

X

0.65

SW 29TH STREET FROM ROCKWELL AVENUE TO MACARTHUR BOULEVARD

OF SW 29TH STREET.

GRADING, DRAINAGE AND SURFACING FOR THE WIDENING

SILT AND SANDY LOAM

CAMPBELL CREEK

DO, SULFATE

X

BE NOTED:

THE FOLLOWING SECTIONS OF THE 2019 ODOT STANDARD SPECIFICATIONS SHOULD

OF SURFACE, GROUND OR CITY WATER SOURCES FOR ACTIVITIES SUCH AS WATERING.

AND/OR MUNCIPALITY FOR USEADDITIONAL PERMITS REQUIRED FROM OKLAHOMA WATER RESOURCES BOARD

STATE OF OKLAHOMA." ODEQ, WATER QUALITY DIVISION, OCTOBER 18, 2022.

"ODEQ GENERAL PERMIT (OKR10) FOR STORM WATER DISCHARGES FROM CONSTRUCTION ACTIVITIES WITHIN THE

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Associated Consultants

C.O.A. No. 699 Renewal Date: 06-30-25

25 N.W. 146th Street ~ Edmond, OK 73013 ~ 405.848.2471

DOCUMENTATION FROM THE COE SHOWING COE APPROVAL FOR THE PROPOSED WORK.

PURSUIT TO 44 CFR 60.3. THEREFORE, THE APPLICANT IS REQUIRED TO SUBMIT

TO INSURE THAT ALL NECESSARY STATE AND FEDERAL PERMITS HAVE BEEN OBTAINED,

ENGINEERS(COE) TULSA DISTRICT REGULATORY DIVISION, BUT THE CITY IS OBLIGATED

"WATERS OF THE UNITED STATES" AND "WETLANDS" FALLS UNDER THE CORP OF

UNITED STATES" AND "WETLANDS" EXIST WITHIN THIS PROJECT AREA. THE ISSUE OF

NOTE: THE USGS 7.5 MINUTES QUADRANGLE SHEETS INDICATE THAT "WATERS OF THE

Z Z Z Z Z

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Exist. 17' Perm. ROW Book 2915 Page 208, Book 3914 Page1955-1956, Book 6915 Page 1874-1875

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PC-0525

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C.O.A. No. 699 Renewal Date: 06-30-25

25 N.W. 146th Street ~ Edmond, OK 73013 ~ 405.848.2471

MacArthur

M A

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PRES. R/W

PRES. R/W

PRES. R/W

EROSION CONTROL PLAN (1)

M A

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E S

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M A

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T A .0

Z TEMPORARY SILT FENCE (TYP.)

TEMPORARY SILT DIKE (TYP.)

FILTER

TEMPORARY INLET SEDIMENT

(TYP.)

SEDIMENT FILTER

TEMPORARY INLET

(TYP.)

SEDIMENT FILTER

TEMPORARY INLET

(TYP.)

SEDIMENT FILTER

TEMPORARY INLET

TEMPORARY SILT FENCE (TYP.)

TEMPORARY SILT FENCE (TYP.)

TEMPORARY SILT FENCE (TYP.)

TEMPORARY SILT FENCE (TYP.)

(TYP.)

SEDIMENT FILTER

TEMPORARY INLET

TEMPORARY SILT FENCE (TYP.)

SILT DIKE (TYP.)

WITH INSPECTOR.

AREA HERE OR AS COORDINATED

PROVIDE CONCRETE WASHOUT

Z Z Z Z Z Z

Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z

Z Z Z Z Z Z Z Z Z Z Z Z

Z

Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z

Z Z

Z

Z Z Z Z Z Z Z Z Z Z Z Z Z

Z Z Z Z

SD

Z

Z

Z Z Z Z

Z Z Z

Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z

Z Z Z Z Z

Z

Z

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Associated Consultants

C.O.A. No. 699 Renewal Date: 06-30-25

25 N.W. 146th Street ~ Edmond, OK 73013 ~ 405.848.2471

MacArthur

M A

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PRES. R/W

PRES. R/W

PRES. R/W

EROSION CONTROL PLAN (2)

M A

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M A

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M A

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Z TEMPORARY SILT FENCE (TYP.)

TEMPORARY SILT DIKE (TYP.)

FILTER

TEMPORARY INLET SEDIMENT

TEMPORARY SILT FENCE (TYP.)

TEMPORARY SILT FENCE (TYP.)

TEMPORARY SILT FENCE (TYP.)

TEMPORARY SILT FENCE (TYP.)

(TYP.)

SEDIMENT FILTER

TEMPORARY INLET

(TYP.)

SEDIMENT FILTER

TEMPORARY INLET

(TYP.)

SEDIMENT FILTER

TEMPORARY INLET

Z Z Z Z Z Z Z Z Z Z Z Z

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P I S

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Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z

Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z

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C.O.A. No. 699 Renewal Date:…