Nottingham Drainage Improvements

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TNIRP
REVISION BY DATE DRAWN AD 12/25
DESIGNED SC 12/25
SURVEY MR 09/22
C.A. 1487 EXPIRES 6/30/27
SHEET: 02 OF 34
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6202/40/80
GENERAL CONSTRUCTION NOTES: GENERAL CONSTRUCTION NOTES CONTINUED:
1. ALL CONSTRUCTION, MATERIALS AND PERFORMANCE SHALL BE IN ACCORDANCE WITH THE 2019 OKLAHOMA STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION 25. CONTRACTOR SHALL DOCUMENT PRE-CONSTRUCTION SITE CONDITIONS BY MEANS OF PHOTOGRAPHS AND VIDEO AND PRESENT TO THE CITY REPRESENTATIVE, BEFORE THE
(ENGLISH), OR THE MOST CURRENT REVISION THEREOF. MOST CURRENT REVISION GOVERNS OVER PRIOR EDITIONS, AND THE CURRENT CITY OF OWASSO DESIGN CRITERIA AND START OF CONSTRUCTION. COST SHALL BE CONSIDERED AS INCIDENTAL AND NO SEPARATE PAYMENT SHALL BE MADE.
CONSTRUCTION STANDARDS.
26. CONTRACTOR SHALL INSURE ALL UTILITY POLES WHICH ARE EFFECTED BY TRENCHING CONDITIONS ARE BRACED BY OWNERS OF UTILITY. NO ADDITIONAL PAYMENT SHALL BE
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL PUBLIC AND PRIVATE FACILITIES INCLUDING BUT NOT LIMITED TO, UTILITIES, STREETS, STORM MADE.
SEWER CHANNELS, SERVICE LINES AND FENCES. ALL KNOWN UTILITIES HAVE BEEN SHOWN ON THE DRAWINGS. BEFORE COMMENCING ANY EXCAVATION THE CONTRACTOR
SHALL NOTIFY THE OKIE ONE CALL SYSTEM OF HIS INTENT TO EXCAVATE BY CALLING 1-800-522-6543 AND HAVE THE UTILITIES LOCATED PRIOR TO EXCAVATING. UTILITIES IN THE 27. ANY DAMAGE CAUSED BY THE CONTRACTOR TO ANY STRUCTURES, SLOPES, ETC., SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE ENGINEER.
VICINITY OF EXCAVATION WORK SHALL BE EXPOSED BY THE CONTRACTOR, WITH THE UTILITY OWNER PRESENT PRIOR TO BEGINNING THE WORK. THIS INCLUDES THE LIMITS OF STOCKPILING.
3. THE SITE DEMOLITION INCLUDES THE REMOVAL OF THE EXISTING CULVERTS, STRUCTURES, TREES AND BUSHES, OR OTHER ITEMS NECESSARY TO COMPLETE THE WORK 28. BLASTING WILL NOT BE ALLOWED.
ACCORDING TO THE DRAWINGS. PAYMENT FOR DEMOLITION ITEMS SHALL BE INCLUDED IN THOSE ITEMS NOTED IN THE PAY ITEM NOTES OR SHALL BE INCLUDED IN THE PRICE
BID ITEM FOR SPEC. NO. 201(A) - CLEARING AND GRUBBING. ALL DEMOLISHED ITEMS SHALL BECOME PROPERTY OF THE CONTRACTOR, AND BE DISPOSED OF OFF-SITE IN AN 29. TEMPORARY SHORING, BRACING, SHEET PILING NECESSARY FOR EXCAVATION PURPOSES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. COST SHALL BE INCLUDED IN
APPROVED MANNER. NO REMOVALS ON PRIVATE PROPERTY. NO MATERIAL SHALL BE DEPOSITED IN THE FLOODPLAIN. UNIT PRICE BID FOR UNCLASSIFIED EXCAVATION.
4. THE CONTRACTOR SHALL INSTALL AND MAINTAIN SAFETY FENCING FOR THE PROTECTION OF WORKMEN AND THE PUBLIC INCLUDING CHILDREN AND PETS. THE CONTRACTOR 30. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SAFETY PLAN TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK AT THE PRECONSTRUCTION MEETING. THE SAFETY
SHALL PERFORM ALL OPERATIONS ACCORDING TO THE REQUIREMENTS OF THE OCCUPATIONAL HEALTH AND SAFETY ACT (OSHA) AS PUBLISHED IN THE CODE OF FEDERAL PLAN SHALL ADDRESS BUT NOT BE LIMITED TO ISSUES SUCH AS TRAFFIC CONTROL, WORKSITE SAFETY, MANHOLE VENTILATION, WORKER EQUIPMENT, FIRST AID, HYGIENE, AND
REGULATIONS, PART 1926, LATEST EDITION. ALL OPEN EXCAVATIONS SHALL BE FENCED AND HAVE WARNING LIGHTS ON BARRICADES TO WARN OF THE HAZARD. THE OTHER RELATED TOPICS. THE CONTRACTOR WILL BE EXPECTED TO PERFORM THE WORK IN A MANNER THAT BEST PROTECTS THE SAFETY OF WORKERS, INSPECTORS,
CONTRACTOR SHALL MAINTAIN TEMPORARY STOCK FENCING. COST SHALL BE INCLUDED IN OTHER ITEMS OF WORK. BYSTANDERS, AND OTHERS WHO MAY BE IN THE VICINITY OF THE PROJECT. FAILURE TO PERFORM THE WORK AND MAINTAIN THE SITE IN A SAFE MANNER, IN THE OPINION OF THE
ENGINEER OR OWNER, SHALL BE SUFFICIENT CAUSE TO STOP ALL WORK UNTIL ALL WORK SAFETY ISSUES ARE ADDRESSED.
5. ALL REINFORCING STEEL SHALL BE GRADE 60.
31. THE CONTRACTOR SHALL HAVE ONE (1) EXECUTED COPY OF THE CONTRACT AND A SET OF APPROVED CONSTRUCTION PLANS AND SWPPP AT THE JOB SITE AT ALL TIMES.
6. ALL CLASS A CONCRETE SHALL BE AIR ENTRAINED MINIMUM OF 6%. TO BE MEASURED AT THE TIME OF PLACEMENT, IN COMPLIANCE WITH THE CITY OF OWASSO SPEC. 3102.
32. LOCAL TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. ADEQUATE TRAFFIC SIGNAGE SHALL BE PLACED TO PROTECT THE PUBLIC AND NOTIFY THEM OF TRUCKS ENTERING THE
7. STRUCTURAL CONCRETE SHALL HAVE ALL EXPOSED CORNERS OR EDGES CHAMFERED WITH A 3/4-INCH CHAMFER UNLESS OTHERWISE NOTED. SITE.
8. ALL CONCRETE FINISHING SHALL CONSIST OF A BURLAP DRAG OR BROOM FINISH. 33. SURPLUS EARTHEN MATERIAL BECOMES THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE DIRECTED.
9. CONTRACTOR SHALL BE AWARE THAT CONSTRUCTION OF THIS PROJECT WILL REQUIRE EQUIPMENT, MATERIALS AND PERSONNEL TO BE LOCATED IN THE LIMITS OF THE 34. CONTRACTOR SHALL IDENTIFY THE SPOIL LOCATION TO THE CITY OF OWASSO PRIOR TO REMOVING THE MATERIAL FROM THE SITE.
100-YEAR FLOODPLAIN. THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MATERIALS, EQUIPMENT AND PERSONNEL. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR
MAINTAINING AN OPEN CHANNEL SHOULD A LARGER STORM EVENT OCCUR. ANY INCREASED FLOODING OR DAMAGE TO ADJACENT PROPERTIES AS A RESULT OF THE 35. DISPOSAL SITES WITHIN THE OWASSO CITY LIMITS WILL NEED AN SWPPP PREPARED AND ACCEPTED BY THE JURISDICTION WITH THE AUTHORITY PRIOR TO REMOVAL.
CONTRACTOR LEAVING MATERIALS, EQUIPMENT OR EXCAVATION STOCKPILES IN THE CHANNEL DURING A LARGER STORM EVENT WILL BE THE SOLE RESPONSIBILITY OF THE
CONTRACTOR. ALL EQUIPMENT AND EXCAVATED MATERIALS SHALL BE REMOVED FROM THE FLOODPLAIN AT THE END OF EACH WORKDAY. NO MATERIALS MAY BE STORED IN 36. DISPOSAL LOCATION AND USE OF THE MATERIAL MAY REQUIRE MATERIAL TO BE TESTED FOR POLLUTANTS (PRIMARILY METALS, COAL-TAR BASED PAVEMENT, SEALCOAT
THE FLOODPLAIN. MATERIALS AND PAHs) THAT HAVE SETTLED AND CONCENTRATED IN THE SEDIMENT. ODEQ MAY REQUIRE SOME ANALYTICAL WORK FOR LAND APPLICATION TO SHOW THAT THE
SEDIMENT IS SUITABLE FOR LAND APPLICATION AND/OR WHAT TYPE OF LAND WOULD BE APPROPRIATE FOR LAND APPLICATION. ODEQ MAY REQUIRE TCLP (TOXICITY
10. THE CONTRACTOR SHALL NOT REMOVE OR DISTURB ANY TREE WHICH IS OUTSIDE THE DESIGNATED WORK AREA (EASEMENTS AND RIGHT OF WAY). THE CONTRACTOR SHALL CHARACTERISTIC LEACHING PROCEDURE) RECOMMENDATIONS TO BE MADE BY A TESTING LABORATORY BEFORE LAND APPLYING THE MATERIAL.
PRESERVE ANY TREE WITHIN THE WORK AREA WHICH DOES NOT PRESENT A DETRIMENT TO THE WORK OR A SAFETY HAZARD.
37. DISPOSAL SITES MAY NEED APPROVAL BY THE U.S. ARMY CORPS OF ENGINEERS IF NEAR A JURISDICTIONAL STREAM.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKING, LAYOUT, AND AS-BUILT SURVEYS (BY A LICENSED SURVEYOR). CONTRACTOR SHALL MAINTAIN
ONE SET OF AS-BUILT DRAWINGS ON SITE AT ALL TIMES. 38. DISPOSAL SITE CANNOT BE IN A FLOODPLAIN UNLESS THE MATERIAL CAME FROM THE SAME DRAINAGE BASIN AND CAUSES NO INCREASE IN THE FLOODPLAIN ELEVATION AT
EITHER LOCATION.
12. PROGRESS PAYMENTS FOR WORK PERFORMED SHALL BE BASED ON THE UNITS COMPLETED OF THE ITEMS SHOWN IN THE BID PROPOSAL.
39. THE CONTRACTOR SHALL FURNISH A "LICENSED AND BONDED PLUMBER", WHICH SHALL INCLUDE ALL COSTS OF LABOR, TOOLS, PERMIT FEES, AND EQUIPMENT TO REROUTE THE
13. THE LIMITS OF WORK ARE DEFINED BY THE PROPERTY LINES OR EASEMENT LINES SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL KEEP ALL CONSTRUCTION ACTIVITIES EXISTING CUSTOMER SERVICE ON CUSTOMER PROPERTY TO THE TO THE CUSTOMER METER CAN. MATERIALS SHALL BE PAID UNDER SEPARATE BID ITEMS. NO ADDITIONAL
WITHIN THESE LIMITS. ACCESS TO AREAS OUTSIDE THE LIMITS OF CONSTRUCTION SHALL BE NEGOTIATED BY THE CONTRACTOR WITH THE OWNER. ANY PRIVATE AGREEMENTS PAYMENT SHALL BE MADE.
MUST HAVE DOCUMENTATION PROVIDED TO THE CITY INSPECTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING AND DRAINAGE OF SOIL DEPOSIT AREAS OUTSIDE
THE LIMITS OF WORK. 40. TEMPORARY, HIGH-DENSITY POLYETHYLENE PLASTIC CONSTRUCTION FENCING SHALL BE INSTALLED THE LENGTH OF THE 48" PIPE CONSTRUCTION FOR PET CONTAINMENT.
OPENING SHALL BE NO LARGER THAN 2"x4". HEIGHT SHALL BE 4' TALL. FENCING SHALL BE INSTALLED ON T-POSTS ON 10' CENTERS. FENCE BOTTOM SHALL BE STAKED SO THAT NO
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL CITY, STATE, AND FEDERAL LAWS. THE CONTRACTOR SHALL SUBMIT AN NOI TO THE STATE AND OPENINGS LARGER THAN 2"x4" AT THE BOTTOM ARE PRESENT. PRODUCT SPECIFICATIONS SHALL BE 7.05 LB x 0.01" THICKNESS.
MAINTAIN STORMWATER POLLUTION PREVENTION PLAN RECORDS AND KEEP IN EFFECT AND AVAILABLE ON THE JOB SITE AT ALL TIMES. THE CONTRACTOR SHALL OBTAIN ALL
STORM WATER PERMITS REQUIRED. 41. PRIVACY FENCE SHALL BE RESTORED AFTER CONSTRUCTION. FOR THE 10' SPACE CENTERED ON THE NEW 48" DRAINAGE PIPE AND DRAINAGE SWALE, A WROUGHT IRON FENCE
SECTION SHALL BE PROVIDED AND INSTALLED TO TIE INTO THE NEW PRIVACY FENCE TO ALLOW WATER TO PASS THROUGH. WROUGHT IRON PICKETS SHALL BE EXTENDED TO
15. WORK REQUIRED FOR THE COMPLETION OF THE PROJECT BUT NOT SPECIFICALLY NOTED SHALL BE INCLUDED IN THE PRICE BID FOR UNCLASSIFIED EXCAVATION. WITHIN 2" OF THE FINISHED GRADE OF THE NEW SWALE TO PREVENT PETS FROM EXITING THE YARDS.
16. DUE TO CONSTRUCTION TAKING PLACE IN AN EXISTING DRAINAGE CHANNEL, DEWATERING SHOULD BE ANTICIPATED AND SHALL BE INCLUDED IN UNCLASSIFIED EXCAVATION. 42. THE CONTRACTOR IS RESPONSIBLE FOR ALL ORDERING AND PAYING FOR CONSTRUCTION TESTING THROUGHOUT THE PROJECT.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PUMPING TO CONTROL SURFACE OR GROUNDWATER OR ANY KIND OF WATER INTRUSION ENCOUNTERED DURING THE
EXECUTION OF THE WORK. THE EXTENT OF THE GROUND WATER IS UNKNOWN. THE CONTRACTOR SHOULD SATISFY HIMSELF WITH THE CONDITIONS AS THEY EXIST ABOVE AND
BELOW GROUND. THE CONSTRUCTION OF ANY TEMPORARY BERMS, DIKES, PIPELINES, DITCHES OR OTHER SUCH FACILITIES SHALL BE IN STRICT ACCORDANCE WITH THE LOCAL,
STATE AND FEDERAL REQUIREMENTS ON SUCH FACILITIES.
17. ALL UNSUITABLE EXCAVATED MATERIAL WITHIN THE PROJECT AREA SHALL BECOME PROPERTY OF THE CONTRACTOR AND DISPOSED OF IN A MANNER SUITABLE TO THE
ENGINEER. THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN AN EARTH CHANGE PERMIT IF ANY EXCESS MATERIAL IS TO BE DISPOSED OF WITHIN THE CITY LIMITS OF OWASSO.
18. CONTRACTOR SHALL PROVIDE SILT FENCING TO ELIMINATE STORM WATER SILT FROM LEAVING PROJECT SITE, REACHING THE DRAINAGE DITCH, STREET OR STORM SYSTEM.
DAILY STREET WASH DOWNS WILL BE REQUIRED FOR ANY STREET WITHIN THE WORK AREA. AN EROSION CONTROL PLAN SHALL BE SUBMITTED TO CITY INSPECTIONS FOR
REVIEW AND APPROVAL.
19. WHERE MATERIALS ARE TRANSPORTED IN THE PROSECUTION OF WORK, VEHICLES SHALL NOT BE LOADED BEYOND THE LOADING CAPACITY RECOMMENDED BY THE
MANUFACTURER OF THE VEHICLE OR PRESCRIBED BY ANY FEDERAL, STATE OR LOCAL LAW OR REGULATION.
20. ANY DAMAGE TO ROADWAY PAVEMENT, CURB, DRIVEWAYS, TRAILS, SIDEWALK, OR ACCESS RAMPS CAUSED BY THE CONTRACTOR'S OPERATION SHALL BE REPAIRED TO THE
ENGINEER'S SATISFACTION AND SHALL BE ACCOMPLISHED AT THE CONTRACTOR'S SOLE EXPENSE.
21. CONTRACTOR SHALL FURNISH SUFFICIENT ORANGE SAFETY FENCING TO PROTECT THE GENERAL PUBLIC DURING EXCAVATION OPERATIONS FROM OPEN TRENCHES AND
OTHER HAZARDS. FENCING TO BE INCLUDED IN OTHER ITEMS OF WORK. FENCING SHALL BE MAINTAINED AS LONG AS A DANGER EXISTS.
22. THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING:
A. ANY PERMITS OR LICENSES REQUIRED FOR THE CONSTRUCTION OF THE PROJECT.
B. PROPER NOTIFICATION OF ALL NECESSARY AGENCIES PRIOR TO CONSTRUCTION AND FOR THE REQUIRED INSPECTIONS.
C. THE EXACT LOCATION OF ANY UTILITY LINES AND THEIR RELOCATION NECESSITATED BY THE CONSTRUCTION. UTILITIES TO REMAIN IN SERVICE AT ALL TIMES.
SERVICE DISRUPTION TO BE AT CONTRACTORS RISK AND EXPENSE.
D. CONTRACTOR SHALL OBTAIN NOI AND NOT.
23. IN ORDER TO ALLEVIATE DUST CONDITIONS WITHIN THE CITY LIMITS (OR OTHER DEVELOPED AREAS) DURING GRADING OPERATIONS, AND AFTER GRADING OPERATIONS ARE
COMPLETED, BUT BEFORE PERMANENT EROSION CONTROL WORK IS STARTED, THE CONTRACTOR SHALL SPRINKLE GRADING AT INTERVALS APPROVED BY THE CITY. COST OF
SPRINKLING TO BE INCLUDED IN PRICE BID FOR REMOVAL OF RELATED ITEMS OF WORK.
24. TOPSOIL STOCK PILES AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR AT LEAST 21 DAYS WILL BE STABILIZED WITH
TEMPORARY SEED AND MULCH NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN THAT AREA. PRIOR TO SEEDING/SPRIGGING, 16-16-16 FERTILIZER SHALL BE
APPLIED TO ALL AREAS STABILIZED. SILT FENCE IS REQUIRED AT THE BASE OF ALL TOPSOIL STOCKPILES.

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TNIRP
REVISION BY DATE DRAWN AD 12/25
DESIGNED SC 12/25
SURVEY MR 09/22
C.A. 1487 EXPIRES 6/30/27
SHEET: 03 OF 34
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6202/02/80
PAY ITEM NOTES:
1. WORK SHALL CONSIST OF CLEARING, GRUBBING, REMOVING AND DISPOSING OF ALL VEGETATION AND DEBRIS (INCLUDING TREES) WHICH ARE WITHIN
DESIGNATED LIMITS INSIDE THE LIMITS OF THE RIGHT-OF-WAY AND EASEMENT AREAS, EXCEPT SUCH OBJECTS AS ARE DESIGNATED TO REMAIN OR ARE TO BE
REMOVED IN ACCORDANCE WITH OTHER SECTIONS OF THE ODOT SPECIFICATIONS OR THESE DOCUMENTS. THIS WORK SHALL ALSO INCLUDE THE
PRESERVATION FROM INJURY OR DEFACEMENT OF ALL VEGETATION AND OBJECTS DESIGNATED TO REMAIN WITHIN THE LIMITS OF CONSTRUCTION.
2. THIS WORK SHALL CONSIST OF TEMPORARY MEASURES AND DEVICES TO CONTROL EROSION AND SEDIMENT WITHIN THE PROJECT LIMITS AND TO MINIMIZE
THE POLLUTION OF RIVERS, STREAMS, IMPOUNDMENTS AND PRIVATE PROPERTIES. PAY ITEM ALSO INCLUDES THE COST OF MAINTAINING ALL EROSION
DEVICES THROUGHOUT THE DURATION OF THE PROJECT. PAY ITEM ALSO INCLUDES REMOVING ALL EROSION CONTROL MEASURES UPON PROJECT
COMPLETION.
3. THE CONTRACTOR SHALL APPLY SOLID SLAB SODDING IN LIKE KIND TO THAT EXISTING WHERE TURF IS DAMAGED DURING CONSTRUCTION WHERE SLOPES
ARE GREATER THAN 10% OR OTHER MISCELLANEOUS WORK ITEMS. THE COST OF TOPSOIL, BACKFILL, SODDING, FERTILIZING, AND WATERING SHALL BE
INCIDENTAL TO THIS ITEM. SODDING, FERTILIZING, AND WATERING SHALL BE IN CONFORMANCE WITH RESPECTIVE SPECIFICATIONS. FERTILIZER SHALL BE AN
APPROVED TURF FERTILIZER APPLIED AT A RATE OF 1.5 LB PER 10 SQUARE YARDS. WATERING SHALL BE APPLIED AS NECESSARY TO ESTABLISH VEGETATION
OR UNTIL WORK IS ACCEPTED AS COMPLETE.
4. ALL CONSTRUCTION STAKING TO BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTROL IS AVAILABLE ON SITE.
5. ITEM SHALL INCLUDE ALL COSTS REQUIRED TO ACCOMPLISH THE REMOVAL OF ALL STRUCTURES AND OBSTRUCTIONS NECESSARY TO COMPLETE THIS
PROJECT INCLUDING BUT NOT LIMITED TO THE REMOVAL OF EXISTING STORM SEWER HEADWALLS, EXISTING REINFORCED CONCRETE BOXES AND EXISTING
FENCES. DAMAGE TO ADJACENT PORTIONS OF STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE
OWNER.
6. EARTHWORK CONSTRUCTION CONSISTS OF ALL EXCAVATION, EMBANKMENT AND BORROW NECESSARY TO COMPLETE THE PROJECT AS DESCRIBED IN THE
PROJECT DOCUMENTS. EARTHWORK WILL NOT BE MEASURED BUT WILL BE PAID FOR AS A LUMP SUM. REFERENCE PAY ITEM NOTES FOR ESTIMATED
EARTHWORK QUANTITIES BASED ON PROPOSED AND EXISTING GRADING SECTIONS AND IDENTIFIED SUBSURFACE CHARACTERISTICS. PAYMENT SHALL BE
FULL COMPENSATION FOR FURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND INCIDENTALS TO COMPLETE THE WORK AS SPECIFIED. NO ADDITIONAL
PAYMENT WILL BE MADE.
7. PRICE BID INCLUDES AS-BUILT SURVEY BY LICENSED SURVEYOR AT THE COMPLETION OF THE PROJECT INCLUDING, BUT NOT LIMITED TO, ALL DRAINAGE
CHANNEL DIMENSIONS AND FLOWLINES, INLET FLOWLINES, WATERLINE LOCATION, AND LOCATION OF SANITARY SEWER SERVICE LINES.
8. WORK REQUIRED FOR THE COMPLETION OF THE PROJECT BUT NOT SPECIFICALLY NOTED SHALL BE INCLUDED IN THE PRICE BID FOR UNCLASSIFIED
EXCAVATION.
9. TEMPORARY SHORING, BRACING, SHEET PILING NECESSARY FOR EXCAVATION PURPOSES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. COST
SHALL BE INCLUDED IN THE UNIT PRICE BID FOR UNCLASSIFIED EXCAVATION.
10. PRICE BID TO INCLUDE THE CONSTRUCTION ENTRANCE, CONCRETE WASHOUT AREA, AND RESTORATION OF THE SITE TO THE SATISFACTION OF THE CITY
OF OWASSO. CONTRACTOR SHALL REPAIR ANY IRRIGATION SYSTEMS DAMAGED DURING CONSTRUCTION TO THE SATISFACTION OF THE CITY OF OWASSO.
11. DUE TO CONSTRUCTION TAKING PLACE IN AN EXISTING CHANNEL, DEWATERING SHOULD BE ANTICIPATED. COST ASSOCIATED WITH DEWATERING FOR ALL
ASPECTS OF THE PROJECT AND TEMPORARY CONTROL OF WATER TO COMPLETE WORK SHALL BE INCLUDED IN THE PRICE BID FOR UNCLASSIFIED
EXCAVATION.
12. STREET WASH DOWN SHALL BE INCLUDED IN THE PRICE BID FOR UNCLASSIFIED EXCAVATION. WEEKLY CLEANING REQUIRED WHILE WORKING IN STREET.
13. PRICE TO INCLUDE ALL LABOR AND MATERIALS FOR A COMPLETE INSTALLATION AS SHOWN IN PLANS. ALL REINFORCED CONCRETE PIPE SHALL BE
WRAPPED.
14. PRICE BID TO INCLUDE THE COST OF SAND BEDDING MATERIAL.
15. ITEM SHALL INCLUDE ALL LABOR AND MATERIALS FOR THE CONNECTION OF EXISTING SMALL DRAINAGE PIPES TO THE PROPOSED STORM SEWER,
INCLUDING BUT NOT LIMITED TO CORRUGATED PLASTIC PIPE AND INSERTA TEES (SIZE MAY VARY DEPENDING OF SIZE OF EXISTING), REMOVAL OF EXISTING
PIPE (SIZES VARY), AND REMOVAL OF BACKYARD INLETS. ALL WORK WITHIN THIS PAY ITEM MUST BE COORDINATED AND APPROVED BY THE CITY OF OWASSO.
16. PRICE BID TO INCLUDE THE COST OF ALL LABOR AND MATERIALS, INCLUDING CLASS AA CONCRETE, REINFORCING STEEL, MANHOLE RISER AND LID, AND
HANDRAIL.
17. PRICE BID SHALL INCLUDE THE COST OF SEDIMENT REMOVAL FOR ALL EROSION CONTROL MEASURES. CONTRACTOR SHALL PROVIDE THE COPY OF
CONTRACTOR CERTIFICATION. CONTRACTOR WILL NOT BE REQUIRED TO SUBMIT AN NOI TO ODEQ. THE CITY WILL UTILIZE THE 7TH MINIMUM CONTROL
MEASURE IN THE OKR04 PERMIT.
18. BACKFILL UNDER PAVEMENT FOR PIPE OR AROUND STRUCTURES SHOULD BE TYPE A AGGREGATE BASE (95%) COMPACTION OR FLOWABLE FILL, AS
REQUIRED.
19. NO SEPARATE PAYMENT WILL BE MADE IF ROCK IS ENCOUNTERED DURING EXCAVATION. ALL EXCAVATION WILL BE INCLUDED IN UNCLASSIFIED
EXCAVATION.
20. PARALLEL CPP SHALL BE BEDDED TO THE SPRINGLINE OF THE PIPE WITH COMPACTED AGGREGATE BASE AND BACKFILLED WITH JOB EXCAVATED
MATERIAL. MUCKY MATERIAL SHALL BE SUBSTITUTED WITH MANUFACTURED SAND.
21. FLOWABLE FILL SHALL BE USED TO BACKFILL AROUND VERTICAL WALLS AND UNDERNEATH GRATE STRUCTURES. CITY INSPECTOR HAS THE OPTION TO USE
IT IN OTHER AREAS THAT THE CITY FEELS IS NECESSARY.
22. PRICE BID TO INCLUDE THE COST OF TRENCH EXCAVATION AND BEDDING MATERIAL.
23. PRICE BID TO INCLUDE ALL COSTS OF SAWED JOINTS.
24. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY PET FENCING AS REQUIRED, WHEN THE PORTION OF THE PROJECT THAT REQUIRED THIS FENCE IS
COMPLETED, THE TEMPORARY PET FENCING SHALL BE REMOVED AND PERMANENT FENCING SHALL BE INSTALLED IN A MANNER APPROVED BY THE ENGINEER.
ALL COSTS OF TEMPORARY PET FENCING SHALL BE INCLUDED IN PRICE BID.

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REVISION BY DATE DRAWN AD 12/25
DESIGNED SC 12/25
SURVEY MR 09/22
C.A. 1487 EXPIRES 6/30/27
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6202/02/80
TRAFFIC CONSTRUCTION PAY QUANTITY NOTES
(TC-26) ALL CONSTRUCTION TRAFFIC CONTROL WILL BE IMPLEMENTED ACCORDING TO CONSTRUCTION
PLANS, AND INSTALLED IN A MANNER APPROVED BY THE ENGINEER, IN ACCORDANCE WITH CHAPTER VI OF
THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (CURRENT EDITION), AND COMPLIANT WITH
APPLICABLE O.D.O.T. STANDARD DRAWINGS. PRICE BID FOR THIS ITEM SHALL BE PAYMENT IN FULL FOR
THE INSTALLATION, MAINTENANCE AND SUBSEQUENT REMOVAL OF ALL NECESSARY CONSTRUCTION
TRAFFIC CONTROL DEVICES AND PAVEMENT MARKINGS REQUIRED FOR COMPLETION OF THE PROJECT. ALL
SIGNS AND BARRICADES, WHICH ARE SHOWN WITH TYPE 'A' LIGHTS IN THE STANDARD DRAWINGS SHALL
HAVE THE CORRESPONDING LIGHT ATTACHED DURING NON-DAYLIGHT HOURS.
(TC-28) INCLUDED IN THIS ITEM ARE ALL S.C.S. (SPECIAL CONSTRUCTION SIGNING) SIGNS WHICH ARE
BETWEEN 0.00 S.F. AND 6.25 S.F. ALSO INCLUDED IN THIS ITEM SHALL BE THE COST OF INSTALLATION,
MAINTENANCE, AND REMOVAL OF THESE SIGNS.
(TC-33) ALL CONSTRUCTION WORK ZONE SIGNS SHALL HAVE FLUORESCENT SHEETING. THE FLUORESCENT
SHEETING SHALL MEET THE REQUIREMENTS OF ASTM D4956 (LATEST REVISION) THE MANUFACTURER
SHALL FURNISH A TYPE 'D' CERTIFICATION IN ACCORDANCE WITH O.D.O.T. STANDARD SPECIFICATIONS
(CURRENT EDITION) SUBSECTION 106.04. THE CERTIFICATION SHALL INCLUDE TEST RESULTS ON MATERIAL
SUBMITTED FOR APPROVAL.
TRAFFIC SIGNING GENERAL CONSTRUCTION NOTES
(S1) ANY DAMAGE CAUSED BY THE CONTRACTOR TO ANY STRUCTURES, ROADWAY SURFACES, STRIPING,
RAISED PAVEMENT MARKERS, GUARDRAIL, SLOPES, AND SIGNS SHALL BE REPAIRED AT CONTRACTOR'S
EXPENSE TO THE SATISFACTION OF THE ENGINEER.
(S2) ALL REGULATORY SIGNS SHALL HAVE HIGH INTENSITY SHEETING. THE HIGH INTENSITY SHEETING
SHALL MEET THE REQUIREMENTS OF ASTM D4956-(LATEST REVISION) FOR TYPE III SHEETING. ALL WARNING
SIGNS SHALL HAVE FLUORESCENT YELLOW SHEETING. THE FLUORESCENT YELLOW SHEETING SHALL MEET
THE REQUIREMENTS OF ASTM D4956-(LATEST REVISION) REQUIREMENTS FOR TYPE VIII SHEETING. ALL
GREEN AND BLUE SIGNS ON CONVENTIONAL HIGHWAYS SHALL HAVE HIGH INTENSITY SHEETING. THE HIGH
INTENSITY SHEETING SHALL MEET THE REQUIREMENTS OF ASTM D4956-(LATEST REVISION) FOR TYPE III
SHEETING. ALL PANEL AND OVERHEAD SIGNS SHALL HAVE TYPE III HIGH INTENSITY BACKGROUND WITH
TYPE VIII LEGENDS AND BORDERS. THE TYPE III BACKGROUND AND THE TYPE VIII LEGENDS AND BORDERS
SHALL MEET THE REQUIREMENTS OF ASTM D4956-(LATEST REVISION). THE MANUFACTURER SHALL FURNISH
A TYPE 'A' CERTIFICATION IN ACCORDANCE WITH ODOT STANDARD SPECIFICATIONS, LATEST EDITION, AND
SUBSECTION 106.04. THE CERTIFICATION SHALL INCLUDE TEST RESULTS ON THE MATERIAL SUBMITTED FOR
APPROVAL.
(S3) ALL BROKEN CONCRETE INCLUDING OLD SIGN FOOTINGS WITH STUBS, WASTE MATERIAL AND DEBRIS
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE LIMITS OF THE
PROJECT AND DISPOSED OF IN AN AREA APPROVED BY THE ENGINEER. NO PAYMENT SHALL BE MADE FOR
THE DISPOSAL OF THIS MATERIAL.
WATERLINE PAY QUANTITY NOTES
(41) INSTALL 8" PVC WATER PIPE:
COST OF EXCAVATION, BEDDING, BACKFILL AND JOINT RESTRAINT FITTINGS (MEGA-LUG OR APPROVED
EQUAL) FOR INSTALLATION OF 8" PVC AWWA C900 DR 14 CLASS 200 WATERLINE SHALL BE INCLUDED IN THIS
PAY ITEM.
(42) INSTALL 8" GATE VALVE (RJ):
GATE VALVES SHALL BE IRON BODY, NON-RISING STEM RESILIENT SEAT GATE VALVES. VALVES SHALL MEET
THE REQUIREMENTS OF AWWA C509 AND SHALL HAVE RESTRAINED JOINT ENDS. VALVE OPENING
DIRECTION SHALL BE CONSISTENT WITH OPERATION OF EXISTING VALVES IN THE WATERWORKS IN WHICH
THE VALVES ARE INSTALLED, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE FOLLOWING
MANUFACTURERS WILL BE PERMITTED: AVK, MUELLER COMPANY, AMERICAN-DARLING OR AMERICAN PIPE
COMPANY. PRICE INCLUDES VALVE BOX, ALL EXCAVATION, BEDDING, ASSEMBLY, BACKFILL AND TESTING
NECESSARY TO PERFORM THE WORK.
(44) INSTALL LONG WATER SERVICE RECONNECTION (STREET CROSSING):
WATER SERVICE RECONNECTION SHALL INCLUDE COST OF LABOR AND EQUIPMENT TO INSTALL 1" BLUE
SILVERLINE POLY, 2" PVC SLEEVE, SADDLES, SERVICE CLAMPS, CORPORATION STOPS, SERVICE LINE
PIPING, BENDS, 3 PART UNIONS, COUPLING AND ANY OTHER INCIDENTALS REQUIRED FOR A COMPLETE
WATER SERVICE CONNECTION. THE CONTRACTOR TO REUSE THE EXISTING METER ASSEMBLY WHEN
FEASIBLE. THE CONTRACTOR SHALL PERFORM ALL FIELD WORK AND METER INSTALLATION. CITY SHALL
PROVIDE METER SETTER, METER AND METER CAN WHEN REUSE IS NOT FEASIBLE.
(45) INSTALL 8" DUCTILE IRON 45 DEGREE BEND (RJ):
BEND FITTINGS SHALL BE DUCTILE IRON. ALL COSTS FOR COMPONENTS NECESSARY TO RESTRAIN
FITTINGS AS DESIGNATED IN THE PLANS SHALL BE INCLUDED IN PRICE BID. PRICE INCLUDES ALL
EXCAVATION, BEDDING, ASSEMBLY, BACKFILL AND TESTING NECESSARY TO PERFORM THE WORK.
(46) INSTALL 8" DUCTILE IRON 90 DEGREE BEND (RJ):
BEND FITTINGS SHALL BE DUCTILE IRON. ALL COSTS FOR COMPONENTS NECESSARY TO RESTRAIN
FITTINGS AS DESIGNATED IN THE PLANS SHALL BE INCLUDED IN PRICE BID. PRICE INCLUDES ALL
EXCAVATION, BEDDING, ASSEMBLY, BACKFILL AND TESTING NECESSARY TO PERFORM THE WORK.

.L.R.C
FINISHED GRADE
AS SHOWN ON PROPOSED
2" SUPERPAVE SURFACE PAVEMENT SPOT 4:1 MAX.
ELEVATIONS SHEET
TYPE S-4 (PG 64-22 OK)
6" CURB
SEE STRT-07 2% (1/4" PER FT)
4:1 MAX.
YAW-FO-THGIR
GNITSIXE
4:1 MAX.
1.5%
TACK COAT (TYP)
2% (1/4" PER FT)
4:1 MAX.
4" CONCRETE SIDEWALK
SEE STRT-07
3" SAND BEDDING
YAW-FO-THGIR
GNITSIXE
13'-0" 13'-0"
4'-0" 6'-0" 6'-0" 4'-0"
1'-0" 1'-0"
1.5%
SOLID SLAB SODDING
(ALL DISTURBED AREAS)
COMPACT TO MINIMUM 90% STD. DENSITY
4 1/2" SUPERPAVE SURFACE
TYPE S-3 (PG 64-22 OK)
MINIMUM 8" ODOT TYPE "A" AGGREGATE BASE COMPACTED
TO 95% STANDARD DENSITY
3:1
MAX.
TNEMESAE
NOITCURTSNOC
YRAROPMET
"0-'2 .NIM
ENIL
YTREPORP
GNITSIXE
SOLID SLAB SODDING
(ALL DISTURBED AREAS)
6.25% 6.25%
PROPOSED 48" CPP
.L.R.C
SEPARATOR FABRIC - REFERENCE ODOT SPEC. 712.05
FINISHED GRADE AS
SHOWN ON P&P SHEET
3:1
MAX.
TNEMESAE
GNITSIXE
N 139TH E AVE TYPICAL AC SECTION
01
SCALE: 1" = 2'
CRL STA. 20+57.00 TO 21+59.00
:ETAD
TNIRP
REVISION BY DATE DRAWN AD 12/25
DESIGNED SC 12/25
SURVEY MR 09/22
C.A. 1487 EXPIRES 6/30/27
SHEET: 05 OF 34
gwd.SLIATED_DNA_SNOITCES_LACIPYT_A_30_20AWO22\sgniwarD\ngiseD\stnemevorpmI_eganiarD_mahgnittoN_20AWO22\ossawO_fo_ytiC\:M
6202/02/80
STORM 2 CRL SWALE DETAIL
02
SCALE: NONE
CRL STA. 30+98.27 TO 39+05.70

"6
2'-6" 2'-4"
1'-6" "0-'1
4"
"0-'1
27'-4"
10'-10" 10'-10"
WV3 #4 @ 9"
4" 1.0% SLOPE 1.0% SLOPE 4"
5'-8"
WV3 #4 @ 9"
4"
8'-4"
2'-6"
4% 4%
1'-0" 1'-0"
4'-4" 4"
TRIM
REINFORCING AT
DRAIN PIPE AS
REQ'D.
"2-'1
1'-2"
GRATE & FRAME
USE NEENAH FOUNDRY OR
EQUIVALENT
4 #2441-M FRAMES,
11 #2440-0005 FRAMES AND 15
#2440-H GRATES
"6
2'-6" 2'-4"
1'-6"
"0-'1
1'-0" 1'-0"
TRENCH INLET DETAIL (ST02)
01
2" 6-D1#4
SCALE: NONE O.D.
2" DRAIN TOP OF TRENCH
MIN. PIPE FLOOR
(FIELD CUT & FIT)
TYPICAL PIPE OPENING
SCALE: N.T.S.
2'-6"
4% 4%