Attachment 1 - Project Specifications.pdf

PDF 8 MB Posted Nov 8, 2023

Attached to: El Reno Road Repair
Solicitation number: 12805B24R0002
Issued by: Department of Agriculture Agricultural Research Service Field Research Implementation and Information Delivery Plains Area

About this file

Written by GovTribe AI · Dec 21, 2023

This project specification document outlines requirements for road repairs across three phases for the USDA Agricultural Research Service Field Research Implementation and Information Delivery Plains Area. The project includes repaving and reconstruction of entrance roads, overlay of campus roads, and repairs to Fort Reno Road. Work will involve milling, asphalt overlay and reconstruction, aggregate base installation, drainage improvements, and erosion control measures. The specifications provide construction details, applicable standards, payment terms, and general notes. Erosion control plans show temporary and permanent controls required during grading and revegetation work. Bidders should follow all local, state and federal codes in planning dust control, disposal of demolition materials, and trench safety.

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Other files

File	Type	Posted
Amend 5 - 12805B24R0002.pdf	PDF	Jan 31, 2024
Attachment 7 - QA Document 2.pdf	PDF	Jan 31, 2024
Amend 4 - 12805B24R0002.pdf	PDF	Jan 4, 2024
Attachment 6 - QA.pdf	PDF	Dec 14, 2023
Amend 3 - 12805B24R0002.pdf	PDF	Dec 14, 2023
Amend 2 - 12805B24R0002.pdf	PDF	Dec 8, 2023
RFP - 12805B24R0002.pdf	PDF	Nov 13, 2023
Attachment 5 - Contractor Certification Regarding EMR.pdf	PDF	Nov 13, 2023
RFP - 12805B24R0002.pdf	PDF	Nov 13, 2023
Amend 1 - 12805B24R0002.pdf	PDF	Nov 13, 2023
Attachment 2 - Wage Determination.pdf	PDF	Nov 8, 2023
Sol_12805B24R0002.pdf	PDF	Nov 8, 2023
Attachment 4 - ARS-372.pdf	PDF	Nov 8, 2023
Attachment 3 - ARS-371.pdf	PDF	Nov 8, 2023

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COVER SHEET

ROADWAY PLANS FOR

USDA ROADWAY REPAIRS

PHASES 1-3

EL RENO, OKLAHOMA PROJECT LOCATION

Walter P Moore and Associates, Inc.

7666 East 61st Street, Suite 251 Tulsa, Oklahoma 74133 918.806.7200

101 Park Avenue, Suite 1300 Oklahoma City, Oklahoma 73102 405.493.0500

Know what'sbelow.

Callbefore you dig.

PREPARED BY:

PORTION OF CANADIAN COUNTY, OKLAHOMA

VICINITY MAP

NOT TO SCALE

PROJECT LOCATION

R8W

TO WEATHERFORD

N L

O M

D L

N J

E H

T12N

TO BETHANY

TO OKLAHOMA CITY

INDEX OF SHEETS

SHEET # SHEET TITLE

1 COVER SHEET

2 GENERAL NOTES

3 QUANTITY TABLES

4 TYPICAL SECTIONS & DETAILS

5 PAVING PLAN (1)

6 PAVING PLAN FORT RENO RD (1)

7 PAVING PLAN FORT RENO RD (2)

8 PAVING PLAN ROAD 1 (1)

9 PAVING PLAN ROAD 1 (2)

10 EROSION CONTROL PLAN (1)

11 EROSION CONTROL PLAN (2)

12 EROSION CONTROL PLAN (3)

13 EROSION CONTROL PLAN (4)

14 EROSION CONTROL PLAN (5)

15 DRAINAGE AREA MAP

APPLICABLE STANDARDS

ODOT 2019 ROADWAY

BMPR-0

TESCA-0

RSF-0

TSD-0

SCE-0

CWA-0

SSS-2-1

ASCD-6-1

PR-4-1

PCES-5-1

SPI-5-2

PBB-1-2

FHTCP-4-1

SBI-5-2

PDT-2-1

PDT-2-2

ODOT 2009 BRIDGE

RCB-C1-3&4&5(2-20)-01E

RCB-C1-8(2-14)-01E

RCB-E1-H2-0-1-01E

RCB-E1-H2-02-01E

RCB-E1-H3-0-1-01E

RCB-E1-H3-0-2-01E

RCB-CW1-D4-0

2019 OKLAHOMA STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION

GOVERN, APPROVED BY THE U.S. DOT, FHWA, DEC 18, 2019

PHASE 1 - ENTRANCE AND RECONSTRUCTION

OF ENTRANCE ROAD

PHASE 2 - EAST CAMPUS ROAD AND

ENTRANCE ROAD OVERLAY

PHASE 3 - FORT ROADS

7/12/2023

Walter P. Moore and Associates, Inc.

7666 E 61st St., Suite 251 Tulsa, Oklahoma 74133

918.806.7200

2GENERAL NOTES

DEMOLITION NOTES

1. CONTRACTOR SHALL CONFORM WITH ALL APPLICABLE CODES (LOCAL, STATE AND FEDERAL)

FOR DEMOLITION, DUST CONTROL, EROSION CONTROL AND DISPOSAL OF DEMOLITION

MATERIAL AND DEBRIS.

3. EXISTING UNDERGROUND LINES HAVE BEEN SHOWN TO THE EXTENT KNOWN AND LOCATIONS

HAVE BEEN VERIFIED BY THE OWNERS OF SAID LINES. THE EXACT LOCATIONS AND

NOTIFICATIONS OF THE PROPER AGENCY IS THE RESPONSIBILITY OF THE CONTRACTOR PRIOR

TO ANY EXCAVATION.

4. SURVEY INFORMATION PROVIDED BY AERIAL DATA COLLECTION. CONTRACTOR TO FIELD

VERIFY LOCATIONS PRIOR TO COMMENCING WORK

5. ALL WASTE OR SPOIL SHALL BE TAKEN TO A CITY APPROVED SITE OR SPREAD IN AREAS

OUTSIDE OF THE STREET RIGHTS-OF-WAY AS DIRECTED BY THE OWNER AND ENGINEER.

6. CONTRACTOR TO COORDINATE WITH OWNER ON ANY TEMPORARY FENCING REQUIRED.

7. THE CONTRACTOR SHALL REPAIR ANY DAMAGES DUE TO CONSTRUCTION TRAFFIC OR

OPERATIONS.

CONSTRUCTION NOTES

1. ALL DIMENSIONS ARE TO THE FACE OF CURB, AND ALL BUILDING DIMENSIONS ARE TO THE

OUTSIDE FACE OF WALL, UNLESS OTHERWISE NOTED.

2. THE CONTRACTOR SHALL KEEP THE SITE CLEAN DURING CONSTRUCTION AND SUPPLY

CONSTRUCTION CONTAINERS OR DUMPSTERS TO MAINTAIN ALL TRASH AND DEBRIS.

3. CURRENT OKLAHOMA DEPARTMENT OF TRANSPORTATION LATEST EDITION (O.D.O.T.)

STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION SHALL BE USED FOR TECHNICAL

SPECIFICATIONS AND STANDARDS

4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONFIRM THE ACCURACY AND

LOCATION OF SITE BOUNDARY AND DIMENSIONS. ANY DISCREPANCIES DISCOVERED BETWEEN

FIELD VERIFIED LOCATIONS AND PLAN LOCATIONS SHALL BE BROUGHT TO THE ATTENTION OF

THE ENGINEER OF RECORD FOR RESOLUTION PRIOR TO PROCEEDING.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY WORK ORDERS

AND PERMITS FROM THE CITY OF EL RENO AND O.D.O.T FOR WORK ALONG HWY 66

6. CORRECTIVE MEASURES DIRECTED BY THE ENGINEER MAY INCLUDE COMPLETE REMOVAL AND

REPLACEMENT AT NO COST TO OWNER IN CASES OF POOR WORKMANSHIP OR

UNSATISFACTORY IN-PLACE CONDITIONS.

GRADING NOTES

1. NEW CONTOURS DENOTE TOP OF FINISHED PAVING OR GRADED AREA AS INDICATED. ALL SPOT

ELEVATIONS ARE TO FINISHED GRADE, UNLESS NOTED OTHERWISE.

2. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO LOCATE AND FIELD VERIFY LOCATION AND MAKE ADJUSTMENT AS NEEDED.

3. ADJUST ALL CLEAN OUT RIMS, MANHOLE COVERS, AND VALVE AND METER BOXES TO FINISHED

GRADE.

4. NOTIFY ENGINEER IF EXISTING GROUND CONDITIONS VARY FROM THOSE SHOWN ON PLANS.

5. THE CONTRACTOR SHALL GRADE ALL AREAS TO POSITIVELY DRAIN AWAY FROM BUILDINGS.

6. THE CONTRACTOR SHALL PROTECT EXISTING UTILITIES. ANY DAMAGED UTILITIES CAUSED BY

THE CONSTRUCTION OPERATIONS SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE.

7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DEWATER AND STABILIZE ANY SOFT

SOILS AS NEEDED TO REACH OPTIMUM SOIL CONDITIONS.

8. ALL DISTURBED AREAS SHALL BE SODDED. CONTRACTOR SHALL BE RESPONSIBLE FOR

SODDED AREAS UNTIL GROWTH IS ESTABLISHED.

9. CIVIL ENGINEER WILL NOT INTERPRET SOILS REPORTS OR ACCEPT RESPONSIBILITY FOR

ALTERNATIVE METHODS PROPOSED BY THE CONTRACTOR.

EROSION CONTROL

ALL DISTURBED AREAS THAT ARE NOT PAVED, OR BUILDING PADS, SHALL BE LANDSCAPED OR

REVEGETATED WITH A TEMPORARY OR PERMANENT COVER, DEPENDING ON THE PLANTING

SEASON, AS OUTLINED BELOW.

TEMPORARY COVER

PLANT PER ACRE PER 1000 SQ.FT. PLANTING DATE DEPTH OF SEEDING

ANNUAL RYEGRASS 220 LBS. 5.0 LBS. 9/01-11/30 1/4 INCH

WHEAT 130 BU. 3.0 LBS. 8/15-11/30 2 INCH

PERMANENT COVER

PLANT PER ACRE PER 1000 SQ.FT. PLANTING DATE DEPTH OF SEEDING

BERMUDA GRASS 85 LBS. 2.0 LBS. 6/15-08/15 0 - 1/2 INCH

FESCUE 350 LBS. 8.0 LBS. 9/01-11/01 0 - 1/2 INCH

PERMANENT PRACTICES

1. ALL GRADING SHALL BE COMPLETE PRIOR TO PLACING SOD.

2. THE SUBGRADE SHALL BE LOOSENED EVENLY TO A DEPTH OF 2 TO 3 INCHES AND 10- 20-10

FERTILIZER (200 POUNDS PER 1,000 SQUARE YARDS) SHALL BE MIXED WITH THE LOOSENED

SURFACE SOIL BY DISCING OR OTHER SUITABLE MEANS.

3. SOILS KNOWN TO BE HIGHLY ACIDIC SHALL BE LIME TREATED.

4. THE AREA SHALL BE WATERED REGULARLY TO MAINTAIN ADEQUATE SOIL MOISTURE UNTIL

PROPER GROWTH IS ESTABLISHED.

SEDIMENTATION & EROSION CONTROL NOTES

1. ALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO

THE EXECUTION OF ANY DEMOLITION OR GRADING WORK AND SHALL BE MAINTAINED BY THE

GRADING CONTRACTOR FOR THE DURATION OF THE PROJECT.

2. SEDIMENT COLLECTED BEHIND THE SEDIMENT FILTERS AND SILT FENCES SHALL BE REMOVED

WHEN SEDIMENT REACHES ONE THIRD THE HEIGHT OF THE BARRIER.

3. SEDIMENT FILTERS AND SEDIMENT FENCES SHALL BE INSPECTED AND MAINTAINED NO LESS

THAN WEEKLY OR WITHIN 24 HOURS OF A RAINFALL EVENT OF 0.5 INCHES OR MORE.

MAINTENANCE SHALL INCLUDE BUT NOT LIMITED TO SEDIMENT REMOVAL, BARRIER REPAIR

AND/OR REPLACEMENT.

4. CONSTRUCTION SITE EXIT: THE CONTRACTOR SHALL CONSTRUCT AS A MINIMUM ONE

STABILIZED CONSTRUCTION ENTRANCE. IF ADDITIONAL INGRESS OR EGRESS TO THE

CONSTRUCTION SITE IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE

CONSTRUCTION MANAGER THE LOCATION OF THESE ADDITIONAL STABILIZED CONSTRUCTION

EXITS. USAGE OF NON-STABILIZED POINTS FOR INGRESS AND EGRESS WILL NOT BE

PERMITTED. THE STABILIZED ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL

PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY AND PAVED

DRIVING LANES. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS

CONDITIONS WARRANT. REPAIR OF THE ENTRANCE(S) OR CLEANING OF THE RIGHT-OF-WAY

AND PAVED DRIVING LANES THAT HAVE BEEN SOILED SHALL BE PERFORMED BY THE

CONTRACTOR AT HIS OWN EXPENSE, SATISFACTORY TO THE CONSTRUCTION MANAGER. WHEN

NECESSARY, VEHICLE WHEELS AND TIRES SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR

TO ENTERING ONTO PUBLIC RIGHT-OF-WAY AND PUBLIC STREETS. WHEN WASHING IS

REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE.

5. SEDIMENTATION AND EROSION CONTROL MEASURES SHALL BE REMOVED FOLLOWING

CONSTRUCTION OR UPON PERMANENT STABILIZATION OF THE DISTURBED AND GRADED

AREAS, WHICHEVER OCCURS LAST.

6. CONSTRUCTION EXIT SHALL BE THE FIRST CONSTRUCTION WORK ON THE PROJECT.

7. INSTALL SEDIMENT BARRIERS DOWN SLOPE FROM CONSTRUCTION ACTIVITIES THAT DISTURB

SITE SOIL.

8. COORDINATE WITH OWNER ON CONSTRUCTION PARKING. CONSTRUCT ROCK SURFACE FOR

TEMPORARY PARKING, IF NEEDED.

9. FINAL GRADING - SEDIMENT BARRIERS WILL BE MAINTAINED DOWN SLOPE FROM DISTURBED

SOIL DURING THIS OPERATION AND REMOVED UPON COMPLETION OF ON-SITE STABILIZATION.

10. THE ACTUAL SCHEDULE FOR IMPLEMENTING POLLUTANT CONTROL MEASURES WILL BE

DETERMINED BY PROJECT CONSTRUCTION PROGRESS. DOWN SLOPE PROTECTIVE MEASURES

MUST ALWAYS BE IN PLACE BEFORE SOIL IS DISTURBED.

GENERAL CONSTRUCTION NOTES

(G-1) 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.

(G-3) MAINTENANCE OF THROUGH TRAFFIC INCLUDES THE MAINTENANCE OF THE EXISTING ROAD IN

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

(G-5) 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

SUPERPAVE LAYING OPERATIONS, EXCAVATION FOR PAVEMENT WIDENING, OR EXTENSION OF

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

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 SURFACED IN 1 (ONE) DAY'S TIME WITHOUT APPROVAL BY THE ENGINEER. LIGHTS, SIGNS

AND BARRICADES SHALL BE MOVED AS WORK PROGRESSES.

(G-6) ALL TREES, BRUSH, AND OTHER DEBRIS THAT MIGHT INTERFERE WITH THE FLOW OF WATER SHALL BE CLEANED OUT TO THE RIGHT-OR-WAY LINE, AT EACH STRUCTURE AND BRIDGE, IN A

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

WORK.

(G-8) ALL FLOWLINES THAT ARE TO BE FILLED SHALL BE THOROUGHLY TAMPED BEFORE

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

OTHER ITEMS OF WORK.

(G-9) 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.

(G-11) 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.

(G-12) PRIME COAT SHALL BE APPLIED TO THE SUBGRADE IMMEDIATELY AFTER FINAL COMPACTION

AND SHAPING TO RETAIN MOISTURE FOR PROPER CHEMICAL REACTION OF THE SOIL

ADDITIVE.

(G-13) 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.

(G-39) EXCESS ASPHALT AT JOINTS AND CRACKS IN EXISTING PAVEMENT SHALL BE REMOVED

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

(SP-1) CONTRACTOR AND ALL RELATED CONSTRUCTION ACTIVITIES ARE REQUIRED TO MAINTAIN

NORMAL NOISE LEVELS AND ALL EQUIPMENT AND VEHICLES ARE REQUIRED TO BE PROPERLY

MUFFLED.

(SP-2) THE CONTRACTOR SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA) AND MAINTAIN VIABLE TRENCH SAFETY SYSTEM AT ALL TIMES.

(SP-3) COORDINATE WITH OWNER ON ANY ROAD CLOSURES REQUIRED DURING CONSTRUCTION.

CONTRACTOR TO DEVELOP AND SUBMIT A TRAFFIC CONTROL PLAN PRIOR TO

Walter P. Moore and Associates, Inc.

7666 E 61st St., Suite 251 Tulsa, Oklahoma 74133

918.806.7200

3QUANTITY TABLES

ROADWAY PAY QUANTITY NOTES

(R-2) ESTIMATED QUANTITY ONLY. TO BE USED IN A MANNER APPROVED BY THE ENGINEER, FOR MISCELLANEOUS

GRADING.

(R-4) AN ESTIMATED QUANTITY OF20 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-6) FOR SOLID SLAB SODDING PRICE BID TO INCLUDE COST OF 10-20-10 FERTILIZER, ESTIMATED AT 200 POUNDS PER

1,000 SY .

(R-7) FOR SOLID SLAB SODDING PRICE BID TO INCLUDE COST OF WATERING, ESTIMATED AT 80 GALLONS PER SY .

(R-8) PRICE BID TO INCLUDE COST OF ALL NECESSARY MAINTENANCE, MAINTAINING DEVICE IN PROPER UPRIGHT POSITION, REMOVAL OF DEVICE, AND REMOVAL OF SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE

DEVICE.

(R-16) PAYMENT FOR THIS ITEM WILL BE THE THEORETICAL CROSS SECTION MULTIPLIED BY THE INSTALLED LENGTH.

(R-19) PRICE BID TO INCLUDE THE CHEMICAL ADDITIVE(S) TO ACHIEVE THE RATE SPECIFIED FOR THE APPROPRIATE SOIL CLASSIFICATION AS SPECIFIED IN THE MOST CURRENT ODOT MATERIALS DIVISION OHD L-50. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CLASSIFY THE SOIL AND DETERMINE THE APPROPRIATE ADDITIVE(S).

(R-25) ESTIMATED AT 0.075 GALLONS PER SQUARE YARD OF ORIGINAL EMULSION OF TACK COAT (BEFORE DILUTION FOR

APPLICATION) IN ACCORDANCE WITH SECTION 407 OF THE STANDARD SPECIFICATIONS..

(R-26) ESTIMATED AT 112 LBS. PER SQ. YD. PER 1” THICK.

(R-29) PRICE BID TO INCLUDE COST OF FOG SEAL, MEETING THE REQUIREMENTS OF SECTION 407 OF THE STANDARD

SPECIFICATIONS.

(R-39) INCLUDES REMOVAL OF ALL EXISTING ROADWAY DRAINAGE STRUCTURES, HEADWALLS (UNLESS OTHERWISE

SPECIFIED), INLETS, FENCES, AND OTHER STRUCTURES WITHIN THE RIGHT OF WAY.

(R-40) TO BECOME THE PROPERTY OF AND BE DISPOSED OF BY THE CONTRACTOR IN A MANNER APPROVED BY THE

ENGINEER.

(R-41) MATERIALS REMOVED SHALL NOT BE MEASURED FOR PAYMENT UNDER SECTION 202.06 UNCLASSIFIED

EXCAVATION.

FABRIC REINFORCEMENT EXISTING

ASPHALT

PAVING

EXISTING

GROUND

TYPICAL SECTION 1

ASPHALT OVERLAY

SCALE 1"= 2'

2" ASPHALT CONCRETE OVERLAY

TYPE S4 (PG 64-22)

1" NOMINAL

ASPHALT CONCRETE

FOR LEVELING TYPE

S5 (PG 70-28)

10' ± 10' ±

20' ± MATCH EXISTING WIDTH

℄ ROAD

1' 1'

TACK COAT

MATCH

EX SLOPE

MATCH

EX SLOPE

10' ± 10' ±

20' ± MATCH EXISTING WIDTH

℄ ROAD

6" ODOT AGG BASE

W/ FABRIC SEPARATOR

2-2" LIFTS OF ASPHALT CONCRETE

TYPE S3 (PG 64-22)

EXISTING

GROUND

TYPICAL SECTION 2

ASPHALT RECONSTRUCTION

SCALE 1" = 2'

8" COMPACTED SUBGRADE

2" ASPHALT CONCRETE OVERLAY

TYPE S4 (PG 64-22)

MATCH

EX SLOPE

MATCH

EX SLOPE

10' ± 10' ±

20' ± MATCH EXISTING WIDTH

TACK COAT AND FABRIC

REINFORCEMENT

2" COLD MILL AC PAVEMENT

2" ASPHALT CONCRETE OVERLAY

TYPE S4 (PG 64-22)

EXISTING

GROUND

TYPICAL SECTION 3

ASPHALT MILL AND OVERLAY

SCALE 1" = 2'

EX. CURB TO

REMAIN

IF NO CURB IS PRESENT WITH CURB PRESENT

EXISTING ASPHALT

PAVEMENT

MATCH

EX SLOPE

MATCH

EX SLOPE

EXISTING

GROUND

2" ASPHALT CONCRETE OVERLAY

TYPE S4 (PG 64-22)

10' ±

TYPICAL SECTION 4

OVERLAY AT ASPHALT DRIVES

SCALE 1" = 2'

5% MAX SLOPE

2" TAPER MILL

EXISTING

GROUND

2" ASPHALT CONCRETE OVERLAY

TYPE S4 (PG 64-22)

10' ±

TYPICAL SECTION 5

OVERLAY AT FIELD ENTRANCES

SCALE 1" = 2'

10% MAX SLOPE

2" TAPER MILL

Walter P. Moore and Associates, Inc.

7666 E 61st St., Suite 251 Tulsa, Oklahoma 74133

918.806.7200

4TYPICAL SECTIONS &

DETAILS

X X

EX BUILDING

EX SIDEWALK

EX CONCRETE

PAD

EX BUILDING

EX SIDEWALK

EX BUILDING

CUSTER ST

W CHEYENNE ST

2N D

PHASE 3ARAPAHO ST

N O

S T

PHASE 3TRUCK ST 1ST ST

S T

4TH ST

5TH ST

5T H

S T

1ST ST

S U

SEE DETAIL C

SHEET 7

O R

EAST CAM

PUS ROAD - PH 2

138913 89 13

93 13

PHASE 2

PHASE 3

PHASE 2

PHASE 3

PHASE 1

X X

26'

82.6'

'21'

PHASE 1

Walter P. Moore and Associates, Inc.

7666 E 61st St., Suite 251 Tulsa, Oklahoma 74133

918.806.7200

5PAVING PLAN FORT ROADS -

PHASE 3

TYPICAL SECTION 3

ASPHALT MILL AND OVERLAY

TYPICAL SECTION 2

ASPHALT RECONSTRUCTION

TYPICAL SECTION 1

ASPHALT OVERLAY

LEGEND

PHASE 1

DETAIL C

SCALE 1" = 20'

XXXXXXXXXXXXXXXXXXXXXXXX

X X

X X X X X X X X X X X X X X X X X X X X X X X X

X X

FORT RENO RD - PH 2

SEE DETAIL B

SHEET 7

SEE DETAIL A

SHEET 8

M E

/ G

FO T

M E

/ G

C M

E / 5

X5 B

O X

W / 2

O N

D U

R O

U N

D M

E / G

W / 1

C O

N D

T O

B O

X M E

/ G

R M

E / G

M E

/ 2

W / 1

C O

N D

T O

G R

O U

N D

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E 40' Right-of-W ay per FAP-164(9) 40' Right-of-W ay per FAP-164(9)

AT&T

FENCE, 5BW

GRAZINGLANDS

RESEARCH LABORATORY

AT&TPIONEER

FENCE, 6BW

FENCE, 6BW FENCE, 6BW

EXPOSED RCB

18" RCP

CONCRETE SILTED FL = 1400.68

18" RCP

FL = 1399.38

4'X2' RCB

FL = 1394.02

4'X2' RCB

FL = 1394.12

PHASE 1 PHASE 2

FORT RENO RD - PH 1

X X

XXXXXXXXXXXXXXXXXXX

XXXXXXXXX

X X X X X X X X X X

X X X X X X X X X X X X X X X X X

X X

FORT RENO RD -PH 2

FLOWLINE (TYP)

EX STORM PIPEFIELD ENTRANCE

EX STORM PIPE

PHASE 1

SEE DETAIL C

SHEET 7

FENCE, 6BW

FENCE, 4BW

6.8'X2.5' RCB

FL = 1364.69

6.8'X2.5' RCB

FL = 1364.63

61 1361

63 136313

N E

Walter P. Moore and Associates, Inc.

7666 E 61st St., Suite 251 Tulsa, Oklahoma 74133

918.806.7200

6PAVING PLAN

FORT RENO RD (1)

TYPICAL SECTION 3

ASPHALT MILL AND OVERLAY

TYPICAL SECTION 2

ASPHALT RECONSTRUCTION

TYPICAL SECTION 1

ASPHALT OVERLAY

LEGEND

X X

XXXXXXX

X X

X X X X X X

X X

EX STORM PIPE

EX BUILDING

FLOWLINE (TYP)

FIELD ENTRANCE

EX STORM PIPE

EX BUILDING

530'

PHASE 1 FORT RENO RD - PH 2

EAST CAMPUS ROAD - PH 2

PHASE 3

PHASE 2

PHASE 1

1402.30'

CLR1

ME / GATE KEYPAD

FO T

1402.12'

CLR1

1401.79'

CLR1

1401.53'

CLR1

1401.13'

CLR1

1400.57'

CLR1 PC 1400.44'

CLR1

ME / GATE BOX SEE PICME / 5X5 BOX W/ 2 1/2IN CONDUITS TO GROUNDME / GATE SENSOR W/ 1/2IN CONDUIT TO BOX

ME / GATE SENSORME / GATE BOX SEE PICME / 2 2X1IN W/ 1/2IN CONDUIT TO GROUND

OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

FO FO FO FO FO FO

RESEARCH LABORATORY

AT&T

PIONEER

R35' R25'

297.8'

XXXXXXXXX

X X X X X X X X X

EXPOSED RCB

4'X2' RCB

FL = 1394.12

120'

XXX

XXXXX

X X X X X X X X

6.8'X2.5' RCB

FL = 1364.69

6.8'X2.5' RCB

FL = 1364.63

18'

200'

PHASE 1

N E

Walter P. Moore and Associates, Inc.

7666 E 61st St., Suite 251 Tulsa, Oklahoma 74133

918.806.7200

7PAVING PLAN

FORT RENO RD (2)

TYPICAL SECTION 3

ASPHALT MILL AND OVERLAY

TYPICAL SECTION 2

ASPHALT RECONSTRUCTION

TYPICAL SECTION 1

ASPHALT OVERLAY

LEGEND

DETAIL A

SCALE 1" = 20'

DETAIL B

SCALE 1" = 20'

DETAIL C

SCALE 1" = 20'

TP 1397.73

RCB - 1

38 LF 4' X 2' RCB W/O WINGWALLS

FL IN = 1393.3

FL OUT = 1393.0

TP 1397.9

FL 1425.465 LF 18" RCP WITH PRECAST END

SECTIONS

FL 1419.9

PROP DITCH

EX. R/WEX. R/W

RCB - 3

35 LF 8' X 3' RCB W/O WINGWALLS

FL IN = 1363.1

FL OUT = 1362.75

TP 1369TP 1369.167

TP 1369.167

XXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXX

X X

TREELINE (TYP)

EX BUILDING

EX CONCRETE

PAD

EX SIDEWALK

FIELD ENTRANCE

FIELD ENTRANCE EX STORM PIPE

EAST CAMPUS ROAD - PH 2

13631365

671369

X X

XXX

FLOWLINE (TYP)

TREELINE (TYP)

FLOWLINE (TYP)

TREELINE (TYP)

EX BRIDGE D

EX GUARDRAIL

FIELD ENTRANCE

BEGIN 100'

TRANSITION TO

MATCH EXISTING

BEGIN 100'

TRANSITION TO

MATCH EXISITNG

END OVERLAY AT

BRIDGE D

RECONSTRUCTION

BEGIN OVERLAY AT

BRIDGE D

RECONSTRUCTION

EAST CAMPUS ROAD - PH 2

N E

LIN

Walter P. Moore and Associates, Inc.

7666 E 61st St., Suite 251 Tulsa, Oklahoma 74133

918.806.7200

8PAVING PLAN

ROAD 1 (1)

TYPICAL SECTION 3

ASPHALT MILL AND OVERLAY

TYPICAL SECTION 2

ASPHALT RECONSTRUCTION

TYPICAL SECTION 1

ASPHALT OVERLAY

X X

X X X X X X

X X X X X X X X

XXXXXXXXXXXX

XXXXXXX

XXX

FLOWLINE (TYP)

CATTLE PENS

FIELD ENTRANCE

STORM

PIPE

EX BUILDING

EX STORM PIPE

BEGIN 100'

TRANSITION TO

MATCH EXISTING

END OVERLAY AT

EXISTING GATE

EAST CAMPUS ROAD - PH 2

77 13

1375 13

N E

Walter P. Moore and Associates, Inc.

7666 E 61st St., Suite 251 Tulsa, Oklahoma 74133

918.806.7200

9PAVING PLAN

ROAD 1 (2)

TYPICAL SECTION 3

ASPHALT MILL AND OVERLAY

TYPICAL SECTION 2

ASPHALT RECONSTRUCTION

TYPICAL SECTION 1

ASPHALT OVERLAY

X X

O R

EX BUILDING

EX SIDEWALK

EX CONCRETE

PAD

EX BUILDING

EX SIDEWALK

EX BUILDING

PLACE SILT FENCE

PERPENDICULAR TO

DITCH FLOW EVERY 100'

PLACE SILT FENCE

PERPENDICULAR TO

DITCH FLOW EVERY 100'

Walter P. Moore and Associates, Inc.

7666 E 61st St., Suite 251 Tulsa, Oklahoma 74133

918.806.7200

10EROSION CONTROL PLAN (1)

LEGEND

EX CONTOURS

PROP CONTOURS

SILT FENCE

CONSTRUCTION ENTRANCE

INLET SEDIMENT FILTER

CURB OPEN SEDIMENT FILTER

FLOW DIRECTION

SILT DIKE

XXXXXXXXXXXXXXXXXXXXXXXX

X X

X X X X X X X X X X X X X X X X X X X X X X X X

X X

FORT RENO RD

PLACE SILT FENCE

PERPENDICULAR TO

DITCH FLOW EVERY 100'

138713

971399

X X

XXXXXXXXXXXXXXXXXXX

XXXXXXXXX

X X X X X X X X X X

X X X X X X X X X X X X X X X X X

X X

FORT RENO RD

FLOWLINE (TYP)

EX STORM PIPEFIELD ENTRANCE

EX STORM PIPEPLACE SILT FENCE

PERPENDICULAR TO

DITCH FLOW EVERY 100'

71 13

N E

Walter P. Moore and Associates, Inc.

7666 E 61st St., Suite 251 Tulsa, Oklahoma 74133

918.806.7200

11EROSION CONTROL PLAN (2)

LEGEND

EX CONTOURS

PROP CONTOURS

SILT FENCE

CONSTRUCTION ENTRANCE

INLET SEDIMENT FILTER

CURB OPEN SEDIMENT FILTER

FLOW DIRECTION

SILT DIKE

X X

XXXXXXX

X X

X X X X X X

X X

FORT RENO RD

EX STORM PIPE

EX BUILDING

FLOWLINE (TYP)

FIELD ENTRANCE

EX STORM PIPE

EX BUILDING

PLACE SILT FENCE

PERPENDICULAR

TO DITCH FLOW

EVERY 100'

N E

Walter P. Moore and Associates, Inc.

7666 E 61st St., Suite 251 Tulsa, Oklahoma 74133

918.806.7200

12EROSION CONTROL PLAN (3)

LEGEND

EX CONTOURS

PROP CONTOURS

SILT FENCE

CONSTRUCTION ENTRANCE

INLET SEDIMENT FILTER

CURB OPEN SEDIMENT FILTER

FLOW DIRECTION

SILT DIKE

XXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXX

X X

FORT RENO RD

TREELINE (TYP)

ROAD 1

EX BUILDING

EX CONCRETE

PAD

EX SIDEWALK

FIELD ENTRANCE

FIELD ENTRANCE EX STORM PIPE

13611371

136313

135113 511361

137113 81 13

135513 571359

136313

PLACE SILT FENCE

PERPENDICULAR TO

DITCH FLOW EVERY 100'

X X

XXX

FLOWLINE (TYP)

TREELINE (TYP)

FLOWLINE (TYP)

ROAD 1

TREELINE (TYP)

EX BRIDGE

EX GUARDRAIL

FIELD ENTRANCE

PLACE SILT FENCE

PERPENDICULAR TO

DITCH FLOW EVERY 100'

N E

LIN

Walter P. Moore and Associates, Inc.

7666 E 61st St., Suite 251 Tulsa, Oklahoma 74133

918.806.7200

13EROSION CONTROL PLAN (4)

LEGEND

EX CONTOURS

PROP CONTOURS

SILT FENCE

CONSTRUCTION ENTRANCE

INLET SEDIMENT FILTER

CURB OPEN SEDIMENT FILTER

FLOW DIRECTION

SILT DIKE

X X X X X X

X X X X X X X X

XXXXXXXXXXXX

XXXXXXX

XXX

FLOWLINE (TYP)

CATTLE PENS

FIELD ENTRANCE

STORM

PIPE

EX BUILDING

ROAD 1

EX STORM PIPE

PLACE SILT FENCE

PERPENDICULAR TO

DITCH FLOW EVERY 100'

138113831385

75 13

77 13

71 13

71 13 73 13

75 13

N E

Walter P. Moore and Associates, Inc.

7666 E 61st St., Suite 251 Tulsa, Oklahoma 74133

918.806.7200

14EROSION CONTROL PLAN (5)

LEGEND

EX CONTOURS

PROP CONTOURS

SILT FENCE

CONSTRUCTION ENTRANCE

INLET SEDIMENT FILTER

CURB OPEN SEDIMENT FILTER

FLOW DIRECTION

SILT DIKE

X X

O R

001400

13701370

1390 13

1410141014

US RT 66

US 40 BUSINESS

Walter P. Moore and Associates, Inc.

7666 E 61st St., Suite 251 Tulsa, Oklahoma 74133

918.806.7200

15DRAINAGE AREA MAP

LEGEND

EXISTING CONTOUR

PROPERTY LINE

DRAINAGE AREA BOUNDARY

725 725

DRAINAGE AREA LABEL

ACRES

DRAINAGE AREA 100YR RUNOFF (CFS)

File details come from the government source that posted it. Updated Nov 8, 2023.