6-05-17-ST-223B Bella Rosa Drive Bridge Replacement - Final Submittal.pdf

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WARD 5

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PROJECT LOCATION - WARD 5

C1

SHEET NO.

SCALE

PROJECT NO.

04/24/2025

DATE

DESIGNED

CHECKED

CKS

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DRAWN BY

ROD

05-17-ST-223B

REVISIONS DATE

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PROJECT NO. 05-17-ST-223B

BELLA ROSA DRIVE

BRIDGE REPLACEMENT

LITTLE ROCK, AR

2019-2021

BOND PROGRAM

1"=250'

Know what's below.

before you dig.Call

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ISSUED FOR BID

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SHEET NO.

SCALE

PROJECT NO.

04/23/2025

DATE

DESIGNED

CHECKED

CKS

JJG

DRAWN BY

ROD

05-17-ST-223B

REVISIONS DATE

24" CMP/RCP/DIP

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ISSUED FOR BID

GENERAL NOTES:

1. THE EXISTING UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND MAY NOT INCLUDE

ALL LINES PRESENT. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL 811, AND COORDINATE FIELD LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO BEGINNING GRADING ACTIVITIES.

!!STOP!! CALL BEFORE YOU DIG!!

2. UTILITIES AS SHOWN WERE OBTAINED FROM INFORMATION INDICATED ON THE SURVEY OR BY FIELD

OBSERVATION. CONTRACTOR SHALL FIELD VERIFY ALL HORIZONTAL AND VERTICAL LINES AND

GRADES OF EXISTING UTILITIES PRIOR TO THE CONSTRUCTION OF IMPROVEMENTS. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY UPON DISCOVERY OF A DISCREPANCY BETWEEN THE

CONTRACT DRAWINGS AND ACTUAL FIELD CONDITIONS.

3. CONTRACTOR SHALL NOT CHANGE OR DEVIATE FROM THE PLANS WITHOUT FIRST OBTAINING

WRITTEN APPROVAL FROM THE OWNER AND ENGINEER.

4. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL PERMITS AND PAY ALL FEES AS REQUIRED BY

THE CONSTRUCTION COVERED IN THESE PLANS.

5. ALL WORK AND MATERIALS SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER OR

THE OWNER'S REPRESENTATIVE.

EXIST. SS MH #279

TOP RIM=274.15

FL=264.25 (8" PVC (N)

FL=264.15 (8" PVC (S)

EXIST. SS MH #280

TOP RIM=276.77

FL=263.87 (8" PVC (N)

FL=261.42 (18" DUCTILE (E)

FL=262.37 (8" PVC (S)

FL=261.37 (18" DUCTILE (W)

EXIST. SS MH #281

TOP RIM=279.01

FL=266.91 (8" PVC (S)

FL=266.41 (8" PVC (N)

EXIST. SS MH #288

TOP RIM=275.38

FL=262.18 (18" DUCTILE (E)

FL=262.08 (18" DUCTILE (W)

EXIST. SS MH #289

TOP RIM=276.47

FL=263.77 (18' DUCTILE (E)

FL=263.67 (18" DUCTILE (W)

30" RCP

FL=270.08'

30" RCP

FL=270.08'

4' TALL CHAIN LINK FENCE

4' TALL CHAIN LINK FENCE

PULASKI COUNTY

PROPERTY ID

53L0242100001

BELLA ROSA

ESTATES

PULASKI COUNTY

PROPERTY ID

53L0240001200

BELLA ROSA

COMMERCE CENTER

LLC

PULASKI COUNTY

PROPERTY ID

53L0240600200

RICE MARTIN

RYAN & NANCY

LOUISE

PULASKI COUNTY

PROPERTY ID

53L0240600300

SANDRA K STROBEL

PULASKI COUNTY

PROPERTY ID

53L0242101200

JT REVOC TRUST

BENJAMIN & DONNA J

WIEDOWER

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36" WIDE

CONCRETE AND

STUCCO WALL

PULASKI COUNTY

PROPERTY ID

53L0240000102

CITY OF LITTLE ROCK

FLOW

FLOW

20'

40'

DRAINAGE AND UTILITY EASEMENT

DRAINAGE AND UTILITY EASEMENT

REMOVE RAMP

(DO NOT DISTURB)

(DO NOT DISTURB)

(DO NOT DISTURB)

REMOVE AND DISPOSE OF EXISTING

BRIDGE STRUCTURE AND WINGWALLS

LIMITS OF DETAILED

SURVEY

GATE

(DO NOT DISTURB)

LIMITS OF DETAILED

SURVEY

APPROXIMATE

EXISTING DRAINAGE

EXISTING DITCH

WOOD FENCE RUNS ALONG

PROPERTY LINE

SAWCUT AND REMOVE EXISTING

CONCRETE DRIVE.

REMOVE "ROAD

NARROWS" SIGN

REMOVE

SIGN

SAWCUT

SAWCUT

16'

REMOVE AND DISPOSE OF

EXISTING RIPRAP

SAWCUT

EXISTING COMMUNICATIONS LINE

NOT LOCATED. CONTRACTOR TO

FIELD VERIFY LINE LOCATION

AND NOTIFY ENGINEER IF IN

CONFLICT.

APPROXIMATE LIMITS

OF CONSTRUCTION

INSTALL TEMPORARY

ROCK CHECK DAM

PER DETAIL PW-68

INSTALL TEMPORARY

ROCK DAM PER

DETAIL PW-70

INSTALL 32 LF SILT

FENCE ON CONTOUR

INSTALL TEMPORARY ROCK CHECK

DAM PER DETAIL PW-68

1. NORTH IS REFERENCED TO NAD83 (2011) AR STATE PLANE

COORDINATE SYSTEM, NORTH ZONE, U.S. SURVEY FEET.

2. ELEVATIONS ARE REFERENCED TO NAVD88 AS DETERMINED

THROUGH GPS OBSERVATIONS.

3. UNDERGROUND UTILITIES ARE SHOWN BASED ON MARKINGS

LEFT PURSUANT TO ARKANSAS ONE CALL LOCATE REQUEST

TICKET NUMBER 231101-1345 ALONG WITH ABOVE GROUND

VISIBLE EVIDENCE AND THE PULASKI COUNTY PAGIS GIS. NO

EXCAVATIONS WERE MADE DURING THE COURSE OF THIS

SURVEY TO DETERMINE THE EXISTENCE OR ACCURATE

LOCATION OF UNDERGROUND UTILITIES. FIELD VERIFY ALL

UNDERGROUND FACILITIES PRIOR TO ANY EXCAVATIONS.

4. THE SUBJECT PROPERTY LIES IN FLOOD ZONE "AE", AREAS

DETERMINED TO BE WITHIN THE 1% ANNUAL CHANCE

FLOODPLAIN., BASED ON GRAPHICAL MAPPING AND SCALING

ONLY FROM F.E.M.A. FLOOD INSRUANCE RATE MAP NO.

05119C0312G, LAST REVISED JULY 6, 2015.

5. FIELD WORK WAS COMPLETED NOVEMBER 9, 2023.

SURVEY NOTES:

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C3

SHEET NO.

SCALE

PROJECT NO.

1"=20'

04/24/2025

DATE

DESIGNED

CHECKED

JJG

JJG

DRAWN BY

ROD

05-17-ST-223B

REVISIONS DATE

ISSUED FOR BID

Know what's below.

before you dig.Call

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SITE PREPARATION NOTES:

1. PROTECT EXISTING FEATURES OUTSIDE LIMITS OF DEMOLITION.

2. PROTECT EXISTING BUILDINGS, APPURTENANCES AND DRIVE

ENTRANCES AS NOTED.

3. PROTECT EXISTING WATER LINES, GAS LINES, ELECTRIC LINES, LIGHT

POLES, POWER POLES, TELEPHONE LINES, SEWER LINES AND

RELATED COMPONENTS AND ALL OTHER EXISTING UTILITIES

DESIGNATED TO REMAIN.

4. DEMOLITION OR EXCAVATION BY BLASTING WILL NOT BE PERMITTED

ON THIS PROJECT.

5. DEMOLISH EXISTING DRIVEWAY APRONS NOTED. SAW CUT AND

REMOVE EXISTING CURB AND GUTTER 5 FEET EACH WAY FROM

DRIVEWAY APRON.

6. FOR CLEANUP SEE SPECIFICATIONS.

7. WHERE PARTIAL REMOVAL OF PAVING, CONCRETE, SIDEWALK, CURB

& GUTTER, OR OTHER IMPROVEMENT IS NOTED, SAWCUT THE

MATERIAL AT THE REMOVAL LINE. ROUGH OR RAGGED EDGES AT

LIMITS OF REMOVAL WILL NOT BE ACCEPTABLE.

EROSION CONTROL NOTES:

1. PROVIDE EROSION CONTROL MEASURES TO PREVENT SOIL EROSION AND

DISCHARGE OF SOIL-BEARING WATER RUNOFF OR AIRBORNE DUST TO

ADJACENT PROPERTIES AND WALKWAYS.

2. LIMITS OF EROSION AND SEDIMENT CONTROL STRUCTURES SHOWN ARE

SCHEMATIC. NECESSARY EROSION AND SEDIMENT CONTROL MEASURES

DEPEND HEAVILY ON CONTRACTOR SCHEDULING AS WELL AS MEANS AND

METHODS. ANY ADDITIONAL TYPE OR QUANTITY OF STRUCTURES NOT

SHOWN THAT ARE NECESSARY TO PREVENT SEDIMENT FROM LEAVING

THE SITE ARE THE CONTRACTOR'S RESPONSIBILITY.

3. CONSTRUCT EROSION CONTROL IMPROVEMENTS PRIOR TO BEGINNING OF

ANY OTHER WORK.

4. FREQUENTLY INSPECT AND REPAIR OR REPLACE EROSION AND SEDIMENT

CONTROL MEASURES PROMPTLY AS NEEDED.

5. DISPOSE OF SEDIMENT TRAPPED BY THESE PRACTICES IN AN APPROVED

SITE IN A MANNER THAT WILL NOT CONTRIBUTE TO ADDITIONAL SILTATION.

6. REMOVE ACCUMULATED SILT WHEN IT REACHES A DEPTH OF 6 INCHES AND

DISPOSE OF IN AN APPROVED SPOIL SITE OR AS ABOVE.

7. DO NOT ALLOW SILT FENCES TO OBSTRUCT SIDEWALKS, BUILDING

ENTRANCES OR DRIVEWAYS.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL

EROSION & SEDIMENT CONTROL MEASURES AND PRACTICES THROUGHOUT

THE PROJECT. ANY AND ALL FINES ASSOCIATED WITH EROSION CONTROL

VIOLATIONS WILL BE THE CONTRACTOR'S RESPONSIBILITY.

9. EROSION CONTROL IS THE CONTRACTOR'S RESPONSIBILITY. THIS PLAN

SHOULD BE USED AS A GUIDE AND REPRESENTS THE MINIMUM EROSION

CONTROL DEVICES REQUIRED.

10. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY

EROSION & SEDIMENT CONTROL DEVICES AFTER COMPLETION OF

CONSTRUCTION AND ONLY WHEN AREAS HAVE BEEN STABILIZED WITH A

HEALTHY STAND OF PERMANENT VEGETATION.

11. THE CONTRACTOR SHALL PROVIDE ANY TEMPORARY STABILIZATION AS

REQUIRED.

12. ALL EROSION CONTROL DEVICES SHALL CONFORM TO THE APPLICABLE

SECTIONS OF THE STANDARD SPECIFICATIONS AND DESIGN CRITERIA OF

THE ENGINEERING DIVISION, DEPARTMENT OF PUBLIC WORKS, CITY OF

LITTLE ROCK, ARKANSAS.

13. THE CONTRACTOR WILL BE REQUIRED TO CLEAN THE STREETS OF

DEPOSITED MUD AS FREQUENTLY AS NEEDED AS DETERMINED BY THE

ENGINEER IN ORDER TO KEEP THEM USABLE AND TO CONTROL DUST.

14. CONTRACTOR IS RESPONSIBLE FOR PHASED INSTALLATION OF EROSION

CONTROL BMP'S IN ORDER TO PREVENT SEDIMENT FROM BREACHING THE

LIMITS OF DISTURBANCE.

EXIST. SS MH #279

TOP RIM=274.15

FL=264.25 (8" PVC (N)

FL=264.15 (8" PVC (S)

EXIST. SS MH #280

TOP RIM=276.77

FL=263.87 (8" PVC (N)

FL=261.42 (18" DUCTILE (E)

FL=262.37 (8" PVC (S)

FL=261.37 (18" DUCTILE (W)

EXIST. SS MH #281

TOP RIM=279.01

FL=266.91 (8" PVC (S)

FL=266.41 (8" PVC (N)

EXIST. SS MH #288

TOP RIM=275.38

FL=262.18 (18" DUCTILE (E)

FL=262.08 (18" DUCTILE (W)

EXIST. SS MH #289

TOP RIM=276.47

FL=263.77 (18' DUCTILE (E)

FL=263.67 (18" DUCTILE (W)

30" RCP

FL=270.08'

30" RCP

FL=270.08'

4' TALL CHAIN LINK FENCE

PULASKI COUNTY

PROPERTY ID

53L0242100001

BELLA ROSA

ESTATES

PULASKI COUNTY

PROPERTY ID

53L0240001200

BELLA ROSA

COMMERCE CENTER

LLC

PULASKI COUNTY

PROPERTY ID

53L0240600200

RICE MARTIN

RYAN & NANCY

LOUISE

PULASKI COUNTY

PROPERTY ID

53L0240600300

SANDRA K STROBEL

PULASKI COUNTY

PROPERTY ID

53L0242101200

JT REVOC TRUST

BENJAMIN & DONNA J

WIEDOWER

BE

LL

A R

O

SA

D R

IV

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(5 0'

R /W

SI

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36" WIDE CONCRETE AND

STUCCO WALL

PULASKI COUNTY

PROPERTY ID

53L0240000102

CITY OF LITTLE ROCK

FLOW

FLOW

8" PVC SS

FL 263.7±

CROWN 264.4±

1+00

1+50

2+00

2+50

3+00

3+10

BP: 1+00.00

EP: 3+09.61

PI: 1+33.74

PI: 2+41.82

20'

40'

DRAINAGE AND UTILITY EASEMENT

DRAINAGE AND UTILITY EASEMENT

L1 L2

L3

(DO NOT DISTURB)

4' TALL CHAIN LINK FENCE

DO NOT DISTURB

10 LF SIDEWALK TRANSITION ZONE

FROM 5' TO 4' WIDTH

LIMITS OF DETAILED

SURVEY

GATE

(DO NOT DISTURB)

LIMITS OF DETAILED

SURVEY

EXISTING DITCH

WOOD FENCE RUNS ALONG

PROPERTY LINE

ENCASE 19 LF EXISTING 18" SANITARY

SEWER BENEATH FOOTING

(SEE STRUCTURAL)

INSTALL 12" THICK GROUTED RIPRAP

PAD PER DETAIL PW-60 W/ FILTER

FABRIC PER AASHTO M288

APPROXIMATE LIMITS

OF CONSTRUCTION

SAWCUT AND REMOVE EXISTING

CONCRETE DRIVE. REPLACE TO

MATCH EXISTING.

INSTALL 12" THICK GROUTED RIPRAP

PAD PER DETAIL PW-60 W/ FILTER

FABRIC PER AASHTO M288

CONSTRUCT 115 LF

CONCRETE SIDEWALK

(5' WIDTH)

BRIDGE CL

INLET EL = 266.38

N 170,508.38 E 1,177,303.11

BRIDGE CL

OUTLET EL = 266.32

N 170,508.17 E 1,177,267.95

3:1

2.5:1

10' 12'-6"

14'

EXISTING COMMUNICATIONS LINE

NOT LOCATED. CONTRACTOR TO

FIELD VERIFY LINE LOCATION

AND NOTIFY ENGINEER IF IN

CONFLICT.

REMOVE

SIGN

ENCASE 63 LF OF

8" SANITARY SEWER

CL STRUCTURE

STA 1+85.40

(DO NOT DISTURB)

Line Table: Alignments Line #

L1

L2

L3

Length

33.74

108.09

67.79

Direction

N2° 36' 24.37"E

N0° 20' 15.62"W

N1° 06' 58.62"E

Start Point

(1177286.80,170422.92)

(1177288.34,170456.63)

(1177287.70,170564.71)

End Point

(1177288.34,170456.63)

(1177287.70,170564.71)

(1177289.02,170632.49)

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SHEET NO.

SCALE

PROJECT NO.

1"=20'

04/24/2025

DATE

DESIGNED

CHECKED

JJG

JJG

DRAWN BY

ROD

05-17-ST-223B

REVISIONS DATE

ISSUED FOR BID

Know what's below.

before you dig.Call

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SITE IMPROVEMENT NOTES:

1. THE CONSTRUCTION COVERED BY THESE PLANS SHALL CONFORM TO THE LATEST ADDITIONS OF THE

CITY OF LITTLE ROCK PUBLIC WORKS DEPARTMENT "CONTRACT CONDITIONS AND SPECIFICATIONS", AS

ADOPTED NOVEMBER 2015.

2. THE EXISTING UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND MAY NOT INCLUDE ALL LINES PRESENT. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL "811", AND COORDINATE FIELD LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO BEGINNING GRADING ACTIVITIES. CONTACT

THE ENGINEER FOR INSTRUCTIONS WHENEVER ANY CONFLICTS ARE DISCOVERED.

3. THE CONTRACTOR SHALL NOT CHANGE OR DEVIATE FROM THE PLANS WITHOUT FIRST OBTAINING

WRITTEN APPROVAL FROM THE OWNER AND ENGINEER.

4. ALL WORK AND MATERIALS SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER OR THE

OWNER'S REPRESENTATIVE.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE PUBLIC STREETS IN THE VICINITY OF THE

JOB SITE CLEAN AND FREE OF ROCKS, SOIL AND DEBRIS.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF THE RIGHT-OF-WAY AND FOR DAMAGED IMPROVEMENTS SUCH AS CURBS, SIDEWALKS, STREET LIGHT AND TRAFFIC SIGNAL JUNCTION BOXES, TRAFFIC SIGNAL LOOP LEAD INS, SIGNAL POLES, ETC. DAMAGED IMPROVEMENTS SHALL BE REPAIRED IN CONFORMANCE WITH THE LATEST CITY STANDARDS AND THE CITY'S SATISFACTION.

7. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING BERMS, SILT FENCES, OR OTHER MEANS TO

PREVENT ERODED MATERIALS FROM REACHING THE PUBLIC RIGHT-OF -WAY AND ADJACENT

PROPERTIES. IN THE EVENT THE PREVENTION MEASURES ARE NOT EFFECTIVE, THE CONTRACTOR SHALL REMOVE ANY DEBRIS, SILT, OR MUD AND RESTORE THE RIGHT-OF-WAY TO ORIGINAL OR BETTER

CONDITION. REFER TO SHEET C3 FOR ADDITIONAL INFORMATION.

8. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL DOWNSTREAM EROSION AND SILTATION DURING ALL PHASES OF CONSTRUCTION. EROSION CONTROL PROCEDURES SHALL BE IN PLACE PRIOR

TO BEGINNING GRADING ACTIVITIES.

9. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS. ANY PROPERTY CORNERS DISTURBED OR DAMAGED BY GRADING ACTIVITIES SHALL BE RESET BY A PROFESSIONAL LAND

SURVEYOR LICENSED IN THE STATE OF ARKANSAS, AT THE CONTRACTORS EXPENSE.

10. THE CONTRACTOR SHALL CLEAN OUT ALL EXISTING AND PROPOSED INLETS, PIPES AND MANHOLES OF DEBRIS AND SEDIMENTATION AT COMPLETION OF SITEWORK. THIS WORK SHALL BE DONE TO THE

SATISFACTION OF THE OWNER & CITY.

11. THE CONTRACTOR SHALL RETAIN FLOATABLE WIND BLOWN MATERIALS ON SITE BY STORING ALL TRASH

AND BUILDING MATERIAL WASTE IN ENCLOSURES UNTIL PROPER DISPOSAL AT AN OFF-SITE

FACILITY. CONTRACTOR TO CHECK ADJACENT AREAS DAILY AND PICK UP CONSTRUCTION WASTE

MATERIALS AND DEBRIS THAT HAVE BLOWN OR WASHED OFF-SITE.

12. FOR TESTING PROCEDURES REFER TO GENERAL CONDITIONS AND TECHNICAL SPECIFICATION FOR THE

CITY OF LITTLE ROCK, PUBLIC WORKS DEPARTMENT.

13. CONTRACTOR SHALL NOT ENCROACH ON PRIVATE PROPERTY DURING CONSTRUCTION. ALL

CONSTRUCTION SHALL BE PERFORMED ON PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENT.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SITE SAFETY OF HIS OWN PERSONNEL, ALL

VISITORS TO THE SITE, AND THE GENERAL PUBLIC.

15. THE JOB SITE SHALL BE A DRUG FREE WORK PLACE. CONSUMPTION OF ALCOHOLIC BEVERAGES ON THE

JOB SITE IS STICTLY PROHIBITED.

16. THE CONTRACTOR SHALL REMOVE ALL DEBRIS RESULTING FROM WORK UNDER THIS CONTRACT TO AN

APPROVED DUMP SITE.

17. CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE PUBLIC STREETS IN THE VICINITY OF THE JOB SITE CLEAN AND FREE OF ROCKS, SOIL/MUD AND DEBRIS DURING ALL PHASES OF CONSTRUCTION.

STREET CL PROFILE

1+00

8.

1+20

7.

1+40

6.

6.

1+60

5.

5.

1+80

4.

4.

2+00

4.

4.

2+20

4.

4.

2+40

3.

3.

2+60

3.

2+80

3.

3+00

2.

-4.19%

-1.79%

G R

AD

E

BR

EA

K

ST

A

1+

.6

EL

EV

.8

G R

AD

E

BR

EA

K

ST

A

2+

.0

EL

EV

.7

LOW PT STA: 1+87.76

LOW PT ELEV: 274.69

PVI STA:1+63.85

PVI ELEV:275.12

K:19.97

LVC:47.81

BV

C

S:

+3 9.

BV

C E:

.1

EV

C

S:

+8 7.

EV

C E:

.6

CULVERT CL SECTION

EXISTING ROADWAY ℄

STATION: 1+85.40

ELEVATION: 274.83

DOUBLE 11'x6' CONCRETE

BOX CULVERT

PROPOSED SIDEWALK

PROPOSED HANDRAIL

EXISTING CHANNEL

FLOW LINE

8" PVC SANITARY

SEWER LINE

0+20 0+40 0+60-1+00 -0+80 -0+60 -0+40 -0+20 0+00

ROAD

PROPOSED CORRAL

RAIL

COMPACTED CLASS 7

BASE COURSE

0+80 1+00

COMPACTED CLASS 7

BASE COURSE

24'-0"

(VARIES)

2% TYP

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SHEET NO.

SCALE

PROJECT NO.

N.T.S.

04/23/2025

DATE

DESIGNED

CHECKED

JJG

JJG

DRAWN BY

ROD

05-17-ST-223B

REVISIONS DATE

TYPICAL ROADWAY SECTION (PW-23)

ISSUED FOR BID

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BELLA ROSA CT

HIGHLANDER DR

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TYPE 3 BARRICADES W/ "ROAD CLOSED" SIGNS IN

ROADWAY.

ADA BARRICADES WITH "SIDEWALK CLOSED"

SIGNS ON SIDEWALKS.

"ROAD CLOSED LOCAL

TRAFFIC ONLY"

"ROAD CLOSED LOCAL

TRAFFIC ONLY"

"CONSTRUCTION AHEAD"

"BELLA ROSA DR

CLOSED SOUTH OF

CANTRELL RD"

"BELLA ROSA DR

CLOSED SOUTH OF

CANTRELL RD"

"ROAD CLOSED AHEAD"

"BELLA ROSA DR

CLOSED NORTH OF

BELLA ROSA CT"

"BELLA ROSA DR

CLOSED NORTH OF

BELLA ROSA CT"

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C6

SHEET NO.

SCALE

PROJECT NO.

1"=150'

04/24/2025

DATE

DESIGNED

CHECKED

JJG

JJG

DRAWN BY

ROD

05-17-ST-223B

REVISIONS DATE

TRAFFIC CONTROL NOTES

1.) CONTRACTOR SHALL FOLLOW ALL APPLICABLE STANDARDS AND SPECIFICATIONS SET FORTH BY THE LOCAL AND/OR STATE JURISDICTION AS APPLICABLE. ALL SIGNS, BARRICADES, DRUMS, MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES/SET-UP SHALL CONFORM TO THE MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES (M.U.T.C.D.), MOST CURRENT EDITION.

2.) ALL TRAFFIC CONTROL DEVICES SHALL BE STANDARD IN SIZE, SHAPE, COLOR, AND MESSAGE, IN GOOD CONDITION, AND REFLECTORIZED. ALL SIGNS AND BARRICADES IN PLACE AT NIGHT SHALL BE REFLECTORIZED WITH HIGH INTENSITY SHEETING. ALL SIGNS SHALL BE SECURELY MOUNTED WITH

HEIGHT AND LATERAL LOCATIONS AS DESCRIBED IN THE M.U.T.C.D.

3.) ALL SIGN SPACING SHALL BE 100' MINIMUM BETWEEN EXISTING OR TEMPORARY SIGNING. REFER TO LOCAL, JURISDICTIONAL, AND/OR M.U.T.C.D. FOR APPROPRIATE SPACING OF SIGNING BASED ON

SPEED LIMITS.

4.)THE CONTRACTOR SHALL PLACE AS MANY BARRICADES AS NEEDED TO EFFECTIVELY SHIELD

VEHICLES AND/OR PEDESTRIANS FROM EXPOSED OBJECTS, EXCAVATIONS, AND CONSTRUCTION

ACTIVITIES. ADA PEDESTRIAN BARRICADES SHALL BE INSTALLED AROUND ALL EXCAVATIONS LEFT OPEN DURING NON-CONSTRUCTION PERIODS AND/OR AS DIRECTED BY THE ENGINEER IN CHARGE OF

CONSTRUCTION.

5.) ACCESS SHALL BE MAINTAINED AT ALL DRIVEWAYS AND SIDE-STREETS UNLESS OTHERWISE SHOWN IN PLANS. ROAD CLOSED, LOCAL TRAFFIC ONLY BARRICADES/SIGNING SHALL BE PLACED OFF THE

VEHICLE LANES OF TRAFFIC, ADJACENT TO ROADWAY IN A CONSPICUOUS LOCATION.

6.)THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL TRAFFIC CONTROL DEVICES ON AN

AROUND-THE-CLOCK BASIS, WHETHER OR NOT WORK IS ACTIVELY BEING PURSUED AND ANY

DEFICIENCIES NOTED SHALL BE CORRECTED IMMEDIATELY.

7.) THE TRAFFIC CONTROL REQUIREMENTS SHOWN ON THESE PLANS ARE MINIMUM REQUIREMENTS ONLY AND DO NOT ATTEMPT TO ADDRESS IN DEPTH THE VARIETY OF SITUATIONS THAT MAY OCCUR ONCE CONSTRUCTION HAS STARTED. IN NO WAY DO THE REQUIREMENTS SHOWN ON THESE PLANS

RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY FOR SELECTING THE PROPER TRAFFIC

CONTROL DEVICES AND IMPLEMENTATION PROCEDURES THAT WILL ASSURE THE SAFETY OF

MOTORISTS, PEDESTRIANS, AND WORKERS AT ALL TIMES. ANY ADDITIONAL QUANTITIES OF TRAFFIC

CONTROL DEVICES NECESSARY TO COMPLETE THE CONTRACT OR AS ORDERED BY THE ENGINEER

SHALL BE CONSIDERED SUBSIDIARY TO THE CONTRACT BID PRICE.

8.)CONSTRUCTION VEHICLES PARKED ALONG STREETS AND CONSTRUCTION SIGNS SHALL NOT

RESTRICT SIGHT DISTANCE FOR VEHICLES EXITING AT STREETS OR ANY DRIVES.

9.)THE CONTRACTOR SHALL KEEP ROADWAY CLOSURES DUE TO CONSTRUCTION ACTIVITIES TO A MINIMUM AND PROVIDE ADVANCED NOTICE TO AFFECTED USERS. THE CONTRACTOR SHALL REMOVE

DIRT, MUD, AND OTHER CONSTRUCTION DEBRIS FROM STREETS AND SIDEWALKS IMMEDIATELY.

10.)THE CONTRACTOR SHALL NOTIFY ENFORCEMENT AND EMERGENCY AGENCIES BEFORE THE START OF CONSTRUCTION TO REQUEST THEIR COOPERATION AND TO PROVIDE COORDINATION OF SERVICES WHEN EMERGENCIES ARISE DURING CONSTRUCTION. WHEN THE CONTRACTOR COMPLETES THIS NOTIFICATION WITH ENFORCEMENT AND EMERGENCY AGENCIES, A REPORT SHOULD BE FURNISHED TO THE ENGINEER

ON THE STATUS OF INCIDENT MANAGEMENT.

11.) THE CONTRACTOR MAY, IF NEED ARISES OR AT THE REQUEST OF THE ENGINEER, PLACE REDUCED SPEED LIMIT SIGNING AND WORK ZONE SPEED LIMIT SIGNING IN ADVANCE OF ALL ACTIVE WORK ZONE AREAS. WORK ZONE SPEED LIMIT REDUCTION SHALL NOT BE GREATER THAN 10 MPH THROUGHOUT

CONSTRUCTION AREAS WITHOUT ADVANCED SIGNING IN PLACE. CONTRACTOR SHALL COVER OR

REPLACE ALL SPEED LIMIT SIGNS IN CONFLICT WITH THE WORK ZONE SPEED LIMIT THROUGHOUT THE

CONSTRUCTION AREA.

12.) THE CONTRACTOR SHALL ENSURE THAT ALL TEMPORARY TRAFFIC CONTROL DEVICES ARE

REMOVED PROMPTLY ONCE THEY ARE NO LONGER NEEDED AND THAT THE ROADWAY IS RETURNED

TO ITS ORIGINAL CONDITION.

ISSUED FOR BID

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SHEET NO.

SCALE

PROJECT NO.

04/23/2025

DATE

DESIGNED

CHECKED

ABJ

ENO

DRAWN BY

LAK/KAS

05-17-ST-223B

REVISIONS DATE

NO SCALE

ISSUED FOR BID

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2010 AASHTO LRFD Bridge Design Specifications

Design Specifications:

Design Fill Height (Culvert Barrel) = 0 ft to 2 ft

Equivalent Fluid Pressure = 30 lb/cf (Min.), 60 lb/cf (Max.)

Earth = 120 lb/cf

Vehicular = HL-93 minus lane load

Design Loading:

fy = 60,000 psiReinforcing Steel (Grade 60) f'c = 4,000 psiClass S(AE) Concrete

Design Unit Stresses:

Miscellaneous:

LAYOUT PLAN

GENERAL NOTES¡ Culvert

Seal Limits (Typ.)

Concrete Foundation

Aggregate Base and

18'-0"

F lo w

(Typ.)

18"

8"

11'-0" 11'-0"

8" 8"

(Typ.)

Const. Joint

15'-0"

C

C

AA

BB

not shown for clarity.)

(Rip Rap, Corral Rail and Handrail

12'-0"

"4

22'-7

12'-0"

Rosa Drive

¡ Bella

Sta. 1+85.40 a n d

G u t t e r

C u r b

(Typ.)

Front Face

Wingwall (Typ.)

Front Face of

1+50

Construction Specifications:

Specifications and Special Provisions

Construction (2014 edition) with applicable Supplemental

Transportation Department Standard Specifications for Highway

City of Little Rock Specifications and Arkansas State Highway and 12'-0" 15'-0"

Wingwall (Typ.)

Fill Face of

2+00

7'-7"

Walk Over Flume

¡ Concrete

Sta. 1+65.82

Sta. 1+67.40

¡ Concrete Flume

30" RCP¡

12'-0"

45°

Sanitary Sewer Line

Existing 18" DIP

Encasement

19'-0" Concrete

T y p

M i n

Sanitary Sewer Line

Existing 8" PVC

Encasement

63'-0" Concrete (Typ.)

3" Min.

Hydrologic Data

Design Flood Frequency = 10 years

Base Flood (100-year)

Outlet Velocity = 9.91 ft/s

Base Flood Elevation = 275.85 *

Design Flood (D.F.) Elevation = 271.65

Design Flood Discharge = 1,130 cfs

Base Flood Discharge = 4,215 cfs

B a c k o f

C u r b t c k f

C u r b

S i d e w a l k existing conditions.

surface elevation from calculated 100-year water produces no rise in

The proposed culvert � a n d G u tt e r

C u r b

Summary of Quantities

Handrail

TOTAL

linear foot

Concrete, Reinforced Box Culvert and Wingwalls 148.34

107.6 cubic yard subsidiary to other items.

filler, or EPS foam. These items shall be considered foundation seal, formwork, reinforcing, joint aggregate base, backfill, compaction, concrete removals, excavation, diversion berm, dewatering, No special measurement or payment will be made for by the bid items in the above table.

the box culvert, complete in place, shall be covered All work shown in the plans necessary to construct quantities on Sheet No. C2.

These quantities are included in the summary of

For additional general notes, see Sheet S2.

For Sections C-C, see "Culvert Sections" sheet.

Elevations" sheet.

For elevations views A-A and B-B, see "Culvert Wingwall arrested.

foundation seal shall be provided if the flow of water cannot be of the footings or bottom slab. A minimum of 3" thick concrete Excavation shall be free of flowing water prior to construction Contractor shall be responsible for dewatering the excavation.

increased by the engineer if unsuitable material is encountered.

limits shown on the plans. The depth of Class 7 Aggregate may be proctor density shall be placed below the culvert barrel to the A minimum of 6" Class 7 Aggregate compacted to 95% modified mid-height of the aggregate.

Separation Geotextile shall be installed at the base and plans and compacted to 95% modified proctor density. Type 2 of 3-feet of Class 7 Aggregate placed to the limits shown on the Subgrade improvements for the wingwall foundations shall consist foundation soils do not meet this criteria.

subgrade improvements. The engineer shall be notified if an allowable bearing pressure of 3,000 psf with the proposed wingwall foundation soil to verify conditions are acceptable for A qualified technician or geotechnical engineer shall check

All elevations are shown in feet unless otherwise noted.

All dimensions are horizontal.

Drawings not to scale. Follow dimensions.

Specifications unless specified otherwise.

Specification for Highway Construction and Supplemental "Sec" refers to the sections in the Arkansas 2014 Standard materials.

reinforcing for approval by the engineer prior to ordering Contractor to provide shop drawings that include a bill of otherwise shown.

1/2", unless Minimum clearance to reinforcing steel shall be 1 and corral rails shall be epoxy coated.

All reinforcement in the culvert barrel, headwalls, wingwalls, The culvert shall be cast-in-place.

Concrete Walk Over Flume

Concrete Flume square foot 33.7

21.3square foot

Reinforced Concrete (Pipe Encasement) cubic yard 13.11

6'-0"

S1

4-23-25

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PROJECT NO.

04/23/2025

DATE

DESIGNED

CHECKED

ABJ

ENO

DRAWN BY

LAK/KAS

05-17-ST-223B

REVISIONS DATE

NO SCALE

ISSUED FOR BID

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"Culvert Layout Plan and General Notes" sheet.

For location of elevation views A-A and B-B, see

Note:

S2 approved equivalent.

Petrotac Self Adhesive Paving Membrane, or an membrane may be MEL-DEK Deck Waterproofing System, of the waterproofing membrane. Waterproofing allow primer to completely cure prior to placement membrane. Apply manufacturer approved primer and top slab is completed before applying waterproofing manufacturer's recommendations. Wait 28 days after limits shown on the plans in accordance with

Waterproofing membrane shall be installed to the compound or approved form ties.

fabric and screen with an approved adhesive geotextile shall be centered on each drain. Adhere galvanized steel rodent screen and 2'x2' separation

Weep hole drains shall be 4" diameter PVC. A openings.

Channel banks shall be tapered to match culvert for transition of channel bed to culvert openings.

Channel bottom shall be graded within right of way

GENERAL NOTES (con't):

Elev. 274.68 �

Elev. 264.24

18'-0"

266.32 Outlet Elev.

�274.41 Elev.

(Typ.)

(Spa. as shown) Weep Hole Drain

Elev. 264.24

275.16 � Elev.

Tapered Corral Rail on Wingwall Corral Rail on Headwall Corral Rail on Wingwall

�70275.

Elev.

15'-0"

Wingwall Top of

(Typ.)

2'-0"

24'-0"

Wingwall Top of

7'-7"

3'-6"3'-6"8'-6"8'-6"3'-6"

(Typ.)

5'-0"

Joint (Typ.)

Keyed Const.

Headwall Top of

8'-6"

End Post

6'-0"

Over Flume ��� ¡ Concrete Walk

Post (Typ.)

Interior ¡

Sec 501 Joint Filler 1/4" Type 2

Elev. 273.40

VIEW A-A

not shown for clarity) Course, Aggregate Base, and Shear Key (Handrail, Concrete Foundation Seal

����Filler(Typ.)

Fiber Joint 1/4" Preformed joint filler shall meet the requirements of AASHTO M 213.

fill face of joint for full height of joint. Preformed fiber Install 3'-0" wide strip of separation geotextile centered on

See Miscellaneous Details Sheet

Measured along back face of corral rail and wingwalls Edge of sidewalk or back of curb to be flush with top of headwall

15'-0"

Elev. 264.43

266.38 Inlet Elev.

274.65 � Elev. Elev. 275.13 �

Elev. 273.63

Elev. 264.43

�Elev. 274.38

Corral Rail on WingwallCorral Rail on HeadwallCorral Rail on Wingwall

(Typ.)

(Spa. as shown) Weep Hole Drain

Top of Wingwall

(Typ.)

5'-0"

(Typ.)

24'-0"

���30" RCP

270.08± FL Elev.

Top of Wingwall

273.57 Elev.

���Flume Concrete ¡

��End Post

3'-6" ��8'-0"

3'-6" 3'-6" 8'-6" 8'-6" 3'-6" 3'-6" 8'-0"

Headwall Top of

(Typ.)

¡ Interior Post

6'-0"

VIEW B-B

not shown for clarity) Course, Aggregate Base, and Shear Key (Handrail, Concrete Foundation Seal

Joint (Typ.)

Keyed Const.

End Post

3'-6"

(Traffic Face) Bridge Name Plate

Sec 501 Joint Filler 1/4" Type 2

����Filler(Typ.)

Fiber Joint 1/4" Preformed

DD

5"

Corral Rail ¡ 1/2" Open Joint in

¡ Interior Post

Interior Post

Corral Rail Traffice Face of

Back Face of Corral Rail

VIEW D-D

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PROJECT NO.

04/23/2025

DATE

DESIGNED

CHECKED

ABJ

ENO

DRAWN BY

LAK/KAS

05-17-ST-223B

REVISIONS DATE

NO SCALE

ISSUED FOR BID

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@ ¡ Culvert

Elev. 266.32

Flowline

@ ¡ Culvert

Elev. 266.38

Flowline

Flow

(See General Notes)

Concrete Foundation Seal

Modified Proctor Density

Base compacted to 95%

6" (Min.) Class 7 Aggregate

Joint

Keyed Const.

10"

¡ Bella Rosa Drive

SECTION THRU WINGWALL

Geotextile Sec 625.02

Type 2 Separation

M a x

V a r i e s

13"

Face

Front or Top of Curb

Top of Sidewalk

11'-1"

C l

Modified Proctor Density

Compacted to 95%

Class 7 Aggregate

(See General Notes)

Concrete Foundation Seal

#5 @ 12"

#8 @ 5"

Max. (Typ.)

#5 @ 12"

Key

4"x2"

E a c h

F a c e

M a x

#5 @ 12"

#5 Bars

Aggregate Sec 403.01)

Material (Class 3

Drainage Fill

8'-0"

Face

Fill

18"

Varies

View A-A and B-B (2% min. slope)

4" dia. PVC weep hole drain spa. as shown in ��

#6 @ 6"

#6 @ 6" Max.

Max.

#5 @ 12"

(Typ.)

2" Cl.

Geotextile Sec 625.02 Type 2 Separation

2'-9"

M in

L a p

M in

L a p

12"

C l.

A A

B

B

T y p

(S e e V ie w

V a r ie s Sidewalk

5'-0"

28'-0" Back of Curb to Back of Curb

(Typ.)

and Gutter Class 3 Curb

0.5% 2.0% 2.0%

14'-0" 14'-0"

(Typ.)

Handrail

(Typ.)

Corral Rail

T y p

T y p

T y p

18"

10"

(Tilt from vertical to fit) Standard End Hook

Filler Sec 501 1/2" Type 2 Joint rebar to be embedded in wingwalls.

See Corral Rail Details sheets for additional Corral rail on wingwall not shown for clarity.

35'-2" max. centers (Typ.)

drain spa. at 10'-0" 4" dia. PVC weep hole

SECTION C-C

#5 @ 12"

Plan and General Notes" sheet.

For location of Sectio C-C, see "Culvert Layout Note:

S3

T y p

(See Sheet C5 for roadway typical section)

Base Course Class 7

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PROJECT NO.

04/23/2025

DATE

DESIGNED

CHECKED

ABJ

ENO

DRAWN BY

LAK/KAS

05-17-ST-223B

REVISIONS DATE

NO SCALE

ISSUED FOR BID

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PLAN OF BOTTOM SLAB

ELEVATION OF EXTERIOR WALL

PLAN OF TOP SLAB

SECTION NEAR INTERIOR WALL

Beveled headwall shall be located at upstream end.

Lap #5 longitudinal bars a minimum of 37" at splices.

Lap #4 longitudinal bars a minimum of 30" at splices.

For construction joint details, see Sheet "Culvert Barrel Reinforcing (2 of 2)".

Construction joint key not shown for clarity in plan and elevation.

all reinforcement, see Sheet "Culvert Barrel Reinforcing (2 of 2)".

For section thru barrel and headwalls and bar sizes, spacing and dimensions of

B2 Bars at Bottom

J4 Bars at Bottom

B a r s a t

F

B o tt o m a t

B o t t o m

F r s

B o tt o m

B a r s a t

F

H3 Bars at Bottom

B1 Bar Pairs at Bottom

F r s a t a b t c t s a t

T o p

Culvert¡ of all walls)

(Similar at ends

4-#5-E1 Bars

A2 Bars at Top

J4 Bars at Bottom

B2 Bars at Bottom

Flow

J3 Bars at Top

D

D

B a s

F

B a r s a t a b t.

c ts a t

B o tt o m

F

B a r s a t a b t.

c ts a t

T p

D

D

B a

Culvert¡

H1 Bars alternated with H2 Bars at Top

J3 Bars at Top

A1 Bars at Bottom

(Typ.)

4" Bevel

H1 Bar

H2 Bar

H1 Bar

H2 Bar

2-#8-D1 Bar 2-#8-D1 Bar

J3 Bars at Fill Face

A1 Bars

#4-F Bars

Fill Face #4-F Bar at

Const. Jt.

Keyed

Keyed Const. Joint

Bars 2-#5-E1 cts. at Stream Face #4-F Bars at 14"

Bars 2-#5-E1

#4-F Bars

A2 Bars

J4 Bars at Fill Face

B2 Bars at Stream Face

B Bars in walls are not shown for clarity

Keyed Const. Joint cts. at Stream Face #4-F Bars at 14"

Keyed Const. Joint

#4-F Bars

#4-F Bars

Bars 2-#5-E1

H1 Bar

H2 Bar

H2 Bar

H1 Bar

H1 Bars alternated with H2 Bars

A1 Bars

Bars 2-#5-E1

A2 Bars

H3 Bars

B1 Bars at Each Face

Flow

Flow

Notes:

Spa. as shown on "Corral Rail Details (1 or 2)" sheet�

#4-D2 Bar #4-D2 Bar

Flow

S4

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PROJECT NO.

04/23/2025

DATE

DESIGNED

CHECKED

ABJ

ENO

DRAWN BY

LAK/KAS

05-17-ST-223B

REVISIONS DATE

NO SCALE

ISSUED FOR BID

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KEYED CONSTRUCTION JOINTS

� Approximately one third of wall thickness

Exterior wall shown, interior wall similar

#5-F Bars at abt. 12" cts.

#5-F Bars at abt. 12" cts.

TX

T S

SS TITX

H T

MEMBER DIMENSIONS

BARREL REINFORCEMENT DIMENSIONS DIAGRAM

C4 reinforcing to be embedded in headwall.

See "Corral Rail Details" sheets for additional to ¡ culvert.

Barrel sections are symmetrical about and normal

"4

"4

Bottom Slab

Const. Jt.

"4

"4

Top Slab

Const. Jt.

K

K

12"

C7

G1

G1

C5 C6

#4-F Bars at abt. 14" cts.

2-#4-F Bars

3-#4-F Bars t c t s

F

B a

J4 Bars H3 Bars a t c t s

F

B a

F

B a r s

A2 Bars

A1 Bars

B2 Bars B1 Bars

J3 Bars H2 Bars

H1 Bars

Culvert¡

C l.

C l.

C l."

C l."

C l.

C l.

Cl.

"2

Cl.

2"

Cl.

"2

(Typ.)

Joint Const.

Keyed

BARREL REINFORCEMENT

Culvert¡

A2 Bars

J4 Bars H3 Bars

A1 Bars B2 Bars

C1

H2 Bars

H1 Bars

J3 Bars

B1 Bars

WATERPROOFING DETAILS

24'-0"

T y p

Membrane Waterproofing

Dimensions in table are in inches unless otherwise specified.

15 10 8 8 5 6 5 57 42 5 12 5 12 5 5 57 78 6 58 5 5 12

TS BS TX SIZE C1 C4K2 K3 G1SPA. C5 C6 C7TI SPA. SPA. SPA. SPA. SPA. SPA. SPA. SPA.

111 340-2 FT 6 6 6 6 12 12

SPAN (S) = 11 FT HEIGHT (HT) = 6 FT

FILL

DESIGN

THICKNESS

MEMBER

A1 BARS J3 BARS H1 BARS H2 BARS A2 BARS J4 BARS H3 BARS B1 BARS B2 BARS

WALL BARSBOTTOM SLAB BARSTOP SLAB BARS

SIZE SIZE SIZE SIZE SIZE SIZE SIZE SIZE

REINFORCEMENT

UPSTREAM HEADWALL

4"

V a r

F Bars

13"

#8-D1 Bar

#4-D2 Bar

8"

��#5-D3 Bar

��#4-D4 Bar

21"

REINFORCEMENT

DOWNSTREAM HEADWALL

V a r

F Bars

13"

#8-D1 Bar

M in

#4-D2 Bar

8"

��#5-D3 Bar

��#4-D5 Bar

2'-1"

(1 of 2)" sheet Rail on Headwall" on "Corral Rail Details

Spaced as shown on "Elevation of Corral �� top of headwall elevations.

See "Culvert Wingwall Elevations" sheet for �

M in

"4

Corral Rail on headwall not shown for clarity.Corral Rail on headwall not shown for clarity.

BACKFILL LIMITS

AGGREGATE BASE AND

Modified Proctor Density Base Compacted to 95% 6" (Min.) Class 7 Aggregate

3" (Min.) Concrete Foundation Seal

18"

(Typ.)

Aggregate Sec 403.01) Material (Class 3 Drainage Fill

T y p

(Typ.)

12"

Geotextile Sec 625.02 Type 2 Separation bottom of weep holes Stop drainage fill at

T y p

Notes:

S5

P A

R T

M E

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O F

P U

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IC

W

O R

K S

L

IT

T L

E R

O C

K

A R

K A

N S

W

M

A R

K H

A M

C

IV

IL

E

N G

IN

E

E R

IN

G

C

IT

Y O

F L

IT

T

L E

R O

C K

A

R K

A N

S A

S

B E

L L

A R

O S

A D

R

IV

E B

R

ID

G E

R E

P L

A C

E M

E

PROJECT NO.

04/23/2025

DATE

DESIGNED

CHECKED

ABJ

ENO

DRAWN BY

LAK/KAS

05-17-ST-223B

REVISIONS DATE

NO SCALE

ISSUED FOR BID

C O

R R

A L

R A

IL

D

E T

A

IL

S

O

F o r

R

R

3'-6"

Wingwall

Corral Rail on

8'-6"

"2

1'-1

3 Spa. @ 1'-3"

9"

6"

7-#5D3 @ 9" Cts.

" Open Jt.2

#5D3

3'-0" (Typ.)

18"18"

" Open Jt.2 with #7R3

#3R8 Spa.

"4

=1'-0

"4

"4

3 @ 4

#3R10

9"

#3R8 (Typ.)

1'-1

2'-6"#7R3 =

#3R8 Spa. with

7 Eq. Spa.

8 Spa. @ 3"

3"

(In Pairs) #3R9

#4R4 (FF) (Typ.)

#7R3 (NF) &

6"

Interior Post¡

EF = Each Face FF = Far Face NF = Near Face

Legend:

3 @ 3" = 9" (#3R9 Spa.)�

ELEVATION OF CORRAL RAIL ON HEADWALL

(Along Traffic Face)

#6R12 (EF)

Headwall Top of

Culvert¡Symmetrical About

��End Post Varies

#7R1

#7R1

(In Pairs) #3R9

1-#7R2

2'-10" End of #6R11

4"3"

4" Max.

#3R8 Spa. @

#5R6

#4R7

#5R5

#3R8

#3R8 Spa. @ 1'-3"

#6R11 (EF)

C

EE

3'-6" on Headwall

Corral Rail ��Varies

2'-6"#7R1 =

#3R8 Spa. with

7 Eq. Spa.

8 Spa. @ 3"

Interior Post¡

(1'-3" Max.)

Varies with #7R1

B

B

ELEVATION OF CORRAL RAIL ON WINGWALL

(Along Traffic Face)

See "Culvert Wingwall Elevations" sheet.��

#8D1 (EF) 3-#4D2

as shown (Typ.)

#5D3 and #4R4 Spa. with #5D4 or #5D5

15'-0"

14 Spa. @ 1'-0" (#5R13)

#5R13

#6R14 (EF)

#4R15 (EF)

on Headwall

Corral Rail

F

F

ELEVATION TAPERED OF CORRAL RAIL ON WINGWALL

(Along Traffic Face)

"Concrete, Reinforced Box Culvert and Wingwalls".

Concrete in the Corral Rail is included in the quantity for radius or a 3/8-inch bevel, unless otherwise noted.

All exposed edges of corral rail shall have either a 1/2-inch rail joints normal to grade.

Top of corral rail shall be built parallel to grade and corral

Notes:

D

D

3'-0"

S6

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L

IT

T L

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K

A R

K A

N S

W

M

A R

K H

A M

C

IV

IL

E

N G

IN

E

E R

IN

G

C

IT

Y O

F L

IT

T

L E

R O

C K

A

R K

A N

S A

S

B E

L L

A R

O S

A D

R

IV

E B

R

ID

G E

R E

P L

A C

E M

E

PROJECT NO.

04/23/2025

DATE

DESIGNED

CHECKED

ABJ

ENO

DRAWN BY

LAK/KAS

05-17-ST-223B

REVISIONS DATE

NO SCALE

ISSUED FOR BID

C O

R R

A L

R A

IL

D

E T

A

IL

S

O

F

#7R1

#6R11

#7R2

#5R6

SECTION E-E

#3R8 (Typ.)

12"

10" 2"

Sidewalk Face

Traffic or

Δ Grooves Double 3/4"

TYPICAL INTERIOR POST

details) (See handrail Handrail Post or Wingwall Top of Headwall

Post shown on headwall. Post on wingwall similar.

end only) (Upstream 4" Bevel

Elevations" sheet.

"Culvert Wingwall Height varies, see ��

13"

NAME PLATE NOTES:

fabrication is begun.

Alternate attachments may be used provided such attachments are submitted and approval secured before designated on the plans.

The number of plates required and the location and name on the plate for each bridge shall be as

All lettering shall be plain gothic, square cut and not tapered.

'' above the face of plate and shall be polished.8 1and all lettering shall be raised

''x 2'' long. The border 16 9'' to 8

3'' thick and shall include two tapering cone lugs 16 3Body of plate shall be

Name plates shall be cast bronze and shall meet the material requirements as specified in Section 812.

#7R3

#3R9 (In Pairs) l.

C l."

Cl.

"2

#3R8

L a p

#3R10 (Typ.)

#6R12

�#8D1

SECTION A-A

#4R4

�#4D5 #4D4 or

�#4D2

M in

C l."

#3R8

�#5D3

(Typ.)

#6R12

SECTION B-B

�#8D1

�#4D5 #4D4 or

�#4D2

M in for additional information about D bars.

See "Culvert Barrel Reinforcing" sheets �

SECTION C-C

C l."

M in

E m b e d

T o p o f

C l.

#3R8

Cl.

2"

#7R1

12"

Traffic Face #4R7

#7R2

#5R6

#5R5

13"

SECTION D-D

C l."

Cl.

2"

#7R1

(In Pairs) #3R9

(Typ.)

#6R11

#3R8

#3R9

13"

R b a r

T o p o f

C l.

2 #

R b a r

M in

E m b e d

M in

E m b e d

SECTION F-F

C l."

V a r ie s

Cl.

2"

#5R13

12"

Traffic Face

#6R14

(Each face) length) (Variable #4R15 bar

13" t o

1'-11"

R9

4"

8"

R10

V a ri e s

R13

9"

7"

R1

1'-2"

R2

V a ri e s

R4

9"2'-0"

7"

V a ri e s

R3

R5, R6 & R7

3'-2"

5'-3"

5'-3"

R

R7

R6

R

R

R5

4"

6"

R8

CORRAL RAIL BAR BENDING DIAGRAMS

S7

Year in which contract is awarded.1

CREEK

TAYLOR LOOP

20XX XXXXXXXXXX

'' high. Examples: HS 208 3numerals

'' raised letters and 8 1using

Place the design loading here

'' high. Example: 062758 3numerals

'' raised letters and8 1using

Place the Bridge number here

7'' Minimum to 9'' Maximum

( Length to be determined by the lettering required ) cast lug Center of cast lug Center of

2''

''4

''4

''4

''2

''2

''8

''16

''16

''16

''16

''8

HL-93

G H

HG

See NoteSOUTH LOOP

BRIDGE NAME PLATE DETAIL SECTION G-G SECTION H-H

P A

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M E

N T

O F

P U

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W

O R

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L

IT

T L

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O C

K

A R

K A

N S

W

M

A R

K H

A M

C

IV

IL

E

N G

IN

E

E R

IN

G

C

IT

Y O

F L

IT

T

L E

R O

C K

A

R K

A N

S A

S

B E

L L

A R

O S

A D

R

IV

E B

R

ID

G E

R E

P L

A C

E M

E

PROJECT NO.

04/23/2025

DATE

DESIGNED

CHECKED

ABJ

ENO

DRAWN BY

LAK/KAS

05-17-ST-223B

REVISIONS DATE

NO SCALE

ISSUED FOR BID

H A

N D

R A

IL

D

E T

A

IL

S

A

A

ELEVATION OF PEDESTRAIN HANDRAIL

SECTION A-A

Top & Bottom Rail

1 1/4x1 1/4x3/16 at 4" o.c. (Max.)

3/4" Sq. Solid Balusters at 48" o.c. (Max.)

1 1/2x1 1/2x3/16

Tubular Steel required

Caps

1/2x6x6¢

1/4

3/16

1 1/4x 1 1/4x3/16

Tubular Steel

Handrail¡

1 1/2x1 1/2x3/16

Tubular Steel

TS 1 1/4x 1 1/4x3/16

4" o.c. (Max.)

3/4 x 3/4 Bar at

1/2"x6"x6"

Base Plate

3/8"Ø "J" Bolts

Stainless Steel Bolt ASTM A193, Grade B8 or B8A

Stainless Steel AASHTO M292, Grade 8

Stainless Steel Washer ASTM A276, Grade 302

Contractor may place the 1/8" galvanized steel template on the finished

Corral Rail surface and provide shim plates and neoprene pads for leveling, in lieu of placing the template on nuts, leveling and finishing with grout.

PLAN OF BASE PLATE

Base Plate

1/8" galvanized steel template

M i n

G r o u t

�3/8"Ø bolts

1/8" Neoprene Pad 1/16" Shims with Slotted Holes

Rail¡

TS 1 1/2"x 1 1/2"x 3/16"

3/8"Ø Bolts

1/2"x6"x6"¢

1/4

1"2"1" 2"

"2

DETAIL A

Base Plate

OPTIONAL LEVELING DETAIL

All posts & balusters shall be vertical.

Handrail shall be installed on top of the full length of both corral rails.

Center of handrail posts shall clear Corral Rail joints by at least 6 inches.

Contractor shall submit complete, detailed shop drawings for approval by the engineer prior to ordering materials.

Handrail Notes:

of Corral Rail Traffic Face

6"

Detail A

S8

¡ Post

3/16 Typ.

P A

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M E

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A R

K A

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W

M

A R

K H

A M

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IV

IL

E

N G

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E

E R

IN

G

C

IT

Y O

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T

L E

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A

R K

A N

S A

S

B E

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A D

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IV

E B

R

ID

G E

R E

P L

A C

E M

E

PROJECT NO.

04/23/2025

DATE

DESIGNED

CHECKED

ABJ

ENO

DRAWN BY

LAK/KAS

05-17-ST-223B

REVISIONS DATE

NO SCALE

ISSUED FOR BID

M

IS

C E

L L

A N

E O

U S

D E

T A

IL

S

CONCRETE FLUME DETAIL

FOR EXISTING 18" DIP

ENCASEMENT TYPICAL SECTION

FOR EXISTING 8" PVC

ENCASEMENT TYPICAL SECTION

WINGWALL FOOTING KEYWAY

SECTION THRU ENCASEMENT AT

"2

2'-7

21"

8-#6 Bars

4-#5 Bars

3'-0"

C l

(Typ.)

2"

(Typ.)

4"

T y p

(Typ.)

2" Radius

Welded Wire Mesh

6"x6", W2.9xW2.9 6

3" EPS-15 Foam

Footing

Bottom of

Shear Key

Bottom of

(Typ.)

Filler Sec 501

1" Type 2 Joint

Note: Trim keyway reinforcing to 1 1/2" clear to blockout

4-#5 Bars

Sanitary Sewer Line

Existing 18" DIP

Sanitary Sewer Line

Existing 8" PVC

7#5 Bar (Typ.)

#5 Bar (Typ.)

3-#5 Bars

#4 Bar @ 12"

#4 Bar @ 12"

PIPE PENETRATION DETAIL

pipe on fill face of wingwall.

Install 3" non-shrink grout ring all around

30" RCP

(Typ.)

Each Face

#6 Bars

T y p

C l

(Typ.)

2'-2" Min.

PLAN OF CONCRETE WALK OVER FLUME

B B

Rail Post

Corral of Corral Rail

Traffic Face

Corral Rail Post

W i n g w a l l

S i d e w a l k

C u b n d

G u t t e r

C l a s

3'-0"

Gutter Transition (See Standard Drawing PW-3)

A

SECTION B-B

Top of Sidewalk

#5 Bars @ 6"

#5 Bars @ 6"

C l

Cl.

2"

T y p

C l

Cl.

2" C l

#4 Bars @ 6" (Typ.)

4'-2"

7"

3'-0"

(Reinforcement not shown)

SECTION A-A

8'-1"

#5 Bars @ 6" (Top and Bottom)

#4 Bars @ 6" Sec 501 (Typ.)

Joint Filler

1/4" Type 2

Traffic Face of Corral Rail

#4 Bars @ 6"

2" Radius and Gutter

Class 3 Curb

#5 Bars @ 6" (Top and Bottom)

"2

6'-5

0.5%

2%6

M i n

2'-0" of Little Rock Technical Specifications.

accordance with Section 11 of the City

Pipe Encasements shall be constructed in

Little Rock Technical Specifications.

accordance with Section 9 of the City of

Flume shall be constructed and in

Concrete Walk Over Flume and Concrete of proposed sidewalk.

with the finished cross slope and grade

Concrete Walk Over Flume are to conform

The finished grade and slope of the

Notes:

S9

3" EPS-15 Foam