REBID_ADVERTISEMENT_PEDESTRIAN_BRIDGE_ABUTMENT_07-10-20261.pdf

11 JUNE 2026

BID RELEASE

CLARKSDALE, MS 38614

JONATHAN TATE, ARCHITECT

1215 PRYTANIA STREET SUITE 209,

NEW ORLEANS, LA 70130

504 383 4203

OFFICEJT.COM

A

CVR

STRUCTURAL ENGINEER:

JOHN D. CRAWLEY

1401 STATE HWY 30E

NEW ALBANY, MS 38652

662-321-2589

RIVER WALK

SUNFLOWER

PHASE: PEDESTRIAN

BRIDGE ABUTMENT

CONSTRUCTION

DRAWING LEGEND

G000 GENERAL NOTES, LOCATION, ABBREVIATIONS,

SYMBOLS

AS001 OVERALL SITE PLAN

A001 BRIDGE LAYOUT PLAN & ABUTMENT DIAGRAM

S001 ABUTMENT STRUCTURE PROPOSED PROFILE

S002 FOUNDATION FOOTING PLAN

S003 FOUNDATION FOOTING SECTION

S004 ABUTMENT PLAN AND SCHEDULE

S005 ABUTMENT SECTION

S006 HELICAL PILE DETAILS

ROOM

1/ A3

X/

AX

XX

X/AXXX

X/A000

FLOOR LEVEL

SPOT ELEVATION

ELEVATION

KEY TO ELEV

WINDOW NUMBER

GRID LINE

ASSEMBLY/PARTITION TYPE

ROOM NUMBER

WINDOW FRAME NUMBER

SHEET NOTE

FINISH TYPE

MATERIAL NOTE

DETAIL

DETAIL

BUILDING SECTION

WALL SECTION

X/AXXX WALL SECTION / PLAN BLOWUP

DOOR NUMBER

ROOM ROOM NAME

+0'-0"

[FIRST FLOOR]

0'-0"

P01

A

A

DOOR

EW01

000000

A/AXXX

PROJECT

LOCATION

I-278

I-2

DESOTO AVE

I-49

W 2ND ST

N STATE ST

N

AF

RI

CA

R D

W LEE DR E LEE DR

FR

IA

RS

PO

IN

T

RD

11 JUNE 2026

BID RELEASE

CLARKSDALE, MS 38614

JONATHAN TATE, ARCHITECT

1215 PRYTANIA STREET SUITE 209,

NEW ORLEANS, LA 70130

504 383 4203

OFFICEJT.COM

A

G000

STRUCTURAL ENGINEER:

JOHN D. CRAWLEY

1401 STATE HWY 30E

NEW ALBANY, MS 38652

662-321-2589

RIVER WALK

SUNFLOWER

PHASE: PEDESTRIAN

BRIDGE ABUTMENT

CONSTRUCTION

11 JUNE 2026

ABBREVIATIONS

@ AT

AB ANCHOR BOLT IN CONCRETE

ACOUS ACOUSTICAL

ACP ACOUSTIC PANEL

ACT ACOUSTIC TILE

AD ACCESS DOOR

ADD ADDENDUM

ADDIT ADDITIONAL

ADJ ADJUST / ABLE

ADMIN ADMINISTRATION

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

ALUM ALUMINIUM

ALT ALTERNATE

ANO ANODIZED

AP ACCESS PANEL

APC ARCHITECTURAL PRECAST

CONCRETE

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT (BIT PAVING)

ASTM AMERICAN SOC. FOR

TESTING MAT'LS

AWT ACOUSTICAL WALL

TREATMENT

BALC BALCONY

BD BOARD

BET BETWEEN

BF BRACED FRAME

BFF BELOW FINISH FLOOR

BIT BITUMINOUS

BKT BRACKET

BLDG BUILDING

BLW BELOW

BM BEAM

BO BY OWNER

BOF BY OWNER FUTURE

BOT BOTTOM

BP BASE PLATE

BR BRICK

BRG BEARING

BS BOTH SIDES

BSMT BASEMENT

C CHANNEL

CA COLUMN ABOVE

CAB CABINET

CANT CANTILEVER

CB COLUMN BELOW

CBU CEMENTITIOUS BACKER

UNIT

CF CUBIC FEET

CH CHILLER

CIP CAST IN PLACE

CJT CONSTRUCTION JOINT

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLOS CLOSER

CLR CLEAR

CM CONSTRUCTION MANAGER

CMU CONCRETE MASONRY UNITS

COL COLUMN

CONC CONCRETE

CONN CONNECT /-ED/-ION

CONST CONSTRUCTION

CONT CONTINUOUS

COORD COORDINATE

CORR CORRIDOR

CPL COVERPLATE

CPT COVERPLATE

CPT CARPET

CRS COURSES

CT CERAMIC TILE

CTR CENTER

CTSK COUNTERSINK

CTRTP COUNTERTOP

CTNW CURTAIN WALL

CTWR COOLING TOWER

CW REINFORCED CONCRETE

WALL

CY CUBIC YARDS

D DEPTH OR DEEP

DBL DOUBLE

DD DECK RAIN

DEMO DEMOLITION

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFUSER

DIM DIMENSION

DISHW DISHWASHER

DISP DISPENSER

DL DEAD LOAD

DN DOWN

DO DITTO

DP DRILLED PIER

DR DOOR

DRY CLOTHES DRYER

DS DOWNSPOUT

DW DUCTWORK

DWG DRAWING

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

ENT ENTERING/ENTER

ENTR ENTRANCE

EPS EXPANDED POLYSTRENE

EQUIP EQUIPMENT

EQ EQUAL

EW EACH WAY

EXF EXHAUST FAN

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FAI FRESH AIR INTAKE

FCU FAN OIL UNIT

FD FLOOR DRAIN

FDN FOUNDATION

FDV FIRE DEPARTMENT VALVE

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FF FINISH FLOOR

FHP FULL HEIGHT PARTITION

FIN FINISH

FIXT FIXTURE

FL FLOOR

FLASH FLASHING

FLEX FLEXIBLE

FLG FLANGE

FLUOR FLUORESCENT

FP FIRE PROOFING

FRAM FRAMING

FS FAR SIDE

FT FEET

FTG FOOTING

FSTOP FIRESTOPPING

FURR FURRING

FUT FUTURE

GA GAUGE

GAL GALLON

GALV GALVINIZED

GAS GAS

GB GRADE BEAM

GC GENERAL CONTRACTOR

GBR GRAB BAR

GEN GENERAL

GLS GLASS

GND GROUND

GPM GALLON PER MINUTE

GR GRADE

GYP GYPSUM WALL BOARD

HB HOSE BIB

HC HANDICAPPED

HD HAND DRYER

HDCP HANDICAP

HDWR HARDWARE

HK HOOK

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT

HR HOUR

HSB HIGH-STRENGTH-BOLT

HT HEIGHT

HTG HEATING

HTP HEAT PUMP

HTR HEATER

HVAC HEATING, VENTILATING,

AIR COND

HW HOT WATER

HWD HARDWOOD

ICE ICE MACHINE

ID INSIDE DIAMETER

IF INSIDE FACE

IN INCHES

INFO INFORMATION

INSUL INSULATION/INSULATING

INT INTERIOR

INTERIM INTERMEDIATE

IPS IRON PIN SET

ISO ISOLATION

JAN JANITOR

JST JOIST

JT JOINT

KO KNOCK OUT

L ANGLE

LAM LAMINATE

LAV LAVATORY

LB POUND

LCD LINEAR CEILING DIFFUSER

LG LONG

LIN LINEAR OR LINEAL

LINO LINOLEUM

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATION

LPT LOW POINT

LTG LIGHTING

LVR LOUVER

M MIDDLE

MACH MACHINE

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MC MEDICINE CABINET

MECH MECHANICAL

MEMB MEMBRANE

MEZZ MEZZANINE

MFR MANUFACTURER

MIC MICROWAVE

MIN MINUMIM

MIR MIRROR

MISC MISCELLANEOUS

MO MASONRY OPENING

MONO MONOLITHIC

MTD MOUNTED

MTL METAL

MULL MULLION

NA NOT PPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOISE REDUCTION

COEFFICIENT

NS NEAR SIDE

NT NOTE

NTS NOT TO SCALE

NPS NATIONAL PARK SERVICE

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE ACE

OFD OVERFLOW DRAIN

OFF OFFICE

OH OPPOSITE HAND

OL OUTSIDE LINE

OPNG OPENING

OPP OPPOSITE

OTB OPEN TO BELOW

P PUMO

PARA PARAPET

PART PARTITION

PB PLATE BEAM

PC PLATE COLUMN

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PEN PENETRATION

PERF PERFORATION

PIP POURED IN PLACE

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLS PLASTER

PLYWD PLYWOOD

PRELIM PRELIMINARY

PRESS PRESSURE

PRIM PRIMARY

PROJ PROJECTION

PNLS PANELS

PNTHS PENTHOUSE

PR PAIR

PROT PROTECTION

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

QT QUARRY TILE

R RADIUS

RA RETURN IR

RB RESILIENT BASE

RD ROOF DRAIN

REC RECESSED

REF REFERENCE

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCED (ING)

REM REMOVE

RES RESISTANT/RESILIENT

RET RETURN

RETD RETURN IFFUSER

RETG RETURN GRILLE

REQD REQUIRE / -ED / -MENTS

REV REVISION

RF RESILIENT FLOOR

RI RISER

RM ROOM

RO ROUGH OPENING

S SINK

SAB SOUND BATT

SD SUPPLY DIFFUSER

SCD SEE CIVIL DRAWINGS

SCHED SCHEDULE

SECT SECTION

SF STORE FRONT

SG SUPPLY GRILLE

SH SHOWER

SHT SHEET

SHTG SHEATHING

SIM SIMILAR

SL SEALER

SLAB SLAB

SLD SEE LANDSCAPE

DRAWINGS

SLNT SEALANT

SLP SLOPE

SLV SLEEVE

SM SURFACE MOUNTED

SMD SEE MECHANICAL

DRAWINGS

SOG SLAB ON GRADE

SP STANDPIPE

SPD SEE PLUMBING

DRAWINGS

SPEC SPECIFICATIONS

SPR SINGLE PLY ROOF

SQ SQUARE

SQ FT SQUARE FOOT

SQ IN SQUARE INCH

SS STAINLESS STEEL

SSD SEE STRUCTURAL

DRAWINGS

ST STONE TILE

STC SOUND TRANSMISSION

STD STANDARD

STIFF STIFFENER

STL STEEL

STN STONE

STOR STORAGE

STRUCT STRUCTURAL

STS STEEL STRUCTURE

SUSP SUSPENDED

SW SWITCH

SWD SOFTWOOD

SYM SYMMETRICAL

SYS SYSTEM

T TOP

T&B TOP & BOTTOM

T/CONC TOP OF CONCRETE

T/DECK TOP OF PLYWOOD DECK

T/MAS TOP OF MASONRY

T/SLAB TOP OF SLAB

T/STL TOP OF STEEL

TDR TRENCH DRAIN

TEMP TEMPORARY

TEL TELEPHONE

TERR TERRAZZO

TFS TOP FLOOR ABOVE

TFB TOP FLOOR BELOW

TG TONGUE & GROOVE

THRES THRESHOLD

TNL TUNNEL

TOW TOP OF WALL

TOPG TOPPING

TPH TOILET PAPER HOLDER

TPIN TOILET PARTITION

TRD TREATED

TR TREAD

TRANS TRANSLUCENT

TS TUBE SECTION

TSCT THIN SET CERAMIC TILE

TW WEB THICKNESS

TYP TYPICAL

U URINAL

UFD UNDER FLOOR DUCT

UGND UNDERGROUND

UH UNIT HEATER

UNFIN UNFINISHED

UON UNLESS OTHERWISE NOTED

UTIL UTILITY

VN VINYL

VERT VERTICAL

VAR VARIES

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VENT VENTILATION

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

VWC VINYL WALL COVER

W WIDTH / WIDE

W/ WITH

W/O WITHOUT

WC WATERCLOSET

WD WOOD

WHCH WHEELCHAIR

WHTR WATER HEATER

WIN WINDOW

WMS WIRE MESH SCREEN

WP WORK POINT

WPG WATERPROOFING

WRES WATER RESISTANT

WS WEATHERSTRIP

WSH CLOTHES WASHER

WT WEIGHT

WW WOOD WINDOW

WWF WELDED WIRE FABRIC

ARCHITECTURAL SYMBOLS PROJECT

SUNFLOWER RIVER WALK

121 SUNFLOWER AVE

CLARKSDALE, MS 38614

PHASE: PEDESTRIAN BRIDGE ABUTMENT CONSTRUCTION

OWNER

CITY OF CLARKSDALE, COAHOMA COUNTY

121 SUNFLOWER AVE

CLARKSDALE, MS 38614

CONSULTANTS

CIVIL AND STRUCTURAL ENGINEER:

JOHN D. CRAWLEY

1401 STATE HWY 30E

NEW ALBANY, MS 38652

662-321-2589

LOCATION MAP

SCALE: NTS

GENERAL NOTES

1. THE SHEET SIZE FOR THIS DOCUMENT SET IS 24 INCHES X 36 INCHES ORIENTED

HORIZONTALLY. FOR SHEETS: G000, AS001, A001, S001;

AND 11 INCHES X 17 INCHES ORIENTED HORIZONTALLY FOR SHEETS: S002, S002, S003, S004, S005, S006, S007

2. ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH THE SPECIFICATIONS.

3. THESE DRAWINGS ARE ONE COMPONENT OF THE CONTRACT DOCUMENTS. REFER TO "ARTICLE 1"

OF AIA DOCUMENT A201 FOR A MORE DETAILED DEFINITION OF WHAT DOCUMENTS COMPRISE

THE CONSTRUCTION DOCUMENTS.

4. DRAWINGS WITH NOTES OR DIMENSIONS LABELED "TYPICAL" (TYP) SHALL APPLY TO

SITUATIONS THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY KEYED.

5. PROVIDE ALL WORK INDICATED UNLESS SPECIFICALLY INDICATED AS "NOT IN CONTRACT"

(NIC), "BY OWNER" (BO), "FURNISHED BY OTHERS", OR "EXISTING" (EXIST).

6. DRAWINGS OF EXISTING CONDITIONS ARE, IN GENERAL, DIAGRAMMATIC. EXACT LOCATIONS

SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD MEASUREMENTS TAKEN BY

CONTRACTOR'S PERSONNEL. ACTUAL ARRANGEMENT OF THE WORK SHALL FOLLOW LOCATIONS

SHOWN ON THE DRAWINGS WITHIN THE CONSTRAINTS OF EXISTING CONDITIONS AND

CONSTRUCTION. CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES NECESSITATING

A CHANGE IN THE WORK AS DOCUMENTED. IN THE EVENT OF SUCH DISCREPANCIES, THE

APPROPRIATE METHOD OF PERFORMING THE WORK SHALL BE DETERMINED BY THE ARCHITECT.

7. ARCHITECT HAS MADE EFFORT TO DOCUMENT ALL EXISTING CONDITIONS AT SITE. HOWEVER, VARIATIONS IN INFORMATION CALLED OUT HEREIN MAY EXIST. CONTRACTOR TO CONFIRM ANY

VARIATIONS OR DISCREPANCIES PRIOR TO BEGINNING WORK.

8. DRAWINGS AND NOTES TO DRAWINGS (INCLUDING MATERIAL TAGS) ARE CORRELATIVE AND

HAVE EQUAL AUTHORITY AND PRIORITY. SHOULD THERE BE DISCREPANCIES IN THEMSELVES

OR BETWEEN THEM, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE

ARCHITECT. IN THE EVENT OF DISCREPANCIES, THE APPROPRIATE METHOD OF PERFORMING

THE WORK AND/OR ITEMS TO BE INCORPORATED IN THE SCOPE OF WORK SHALL BE

DETERMINED BY THE ARCHITECT.

9. THE GENERAL CONTRACTOR SHALL KEEP THE SITE CLEAN AND ORDERLY AT THE END OF EACH

WORK DAY.

10. REPAIR ANY DAMAGE CAUSED BY WORK INCLUDED UNDER THIS CONTRACT IN A TIMELY

FASHION.

11. COORDINATE CONSTRUCTION STAGING LOCATION WITH THE OWNER AND OBTAIN ALL

NECESSARY CITY APPROVALS.

12. LOCATE UTILITIES PRIOR TO BEGINNING CONSTRUCTION. REPORT CONFLICTS REQUIRING

SUBSTANTIAL CHANGES OR THAT PROHIBIT THE WORK.

13. GENERAL CONTRACTOR SHALL COORDINATE ALL UNDERGROUND WORK BETWEEN PLUMBING,

ELECTRICAL, AND OTHER SUBCONTRACTORS. SEE MEP DRAWINGS FOR ADDITIONAL INFO.

14. NOTIFY APPLICABLE SPECIAL INSPECTORS, AUTHORITIES HAVING JURISDICTION, AND

UTILITIES PRIOR TO COVERING UP WORK REQUIRING INSPECTION.

15. CONTRACTOR TO NOTIFY ARCHITECT FOR CLARIFICATION OF ANY KNOWN DISCREPANCIES IN

THE DRAWINGS.

THIS IS ONE PHASE OF WORK INCLUDED IN A LARGER SCOPE TO

BUILD A NEW BOARDWALK ALONG THE SUNFLOWER RIVER IN

CLARKSDALE MISSISSIPPI.

SUMMARY OF WORK:

THIS PHASE OF WORK TO INCLUDE ONLY CONSTRUCTION OF

CONCRETE BRIDGE ABUTMENTS FOR A PREFABRICATED

PEDESTRIAN BRIDGE.

A. CLEARING OF SITE:

OWNER TO COMPLETE ALL CLEARING

OF SITE PRIOR TO WORK. ACCESS TO AREA OF WORK FOR

CONSTRUCTION VEHICLES, HEAVY EQUIPMENT AND

PARKING WILL BE AVAILABLE AT TIME OF CONSTRUCTION.

B. SURVEY:

OWNER WILL COMPLETE ALL SURVEYING REQUIREMENTS

AND LOCATE FOOTINGS AND FOUNDATIONS PRIOR TO

CONSTRUCTION.

C. BRIDGE DESIGN COORDINATION:

BIDDER TO BE PROVIDED WITH BRIDGE SHOP DRAWINGS

DURING CONSTRUCTION TO CONFIRM BRIDGE EXTENTS,

EXACT BEARING CONFIGURATION AND OTHER DETAILS

REQUIRED FOR ACCURATE INSTALLATION OF ABUTMENTS

AND PLACEMENT OF BRIDGE.

D. BRIDGE ABUTMENTS CONSTRUCTION:

BIDDER RESPONSIBLE FOR CONSTRUCTION OF

ABUTMENTS PER BID DOCUMENTS. LOCATING ABUTMENTS

IS THE RESPONSIBILITY OF BIDDER AND TO BE

COORDINATED AT TIME OF CONSTRUCTION TO MEET

CLEARANCE REQUIREMENTS OF RIVER CHANNEL, BRIDGE

SPECIFICATIONS AND ALIGNMENT WITH FUTURE

WALKWAY. FOUNDATION HEIGHTS SHOWN IN

STRUCTURAL DRAWINGS ARE FOR REFERENCE ONLY.

EXACT BEARING DEPTH OF FOOTINGS TO BE CONFIRMED

WHEN ABUTMENTS ARE LOCATED IN FIELD, AND ARE TO

BE POSITIONED TO ALLOW FOR FILL TO COVER.

1/A001 SUNFLOWER RIVER

WETLAND AREA

SOLDIERS FIELD

EXISTING

BUILDING NIC

EXISTING BUILDING NIC

EXISTING

BUILDING NIC FIRST STREET BRIDGE

1ST ST

SU

NF

LO

W

ER

A

VE

SU

NF

LO

W

ER

A

VE

SU

NF

LO

W

ER

A

VE

RIVERSIDE AVE.

RIVERSIDE AVE.

RIVERSIDE AVE.

EXISTING TRAIL

EX

IS

TI

NG

TR

AI

L

SUNFLOWER RIVER

PECAN ST.

OAKHURST AVE.

ELM AVE.

WETLAND AREA

WETLAND AREA

WETLAND AREA

EXISTING

BUILDING

NIC

WETLAND

AREA

SU

NF

LO

W

ER

R

IV

ER

SU

NFL

OWER

RIV

ER

PROPOSED

PEDESTRIAN

TRAIL

PROPOSED

PEDESTRIAN

TRAIL

BRIDGE ABUTMENT

BRIDGE ABUTMENT

PROPOSED

PEDESTRIAN BRIDGE

11 JUNE 2026

BID RELEASE

CLARKSDALE, MS 38614

JONATHAN TATE, ARCHITECT

1215 PRYTANIA STREET SUITE 209,

NEW ORLEANS, LA 70130

504 383 4203

OFFICEJT.COM

A

AS001

STRUCTURAL ENGINEER:

JOHN D. CRAWLEY

1401 STATE HWY 30E

NEW ALBANY, MS 38652

662-321-2589

RIVER WALK

SUNFLOWER

PHASE: PEDESTRIAN

BRIDGE ABUTMENT

CONSTRUCTION

11 JUNE 2026

1 SITE PLAN

NORTH

SCALE: 1/64" = 1'-0"

GENERAL NOTES:

SUMMARY OF WORK:

THIS PHASE OF WORK TO INCLUDE ONLY CONSTRUCTION OF

CONCRETE BRIDGE ABUTMENTS FOR A PREFABRICATED

PEDESTRIAN BRIDGE.

A. CLEARING OF SITE:

OWNER TO COMPLETE ALL CLEARING

OF SITE PRIOR TO WORK. ACCESS TO AREA OF WORK FOR

CONSTRUCTION VEHICLES, HEAVY EQUIPMENT AND

PARKING WILL BE AVAILABLE AT TIME OF CONSTRUCTION.

B. SURVEY:

OWNER WILL COMPLETE ALL SURVEYING REQUIREMENTS

AND LOCATE FOOTINGS AND FOUNDATIONS PRIOR TO

CONSTRUCTION.

C. BRIDGE DESIGN COORDINATION:

BIDDER TO BE PROVIDED WITH BRIDGE SHOP DRAWINGS

DURING CONSTRUCTION TO CONFIRM BRIDGE EXTENTS,

EXACT BEARING CONFIGURATION AND OTHER DETAILS

REQUIRED FOR ACCURATE INSTALLATION OF ABUTMENTS

AND PLACEMENT OF BRIDGE.

D. BRIDGE ABUTMENTS CONSTRUCTION:

BIDDER RESPONSIBLE FOR CONSTRUCTION OF

ABUTMENTS PER BID DOCUMENTS. LOCATING ABUTMENTS

IS THE RESPONSIBILITY OF BIDDER AND TO BE

COORDINATED AT TIME OF CONSTRUCTION TO MEET

CLEARANCE REQUIREMENTS OF RIVER CHANNEL, BRIDGE

SPECIFICATIONS AND ALIGNMENT WITH FUTURE

WALKWAY. FOUNDATION HEIGHTS SHOWN IN

STRUCTURAL DRAWINGS ARE FOR REFERENCE ONLY.

EXACT BEARING DEPTH OF FOOTINGS TO BE CONFIRMED

WHEN ABUTMENTS ARE LOCATED IN FIELD, AND ARE TO

BE POSITIONED TO ALLOW FOR FILL TO COVER.

WEST BANK

EAST BANK

CONCRETE BRIDGE

ABUTMENT SSD

CONCRETE BRIDGE

ABUTMENT SSD

SUNFLOWER RIVER

SUNFLOWER RIVER

6'-0"

6'-0"

6'- 0"

80'-0" (TO BE VERIFIED)

PREFABRICATED

PEDESTRIAN BRIDGE.

SEE NOTES.

BRIDGE TO ABUTMENT

CONNECTION. SSD.

BRIDGE TO ABUTMENT

CONNECTION. SSD.

PROPOSED BOARDWALK

EXTENSION. NIC

PROPOSED BOARDWALK

EXTENSION (NIC)

GENERAL AREA OF RIP RAP FILL.

EXACT EXTENT TBD @ TOC

SSD FOR ADDITIONAL INFO.

GENERAL AREA OF RIP RAP FILL.

EXACT EXTENT TBD @ TOC

SSD FOR ADDITIONAL INFO.

FILL ON TOP OF

FOUNDATION TO MATCH

EXISTING GRADE. TYP.

FILL ON TOP OF

FOUNDATION TO MATCH

EXISTING GRADE. TYP.

11 JUNE 2026

BID RELEASE

CLARKSDALE, MS 38614

JONATHAN TATE, ARCHITECT

1215 PRYTANIA STREET SUITE 209,

NEW ORLEANS, LA 70130

504 383 4203

OFFICEJT.COM

A

A001

STRUCTURAL ENGINEER:

JOHN D. CRAWLEY

1401 STATE HWY 30E

NEW ALBANY, MS 38652

662-321-2589

RIVER WALK

SUNFLOWER

PHASE: PEDESTRIAN

BRIDGE ABUTMENT

CONSTRUCTION

11 JUNE 2026

1 PEDESTRIAN BRIDGE LAYOUT PLAN

NORTH

SCALE: 1/8" = 1'-0"

GENERAL NOTES:

SUMMARY OF WORK:

THIS PHASE OF WORK TO INCLUDE ONLY CONSTRUCTION OF

CONCRETE BRIDGE ABUTMENTS FOR A PREFABRICATED

PEDESTRIAN BRIDGE.

A. CLEARING OF SITE:

OWNER TO COMPLETE ALL CLEARING

OF SITE PRIOR TO WORK. ACCESS TO AREA OF WORK FOR

CONSTRUCTION VEHICLES, HEAVY EQUIPMENT AND

PARKING WILL BE AVAILABLE AT TIME OF CONSTRUCTION.

B. SURVEY:

OWNER WILL COMPLETE ALL SURVEYING REQUIREMENTS

AND LOCATE FOOTINGS AND FOUNDATIONS PRIOR TO

CONSTRUCTION.

C. BRIDGE DESIGN COORDINATION:

BIDDER TO BE PROVIDED WITH BRIDGE SHOP DRAWINGS

DURING CONSTRUCTION TO CONFIRM BRIDGE EXTENTS,

EXACT BEARING CONFIGURATION AND OTHER DETAILS

REQUIRED FOR ACCURATE INSTALLATION OF ABUTMENTS

AND PLACEMENT OF BRIDGE.

D. BRIDGE ABUTMENTS CONSTRUCTION:

BIDDER RESPONSIBLE FOR CONSTRUCTION OF

ABUTMENTS PER BID DOCUMENTS. LOCATING ABUTMENTS

IS THE RESPONSIBILITY OF BIDDER AND TO BE

COORDINATED AT TIME OF CONSTRUCTION TO MEET

CLEARANCE REQUIREMENTS OF RIVER CHANNEL, BRIDGE

SPECIFICATIONS AND ALIGNMENT WITH FUTURE

WALKWAY. FOUNDATION HEIGHTS SHOWN IN

STRUCTURAL DRAWINGS ARE FOR REFERENCE ONLY.

EXACT BEARING DEPTH OF FOOTINGS TO BE CONFIRMED

WHEN ABUTMENTS ARE LOCATED IN FIELD, AND ARE TO

BE POSITIONED TO ALLOW FOR FILL TO COVER.

SHEET NOTES:

1. BRIDGE AND CONCRETE ABUTMENT TO BOARDWALK

CONNECTION IN SEPARATE CONTRACT

SOUTH ABUTMENT SECTION

80'-1/2" BRIDGE LENGTH OUT TO OUT

PEDESTRIAN BRIDGE PROPOSED PROFILE

NOT TO SCALE

SUNFLOWER RIVER

NORTH ABUTMENT SECTION

80'- 2 1/2" BACKWALL TO BACKWALL

DRAWN BY:

JDC

DATE:

06/09/2026

REVISIONS:

SHEET NO.

JO

HN

D . C

RA

W

LE

Y, P E, C

FM

LO

NG

VI

EW

D

RI

VE

NE

W A

LB

AN

Y, M

S

2-

1-

SU

NF

LO

W

ER

R

IV

ER

P

ED

ES

TR

IA

N

BR

ID

GE

CL

AR

KS

DA

LE

, M

IS

SI

SS

IP

PI

jrc s9 gm ail

.co m

Bearing Plate El - 154.0

Bearing Plate El - 154.0

Top Footing El - 142.0 Exact Elevation TBD at

Time of ConstructionTop Footing El - 143.0 Exact Elevation TBD at

Time of Construction 200 lb RIP RAP, 24" Thick

Across Face of Bent To Water Line Quantity: 15 Tons

200 lb RIP RAP, 24" Thick Across Face of Bent To Water Line

Quantity: 21 Tons

THE 2017 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION ISSUED BY THE MISSISSIPPI DEPARTMENT OF

TRANSPORTATION SHALL BE THE GOVERNING SPECIFICATIONS FOR THIS

PROJECT UNLESS SUPERCEDED HEREIN.

HELICAL PILE NOTES:

1. HELICAL PILES WILL BE RAMJACK 3-1/2" UPSET OR APPROVED EQUAL

2. HELICAL PILES ARE TO BE DRIVEN TO A MINIMUM TORQUE OF 12,800 FT-LBS. BASED

UPON GEOTECHNICAL INVESTIGATIONS OF THE SITE, ANTICIPATED PILE LENGTHS

COULD REACH APPROXIMATELY 40 FEET IN LENGTH.

3. HELICAL PILE BRACKETS WILL BE RAMJACK 4076 NEW CONSTRUCTION W/ BOLTED

SHAFT, 78"Ø SAE GRADE 5 BOLT, OR APPROVED EQUAL.

NOTES:

1. CONCRETE MIX DESIGN SHALL BE 4,000 PSI MINIMUM, 6" MAX SLUMP WITH 3 - 6% AIR

ENTRAINMENT AND A MAXIMUM WATER TO CEMENT RATION OF 0.45. PROPOSED MIX

DESIGNS WILL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO

CONSTRUCTION TAKING PLACE.

2. EACH LOAD OF WET CONCRETE MIX WILL BE SAMPLED AT THE SITE AT THE TIME OF

CONSTRUCTION AND TESTED FOR SLUMP AND AIR ENTRAINMENT. MULTIPLE

CYLINDER SAMPLES WILL BE TAKEN AT THAT TIME PLACED IN A SECURE LOCATION

WHERE THE SAMPLES MAY CURE PROPERLY. ADEQUATE SAMPLES FOR TESTING 7, 14,

21 AND 28 DAYS FOR COMPRESSIVE STRENGTH IS REQUIRED.

3. ALL SAMPLING AND TESTING IS THE RESPONSIBILITY OF THE CONTRACTOR. THE

CONTRACTOR SHALL UTILIZE A CONCRETE TESTING LAB CERTIFIED BY THE

MISSISSIPPI DEPARTMENT OF TRANSPORTATION (MDOT) FOR ALL CONCRETE

SAMPLING AND TESTING. THE TESTING LAB SHALL PRODUCE REPORTS CERTIFIED BY

A REGISTERED PROFESSIONAL ENGINEER IN CHARGE OF THE LAB. SATISFACTORY

CERTIFIED REPORTS FOR ALL CONCRETE SAMPLING ARE REQUIRED PRIOR TO FINAL

PAYMENT BEING MADE ON THE CONTRACT.

4. SHOULD A CONCRETE SAMPLE FAIL TO MEET THE MINIMUM COMPRESSIVE STRENGTH

REQUIREMENTS, THE LAB SHALL NOTIFY THE PROJECT ENGINEER IN WRITING WITH

THE UNSATISFACTORY TEST RESULTS IMMEDIATELY.

5. FRESHLY PLACED CONCRETE WILL BE CURED IN ACCORDANCE WITH 804.03.17 OF THE

STANDARD SPECIFICATIONS.

6. ALL REINFORCING STEEL SHALL BE A572 OR A992, GRADE 50. MATERIAL

CERTIFICATIONS FOR REINFORCING STEEL WILL BE PROVIDED TO THE ENGINEER FOR

APPROVAL PRIOR TO CONSTRUCTION TAKING PLACE.

7. MINIMUM SPLICE ON ALL VERTICALLY PLACED STEEL IS 18". ON ALL HORIZONTALLY

PLACED STEEL, 12".

8. THE CITY OF CLARKSDALE SHALL BE RESPONSIBLE FOR ALL SURVEYING, STAKING &

LAYOUT FOR THE FOUNDATION ELEMENTS. BENCHMARKS FOR ELEVATION &

HORIZONTAL CONTROL WILL BE PROVIDED BY THE CITY OF CLARKSDALE. THE

CONTRACTOR AND ENGINEER WILL COORDINATE EXACT LOCATION OF THE

FOUNDATION ELEMENTS WITH THE SURVEYOR IN THE FIELD PRIOR TO ANY WORK

TAKING PLACE.

Slope Bank From Footing at 2:1 Slope Bank From Footing at 2:1

Ex. Bank Line Ex. Bank Line

Total RipRap Quantity: 36 Tons

HELICAL PILE NOTES:

1. HELICAL PILES WILL BE RAMJACK 3-1/2"

UPSET OR APPROVED EQUAL

2. HELICAL PILES ARE TO BE DRIVEN TO A

MINIMUM TORQUE OF 12,800 FT-LBS.

BASED UPON GEOTECHNICAL

INVESTIGATIONS OF THE SITE,

ANTICIPATED PILE LENGTHS COULD

REACH APPROXIMATELY 40 FEET IN

LENGTH.

3. HELICAL PILE BRACKETS WILL BE

RAMJACK 4076 NEW CONSTRUCTION W/

BOLTED SHAFT, 78"Ø SAE GRADE 5

BOLT, OR APPROVED EQUAL.

4. THE CONTRACTOR SHALL PREPARE

AND PROVIDE DETAILED DRIVING

REPORTS FOR EACH HELICAL PILE TO

THE CITY OF CLARKSDALE. THE

REPORT SHALL INCLUDE, AT A

MINIMUM, LENGTH OF PILE DRIVEN AND

FINAL TORQUE READING.

5. THE CONTRACTOR SHALL INFORM THE

CITY OF CLARKSDALE WHEN PILE

DRIVING OPERATIONS ARE TO BEGIN

SO THAT THEY MAY HAVE A

REPRESENTATIVE PRESENT IF THEY

CHOOSE.

17'-7"

3'-11"

9'-2"

1'-5"

3'-2"

3'-2"

1'-5"

4'-6"

3'-6"3'-3"2'-6"

4'-6"

2'-9"

DRAWN BY:

JDC

DATE:

06/11/2026

REVISIONS:

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SOUTH FOOTING PLAN VIEW, DIMENSIONAL

1" = 5'

NORTH FOOTING PLAN VIEW, REINFORCING

1" = 5'

Helical Pile 20° Batter

Helical Pile 20° Batter

Stem Wall Line

Bars S1 @ 8" o.c.

(vert.)

Bars S1 @ 8" o.c.

(vert.)

Bars S1 @ 8" o.c.

(vert.)

#4 Bars x 36" @ 12" o.c.

(vert)

#5 Bars x 17'-1" @ 8" o.c.

#5 Bars x 8'-5" @ 8" o.c.

#4 Bars x 36" @ 12" o.c.

Bars S1 @ 8" o.c.

(vert.)3 #6 Bars x 11'-2" Over Piles

7 #6 Bars x 5'-3" Over Piles

Class 1 Concrete Finish 804.03.19.2

Class 1 Concrete Finish 804.03.19.2

THE 2017 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION ISSUED BY THE MISSISSIPPI DEPARTMENT OF

TRANSPORTATION SHALL BE THE GOVERNING SPECIFICATIONS FOR THIS

PROJECT UNLESS SUPERCEDED HEREIN.

CONCRETE IN FOOTINGS SHALL BE ALLOWED TO CURE FOR THREE (3) DAYS,

OR TO A COMPRESSIVE STRENGTH OF 2,000 PSI, PRIOR TO POURING OF

STEM WALLS.

2'-0"

3'-6"3'-3"

2'-0"

1'-5"3'-11" 3'-2" 3'-2" 1'-5" 4'-6"

20°

8"

6"

1'-0"

9'-2"

1'-0"

8"

6"

17'-7"

42"

2'-0"

24"

DRAWN BY:

JDC

DATE:

06/11/2026

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SOUTH FOOTING SECTION VIEW, SHORT SIDE

1" = 5'

3.5" Helical Pile (RAMJACK Upset or Approved Equal)

20° Batter

Helical Pile 20° Batter

SOUTH FOOTING SECTION VIEW, LONG SIDE (VIEW

FROM FRONT

1" = 5'

3.5" Helical Pile (RAMJACK Upset or Approved Equal)

20° Batter

3" Cl., typ.

Bars S1 8" o.c.

#5 Bars x 17'-1" @ 8" o.c.

#5 Bars x 8'-5" @ 8" o.c.

#5 Bars x 17'-1" @ 8" o.c.

#5 Bars x 8'-5" @ 8" o.c.

3 #6 Bars x 11'-2" Over Piles

#5 Bars x 8'-5" @ 8" o.c.

#5 Bars x 17'-1" @ 8" o.c. 7 #6 Bars x 5'-3" Over Piles

7 #6 Bars x 5'-3" Over Piles

Bars S1 8" o.c.

**MIRROR IMAGE FOR NORTH FOOTING

BAR S1, #6

1" = 5'

NOTES:

1. CONCRETE MIX DESIGN SHALL BE 4,000 PSI MINIMUM, 6" MAX SLUMP WITH 3 - 6% AIR

ENTRAINMENT AND A MAXIMUM WATER TO CEMENT RATION OF 0.45. PROPOSED MIX

DESIGNS WILL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO

CONSTRUCTION TAKING PLACE.

2. EACH LOAD OF WET CONCRETE MIX WILL BE SAMPLED AT THE SITE AT THE TIME OF

CONSTRUCTION AND TESTED FOR SLUMP AND AIR ENTRAINMENT. MULTIPLE

CYLINDER SAMPLES WILL BE TAKEN AT THAT TIME PLACED IN A SECURE LOCATION

WHERE THE SAMPLES MAY CURE PROPERLY. ADEQUATE SAMPLES FOR TESTING AT 7,

14, 21 AND 28 DAYS FOR COMPRESSIVE STRENGTH IS REQUIRED.

3. ALL SAMPLING AND TESTING IS THE RESPONSIBILITY OF THE CONTRACTOR. THE

CONTRACTOR SHALL UTILIZE A CONCRETE TESTING LAB CERTIFIED BY THE

MISSISSIPPI DEPARTMENT OF TRANSPORTATION (MDOT) FOR ALL CONCRETE

SAMPLING AND TESTING. THE TESTING LAB SHALL PRODUCE REPORTS CERTIFIED BY

A REGISTERED PROFESSIONAL ENGINEER IN CHARGE OF THE LAB. SATISFACTORY

CERTIFIED REPORTS FOR ALL CONCRETE SAMPLING ARE REQUIRED PRIOR TO FINAL

PAYMENT BEING MADE ON THE CONTRACT.

4. SHOULD A CONCRETE SAMPLE FAIL TO MEET THE MINIMUM COMPRESSIVE STRENGTH

REQUIREMENTS, THE LAB SHALL NOTIFY THE PROJECT ENGINEER IN WRITING WITH

THE UNSATISFACTORY TEST RESULTS IMMEDIATELY.

5. FRESHLY PLACED CONCRETE WILL BE CURED IN ACCORDANCE WITH 804.03.17 OF THE

STANDARD SPECIFICATIONS.

6. ALL REINFORCING STEEL SHALL BE A572 OR A992, GRADE 50. MATERIAL

CERTIFICATIONS FOR REINFORCING STEEL WILL BE PROVIDED TO THE ENGINEER FOR

APPROVAL PRIOR TO CONSTRUCTION TAKING PLACE.

7. MINIMUM SPLICE ON ALL VERTICALLY PLACED STEEL IS 18". ON ALL HORIZONTALLY

PLACED STEEL, 12".

8. THE CITY OF CLARKSDALE SHALL BE RESPONSIBLE FOR ALL SURVEYING, STAKING &

LAYOUT FOR THE FOUNDATION ELEMENTS. BENCHMARKS FOR ELEVATION &

HORIZONTAL CONTROL WILL BE PROVIDED BY THE CITY OF CLARKSDALE. THE

CONTRACTOR AND ENGINEER WILL COORDINATE EXACT LOCATION OF THE

FOUNDATION ELEMENTS WITH THE SURVEYOR IN THE FIELD PRIOR TO ANY WORK

TAKING PLACE.

THE 2017 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION ISSUED BY THE MISSISSIPPI DEPARTMENT OF

TRANSPORTATION SHALL BE THE GOVERNING SPECIFICATIONS FOR THIS

PROJECT UNLESS SUPERCEDED HEREIN.

HELICAL PILE NOTES:

1. HELICAL PILES WILL BE RAMJACK 3-1/2" UPSET OR APPROVED EQUAL

2. HELICAL PILES ARE TO BE DRIVEN TO A MINIMUM TORQUE OF 12,800 FT-LBS. BASED

UPON GEOTECHNICAL INVESTIGATIONS OF THE SITE, ANTICIPATED PILE LENGTHS

COULD REACH APPROXIMATELY 40 FEET IN LENGTH.

3. HELICAL PILE BRACKETS WILL BE RAMJACK 4076 NEW CONSTRUCTION W/ BOLTED

SHAFT, 78"Ø SAE GRADE 5 BOLT, OR APPROVED EQUAL.

4. THE CONTRACTOR SHALL PREPARE AND PROVIDE DETAILED DRIVING REPORTS FOR

EACH HELICAL PILE TO THE CITY OF CLARKSDALE. THE REPORT SHALL INCLUDE, AT A

MINIMUM, LENGTH OF PILE DRIVEN AND FINAL TORQUE READING.

5. THE CONTRACTOR SHALL INFORM THE CITY OF CLARKSDALE WHEN PILE DRIVING

OPERATIONS ARE TO BEGIN SO THAT THEY MAY HAVE A REPRESENTATIVE PRESENT

IF THEY CHOOSE.

CONCRETE IN FOOTINGS SHALL BE ALLOWED TO CURE FOR THREE (3) DAYS,

OR TO A COMPRESSIVE STRENGTH OF 2,000 PSI, PRIOR TO POURING OF

STEM WALLS.

CONCRETE IN FOOTINGS SHALL BE ALLOWED TO CURE FOR THREE (3) DAYS,

OR TO A COMPRESSIVE STRENGTH OF 2,000 PSI, PRIOR TO POURING OF

STEM WALLS.

8'-8"

3'-6"

8'-10"

3'-11"

4'-6"

1'-3"

4'-11"

4'-7"

4'-3"

2'-10"

2'-10"

9'-2"

1'-6"

5"

6"

3-3/4"

7'-2"

9"

1'-6"

South Bent - Approx.12' North Bent - Approx. 11'

1'-11"

1'-3"

South Bent - Approx. 12' North Bent - Approx. 11'

8"

6"3-3/4"

4"

1'-0"

1'-10"

DRAWN BY:

JDC

DATE:

06/11/2026

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SOUTH BENT PLAN VIEW, DIMENSIONAL

1" = 5'

1"Ø Anchor Bolts x 18" Project 5"

ASTM F1554, Grade 105

1"Ø Anchor Bolts x 18" Project 5"

ASTM F1554, Grade 105

A

A B B

C C

D

D

Footing Line

SOUTH BENT SECTION "A" & "D"

1" = 5'

South Bent Approx. El - 143.0 North Bent Approx. El - 142.0

#6 Bars Vert. @ 8" o.c.

#5 Bars Hor. @ 12" o.c.

2" Cl. Min.

Splice onto Bars S1 from footing.

Min Splice 18"

SOUTH BENT SECTION "B" & "C"

1" = 5'

1"Ø Anchor Bolts x 18" Project 5"

ASTM F1554, Grade 105

**MIRROR IMAGE FOR NORTH BENT

**MIRROR IMAGE FOR NORTH BENT

**MIRROR IMAGE FOR NORTH BENT

Class 2, Rubbed or Spray Finish

804.03.19.3.1 &2

THE 2017 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION ISSUED BY THE MISSISSIPPI DEPARTMENT OF

TRANSPORTATION SHALL BE THE GOVERNING SPECIFICATIONS FOR THIS

PROJECT UNLESS SUPERCEDED HEREIN.

CONCRETE IN FOOTINGS SHALL BE ALLOWED TO CURE FOR THREE (3) DAYS,

OR TO A COMPRESSIVE STRENGTH OF 3,000 PSI, PRIOR TO POURING OF

STEM WALLS.

CONCRETE IN FOOTINGS SHALL BE ALLOWED TO CURE FOR THREE (3) DAYS,

OR TO A COMPRESSIVE STRENGTH OF 3,000 PSI, PRIOR TO POURING OF

STEM WALLS.

1/2"Ø Anchor Bolts x 12" Project 6"

ASTM F1554, Grade 105

1/2"Ø Anchor Bolts x 12" Project 6"

ASTM F1554, Grade 105

Final Dimension TBD in Field

Final Elevation TBD in Field

SCALE

3/4"= 1'-0

DRAWN BY

SA DATE: 2/23/17

REV. 1DWG. NO. : 3.500 CATALOG NO. : SEE TABLES

SHEET 1 OF 1

3.5"Ø HELICAL PILES AND ANCHORS - UPSET CONNECTION

CONNECTION DETAIL

NOTES:

LEAD SECTION TABLE

CAT. # "A" "B" "C" "D" "E"

4607 5'-0 8" 4640 5'-0 8" 10" 4613 5'-0 10" 12" 4611 7'-0 10" 12" 4641 7'-0 8" 10" 12" 4617 7'-0 10" 12" 12"

RD.3047 10'-0 8" 10" 12" 14"

RD.2461 12'-0 8" 10" 12" 14"

* MULTI-HELIX ARE SPACED 3 DIAMETERS

OF THE LOWEST HELIX.

HELIX EXTENSIONS

CAT # "A" "B"

8705.8 5'-0 8"

8705.10 5'-0 10"

8705.12 5'-0 12"

8707.10 7'-0 10"

EXTENSIONS

CAT # "A"

8705 5'-0 8707 7'-0 8710 10'-0 8712 12'-0

"B" "C" "D" "B"

3" PITCH

(TYP.)

LEAD SECTION

"A"

HELIX EXTENSION EXTENSION

"A"

1" Ø HOLES TO

ACCEPT 7 8" Ø

THRU BOLTS

4"

8"

2"

7"

2"

3 12" O.D PILING

"A"

7"

(TYP.)

MECHANICAL TORQUE RATING - 14,510 FT-LB

*BASED ON A TORQUE FACTOR (Kt) = 7

ULTIMATE CAPACITY (COMP. & TENS.) - 101.6 KIP *

ALLOWABLE CAPACITY (COMP. & TENS.) - 50.8 KIP *

"E"

1. POLYETHYLENE POLYMER THERMOPLASTIC COATING PER ICC-ES AC 228.

(GALVANIZED AND UNCOATED PILES AVAILABLE UPON REQUEST)

2. LEAD AND EXTENSION SECTION LENGTHS ARE NOMINAL.

3. SHAFT MATERIAL IS 3 12" O.D., 0.254" WALL, MINIMUM Fy=65 KSI AND Fu=76 KSI, ASTM - A500.

4. HELIX BLADE MATERIAL IS HOT ROLLED, MINIMUM Fy=50 KSI AND Fu=80 KSI

CARBON STEEL. PLATE THICKNESS IS AVAILABLE IN 3 8" AND 12" THICKNESSES.

5. NOMINAL SPACING BETWEEN HELICAL PLATES IS THREE TIMES THE

DIAMETER OF THE LOWEST HELIX.

6. MANUFACTURER SHALL BE ISO 9001:2015 CERTIFIED.

7. ALL WELDING IS TO BE DONE BY WELDERS CERTIFIED UNDER SECTION 5 OF

THE AWS CODE D1.1.

8. ALL COUPLING BOLTS TO BE 7 8"Ø, SAE J429 GRADE 8 BOLTS. ( SAE J429

GRADE 5 IF GALVANIZED).

DRAWN BY:

JDC

DATE:

06/11/2026

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NOTES:

1. POLYETHYLENE COPOLYMER THERMOPLASTIC COATING PER ICC-ES AC 228

2. REFERENCE PRE-CONSTRUCTION BRACKET CHART FOR ALLOWABLE LOAD

CAPACITY OF BRACKET ONLY.

3. MANUFACTURER TO HAVE IN EFFECT INDUSTRY RECOGNIZED WRITTEN

QUALITY CONTROL AND ASSURANCE FOR ALL MATERIALS AND

MANUFACTURING PROCESSES.

4. MANUFACTURER SHALL BE ISO CERTIFIED.

5. ALL WELDING IS TO BE DONE BY WELDERS CERTIFIED UNDER SECTION 5 OF

THE AWS CODE D1.1.

6. THE CAPACITY OF THE UNDERPINNING SYSTEM IS A FUNCTION OF MANY

INDIVIDUAL ELEMENTS, INCLUDING THE CAPACITY OF THE FOUNDATION,

BRACKET, PIER SHAFT, HELICAL PLATE, AND BEARING STRATA, AS WELL AS

THE STRENGTH OF THE FOUNDATION BRACKET CONNECTION AND THE

QUALITY OF THE INSTALLATION OF THE PILE. YOUR ACHIEVABLE CAPACITIES

COULD BE HIGHER OR LOWER THAN THOSE LISTED DEPENDING ON THE ABOVE

FACTORS.

7. SEE ICC-ES EVALUATION REPORT ESR-1854 AND RAM JACK ENGINEERING

HANDBOOK FOR ALLOWABLE VALUES AND/OR CONDITIONS OF USE

CONCERNING MATERIAL PRESENTED IN THIS DOCUMENT. SCALE

3/4"= 1'-0

DRAWN BY

DLW DATE: 04/30/08

REV. 1

THIS DRAWING AND ITS CONTENTS

ARE CONFIDENTIAL AND THE

EXCLUSIVE PROPERTY OF RAM

JACK SYSTEMS DISTRIBUTION, LLC.

NO PUBLICATION, DISTRIBUTION OR

COPIES MAY BE MADE WITHOUT THE

EXPRESSED WRITTEN CONSENT OF

RAM JACK SYSTEMS DISTRIBUTION,

LLC. ALL RIGHTS RESERVED UNDER

COPYRIGHT LAWS.

NEW CONST. BRACKET CATALOG NO. : SEE TABLES

SHEET 1 OF 1

3" M

IN

2" FORM CAST

SAE GRADE 8 OR

ASTM A325 BOLTS AS

REQUIRED FOR UPLIFT

NOTE:

BRACKET SLEEVES FOR 3 12"Ø,

4 12"Ø & 5.563"Ø PILES FIT

INSIDE PILE SHAFTS

SIDE VIEWTOP VIEW

BRACKET

SLEEVE

BEARING

PLATE

16" Ø

STANDARD NEW CONSTRUCTION BRACKET CHART

PART

NUMBER

DIAMETER OF

PILE

ALLOWABLE LOAD

CAPACITY

BEARING PLATE

SIZE

BRACKET SLEEVE

AND LENGTH

4074 2 3 8" 24.2 KIPS PL 58" x 8" x 0'-8 2 7 8"Ø x 0'-8 4075 2 7 8" 20.6 KIPS PL 5 8" x4" x 0'-8 3 12"Ø x 0'-10 4079 2 7 8" 36.5 KIPS PL 58" x 8" x 0'-8 3 12"Ø x 0'-10 4076 3 12" 65.1 KIPS PL 1" x 9" x 0'-9 2 7 8"Ø x 0'-10 4077 4 12" 75.8 KIPS PL 1" x 9" x 0'-9 3 12"Ø x 0'-10

4078 5.563" 80 KIPS PL 1" x 10" x 0'-10 4 12"Ø x 0'-10

TYPICAL BRACKET w/

PILE ASSEMBLY DETAIL

NEW CONSTRUCTION BRACKET DETAIL

HELICAL PILE (REF.

APPROPRATE PILE

SPECIFICATIONS FOR

ADD'L INFO NOT SHOWN)

4"

3" CAST AGAINST SOILREF. TABLE FOR

PLATE SIZE

BRACKET

SLEEVE

DRAWN BY:

JDC

DATE:

06/11/2026

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