Dena'ina Convention Center Dock Leveler Upgrades

Location:	Alaska
Posted:	Jan 22, 2026
Due:	Feb 19, 2026
Agency:	City of Anchorage
Type of Government:	State & Local
Category:	20 - Ship and Marine Equipment Z - Maintenance, Repair or Alteration of Real Property
Solicitation No:	2026C003
Publication URL:	To access bid details, please log in.

Attachment Preview

PROJECT LOCATION

VICINITY MAP

DENA'INA CONVENTION CENTER

DOCK LEVELER UPGRADES

OWNER

MUNICIPALITY OF ANCHORAGE

MAINTENANCE & OPERATIONS DEPARTMENT

3640 E TUDOR ROAD, WAREHOUSE NO. 1

ANCHORAGE, ALASKA 99507

PROJECT MANAGER: TRAVIS O'ROURKE

T. 907.343.8256

STRUCTURAL AND ELECTRICAL ENGINEERS

COFFMAN ENGINEERS, INC

800 F STREET

ANCHORAGE, ALASKA 99501

T. 907.276.6664

F. 907.276.5042

800 F Street

Anchorage, AK 99501

ph 907.276.6664

www.coffman.com

COFFMAN PROJECT NO. 231027

AECC249

PROJECT LOCATION

PROJECT ADDRESS: 600 W. 7TH AVE. ANCHORAGE, AK 99501

SHEET NUMBER

DRAWING TITLE

GENERAL

G-001

COVER SHEET

STRUCTURAL

S-001

STRUCTURAL GENERAL NOTES

S-501

DEMOLITION DETAILS

S-502

INSTALLATION DETAILS

S-601

REBAR DETAILS

E-100

ELECTRICAL/INSTRUMENTATION

ELECTRICAL LEGEND, ABREVIATIONS, AND PLAN

E-200

ELECTRICAL RISER AND PANEL SCHEDULE

E-300

ELECTRICAL SPECIFICATIONS

REV STATUS

1 IFC

SCOPE OF WORK OVERVIEW:

1. INSTALL TWO REPLACEMENT AND TWO NEW MOTOR OPERATED

LOADING DOCK LEVELERS. NEW PITS WILL BE CONSTRUCTED FOR

NEW LOADING DOCK LEVELERS.

2. INSTALL NEW DOCK LEVELERS AND ASSOCIATED CONTROL

PANELS AND DISCONNECTS. DOCK LEVELERS AND CONTROL

PANELS WILL BE PROCURED BY CONTRACTOR. THE DOCK

LEVELER BASIS OF DESIGN IS THE SERCO HFC8740-20 WITH

OPTIONAL 20" LIP, ENERGY GUARD WEATHERSEAL SYSTEM, AND

VB620-11 BUMPERS.

3. INSTALL POWER AND CONTROL WIRING FOR THE NEW LOADING

DOCK LEVELERS.

G-001

STRUCTURAL NOTES:

THE FOLLOWING NOTES APPLY UNLESS INDICATED OTHERWISE:

CODES AND STANDARDS

ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE

REQUIREMENTS OF THESE DRAWINGS, INTERNATIONAL BUILDING CODE (IBC) 2018

EDITION AND ASCE 7-16 "MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR

BUILDINGS AND OTHER STRUCTURES" AS ADOPTED BY THE MUNICIPALITY OF

ANCHORAGE.

DESIGN LOADS

RISK CATEGORY II

WIND

BASIC WIND SPEED

EXPOSURE CATEGORY

IMPORTANCE FACTOR

TOPOGRAPHIC FACTOR

DIRECTIONALITY FACTOR

GROUND ELEVATION FACTOR

GUST FACTOR

ENCLOSURE CLASSIFICATION

V = 145 MPH

EXSPOSURE B

Iw = 1.0

Kzt = 1.0

Kd = 0.85

Ke = 1.0

G = 0.85

ENCLOSED

SEISMIC

SPECTRAL ACCEL., SHORT

SPECTRAL ACCEL., 1.0 SEC

DESIGN SPECTRAL ACCEL., SHORT

DESIGN SPECTRAL ACCEL., 1.0 SEC

IMPORTANCE FACTOR

SITE CLASS

SEISMIC DESIGN CATEGORY

Ss = 1.5

S1 = 0.679

Sds = 1.2

Sd1 = 0.770

Ie = 1.0

D, ASSUMED

SCOPE

1. COORDINATE REMOVAL OF EXISTING DOCK LEVELERS WITH VENDOR.

SHORTEN EXISTING DOCK LEVELER PITS LOCATED AT DOCKS 3 AND 4.

CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF DOCK LEVELERS

AND ASSOCIATED EQUIPMENT.

2. DEMOLISH FLOOR SLAB AT DOCKS 2 AND 5 TO ALLOW FOR PLACEMENT OF

NEW DOCK LEVELER PITS. SCAN FOR EXISTING CONDUIT BEFORE

DEMOLITION.

3. CUT A TRENCH IN THE CONCRETE SLAB ON GRADE FROM THE JUNCTION

BOX TO THE DOCK LEVELER PITS TO ROUTE CONDUIT FOR OPERATION OF

NEW DOCK LEVELERS. SCAN FOR EXISTING CONDUIT BEFORE DEMOLITION.

4. REMOVE AND REPLACE EXISTING BUMPERS.

5. INSTALL (4) NEW DOCK LEVELERS PER MANUFACTURER INSTRUCTIONS.

GENERAL

REFERENCE STANDARDS:

REFER TO CHAPTER 35 OF THE IBC. WHERE OTHER STANDARDS ARE NOTED IN

THE DRAWINGS, USE THE LATEST EDITION OF THE STANDARD UNLESS A SPECIFIC

DATE IS INDICATED. REFERENCE TO A SPECIFIC SECTION IN A CODE DOES NOT

RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE STANDARD.

SITE VERIFICATION:

THESE DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.

WHERE CONDITIONS ARE NOT SPECIFICALLY SHOWN, SIMILAR DETAILS OF

CONSTRUCTION SHALL BE USED, SUBJECT TO THE REVIEW AND APPROVAL OF THE

OWNER'S REPRESENTATIVE.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE.

CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITION SHALL BE

BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE BEFORE

PROCEEDING WITH THE WORK.

GENERAL CONTRACTOR NOTES:

THE GENERAL CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES

AND STRUCTURES AFFECTING THE WORK. NOTIFY THE OWNER'S REPRESENTATIVE

IN WRITING OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND WHAT IS

SHOWN IN THE CONTRACT DOCUMENTS WHICH WILL ADVERSELY AFFECT THE

WORK.

THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING

REQUIRED FOR INSTALLATION OF ALL COMPONENTS OF THE CONTRACT. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE

METHODS, TECHNIQUES, AND SEQUENCES OF PROCEDURES REQUIRED TO

PERFORM THE WORK. THE CONTRACTOR SHALL COORDINATE ALL TRADES AND

VERIFY DIMENSIONS IN THE FIELD.

ANY DAMAGE DONE DURING INSTALLATION/DEMOLITION NOT INCLUDED IN THE

PROJECT SCOPE SHALL BE REPAIRED IN KIND USING REASONABLE MEANS AND

METHODS AT NO ADDITIONAL COST TO THE OWNER.

SOILS:

CONTRACTOR SHALL REUSE IN-SITU SOIL UNDER EXISTING CONCRETE. COMPACT TO

95% MAXIMUM DENSITY AND SHORE AS REQUIRED BEFORE PLACEMENT OF CAST-IN

CONCRETE.

CAST-IN-PLACE CONCRETE

REINFORCING STEEL:

ALL REINFORCING STEEL SHALL CONFORM TO ACI AND ASTM SPECIFICATIONS AS

FOLLOWS:

DEFORMED BARS

ASTM A615, GRADE 60

BAR SUPPORTS SHALL BE PER CRSI MSP-09 28TH EDITION, CHAPTER 3 "BAR

SUPPORTS." TIE WIRE SHALL BE 16 GAGE OR HEAVIER, BLACK ANNEALED WIRE.

PROVIDE #5 CONTINUOUS RISER BARS TO SUPPORT ALL SLAB AND FOOTING

REINFORCEMENT. REINFORCING STEEL SHOP DRAWINGS SHALL BE PREPARED BY AN

EXPERIENCED DETAILER CONFORMING TO STANDARD PRACTICE OUTLINED IN ACI

REPORT 315.

LAP ALL REINFORCING WITH CLASS B LAP SPLICE PER ACI 318.

CONTRACTOR SHALL SUBMIT REINFORCING STEEL SHOP DRAWINGS FOR REVIEW

PRIOR TO FABRICATION.

MECHANICAL ANCHORS

CONCRETE EXPANSION ANCHORS SHALL BE HILTI KWIK BOLT TZ2 ESR-4266 OR

APPROVED EQUAL.

DRILLING SHALL BE PERFORMED WITH A ROTARY HAMMER DRILL AND CARBIDE TIPPED

DRILL BIT IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THE

APPLICABLE ICC EVALUATION REPORT.

BORE HOLE CLEANING PROCEDURES MUST COMPLY WITH THE MANUFACTURER'S

INSTRUCTIONS AND THE APPLICABLE ICC EVALUATION REPORT IN ORDER TO PRODUCE

A DRY, DUST-FREE HOLE.

EPOXY ANCHORS AND DOWELS:

DRILLED-IN EPOXY DOWELS SHALL BE STEEL REINFORCEMENT AND EMBEDMENT PER

THE STRUCTURAL DRAWINGS. HOLE DRILLING, EPOXY INJECTION, AND DOWEL

PLACEMENT SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. EPOXY

SHALL BE "HIT-RE 500SD" ADHESIVE ANCHOR SYSTEM FOR CONCRETE BY HILTI

FASTENER SYSTEMS. "SET-XP" BY SIMPSON STRONG-TIE CO., "PURE110+" BY DEWALT,

OR APPROVED EQUIVALENT. ICC CERTIFICATION REQUIRED.

CONCRETE:

MATERIALS AND WORKMANSHIP SHALL CONFORM TO ACI, AND ASTM SPECIFICATIONS

AS FOLLOWS:

COMPRESSIVE STRENGTH

ASTM C39; 4000 PSI AT 28 DAYS.

MAX AGGREGATE SIZE

CEMENT

WATER

WATER/CEMENT RATIO

ASTM C150; TYPE I, II, OR III

POTABLE.

0.45 MAXIMUM BY WEIGHT.

CONTRACTOR SHALL SUBMIT MIX DESIGN(S) FOR REVIEW PRIOR TO MATERIAL

PURCHASE.

CONTRACTOR SHALL APPLY A HARD TROWEL FINISH TO CONCRETE SURFACE.

CONCRETE COVER:

CONFORM TO THE FOLLOWING COVER REQUIREMENTS UNLESS NOTED OTHERWISE IN

THE DRAWINGS.

CONCRETE CAST AGAINST EARTH

CONCRETE EXPOSED TO EARTH OR WEATHER

CONCRETE NOT EXPOSED TO EARTH OR WEATHER 1.5"

BONDING AGENT

CONCRETE BONDING AGENT SHALL CONFORM TO ASTM C1059 AND BE APPLIED TO

HARDENED CONCRETE SURFACE PRIOR TO POURING OF NEW CONCRETE PER VENDOR

RECOMMENDATIONS.

STRUCTURAL STEEL

MATERIALS

STEEL:

ANGLES

HSS

ASTM A36, FY = 36 KSI, HOT-DIP

GALVANIZED

ASTM A500 GR. B OR C HOT-DIP

GALVANIZED

FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH AISC SPECIFICATIONS.

STRUCTURAL STEEL, MISCELLANEOUS STEEL, METAL FABRICATIONS, AND STEEL

FASTENERS SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A123 OR A153

AS APPLICABLE.

STRUCTURAL STEEL WELDING:

ALL STRUCTURAL WELDING SHALL BE PRE-QUALIFIED AND CONFORM TO AISC AND AWS

SPECIFICATIONS AS FOLLOWS:

WELDERS

CERTIFIED FOR ROD AND POSITION

ELECTRODES

SMAW-E70XX; HEAVY COATED; LOW HYDROGEN

FCAW-E70XX; LOW HYDROGEN

MINIMUM WELD

CONT. FILLET PER AISC TABLE J2.4

ALL WELDING SHALL BE PERFORMED BY AWS CERTIFIED WELDERS HAVING CURRENT

CERTIFICATES AND EXPERIENCE IN THE TYPE OF WELD BEING PERFORMED. WELDING

CERTIFICATES SHALL BE THOSE ISSUED BY AN ACCEPTED TEST AGENCY. ALL WELDING

SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF AWS D1.1. USE E70 SERIES

LOW HYDROGEN ELECTRODES STORED AND MAINTAINED IN DRY CONDITION PER AWS.

GROUT

GROUT - 5000 PSI MINIMUM 7-DAY CUBE STRENGTH. GROUT TO BE PREMIXED,

NON-METALLIC, NON-SHRINK. ICBO CERTIFICATION REQUIRED. USE SPECIFIC GROUT

MIX RECOMMENDED BY MANUFACTURER FOR EACH GROUT APPLICATION AND FOLLOW

MANUFACTURER'S INSTRUCTIONS.

SUBMITTALS

SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO

THE OWNER'S REPRESENTATIVE AND SHALL BE REVIEWED FOR GENERAL

CONFORMANCE WITH THE DRAWINGS. SUBMITTAL ITEMS SHALL NOT BE FABRICATED

OR INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED

BY THE OWNER'S REPRESENTATIVE.

SUBMITTAL ITEMS INCLUDE:

1. CONCRETE MIX DESIGN

2. REBAR SHOP DRAWINGS

3. WELDING CERTIFICATIONS

4. DOCK LEVELER MANUFACTURER DATA SHEETS

CONSTRUCTION NOTES

1. REMOVE DELAMINATED OR DETERIORATED CONCRETE UNTIL SOLID CONCRETE

IS ENCOUNTERED.

2. CHECK SURFACES TO ENSURE THEY ARE FREE FROM LOOSE AGGREGATE OR

ADDITIONAL DELAMINATIONS OR SPALLINGS.

3. EXPOSED REINFORCING BARS SHALL BE CLEANED OF SCALE, RUST, DIRT, OIL,

AND OTHER DELETERIOUS MATERIAL.

4. FORMS SHALL BE WATER TIGHT.

5. AT INTERFACES BETWEEN EXISTING AND NEW CONCRETE, ROUGHEN EXISTING

SURFACE TO 1/4" AMPLITUDE MINIMUM. CLEAN AND APPLY BONDING AGENT TO

ROUGHENED CONCRETE SURFACE IMMEDIATELY BEFORE CASTING NEW

CONCRETE.

S-501

EXTENTS OF WORK

1 OVERALL PROJECT LAYOUT

S-001 SCALE: 1/32"=1'-0"

NORTH

SPECIAL INSPECTIONS

THE FOLLOWING SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH

IBC 1705 BY QUALIFIED PERSONNEL EMPLOYED BY THE MOA. THE CONTRACTOR

SHALL COORDINATE WORK WITH SPECIAL INSPECTORS.

SOILS AND FOUNDATIONS:

PREPARATION OF SUBGRADE PRIOR TO COMPACTED FILL - PERIODIC

CONCRETE:

CONCRETE REINFORCING - PERIODIC

DRILLED IN ANCHORS AND DOWELS - CONTINUOUS

MECHANICAL ANCHORS - PERIODIC

SAMPLING OF CONCRETE FOR COMPRESSIVE STRENGTH, SLUMP & AIR TESTS -

CONTINUOUS

STEEL CONSTRUCTION:

FIELD WELDING - PERIODIC, VISUAL

EQUIPMENT:

DOCK LEVELER INSTALLATION - PERIODIC

ABBREVIATIONS:

BOT

BOTTOM

CLR

CLEAR

CONC

CONCRETE

COORD

COORDINATE

DEMO

DEMOLISH OR DEMOLITION

(E)

EXISTING

EACH WAY

HOR

HORIZONTAL

MIN

MINIMUM

MOA

MUNICIPALITY OF

ANCHORAGE

NTD

NON-DESTRUCTIVE

TESTING

NTS

NOT TO SCALE

O.C.

REINF

STD

TYP

T&B

VERT

VIF

ON CENTER

RADIUS

REINFORCE OR

REINFORCEMENT

STANDARD

TYPICAL

TOP AND BOTTOM

VERTICAL

VERIFY IN FIELD

WITH

MATTHEW C. STIELSTRA

Nov 15, 2023

TERED

No. SE 13701

PROFESSIONA

ENGI

Date

Design

Drawn

Job No.

Sheet No.

11/2023

BMH

MCS

231027

S-001

DOCK 2

(E) L3x3x1/4, TYP

(E) DOCK

LEVELER PIT

7'-5" VIF

DOCK 3

(E) L3x3x1/4, TYP

(E) DOCK

LEVELER PIT

7'-5" VIF

DOCK 4

DOCK 5

NOTE:

1. LOCATE TRENCH BELOW DOCK LEVELER CONTROL PANEL.

CONTRACTOR TO CONDUCT GROUND PENETRATING RADAR (GPR)

SCAN OR OTHER APPROVED NDT TO LOCATE EXISTING CONDUIT.

COORDINATE WITH ELECTRICAL CONTRACTOR TO PERFORM

DEMOLITION WITHOUT DISTURBING EXISTING CONDUIT.

2. CONTRACTOR TO SHORE SOIL AS REQUIRED DURING DEMO.

3. SELECTIVE DEMOLITION 9" PAST DOCK LEVELER PIT SIDE WALLS ON

EACH SIDE OF DEMO AREA. HORIZONTAL REINFORCEMENT TO

REMAIN.

1 EXISTING DOCK PLAN

S-501 SCALE: 1/8"=1'-0"

NORTH

CAUTION! ESTIMATED ROUTING

OF EXISTING SECURITY WIRING.

SEE NOTE 1.

(2) 1-1/2"Øx12" HOLES FOR

CONDUIT PER SECTION

6'-10"

7'-5" VIF

S-502

2 DOCK 3&4 DEMOLITION PLAN

S-501 SCALE: 3/8" = 1'-0"

DEMO 12"x15-3/8"

CONDUIT TRENCH

PER ELECTRICAL.

SEE NOTE 1.

(E) WALL VIF

CAUTION! ESTIMATED ROUTING

OF EXISTING SECURITY WIRING.

SEE NOTE 1.

4/5

6'-10"

S-502

DEMO 12"x16"

CONDUIT TRENCH

PER ELECTRICAL.

SEE NOTE 1.

(E) WALL VIF

PROPOSED

PIT WALL

8'-0"

EXTENTS OF DEMO,

CENTERED IN

DOORWAY. SEE

SECTION

(E) BOLLARD TO REMAIN TYP (OF 2)

(E) WALL TO REMAIN TYP (OF 2). SEE NOTE 3.

3 DOCK 2&5 DEMOLITION PLAN

S-501 SCALE: 3/8" = 1'-0"

7'-5"

EXTENTS OF NEW WALL. REINF

NOT SHOWN FOR CLARITY.

11"

DRILL 1-1/2"Ø HOLES TO

TRENCH FOR CONDUIT.

COORD. W/ ELECTRICAL.

4 TYPICAL CONDUIT PENETRATION

S-501 SCALE: 1" = 1'-0"

7'-3" TO PROPOSED WALL

(E) FLOOR SLAB

MATTHEW C. STIELSTRA

Nov 15, 2023

TERED

No. SE 13701

PROFESSIONA

ENGI

(E) REINF, TYP

EXTENTS OF

DEMO

NOTE 2

EXTENTS OF

PROPOSED DOCK

LEVELER PIT

1'-0" VIF

(E) WALL

5 DOCK 2&5 DEMOLITION SECTION

S-501 SCALE: 1" = 1'-0"

01234

3/8"=1'-0"

1"=1'-0"

Date

Design

11/2023

BMH

Drawn

MCS

Job No.

231027

Sheet No.

S-501

#4 DOWEL 4" EPOXY EMBED EACH END

#4 HOOKS 4" EPOXY EMBED W/

STD HOOKS, 12" O.C., TYP

7'-5"

- TYP

7'-5" VIF

5-36

SEE NOTE 4

CONDUIT TRENCH BEYOND

CONDUIT HOLES, TYP

SLAB REINF NOT SHOWN

NOTE:

1. CONTRACTOR TO SHORE RETAINED SOIL AS REQUIRED.

2. L3x3x1/4 CORNER REINFORCEMENT SHALL BE WELDED WITH 1/4"

SEAM WELDS.

3. CUT OFF BOLTS FLUSH WITH WALL OR GROUT HOLES THAT CAN NOT

BE REUSED FOR NEW BUMPER ANCHORS.

4. WELD DOCK LEVELER TO CORNER REINFORCEMENT/HSS SPACER

PER VENDOR WRITTEN RECOMMENDATIONS.

WELD HSS2x2x1/4 FLUSH W/

L3x3x1/4 CORNER REINF

PER SECTION

1 DOCK 3&4 INSTALLATION PLAN

S-502 SCALE: 1/2" = 1'-0"

#4 DOWEL 4" EPOXY EMBED

#4 DOWEL 4" EPOXY EMBED EACH END

#4 HOOKS 4" EPOXY EMBED W/

STD HOOKS, 12" O.C., TYP

8'-0"

- TYP

EPOXY EMBED 6" BOTH

ENDS PER SECTION.

ONLY ONE HOR REINF

SHOWN FOR CLARITY.

NOTE 4

#5 REINF PER SECTION

REUSE (E) BOLLARD, TYP (OF 2)

INSTALL L3x3x1/4

CORNER REINF PER

SECTION. SEE NOTE 2.

4 SIM

7'-3"

2 DOCK 2&5 INSTALLATION PLAN

S-502 SCALE: 1/2" = 1'-0"

3 DOCK 3&4 INSTALLATION SECTION

S-502 SCALE: 1" = 1'-0"

#5 DOUBLE HOOK W/ STD

HOOK AND 6" EPOXY

EMBED, @12" O.C.

7'-3" TO PROPOSED WALL

INSTALL NEW L3x3x1/4

CORNER REINF W/

1/2"Øx6" STUD @12" O.C.,

SEE NOTE 4.

#5 VERT @12"

O.C.

2" CLR

#5 RODS EPOXY

6" INTO FLOOR

SLAB EACH

END, TYP (OF 6).

SEE PLAN

2" CLR

FILL DEMOLISHED

AREAS WITH CONC.

SEE NOTE 1.

1'-0" VIF

#5 STD HOOK @12"

O.C., 8" EPOXY EMBED

INTO (E) WALL

#5 HOR REINF

@12" O.C. EW T&B

4 DOCK 2&5 INSTALLATION SECTION

S-502 SCALE: 1" = 1'-0"

CONCRETE

FLOOR +0'-00"

DOCK LEVELER

PIT -1'-8"

7'-1"

L3x3X1/4 CORNER REINF PER SECTION. SEE NOTE 2

3/4"Øx4" MIN EMBED EXPANSION ANCHOR, TYP (OF 8).

SEE NOTE 3.

REMOVE AND REPLACE (E) BUMPERS W/

VB620-11 BUMPER.

5 TYPICAL DOCK LEVELER ELEVATION

S-502 SCALE: 1" = 1'-0"

#4 HOOK

BEYOND

1'-0"±

#4 REINF PER

PLAN

#4 HOOK

CENTERED IN

SLAB PER PLAN

DEMO CONC AND

REMOVE SOIL AND

REPLACE IN KIND.

CONDUIT PER

ELECTRICAL

6 TYPICAL CONDUIT TRENCH

S-502 SCALE: 1-1/2" = 1'-0"

MATTHEW C. STIELSTRA

Nov 15, 2023

TERED

No. SE 13701

PROFESSIONA

ENGI

VB620-11 BUMPER

PER VENDOR

INSTALL

3/4"x4-1/4"

EXPANSION

ANCHOR TYP

(OF 8)

7 TYPICAL BUMPER SECTION

S-502 SCALE: 1-1/2" = 1'-0"

012

1/2"=1'-0"

1"=1'-0"

1 1/2"=1'-0"

Date

Design

Drawn

Job No.

Sheet No.

11/2023

BMH

MCS

231027

S-502

NORMAL WT.

CONCRETE

f'c (psi)

4000

4500

5000

4000

4500

5000

0.375"

SPLICE OR DEVELOPMENT LENGTH (INCHES)

0.500"

0.625"

"CLASS B" TENSION LAP SPLICE SCHEDULE

0.750"

0.875"

1.000"

DEVELOPMENT LENGTH "Ld" SCHEDULE

0.750"

0.875"

1.000"

1.128"

1.270"

#10

101

1.270"

#10

1.410"

#11

111

104

1.410"

#11

NOTES:

1. SCHEDULE APPLIES TO UNCOATED GRADE 60 BARS IN NORMAL WEIGHT CONCRETE.

2. ALL SPLICES SHALL BE CLASS B SPLICES UNLESS INDICATED OTHERWISE.

3. TOP BARS (INDICATED WITH "T" IN SCHEDULE) ARE HORIZONTAL TOP BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BARS.

4. BOTTOM BARS (INDICATED WITH "B" IN SCHEDULE) ARE ALL VERTICAL BARS AND HORIZONTAL BARS WITH LESS THAN 12" OF CONCRETE

CAST BELOW HORIZONTAL BARS.

5. ANY PORTION OF A STRAIGHT BAR EMBEDMENT LENGTH NOT WITHIN THE CONFINED CORE SHALL BE INCREASED BY A FACTOR OF 1.6.

6. ALL HORIZONTAL SPLICES SHALL BE STAGGERED AS SHOWN. IF MORE THAN 50% OF VERTICAL REINFORCING IS LAP SPLICED WITHIN

THE REQUIRED LAP SPLICE LENGTH. THE LAP SPLICE LENGTH SHALL BE INCREASED BY 33%.

7. LAP SPLICES LISTED IN THE SCHEDULE ARE CLASS B LAPS, FOR CLASS A LAPS REDUCE LENGTH BY 25%.

12" MIN

1 1/2" OR

WIRED IN CONTACT

TOP REINF

SLOPE 1:12

MAX, TYP

BOT REINF

HOOKED DOWEL DEVELOPMENT LENGTHS IN

TENSION (INCHES)

BAR SIZE

#10

#11

4000 PSI

CONCRETE

EMBEDMENT

4500 PSI

CONCRETE

5000 PSI

CONCRETE

EXTENSION

90° HOOK

4.5

180°

HOOK

2.5

6.0

2.5

7.5

2.5

9.0

3.0

10.5

3.5

12.0

4.0

13.5

4.5

15.0

5.0

16.5

5.5

NOTES:

1. DEVELOPMENT LENGTH IS BASED ON 2 1/2" MINIMUM SIDE COVER AND 2" MINIMUM END COVER.

2. INCREASE EMBEDMENT LENGTHS BY 20% FOR EPOXY COATED BARS.

MINIMUM DIAMETER OF

BEND (INCHES)

2.25

3.0

3.75

4.5

5.25

6.0

9.0

10.0

11.0

DIAMETER

OF BEND

EMBEDMENT

DIAMETER

OF BEND

EMBEDMENT

90° HOOK

EXTENSION

180° HOOK

MATTHEW C. STIELSTRA

Nov 15, 2023

TERED

No. SE 13701

PROFESSIONA

ENG

Date

Design

Drawn

Job No.

Sheet No.

11/2023

BMH

MCS

231027

S-601

This is the opportunity summary page. It provides an overview of this opportunity and a preview of the attached documentation.

Dena'ina Convention Center Dock Leveler Upgrades

Attachment Preview

See also