item special - noise barriers general..."strength iii" load case 5. design load cases:...

GENERAL

ITEM SPECIAL - NOISE BARRIERS

01-

16-09

THE CENTERLINE OF NOISE BARRIER ALIGNMENT. REFER TO SHEETS 8 & 9 OF 13.

THE CENTER OF DRILLED SHAFTS FOR TYPE C, D AND E POSTS ARE OFFSET FROM

1 AFTER 25 CYCLES; AND 2.5 AFTER 50 CYCLES

SALT SCALING: ASTM C672 VISUAL RATING = 0 AFTER 5 CYCLES;

FIRE RATING: ASTM E84 CLASS A FLAME SPREAD RATING

MAXIMUM MASS LOSS = 5% @ 300 CYCLES

FREEZE THAW: ASTM C666 PROCEDURE A

MINIMUM NRC (NOISE REDUCTION COEFFICIENT) = 0.70

ASTM C423 AND ASTM E795

MINIMUM STC (SOUND TRANSMISSION CLASS) = 30

ACOUSTICAL: ASTM E90 AND ASTM E413

WWW.DOT.STATE.OH.US/DIVISIONS/PLANNING/ENVIRONMENT

MAINTAINED ON THE OFFICE OF ENVIRONMENTAL SERVICES WEBSITE:

SELECT AN ABSORPTIVE MATERIAL SUPPLIER FROM THE APPROVED LIST

STRUCTURAL CONCRETE/ABSORPTIVE MATERIAL INTERFACE.

THE SOUND ABSORPTIVE MATERIAL TO PREVENT DELAMINATION AT THE

MIX DESIGN AND COMPOSITE PANEL PRODUCTION PROCESS ARE COMPATIBLE WITH

SUPPLIER CERTIFYING THAT THE PANEL MANUFACTURER'S STRUCTURAL CONCRETE

PROVIDE THE ENGINEER A LETTER FROM THE SOUND ABSORPTIVE MATERIAL

BE LESS THAN 3" OR GREATER THAN 1'-0", EXCEPT AT ANGLE BREAKS GREATER THAN 30°.

REQUIRED, THE ELEVATION DIFFERENCE BETWEEN ADJACENT PANELS IS NOT PERMITTED TO

MINIMIZE THE NUMBER OF PANEL JOINTS. PROVIDE UNIFORM STEPS IF STEPS ARE

10. HORIZONTAL PANEL JOINTS:

POST SPACINGS PROVIDED IN THIS STANDARD RANGE FROM 8'-0" MIN. TO 24'-0" MAX.9.

20'-0". THE MINIMUM BOTTOM PANEL HEIGHT SHALL BE 4'-0".

IN 1'-0" INCREMENTS. PROVIDE STACKED PANELS TO A MAXIMUM BARRIER HEIGHT OF

PANEL HEIGHTS PROVIDED IN THIS STANDARD RANGE FROM 2'-0" TO 8'-0" INCLUSIVE,

PANEL HEIGHTS:8.

NOISE BARRIER HEIGHTS SHALL EQUAL OR EXCEED THE ACOUSTIC PROFILE.7.

DETERIORATION OR DELAMINATING FOR ALL NON-PREAPPROVED MATERIALS.

PROVIDE DOCUMENTATION OF A MINIMUM 10-YEAR PERFORMANCE HISTORY OF NO

THAW, FIRE RATING AND SALT SCALING REQUIREMENTS LISTED BELOW. ALSO

CERTIFIED LABORATORY TEST DATA DOCUMENTING THE ACOUSTICAL, FREEZE

ENVIRONMENTAL SERVICES. FOR APPROVED EQUAL CONSIDERATION, PROVIDE

THE LIST BELOW OR EQUAL AS APPROVED BY THE ODOT OFFICE OF

CONCRETE PANELS. SELECT A PREAPPROVED SOUND ABSORPTIVE MATERIAL FROM

THE SOUND ABSORPTIVE MATERIAL SHALL BE INTEGRAL WITH THE PRECAST

SOUND ABSORPTIVE MATERIAL:

FURNISH FOAM BACKER ROD MEETING ASTM D5249, TYPE 1 OR 3.

MATERIALS (PAPER, ROPE AND OPEN CELL FOAM) ARE NOT ACCEPTABLE.

THE BACKER ROD DIAMETER WILL BE AS SHOWN ON SHEET 6/13. OTHER BACKUP

THE BACKER ROD SHALL BE AN EXPANDED, CLOSED CELL POLYETHYLENE FOAM.

FOAM BACKER ROD:

THIS ACCEPTANCE ARE NON-EXCUSABLE ACCORDING TO C&MS 108.06.E.

FOR INCORRECT FABRICATION AS A RESULT OF FAILURE TO COORDINATE OR PERFORM

BY OTHER FABRICATORS AND ENTITIES ON THE PROJECT. DELAYS TO THE CONTRACTOR

BEEN COORDINATED AND VERIFIED WITH THE DETAILS OF THE WORK TO BE PERFORMED

REQUIREMENTS. THE CONTRACTOR FURTHER REPRESENTS THAT THESE DRAWINGS HAVE

MATERIALS REQUIREMENTS, CONSTRUCTION REQUIREMENTS AND CONTRACT

MEASURED AND VERIFIED, AND THAT THESE SHOP DRAWINGS COMPLY WITH ALL THE

DIMENSIONS AND ELEVATIONS OF CONDITIONS SHOWN ON THE PLANS HAVE BEEN FIELD

THESE DRAWINGS, THE CONTRACTOR REPRESENTS TO THE DEPARTMENT THAT ALL

BETWEEN THE CONTRACTOR, THE FABRICATOR AND THE DEPARTMENT. BY ACCEPTING

OF FIELD VERIFICATION, AS REQUIRED, AND DESCRIPTIONS OF ISSUES RESOLVED

LETTER THAT DOCUMENTS ACCEPTANCE OF THE SHOP DRAWINGS INCLUDING CONFIRMATION

THE CONTRACTOR SHALL ALSO PROVIDE AN ELECTRONINC COPY OF A WRITTEN ACCEPTANCE

4733-35. DEPARTMENT ACCEPTANCE OF THE SUPPORTING CALCULATIONS IS NOT REQUIRED.

SEAL AND DATE THE CALCULATION COVER SHEET ACCORDING TO ORC 4733 AND OAC

THE SAME INDIVIDUAL. HAVE AN OHIO REGISTERED ENGINEER REVIEW, APPROVE, SIGN,

FOR THEIR CONTENT RESPONSIBILITY. THE PREPARER(S) AND CHECKER(S) SHALL NOT BE

CALCULATION RESPONSIBILITY. PREPARE(S) AND CHECKER(S) SHALL INITIAL EACH SHEET

WELL AS THE PREPARER(S) AND CHECKER(S): FIRST NAME, LAST NAME, INITIALS AND

SHEET CONTAINING A LISTING OF THE SPECIFIC STANDARD DETAILS BEING MODIFIED, AS

AVAILABLE AT THE TIME OF THE PROJECT SALE DATE. PROVIDE A CALCULATION COVER

INDIVIDUALS IN ACCORDANCE WITH THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS

DRAWING. THE CALCULATIONS SHALL BE PREPARED AND CHECKED BY COMPETENT

OF THE PANELS, POSTS, BASE PLATES AND ANCHORAGES PROVIDED BY THIS STANDARD

PROVIDE SUPPORTING CALCULATIONS FOR ALL MODIFICATIONS TO THE STRUCTURAL DESIGN

AUTHORITY AS DEFINED IN 105.01.

THE ABSENCE OF DEPARTMENT ACCEPTANCE DOES NOT SUPERSEDE THE ENGINEER'S

DATED BY AN OHIO REGISTERED ENGINEER. DEPARTMENT ACCEPTANCE IS NOT REQUIRED.

ACCORDANCE WITH C&MS 105.02. THE SHOP DRAWINGS SHALL BE SIGNED, SEALED AND

PREPARED SHOP DRAWINGS TO THE OFFICE OF ENVIRONMENTAL SERVICES AND OMM IN

AT LEAST 30 DAYS BEFORE FABRICATION BEGINS, SUBMIT AN ELECTRONIC COPY OF THE

COMPONENTS IN THE PROJECT PROGRESS SCHEDULE AS REQUIRED BY C&MS 108.02.

FABRICATION. INCLUDE THE FABRICATION SCHEDULE FOR ALL NOISE BARRIER WALL

PROVIDE SHOP DRAWINGS FOR ALL NOISE WALL COMPONENTS THAT REQUIRE SHOP

11. SHOP DRAWINGS:

LETTERS SHALL BE SUBMITTED IN 8•" X 11" SHEET SIZE.

SHOP DRAWINGS SHALL BE SUBMITTED IN 11' X 17" SHEET SIZE AND ACCEPTANCE

ALL ELECTRONIC DOCUMENTS SHALL BE IN PORTABLE DOCUMENT FORMAT (PDF).

ACCORDING TO C&MS 108.06.E.

SHOP DRAWING ERRORS OR OMISSIONS FOUND AT ANY TIME ARE NON-EXCUSABLE

IDENTIFY AND DATE ALL REVISIONS ON SHOP DRAWINGS. DELAYS RESULTING FROM

FACILITES, MSE WALL COMPONENTS, OR SOME OTHER OBSTRUCTION.

POOR SOIL CONDITIONS AND/OR AVOID CONFLICTS WITH UTILITIES, DRAINAGE

APPROVED BY THE OFFICE OF GEOTECHNICAL ENGINEERING IN ORDER TO ACCOMMODATE

FOUNDATIONS UNLESS ANOTHER DRILLED SHAFT SIZE OR FOUNDATION TYPE IS

THE NOISE BARRIER POSTS SHALL BE SUPPORTED BY 30" DIAMETER DRILLED SHAFT

DRILLED SHAFTS:14.

PANEL.

PREFORMED BEARING PADS. USE A MAXIMUM OF 2 BEARING PADS AT EACH END OF THE

INCHES. THE BEARING PADS SHALL CONFORM TO ODOT CMS SECTION 711.21,

BEARING PADS SHALL BE A MINIMUM „" THICK AND COVER A MINIMUM OF 25 SQUARE

BETWEEN THE BOTTOM OF THE NOISE PANEL AND THE BEARING SURFACE. THE

ALL BOTTOM NOISE BARRIER PANELS REQUIRE A NEOPRENE PREFORMED BEARING PAD

BEARING PADS:13.

WALLS MAY HAVE BEEN GRANTED.

THIS SHALL ALSO APPLY IN AREAS WHERE A PARTIAL ACCEPTANCE OF THE COMPLETED

OF THE ENTIRE PROJECT AND RESEAL THE AREA AT NO EXPENSE TO THE DEPARTMENT.

REMOVE LEACHING OR EFFLORESCENCE THAT OCCURS PRIOR TO FINAL ACCEPTANCE

BREAKS GREATER THAN 30°.

ACROSS ADJACENT BAYS WITH THE SAME TOP OF WALL ELEVATION, EXCEPT AT ANGLE

FOR AESTHETIC PURPOSES, HORIZONTAL JOINT LINES BETWEEN PANELS SHALL MATCH

NOTED IN THE PROJECT PLANS.

SUPPLIER FOR AN ENTIRE PROJECT. THE SEALER/COATING COLOR(S) SHALL BE AS

THE FABRICATION PLANT. FURNISH THE SEALER/COATING MATERIAL FROM A SINGLE

COAT ALL SURFACES OF THE PANELS AND PANEL CAPS; APPLY THE SEALER/COATING AT

SUPPLIER LISTED IN THE NOISE BARRIER SEALER SPECIFICATION ON SHEET 3/13.

SEAL THE CONCRETE NOISE BARRIER PANELS WITH AN APPROVED COATING FROM A

REPAIRED FORM LINERS.

OFFICE OF ENVIRONMENTAL SERVICES. REPLACE DAMAGED FORM LINERS. DO NOT USE

OR ARCHITECTURAL SURFACE TREATMENTS MAY BE USED UPON THE ACCEPTANCE OF THE

LINER ON BOTH FACES IF NOT OTHERWISE SHOWN IN THE PLANS. OTHER FORM LINERS

THE NOISE BARRIER PANELS SHALL BE CAST WITH AN ASHLAR STONE PATTERN FORM

CAPS. CAPS SHALL NOT BE CAST WITH SOUND ABSORPTIVE MATERIAL.

SHEET 6/13 FOR PANEL CAPS AND DETAILS "C" & "D" ON SHEET 7/13 FOR POST

OF THE POSTS. FOR GENERAL DIMENSION REQUIREMENTS REFER TO DETAIL "A" ON

PANELS AND EITHER INTEGRAL OR NON-INTEGRAL REINFORCED CONCRETE CAP ON TOP

NOISE BARRIERS REQUIRE A REINFORCED INTEGRAL CAP ON THE TOP OF THE TOP

PLANS.

PANELS SHALL BE CAST IN THE VERTICAL POSITION UNLESS NOTED OTHERWISE ON THE

REQUIREMENTS SPECIFIED ABOVE UNDER SECTION 6, MATERIAL SPECIFICATIONS. ALL

THE CONCRETE SUPPLIED FOR CONCRETE POSTS AND PANELS SHALL MEET THE

DEPARTMENT WILL NOT ACCEPT PRECAST COMPONENTS FROM NON-CERTIFIED PLANTS.

PROJECT SHALL BE CERTIFIED IN ACCORDANCE WITH SUPPLEMENT 1073. THE

EVERY PRODUCER OF PRECAST CONCRETE NOISE BARRIER COMPONENTS SUPPLIED TO THE

CONCRETE NOISE BARRIER PANELS AND POSTS:12.

SPACING.

ADDITIONAL LONGITUDINAL BARS. PROVIDE ADDITIONAL #4 TIES AT 1'-0" MAXIMUM

DEVELOPED BY USING A MINIMUM 5'-0" LAP SPLICE WITHIN THE CAGE TO ATTACH THE

THE REINFORCEMENT FOR THE EXTENDED DRILLED SHAFT FOUNDATION SHALL BE

DETERMINED BY THE ENGINEER.

(1/3) OF THE EXCAVATED DEPTH SHOWS AN UNEXPECTED WEAK SOIL TYPE AS

A POOR SOIL CONDITION SHALL BE CONSIDERED TO EXIST WHEN OVER ONE-THIRD

EXTENDED OR IF ANOTHER FOUNDATION TYPE SHOULD BE CONSTRUCTED.

ENGINEERING TO DETERMINE IF THE DRILLED SHAFT EMBEDMENT SHOULD BE

REVEALED BY THE BORINGS, CONTACT THE ODOT OFFICE OF GEOTECHNICAL

IN AREAS WHERE POOR SOIL CONDITIONS ARE ENCOUNTERED THAT WERE NOT

16. NOISE BARRIER FOUNDATION IN POOR SOIL:

SHORTENED DRILLED SHAFT.

GEOTECHNICAL EXPLORATIONS". FIELD CUT THE REINFORCING CAGE TO FIT THE

BEDROCK TYPE ACCORDING TO THE ODOT PUBLICATION "SPECIFICATIONS FOR

BEDROCK OR 5'-0" INTO WEAKER BEDROCK. THE ENGINEER WILL DETERMINE THE

LENGTH MAY BE DECREASED BY EMBEDDING IT A MINIMUM OF 3'-0" INTO STRONG

IN AREAS WHERE BEDROCK IS UNEXPECTEDLY ENCOUNTERED, THE DRILLED SHAFT

NOISE BARRIER FOUNDATION IN BEDROCK:15.

CONSTRUCT DRILLED SHAFTS ACCORDING TO C&MS ITEM 524.

THE ENTIRE LENGTH OF ANCHOR BOLTS AND THREADED RODS ARE GALVANIZED.

BOLTS, THREADED RODS, NUTS, AND WASHERS AS PER CMS 711.02. ENSURE THAT

GALVANIZING: GALVANIZE ALL STRUCTURAL STEEL, BASE PLATES, ANCHOR

WASHERS SHALL BE ASTM F436

NUTS SHALL BE ASTM A563, GRADE DH

THREADED RODS SHALL BE DEFORMED, ONE-END THREADED, ASTM A615, GRADE 60

ANCHOR BOLTS SHALL BE ASTM F1554, GRADE 105

FASTENERS:

STRUCTURAL STEEL: ASTM A709, GRADE 50 AS PER CMS 711.01

OFFICE OF ENVIRONMENTAL SERVICES WEBSITE.

WATERPROOFING ADMIXTURE. SELECT AN APPROVED PRODUCT LISTED ON THE

THE CONCRETE MIX DESIGN FOR POSTS SHALL CONTAIN A CONCRETE

FURNACE SLAG (GGBF).

ADMIXTURE AND 15% BY WEIGHT FLY ASH OR 15-30% GROUND GRANULATED BLAST

THE CONCRETE MIX DESIGN FOR PANELS SHALL CONTAIN A WATER REPELLANT

SHAFT CONCRETE WHICH SHALL CONFORM TO CMS 524.

CONCRETE SHALL CONFORM TO CMS 499 AND 511, EXCEPT FOR DRILLED

CONCRETE CLASS QC5 = 4,000 PSI (DRILLED SHAFTS)

COMPRESSIVE STRENGTH AT STRIPPING = 3,100 PSI (PANELS AND POSTS)

COMPRESSIVE STRENGTH = 5,000 PSI (PANELS AND POSTS)

CONCRETE:

WHERE WELDED WIRE FABRIC IS SPECIFIED, DO NOT SUBSTITUTE REBAR.

AFTER FABRICATION PER ASTM A1060.

SHALL BE EPOXY-COATED PER CMS 709.14 OR GALVANIZED AFTER

WELDED WIRE FABRIC SHALL CONFORM TO CMS 709.10 OR 709.12 AND

REINFORCING STEEL SHALL CONFORM TO CMS 709.01, GRADE 60

GALVANIZED REINFORCING STEEL.

THE REQUIREMENTS OF 509.09 SHALL APPLY TO BOTH EPOXY-COATED AND

709.00 OR GALVANIZED AS PER CMS 709.16

REINFORCING STEEL SHALL BE EPOXY-COATED AS PER CMS

REINFORCING STEEL:

6. MATERIAL SPECIFICATIONS:

=1.5*(DEAD LOAD)

PCI TRANSPORTING LOAD CASE

=1.3*(DEAD LOAD) - FOR POSTS

=1.4*(DEAD LOAD) - FOR PANELS

PCI STRIPPING LOAD CASE

=1.00*(DEAD LOAD) + 0.30*(WIND LOAD)

"SERVICE I" LOAD CASE

=1.25*(DEAD LOAD) + 1.00*(ICE LOAD)

"EXTREME EVENT II" LOAD CASE

=1.25*(DEAD LOAD) + 1.40*(WIND LOAD)

"STRENGTH III" LOAD CASE

DESIGN LOAD CASES:5.

APPLIED ICE LOAD IS 3 INCHES AT 57.3 PCF = 14.32 PSF

ICE LOAD:

STRUCTURAL DESIGN OF SOUND BARRIERS.

WIND LOAD IS FROM TABLE 1-2.1.2C OF THE AASHTO GUIDE SPECIFICATIONS FOR

THE WIND LOAD IS BASED ON AN 80 MPH BASE WIND VELOCITY.

APPLIED WIND LOAD ON ALL PANELS IS 25 PSF

AND 20 PSF (0' < BH < 14')

APPLIED WIND LOAD ON POSTS IS 25 PSF (14' < BH < 25'),

WIND LOAD:

DESIGN LOADS:4.

DRAWINGS.

OF THE ODOT CONSTRUCTION AND MATERIAL SPECIFICATIONS AND THESE STANDARD

PROVIDE MATERIALS AND PERFORM WORK IN ACCORDANCE WITH THE CURRENT VERSION

CONSTRUCTION SPECIFICATIONS AND WORKMANSHIP:3.

ACI STANDARD 318-05, APPENDIX D

PCI DESIGN HANDBOOK, FIFTH EDITION

1989, INCLUDING THE 1992 AND 2002 INTERIMS

AASHTO "GUIDE SPECIFICATIONS FOR STRUCTURAL DESIGN OF SOUND BARRIERS",

AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 4TH EDITION, 2007

ODOT BRIDGE DESIGN MANUAL, 2007

DESIGN SPECIFICATIONS:2.

ON THE PROJECT PLANS.

PROVISIONS AND IN CONFORMITY WITH THE DIMENSIONS, LINES AND GRADES SHOWN

BACKFILLING; AND RESTORING THE WORK AREA IN ACCORDANCE WITH THESE

BARRIERS; FURNISHING AND INSTALLING DRILLED SHAFTS; EXCAVATING AND

MANUFACTURING, TESTING, TRANSPORTING, STORING, AND INSTALLING NOISE

THIS WORK CONSISTS OF PREPARING ANY NECESSARY SHOP DRAWINGS, AND

1. DESCRIPTION:

NB

S-1-

09

1 13

ST

AT

E

OF

OHIO

DEP

AR

TM

EN

T

OF T

RA

NSP

OR

TA

TIO

NSTA

ND

ARD

RE

VI

SI

ON

S

DATE

AD

MINIS

TRATO

R

DESIG

N A

GEN

CY

BY:

GA

NN

ET

T F

LE

MIN

G, IN

C.

ORIGIN

AL

DESIG

N P

REP

AR

ED

ST

RU

CT

UR

AL E

NGIN

EE

RIN

G

OFFIC

E

OF

FO

R

GR

OU

ND

MO

UN

TE

D

AP

PLIC

ATIO

NS

NOIS

E B

AR

RIE

R SP

ECIFIC

ATIO

NS

07-20-12

10-18-13

07-18-14

01-16-15

07-17-15

07-15-16

07-21-17

01-

19-18

07-17-09

CONSTRUCTION METHODS METHOD OF MEASUREMENT

BASIS OF PAYMENT

ACCEPTANCE REQUIREMENTS

SPECIAL SQ. FT. NOISE BARRIER (REFLECTIVE), 10' HEIGHT AND UNDER

SPECIAL SQ. FT. NOISE BARRIER (REFLECTIVE), OVER 10' TO 14' HEIGHT



SPECIAL SQ. FT.

SPECIAL SQ. FT. NOISE BARRIER (ABSORPTIVE), OVER 10' TO 14' HEIGHT



NOISE BARRIER (ABSORPTIVE), 10' HEIGHT AND UNDER

TOLERANCES

ITEM UNIT DESCRIPTION

01-

16-09

FOR NOISE BARRIER HEIGHTS OR LENGTHS GREATER THAN PROJECT PLAN REQUIREMENTS.

INCREMENTAL PANEL HEIGHTS. THE DEPARTMENT WILL NOT ADJUST PAY QUANTITIES

THE CALCULATED NOISE BARRIER AREA IN THE PROJECT PLANS IS BASED UPON 1'-0"

SHOWN IN POST DETAILS ON SHEETS 8 & 9/13.

PANEL TO THE TOP OF THE CAP ON THE TOP PANEL, AND SPAN LENGTHS MEASURED AS

FROM PROJECT PLAN DIMENSIONS USING A HEIGHT FROM THE BOTTOM OF THE BOTTOM

THE DEPARTMENT WILL DETERMINE THE AREA OF INDIVIDUAL NOISE BARRIER SEGMENTS

THE DEPARTMENT WILL MEASURE THE NOISE BARRIER BY THE NUMBER OF SQUARE FEET.

FOLLOWS:

THE DEPARTMENT WILL PAY FOR ACCEPTED QUANTITIES AT THE CONTRACT PRICES AS

IMPROPER HANDLING, TRANSPORTING, STORING, OR ERECTING.

THE DEPARTMENT WILL NOT PAY FOR REPAIRED OR REPLACED COMPONENTS DAMAGED BY

SOCKET AND INCIDENTALS AS EXTRA WORK ACCORDING TO C&MS 109.05.

NON-PERFORM THE SHAFT LENGTH BELOW THE BEDROCK ELEVATION AND PAY FOR THE ROCK

DIMENSION DUE TO INTERFERENCE WITH UNEXPECTED BEDROCK, THE DEPARTMENT WILL

WHERE THE DRILLED SHAFT LENGTH WAS DECREASED FROM THE PROJECT PLAN

THE NOISE BARRIER.

PAY FOR THIS WORK DIRECTLY BUT WILL CONSIDER IT INCIDENTAL TO PAYMENT FOR

CONTRACT DOES NOT INCLUDE A QUANTITY FOR ITEM 659, THE DEPARTMENT WILL NOT

DEPARTMENT WILL PAY FOR RESTORING THE WORK AREA UNDER ITEM 659. IF THE

IF THE CONTRACT INCLUDES A QUANTITY FOR ITEM 659 - SEEDING AND MULCHING, THE

ITEM 623 - CONSTRUCTION LAYOUT STAKES.

THE DEPARTMENT WILL PAY FOR LAYING OUT AND STAKING THE NOISE BARRIER UNDER

TEMPORARY FENCE UNDER ITEM 607 - FENCE, MISC.

THE DEPARTMENT WILL PAY FOR FURNISHING, ERECTING, MAINTAINING, AND REMOVING

ITEM 203 - EMBANKMENT.

THE DEPARTMENT WILL PAY FOR CONSTRUCTING EARTH BERMS UNDER

ITEM 201 - CLEARING AND GRUBBING.

THE DEPARTMENT WILL PAY FOR CLEARING AND GRUBBING AND TRIMMING TREES UNDER

UTILITIES OR OTHER OBSTRUCTIONS AS EXTRA WORK IN ACCORDANCE WITH C&MS 109.05.

FURNISHED AND INSTALLED AT THE DIRECTION OF THE ENGINEER TO AVOID UNEXPECTED

THE DEPARTMENT WILL PAY FOR THE ADDITIONAL FOUNDATIONS, POSTS, AND PANELS

AS EXTRA WORK IN ACCORDANCE WITH C&MS 109.05.

CONSTRUCTED AT THE DIRECTION OF THE ENGINEER IN UNEXPECTED AREAS OF POOR SOIL

THE DEPARTMENT WILL PAY FOR THE ADDITIONAL LENGTH OF DRILLED SHAFTS

NECESSARY TO COMPLETE THE NOISE BARRIER.

AND BACKFILL, AND OTHER ITEMS THAT DO NOT HAVE SEPARATE PAY ITEMS BUT ARE

TREATMENTS, SAMPLE POST(S) AND PANEL(S), BEARING PADS, EXCAVATION, DRAINAGE

CONCRETE SEALER/COATING, FORM LINERS OR OTHER ARCHITECTURAL SURFACE

INSTALLING FOUNDATIONS, POSTS, PANELS, CAPS, STEEL BASE PLATES AND CONNECTIONS,

PAYMENT FOR NOISE BARRIERS IS FULL COMPENSATION FOR FURNISHING AND

`0.04 INCH/FT. OF HEIGHT FROM THE PLAN ELEVATION.

F. INSTALL NOISE BARRIERS SO THE FINAL TOP OF BARRIER ELEVATION IS WITHIN

E. POSTS SHALL BE PLUMB.

`ˆ" IN THE DIRECTION NORMAL TO THE SHORT SLOT

`„" IN THE DIRECTION PARALLEL TO THE SHORT SLOT

WITHIN:

D. FROM THE CENTER OF THE DRILLED SHAFT, POSITION BASE PLATE ANCHOR BOLTS

SHOWN IN THE PLANS.

C. POSITION AN INDIVIDUAL DRILLED SHAFT WITHIN `1" OF THE PLAN ELEVATION

ELEVATION OF THE HIGHER SHAFT.

SPACING SHOWN IN THE PLANS, MEASURED IN THE HORIZONTAL PLANE AT THE TOP

B. POSITION ADJACENT DRILLED SHAFTS WITHIN `•" OF THE CENTER-TO-CENTER

THE HORIZONTAL PLANE AT THE PLAN ELEVATION FOR THE TOP OF THE SHAFT.

A. POSITION AN INDIVIDUAL DRILLED SHAFT WITHIN `1" OF THE PLAN LOCATION IN

5. NOISE BARRIER CONSTRUCTION TOLERANCES:

A. FURNISH STEEL BASE PLATES ACCORDING TO CMS 513.

4. BASE PLATE DIMENSIONAL TOLERANCES:

B. SPLICE LENGTHS = -1" FROM STANDARD LAP SPLICE REQUIREMENT

A. CLEAR COVER = +„", -0"

3. REINFORCING STEEL TOLERANCES:

`‚" ALONG PANEL THICKNESS

`1 " ALONG PANEL LENGTH

F. POSITION OF LIFTING INSERTS:

REMOVE AND REPLACE PANELS WITH GAPS EXCEEDING …"

E. PANEL CAMBER = +„" PER 10'-0", +…" MAX.; -0"

REMOVE AND REPLACE PANELS THAT WILL NOT INTERLOCK AT KEYWAYS

D. PANEL HORIZONTAL SWEEP = `•"

C. PANEL ARCHITECTURAL/ABSORPTIVE MATERIAL THICKNESS = `‚"

B. PANEL STRUCTURAL THICKNESS = +‚", - 0"

A. PANEL LENGTH AND HEIGHT = `‚"

2. PANEL DIMENSIONAL TOLERANCES :

STEEL BASE PLATE = `‚" IN ANY DIRECTION

F. POSITION OF POST WORKING POINT TO CENTER OF

E. POSITION OF LIFTING INSERTS = `1 "

‚" FOR POSTS GREATER THAN 16' TALL

„" FOR POSTS LESS THAN OR EQUAL TO 16' TALL

D. POST VERTICAL SWEEP:

C. SLOT DEPTH AND LOCATION = `„"

B. FLANGE AND WEB WIDTH AND DEPTH = `‚"

A. POST HEIGHT = `•"

1. POST DIMENSIONAL TOLERANCES:

CONSTRUCT ALL MEMBERS TO CONFORM TO THE FOLLOWING TOLERANCES.

BETWEEN POSTS, UNLESS THE PROJECT PLANS REQUIRE AN ELEVATION CHANGE.

BARRIERS SHALL MATCH THE TOP OF WALL DESIGN ELEVATIONS, WITH NO VARIATION

SUPPORT AND ELIMINATE ANY POSSIBLE VIBRATION. THE TOP OF INSTALLED NOISE

ADEQUATELY BLOCKED BETWEEN THE POST'S FLANGES TO ELIMINATE MOVEMENT AT THE

SUFFICIENT SUPPORT TO THE NOISE PANELS, AND BE SECURED TO THE POST OR

POSTS AND INSTALLATION METHODS SHALL BE STRUCTURALLY ADEQUATE, GIVE

NO VISIBLE OPENINGS FOR SOUND TRANSMISSION. NOISE PANEL ATTACHMENTS TO

JOINTS AND CONNECTIONS IN SUCH A MANNER AS TO BE STRUCTURALLY ADEQUATE WITH

INSTALL NOISE BARRIERS IN ACCORDANCE WITH THE PROJECT PLANS. SECURE 4.

IN ACCORDANCE WITH C&MS 105.11.

NOISE BARRIERS BY THE ENGINEER PRIOR TO FINAL ACCEPTANCE AS DEFECTIVE WORK

OR MORE), DELAMINATED OR HAVE ANY OTHER DAMAGE DEEMED DETRIMENTAL TO THE

COMPONENTS THAT ARE MARRED, CHIPPED, SCRATCHED, SPALLED, CRACKED (10 MILS

DO NOT INSTALL COMPONENTS THAT ARE DEFECTIVE. THE DEPARTMENT WILL CONSIDER

DEVICES THAT CHIP OR SPALL THE CONCRETE.

DUE TO MISHANDLING OR OVERLOADING OF THE COMPONENTS. DO NOT USE LIFTING

CAPS, AND PANELS, USE EXTREME CARE TO NOT CAUSE SPALLING OF THE CONCRETE

WHEN TRANSPORTING, HANDLING, STORING, OR INSTALLING THE CONCRETE POSTS,

MAINTAINING THE PANELS IN AN UPRIGHT POSITION.

STORE PANELS IN AN UPRIGHT POSITION; PROVIDE UNYIELDING SUPPORTS CAPABLE OF

LOCATIONS OTHER THAN THOSE SHOWN IN THE STANDARD DRAWINGS. TRANSPORT AND

ITS 28-DAY DESIGN STRENGTH. DO NOT SUPPORT OR PICK-UP PANELS OR POSTS AT

DO NOT SHIP CONCRETE PANELS, POSTS, OR CAPS UNTIL THE CONCRETE OBTAINS 3.

3".

TREES SHALL BE INTERPRETED AS ANY GROWTH WITH A MINIMUM TRUNK DIAMETER OF

THE PROJECT ENGINEER PRIOR TO PERFORMING THE WORK. FOR CLARIFICATION,

MARK ALL TREES SCHEDULED TO BE TRIMMED OR REMOVED AND OBTAIN APPROVAL FROM

TRIMMING SO THE TREES ARE NOT HARMED AND FUTURE GROWTH IS NOT HINDERED.

ENGINEER PRIOR TO REMOVING ANY ORNAMENTAL TREES. CAREFULLY PERFORM THE

ABSOLUTELY NECESSARY TO PERFORM THE WORK. OBTAIN APPROVAL FROM THE PROJECT

PROPOSED NOISE BARRIER LOCATIONS. REMOVE ONLY THOSE TREES THAT ARE

CLEAR BRUSH AND NEATLY TRIM AND/OR REMOVE TREES IN CONFLICT WITH THE 2.

BARRIER COMPONENTS.

DEVELOPING ANY NECESSARY SHOP DRAWINGS AND ORDERING FABRICATION OF THE

WALL GEOMETRY AND DIMENSIONS OF THE POSTS AND THE PANELS PRIOR TO

LAYOUT AND STAKE EACH NOISE BARRIER IN THE FIELD AND VERIFY THE PROPOSED 1.

NEW POST LOCATIONS.

DEPARTMENT WILL NOT ACCEPT FIELD CUTTING OF POSTS OR PANELS TO MATCH THE

SHALL CONFORM TO THE ORIGINAL DETAILS SHOWN IN THE PROJECT PLANS. THE

ELEVATIONS OF THE ADDITIONAL POSTS AND PANELS, AND PANEL JOINT LOCATIONS

CONFORM TO THESE STANDARD DRAWINGS AND PROVISIONS. THE TOP AND BOTTOM

BY THE ENGINEER. THE ADDITIONAL FOUNDATIONS, POSTS, AND PANELS SHALL

FURNISH AND INSTALL ADDITIONAL FOUNDATIONS, POSTS, AND PANELS AS DIRECTED

THE USE OF CLOSER POST SPACINGS THAN WHAT WAS SHOWN ON THE PROJECT PLANS,

IF THE AVOIDANCE OF UNEXPECTED UTILITIES OR OTHER OBSTRUCTIONS REQUIRES

AVOIDANCE OF UNEXPECTED OBSTRUCTIONS:17.

GENERAL, CONTINUED

CROWN VETCH TYPE SEED MIXTURE AS DEFINED IN SECTION 659.09. THE DEPARTMENT

SHALL INCLUDE SEEDING AND MULCHING IN ACCORDANCE WITH CMS ITEM 659 USING A

BY THE NOISE BARRIER CONSTRUCTION TO THEIR ORIGINAL CONDITION. RESTORATION

UPON COMPLETION OF NOISE BARRIER INSTALLATION, RESTORE ALL AREAS DISTURBED

RESTORATION OF WORK AREA:9.

PANELS.

THAN 3 MONTHS PRIOR TO THE COMPLETED INSTALLATION OF THE NOISE BARRIER

FOR EACH NOISE BARRIER SECTION, DO NOT REMOVE THE EXISTING FENCE EARLIER

NYLON CONSTRUCTION FENCE OR EXISTING FENCE FABRIC MOUNTED ON DRIVEN POSTS.

FENCE IS REMOVED. THE TEMPORARY FENCE SHALL BE A WOOD SNOW FENCE, PLASTIC

WILL EXCEED ONE DAY. INSTALL THIS FENCE IMMEDIATELY AFTER THE EXISTING

EXISTING FENCE AND THE INSTALLATION OF THE PROPOSED FENCE OR NOISE BARRIER

INSTALL TEMPORARY FENCE WHEN THE TIME BETWEEN THE REMOVAL OF THE 8.

BERMS OF EMBANKMENT MATERIAL IN ACCORDANCE WITH ITEM 203 OF THE CMS.

FOR NOISE BARRIERS THAT ARE BUILT ON TOP OF EARTH BERMS, CONSTRUCT THE 7.

ENGINEER.

DISPOSE OF ALL EXCESS EXCAVATION IN A MANNER SATISFACTORY TO THE 6.

REFER TO CMS 105.07 FOR REQUIREMENTS TO COOPERATE WITH UTILITIES.

AT NO ADDITIONAL COST TO THE DEPARTMENT.

ABOVE MENTIONED WORK, REPLACE THE DAMAGED SECTIONS OF THE SEWER OR CULVERT

SHOULD A SEWER OR CULVERT BE DAMAGED BY THE CONTRACTOR'S NEGLIGENCE IN THE

EXISTING SEWERS AND CULVERTS SHOWN IN THE PROJECT PLANS.

BEFORE EXCAVATING FOR THE DRILLED SHAFTS, FIELD VERIFY THE LOCATION OF ALL

PROTECTION OF EXISTING SEWERS AND CULVERTS:5.

EXISTING CONDITIONS

BACKFILL ALL EXCAVATION ACCORDING TO C&MS 503.08 AND RESTORE SLOPES TO

PROPERTY IN ACCORDANCE WITH THE RESIDENTIAL PROVISIONS OF 659.

RESIDENTIAL, FINISH THIS AREA TO A STATE COMPARABLE TO THE ADJOINING

THE FENCE IS TO BE REMOVED AND THE ADJOINING PROPERTY IS GRASSED

IN THE AREA BETWEEN THE BACK OF THE NOISE BARRIER AND EXISTING FENCE, WHERE

SHALL APPLY.

SEPTEMBER AND OCTOBER, BUT ALL OTHER RESTRICTIONS AND REQUIREMENTS OF 659

WILL WAIVE THE RESTRICTION FROM SOWING CROWN VETCH DURING THE MONTHS OF

DISPOSED OF AT THE CONCLUSION OF THE PROJECT.

AND PANELS MAY BE INCORPORATED INTO THE WORK OR SHALL BE PROPERLY

CONSTRUCTION SO AS TO PRODUCE A UNIFORM PANEL FINISH. ACCEPTANCE POSTS

ALL NOISE BARRIER PANELS SHALL BE MANUFACTURED USING THE SAME METHOD OF

CONTROL POST AND PANEL.

TO THE DEPARTMENT. DO NOT SHIP POSTS AND PANELS THAT DO NOT MATCH THE

STRUCTURAL REQUIREMENTS AS SHOWN IN THESE STANDARDS AT NO ADDITIONAL COST

THAT DO NOT MATCH THE CONTROL POST AND PANEL OR DO NOT CONFORM TO THE

PANELS. REMOVE AND REPLACE ANY DELIVERED AND/OR ERECTED POSTS AND PANELS

WHICH THE ENGINEER WILL COMPARE ALL SUBSEQUENTLY DELIVERED POSTS AND

2. THE SAMPLE POSTS AND PANELS WILL BECOME CONTROL POSTS AND PANELS AGAINST

THE FABRICATOR PRIOR TO SHIPMENT OF PRODUCTION POSTS AND PANELS.

AFTER ACCEPTANCE, THE CONTRACTOR SHALL RETURN ONE PANEL AND ONE POST TO

PRIOR TO THE PRODUCTION OF ANY ADDITIONAL NOISE BARRIER PANELS OR POSTS.

TO DELIVER THE SAMPLE POSTS AND PANELS TO THE JOB SITE FOR ACCEPTANCE

SPECIFY A COLOR, TEXTURE, OR TRIM REQUIREMENT, IT WILL STILL BE NECESSARY

DELIVERED TO THE JOB SITE FOR ACCEPTANCE. IF THE PROJECT PLANS DO NOT

TO THE PROJECT, THE CONTRACTOR SHALL HAVE REPLACEMENTS MANUFACTURED AND

IF THE ENGINEER IS NOT SATISFIED WITH ANY OF THE POSTS OR PANELS DELIVERED

595B-COLORS USED IN GOVERNMENT PROCUREMENT".

CONTRACTOR SHALL SUPPLY THE ENGINEER WITH A COPY OF "FEDERAL STANDARD

TRIM, AND/OR COATING REQUIREMENTS. TO FACILITATE THIS COMPARISON, THE

THE PANELS AND POSTS MEET ALL SPECIFIED FEDERAL COLOR STANDARDS, TEXTURE,

CONTRACTOR IS GOING TO SUPPLY. THE ENGINEER WILL EVALUATE WHETHER BOTH

POST. ALL PRODUCTS DELIVERED SHALL BE REPRESENTATIVE OF THE PRODUCT THE

ADDITIONAL FULL SIZE NOISE BARRIER PANEL AND ONE ADDITIONAL FULL SIZE

(POST-TO-POST) WITH PANELS AND CAPS. THE CONTRACTOR SHALL DELIVER ONE

1. THE CONTRACTOR SHALL DELIVER TO THE JOB SITE AND ERECT ONE FULL BAY

REQUIREMENTS.

STANDARDS, NOISE BARRIERS SHALL ALSO COMPLY WITH THE FOLLOWING AESTHETIC

IN ADDITION TO CONFORMING WITH THE STRUCTURAL REQUIREMENTS AS SHOWN IN THESE

2 13

ST

AT

E

OF

OHIO

DEP

AR

TM

EN

T

OF T

RA

NSP

OR

TA

TIO

NSTA

ND

ARD

DATE

AD

MINIS

TRATO

R

DESIG

N A

GEN

CY

BY:

GA

NN

ET

T F

LE

MIN

G, IN

C.

ORIGIN

AL

DESIG

N P

REP

AR

ED

ST

RU

CT

UR

AL E

NGIN

EE

RIN

G

OFFIC

E

OF

NB

S-1-

09

RE

VI

SI

ON

S

FO

R

GR

OU

ND

MO

UN

TE

D

AP

PLIC

ATIO

NS

NOIS

E B

AR

RIE

R SP

ECIFIC

ATIO

NS

07-20-12

10-18-13

07-18-14

01-16-15

07-17-15

07-15-16

07-21-17

01-

19-18

07-17-09

01-

16-09

NOISE BARRIER SEALER

HOURS, THEN REMOVE.

IMMERSE THE SPECIMENS IN WATER AT ROOM TEMPERATURE FOR THREE b.

CYCLE TESTS AS FOLLOWS:

FREEZE-THAW TEST SUBJECT THE APPLIED FINISH COATING TO FREEZE-THAW 1.

ROOM TEMPERATURE FOR 48 HOURS AFTER COMPLETION OF CURING.

TOTAL CURING TIME SHALL BE SEVEN DAYS. CURE OTHER COATINGS AT

TEMPERATURE WITH 50 PERCENT RELATIVE HUMIDITY FOR FOUR DAYS.

90 PERCENT RELATIVE HUMIDITY FOR 48 HOURS; AND AT ROOM

PERCENT RELATIVE HUMIDITY FOR 24 HOURS; AT ROOM TEMPERATURE WITH

PERMITTED. CURE CEMENTITIOUS COATING AT ROOM TEMPERATURE WITH 50

OF 50 +/- 10 SQUARE FEET PER GALLON. BRUSH APPLICATION IS

THE FINISH COATING TO THE SIDES OF SPECIMENS AT A SPREADING RATE

APPLIED FINISH. REMOVE EXCESSIVE OIL ON SPECIMEN FORMS. APPLY

DEGREES F, FOR 24 HOURS BEFORE COATING THE SPECIMENS WITH THE

DAYS WITH A DRYING PERIOD AT ROOM TEMPERATURE, 60 DEGREES TO 80

MINIMUM 5000 PSI @ 28 DAYS. MOIST CURE SPECIMENS FOR FOURTEEN

CAST THREE CONCRETE SPECIMENS, NOT LESS THAN 4" X 6" BY 6", a.

END OF 300 CYCLES THE SPECIMENS SHALL SHOW NO VISIBLE DEFECTS.

REPEAT STEPS c AND d ABOVE FOR A TOTAL OF 300 CYCLES. AT THE e.

THAW THE SPECIMENS AT ROOM TEMPERATURE FOR ONE HOUR.d.

HOUR, THEN REMOVE.

PLACE THE SPECIMENS IN COLD STORAGE AT -15 DEGREES F FOR ONE c.

ACCORDANCE WITH (1).

FEDERAL SPECIFICATION SS-S-346, TYPE I. CURING TIME SHALL BE IN

EDGES OF PANELS CUT FROM ASBESTOS CEMENT SHINGLES IN ACCORDANCE WITH

SPREADING RATE OF 50 +/- 10 SQ FEET PER GALLON TO BOTH SIDES AND

PREPARE THE PANELS FOR THIS TEST BY APPLYING THE COATING AT A

THE EXPOSED SAMPLES SHALL SHOW NO CHIPPING, FLAKING OR PEELING.

MINUTES OF WATER SPRAY PLUS LIGHT. AT THE END OF THE EXPOSURE TEST,

TEST AT 20-MINUTE CYCLES CONSISTING OF 17 MINUTES OF LIGHT AND 3

TYPE D, AT AN OPERATING TEMPERATURE OF 145 DEGREES F. PERFORM THE

HOUR EXPOSURE TEST IN A TWIN-CARBON-ARC-WEATHEROMETER, ASTM G 23,

ACCELERATED WEATHERING SUBJECT THE APPLIED COATING TO A 5,000 2.

INCUBATION PERIOD OF 21 DAYS.

TT-P-29G. FUNGUS GROWTH SHALL NOT BE INDICATED AFTER A MINIMUM

THE FUNGUS RESISTANCE TEST IN ACCORDANCE WITH FEDERAL SPECIFICATIONS

FUNGUS GROWTH RESISTANCE THE APPLIED FINISH COATING SHALL PASS 3.

NO CHIPPING UNDER THIS IMPACT LOAD.

INDENTER WITH AN IMPACT LOAD OF 6 INCH-POUNDS. THE COATING SHALL SHOW

IMPACT TESTER IN ACCORDANCE WITH ASTM D 2794 USING A ONE-HALF INCH

DAYS AT ROOM TEMPERATURE. PERFORM THE TEST USING THE GARDNER MANDREL

SPREADING RATE OF 50 +/- 10 SQUARE FEET PER GALLON AND CURE FOR 21

ACCORDING TO FEDERAL TEST METHOD STANDARD 141S, METHOD 2051, AT A

IMPACT RESISTANCE APPLY THE COATING TO A CONCRETE PANEL PREPARED 4.

SHALL SHOW NO BREAKING.

DEGREES OVER A ONE (1)-INCH ROUND MANDREL. AFTER BENDING, THE COATING

FOR 48 HOURS AT ROOM TEMPERATURE. BEND THE COATED SPECIMEN 180

FINISH COATING AT A RATE OF 50 +/- 10 SQUARE FEET PER GALLON AND CURE

FLEXIBILITY TEST CAST A SHEET METAL SPECIMEN WITH THE APPLIED 6.

N ACCORDANCE WITH ASTM C672.

(ASTM C642, NON-AIR ENTRAINED CONCRETE). PROPORTION AND MIX CONCRETE

IMMERSION SHALL NOT EXCEED 1.0% AFTER 48 HOURS OR 2.0% AFTER 50 DAYS

ABSORPTION THE ABSORPTION OF TREATED CONCRETE UNDER TOTAL 7.

TESTING EQUIPMENT:

PROVIDE, IN GOOD WORKING ORDER, THE FOLLOWING CONTRACTOR TESTING EQUIPMENT:

TEMPERATURE OVER A PERIOD OF AT LEAST 12 HOURS.

ONE RECORDER THERMOMETER CAPABLE OF RECORDING THE DATE, TIME AND 4.

SSPC VISUAL STANDARD FOR ABRASIVE BLAST CLEANED STEEL SSPC-VIS 1-893.

OR APPROVED EQUAL TO THE PORTABLE INFRARED THERMOMETER

(800) 227-8074

SANTA CRUZ, CA

MANUFACTURER: RAYTEK INC.

MODEL: RAYNGER ST SERIES (-18 DEGREES C TO 400 DEGREES C)

PORTABLE INFRARED THERMOMETER AVAILABLE FROM:

TWO STEEL SURFACE THERMOMETERS ACCURATE WITHIN 2 DEGREES F OR ONE 2.

HUMIDITY AND DEW POINT TEMPERATURE.

ONE SLING PSYCHROMETER INCLUDING PSYCHOMETRIC TABLES USED TO RELATIVE 1.

MATTER, OIL RESIDUE AND WATER PRIOR TO APPLYING THE CONCRETE SEALER.

SPRAY EQUIPMENT TANKS, HOSES, ROLLERS, ETC., SHALL BE CLEAN AND FREE OF FOREIGN

USE APPLICATION EQUIPMENT RECOMMENDED BY THE SEALER MANUFACTURER. EQUIPMENT:

MAXIMUM AMBIENT TEMPERATURE: 100 DEGREES F

MINIMUM AMBIENT TEMPERATURE: 40 DEGREES F

APPLICATION TEMPERATURES:

APPLICATION.

NOT APPLY THE SEALER IF RAIN IS ANTICIPATED WITHIN 4 HOURS AFTER

ABOVE THE ABOVE TEMPERATURE RANGE FOR UP TO 12 HOURS AFTER APPLICATION. DO

DO NOT APPLY SEALER IF THE AMBIENT TEMPERATURE IS EXPECTED TO BE BELOW OR

SPECIFICATIONS.

APPLICATION CONTINUOUSLY. RE-INSPECT AND REBLAST AT THE NEW START POINT TO MEET

CLEARLY NOTE WHERE APPLICATION HAS STOPPED IF UNABLE TO COMPLETE THE ENTIRE

SPECIFIED ABOVE.

FOLLOW THE MANUFACTURER'S RECOMMENDED TEMPERATURES IF MORE RESTRICTIVE THAN

ENVIRONMENTAL RESTRICTIONS.

COVERING WITH DROP CLOTHS. COMPLY WITH ALL FEDERAL, STATE AND LOCAL

PROTECT PLANTS AND VEGETATION FROM OVERSPRAY BY ENVIRONMENTAL REQUIREMENTS:

WALL.

AND APPLICATION OF SEALER AS INCIDENTAL TO THE SQUARE FOOT COST OF THE NOISE

THE DEPARTMENT WILL CONSIDER THE COST FOR MATERIALS, LABOR BASIS OF PAYMENT:

DESCRIPTION:

MATERIALS:

CONTRACTOR TESTING EQUIPMENT:

SURFACE PREPARATION:

EQUIPMENT:

APPLICATION TEMPERATURES:

MIXING:

TEST APPLICATION:

APPEARANCE:

STORAGE:

PROTECTION OF ADJOINING SURFACES AND THE PUBLIC:

ENVIRONMENTAL REQUIREMENTS:

PRECAUTIONS:

BASIS OF PAYMENT:

UNTREATED CONCRETE.

(NON-AIR ENTRAINED CONCRETE) AS COMPARED TO "SEVERE SCALING" ON

RESISTANCE TEST WITH A RATING OF "NO SCALING" AFTER 50 CYCLES

SCALING RESISTANCE TREATED CONCRETE SHALL PASS ASTM C672, SCALING 8.

APPLICATION.

PROCEDURES. MIX TO A UNIFORM CONSISTENCY AND MAINTAIN THAT DURING THE

MIX SEALER ACCORDING TO THE MANUFACTURER'S RECOMMENDED WRITTEN MIXING:

AFTER THE SEALER HAS BEEN APPLIED AND IS DRY TO THE TOUCH.

MANUFACTURER'S INSTRUCTIONS. JOINT SEALANTS, MAY BE APPLIED TO COATED SURFACES

NOT APPLY THE SEALER ON JOINT SEALANTS WHICH HAVE NOT CURED ACCORDING TO THE

PROTECT ASPHALT AND MASTIC TYPE SURFACES FROM SPILLAGE AND HEAVY OVERSPRAY. DO

MEANS. PROTECT THE PUBLIC WHEN APPLYING SEALER IN AN AREA USED BY THE PUBLIC.

PROTECT ADJOINING SURFACES THAT SHOULDN'T BE COATED BY MASKING OFF, OR BY OTHER

WHEN APPLYING A SEALER, PROTECTION OF ADJOINING SURFACES AND THE PUBLIC:

FOLLOW PRECAUTIONS ON THE MANUFACTURER'S MSDS.PRECAUTIONS:

LOSS OF ADHESION OR DETERIORATION.

OF THE 2000 HOURS OF EXPOSURE, THE COATING SHALL SHOW NO ILL EFFECTS,

TEMPERATURE IS MAINTAINED AT 90 DEGREES +/- 2 DEGREES F. AT THE END

ACCORDANCE WITH ASTM B117 FOR 2000 HOURS WHERE THE ATMOSPHERIC

TEMPERATURE. EXPOSE THE COATED SPECIMEN TO A 5% SALT SOLUTION IN

OF 50 +/- 10 SQUARE FEET PER GALLON AND CURE FOR 21 DAYS AT ROOM

SALT-SPRAY RESISTANCE TEST COAT A CONCRETE SPECIMEN AT THE RATE 5.

ACHIEVED.

THE SEALER AND TO SHOW THE OFFICE OF MATERIALS MANAGEMENT THAT COVERAGE IS

NOISE WALL COMPONENTS TO DEMONSTRATE THE DESIRED PHYSICAL AND VISUAL EFFECT OF

APPLY THE SEALER TO A MEASURED TEST COVERAGE AREA OF DIFFERENT TEST APPLICATION:

REQUIRED TEMPERATURE.

MANAGEMENT WITH THE MANUFACTURER'S WRITTEN DOCUMENTATION ON STORAGE AND

AND AS RECOMMENDED BY THE MANUFACTURER. PROVIDE THE OFFICE OF MATERIALS

STORE SEALER COMPONENTS IN TIGHTLY SEALED CONTAINERS IN A DRY LOCATION STORAGE:

REQUIREMENTS:

ONE COAT OF ANY OF THE APPROVED SEALERS SHALL MEET THE FOLLOWING PERFORMANCE

MANAGEMENT'S APPROVED LIST.

MATERIALS: SELECT AND USE PRODUCTS ONLY FROM THE OFFICE OF MATERIALS

MATERIALS APPROVAL:

THIS SAMPLE IS FOR VERIFICATION OF MATERIALS NOT ACCEPTANCE.

FOR TESTING. INDICATE THE BRAND NAME, PRODUCER AND LOT NUMBER OF THE MATERIAL.

MATERIALS MANAGEMENT, 1600 W. BROAD ST., COLUMBUS, OH 43223, ATTN: CHEM SECTION

SAMPLE FROM THE SPRAY GUN DURING APPLICATION. SEND THE SAMPLE TO THE OFFICE

TAKE A VERIFICATION SAMPLE DURING THE COATING OPERATING BY COLLECTING A QUART

BEFORE SEALER APPLICATION.

ALL ABSORPTIVE AND NON-ABSORPTIVE SURFACES TO BE COATED SHALL BE FREE OF DUST

RECOMMENDATIONS FROM THE COATING MANUFACTURER.

FOR ABSORPTIVE SURFACES, SUPPLY AND FOLLOW WRITTEN SURFACE PREPARATION

AND SAND FROM THE SURFACE AND OPENED PORES.

2. ABRASIVE BLAST, FOLLOWED BY AIR BROOMING OR POWER SWEEPING, TO REMOVE DUST

1. WATER BLAST AT 7000 PSI MINIMUM, OR

PROVIDE THE ENGINEER SANDPAPER FOR COMPARISON:

PRODUCE A SURFACE THAT FEELS AND LOOKS LIKE 100 GRIT SANDPAPER OR COARSER.

FOR NON-ABSORPTIVE SURFACES, USE ONE OR BOTH OF THE FOLLOWING METHODS TO

SURFACE.

DEVICES TO PREVENT OIL OR OTHER FOREIGN MATERIAL BEING DEPOSITED ON THE

USE CLEANING EQUIPMENT FITTED WITH SUITABLE TRAPS, FILTERS, DRIP PANS AND OTHER

REMOVE FOREIGN MATERIALS.

MANUFACTURER FOR ANY CHEMICALS AND OTHER CLEANING COMPOUNDS USED TO HELP

AND OTHER FOREIGN MATERIALS. PROVIDE WRITTEN ACCEPTANCE FROM THE SEALER

DUST, DIRT, OIL, WAX, CURING COMPONENTS, EFFLORESCENCE, LAITANCE, COATINGS

COMPLETING THE CURING PERIOD, THOROUGHLY CLEAN ALL CONCRETE SURFACES. REMOVE

SURFACE PREPARATION: FOR BOTH ABSORPTIVE AND NON-ABSORPTIVE SURFACES, AFTER

SEALER MEETS THE MATERIAL REQUIREMENTS.

MATERIALS APPROVAL: SUBMIT CERTIFIED TEST DATA TO THE ENGINEER THAT SHOWS THE

PANEL TO PANEL AND BAY TO BAY.

IN A SECOND COAT USING ROLLERS. THE SEALER APPEARANCE SHALL BE UNIFORM FROM

APPEARANCE, SEAL THE ENTIRE WALL WITH A GRAY SEALER AND APPLY THE BRICK COLOR

APPLY THE SEALER TO ACHIEVE A UNIFORM APPEARANCE. FOR WALLS WITH BRICKAPPEARANCE:

FINAL ACCEPTANCE.

IS ACCEPTABLE. THE ENGINEER MAY REQUIRE ADDITIONAL FIELD APPLICATION BEFORE

TOUCHED UP. PRE-COATING IN THE PRECASTER'S YARD, WHETHER PARTIAL OR TOTAL,

DESCRIBES HOW ALL SURFACES WILL BE COATED AND HOW DAMAGED AREAS WILL BE

PROVIDE THE OFFICE OF MATERIALS MANAGEMENT AN APPLICATION PROCEDURE THAT

BEFORE APPLYING THE SEALER.

REJECTED. IF THE ENGINEER APPROVES THE PIECE, RE-CLEAN THE AREA TO REMOVE RUST

EXPOSED STEEL IS REINFORCING, REMOVE THE CONCRETE COMPONENT AND CONSIDER IT

ENGINEER TO DETERMINE IF THE CONCRETE COMPONENT IS STILL ACCEPTABLE. IF THE

SANDBLAST CLEAN THAT LOCATION TO A SSPC-SP6 COMMERCIAL BLAST. CONTACT THE

IF EXPOSED REINFORCING STEEL CHAIR LEGS OR OTHER BARE SUPPORT STEEL IS VISIBLE,

BLAST CLEAN ANY RUST STAINED AREAS ON THE CONCRETE TWICE.

512.03.G.

IN ADDITION TO THE REQUIREMENTS IN THE TWO PRECEEDING PARAGRAPHS, COMPLY WITH

AND THE TOTAL COMPONENT IS AIR-DRIED FOR THREE (3) DAYS.

ITS REQUIRED 28 DAY DESIGN STRENGTH; CAVITIES HAVE BEEN GROUT FILLED AND CURED;

APPLY THE SEALER TO ACCELERATED CURED PRECAST AFTER THE CONCRETE HAS REACHED

AS THE NEW CONCRETE AND AIR-DRY FOR THREE DAYS.

IN ADDITION TO THE REQUIRED CURING TIME. CURE GROUT FILLED CAVITIES THE SAME

APPLY THE SEALER AFTER NEW CONCRETE HAS AIR DRIED FOR AT LEAST THREE (3) DAYS

COLOR.

THE NOISE WALL PLANS. IF THERE IS NO NUMBER, THE ENGINEER WILL SPECIFY THE

APPLY THE COLOR DEFINED BY THE FEDERAL COLOR STANDARD IDENTIFICATION NUMBER IN

CONCRETE TO CONCRETE CONTACT SURFACES. DO NOT SEAL POSTS.

APPLY A SEALER TO ALL CONCRETE SURFACE AREAS OF NOISE BARRIER PANELS, INCLUDING

DESCRIPTION:

4.1 ABSORBED CHLORIDE - NOT TO EXCEED 10% OF UNTREATED CONCRETE

NCHRP 244 SERIES IV - SOUTHERN EXPOSURE 9.

3 13

ST

AT

E

OF

OHIO

DEP

AR

TM

EN

T

OF T

RA

NSP

OR

TA

TIO

NSTA

ND

ARD

DATE

AD

MINIS

TRATO

RB

Y:

GA

NN

ET

T F

LE

MIN

G, IN

C.

ORIGIN

AL

DESIG

N P

REP

AR

ED

ST

RU

CT

UR

AL E

NGIN

EE

RIN

G

OFFIC

E

OF

RE

VI

SI

ON

S

NB

S-1-

09

07-20-12

10-18-13

07-18-14

01-16-15

07-17-15

07-15-16

07-21-17

01-

19-18

07-17-09

FO

R

GR

OU

ND

MO

UN

TE

D

AP

PLIC

ATIO

NS

NOIS

E B

AR

RIE

R SP

ECIFIC

ATIO

NS

NOTES:

2:1 M

AX

A

A

8'-

0"

MIN - 25'-

0"

MA

X

2:1 MAX

6"

MIN

3

2

2

14

2

3 3

2

4

7

6

6

5

6

6

711

10

9

BA C D EF

G

8

1'-0"

MA

X S

TEP

1'-0"

MA

X S

TEP

EXAMPLE PLAN VIEW

FDC

G

SP

AN=24'-

0"

MA

X

SPAN

8'-0"

MIN

SPAN

8'-0"

MINSPAN=24'-

0" MAX

SH

AF

T L

EN

GT

H

SPAN=24'-0" MAX SPAN=24'-0" MAXSPAN

8'-0"

MIN

EX

CEP

T

AT

AN

GL

E

BR

EA

KS > 30°

SPAN

8'-0"

MIN

SPAN

8'-0"

MIN

EX

CEP

T

AT

AN

GL

E

BR

EA

KS > 30°

EXAMPLE ELEVATION ALONG FRONT FACE (ROADWAY SIDE)

LEGEND:

? - POST DESIGN AND LOCATION NUMBER OR DESIGNATION

- PANEL DESIGN NUMBER OR DESIGNATION?

INTEGRAL PANEL

CAP (TYP)

(SEE SHEET 6/13)

PRECAST CONCRETE PANEL

(SEE SHEETS 5-6/13)

4'-

0"

MA

X (S

EE S

HE

ET 11/13)

(FOR INFORMATIONAL PURPOSES ONLY)

(FOR INFORMATIONAL PURPOSES ONLY)

2 2

MA

X B

UR

Y

DEP

TH (B

D)

(SE

E T

AB

LE

ON

SH

EE

T 5/13)

MIN B

UR

Y

DEP

TH (B

D)

CA

N

VA

RY B

ET

WE

EN

6"

AN

D 1'-0"

PANEL HEIGHT

MIN 2'-0", MAX 8'-0"

(SEE NOTE 5 AND

SHEET 6/13)

2. ALL CONCRETE NOISE BARRIERS SHALL HAVE A CAP ON TOP OF THE BARRIER

AND POSTS FOR AESTHETIC PURPOSES.

3. REFER TO THE PROJECT PLANS FOR POST, PANEL, AND FOUNDATION DESIGN DATA.

6. MINIMUM HEIGHT OF BOTTOM PANEL SHALL BE 4'-0".

2:1 MAX

8'-

0"

MIN, 25'-

0"

MA

X

SECTION A-A

BU

RY

DEP

TH

FP

H = FINIS

HE

D P

OS

T

HEIG

HT

DL =

DRIL

LE

D

SH

AF

T L

EN

GT

H

GA

P (S

EE S

HE

ET 10/13)

PT (S

EE S

HE

ET 10/13)

(SE

E S

HE

ET 7/13)

96'-0"

PH

C

BH = B

AR

RIE

R

HEIG

HT

HB = S

TEP B

LO

CK

HEIG

HT

TBE = TOP OF BARRIER ELEVATION

SPAN=24'-0" MAX SPAN=8'-0" MIN

DL =

DRIL

LE

D

SPAN=24'-0" MAXSPAN=24'-0" MAXSPAN=24'-0" MAX

PH

(SEE SHEETS 7-9/13)

PRECAST CONCRETE POST

(SEE SHEET 13/13)

4" CONDUIT

6"

MIN

BD

30" O TYP

BH = B

AR

RIE

R

HEIG

HT

GROUND LINE INTERFACE)

(LOWEST PANEL/FINISHED

STARTING POINT

(NO BACK-SLOPE)

FINAL GROUND LINE

(WITH BACK-SLOPE)

FINAL GROUND LINE

(LEVEL)

SHAFT ELEVATION

TSE = TOP OF DRILLED

(SEE SHEETS 7-9/13)


(SEE SHEET 12/13)

FOUNDATION

DRILLED SHAFT

(SEE SHEET 10/13)

BASE PLATE

STANDARD STEEL

ELEVATION (BBE)

BOTTOM OF BARRIER

(SEE SHEET 7/13)

POST CAP SHOWN

OPTIONAL NON-INTEGRAL

MAINTAIN LEVEL JOINT LINES ACROSS A MINIMUM OF 96'-0"

LEVEL (TYP)

TOP OF NOISE BARRIER PANEL

FINAL GROUND LINE

SHAFT ELEVATION

BSE = BOTTOM OF

WORKING POINT

(ROADWAY SIDE)

FRONT FACE

| NOISE BARRIER ALIGNMENT

WORKING POINT

POINT

WORKING

(TYP)

PANEL LEVEL

NOISE BARRIER

BOTTOM OF

ELEVATION (LEVEL)

TSE = TOP OF DRILLED SHAFT

ACOUSTIC PROFILE

(SEE SHEETS 7-9/13)


(SEE SHEET 11/13)

AS NECESSARY

PROVIDE STEP BLOCK

(SEE SHEET 12/13)

FOUNDATION

DRILLED SHAFT

(SEE SHEETS 5-6/13)


(SEE SHEET 12/13)

FOUNDATION

DRILLED SHAFT (SEE SHEET 10/13)

BASE PLATE

STANDARD STEEL

(SEE SHEET 7/13)

POST CAP (TYP)

NON-INTEGRAL

INTEGRAL OR

OPTIONAL

01-

16-09

ON SHEET 13/13)

(SEE "TYPICAL SLOPED SECTION"

BOTTOM OF DRAINAGE TRENCH

1. FOR GENERAL NOTES REFER TO SHEETS 1-3/13.

LINE (TYP.)

POST REFERENCE

5. POST REFERENCE LINE IS DEFINED AS A VERTICAL LINE THRU THE WORKING POINT.

AND THE POST AXIS.

THE WORKING POINT IS THE POINT OF INTERSECTION OF THE WALL ALIGNMENT

ALIGNMENT TANGENTS. IF THE DEFLECTION ANGLE (¬) EQUALS ZERO,

4. WORKING POINT IS DEFINED AS THE POINT OF INTERSECTION OF THE WALL SHAFT AXIS

POST & DRILLED

SHAFT AXIS

POST & DRILLED

¬=60°

¬=7.5° MAX.

4 13

ST

AT

E

OF

OHIO

DEP

AR

TM

EN

T

OF T

RA

NSP

OR

TA

TIO

NSTA

ND

ARD

DATE

AD

MINIS

TRATO

R

DESIG

N A

GEN

CY

BY:

GA

NN

ET

T F

LE

MIN

G, IN

C.

ORIGIN

AL

DESIG

N P

REP

AR

ED

ST

RU

CT

UR

AL E

NGIN

EE

RIN

G

OFFIC

E

OF

= CENTER OF DRILLED SHAFT

NB

S-1-

09

RE

VI

SI

ON

S

FO

R

GR

OU

ND

MO

UN

TE

D

AP

PLIC

ATIO

NS

NOIS

E B

AR

RIE

R SP

ECIFIC

ATIO

NS

07-20-12

10-18-13

07-18-14

01-16-15

07-17-15

07-15-16

07-21-17

01-

19-18

07-17-09

NOTES:

** WWF AxB-WCxWD (U.S. CUSTOMARY)

WWF = WELDED WIRE FABRIC

D = VERTICAL WIRE SIZE

C = HORIZONTAL WIRE SIZE

B = SPACING OF VERTICAL BARS (Sv) - INCHES

A = SPACING OF HORIZONTAL BARS (Sh) - INCHESWHERE

2

VERTICALHORIZONTAL

** WWF AxB-WCxWD

WELDED WIRE FABRIC

3.0

4.0

6.0

5.0

8.0

7.0

4.0

6.0

5.0

8.0

7.0

PS=8

3.0

6.0

5.0

8.0

7.0

4.0

3.0

2.0

2.0

2.0 0.040 0.040 2

0.040 0.040 2

0.056 0.048 2 3'-6"

0.068 0.080 2 4'-6"

0.080 0.110 2 5'-0"

0.098 0.158 2 5'-0"

0.110 0.210 2 5'-0"

0.148 0.118 2

0.170 2

0.240 2 3'-6"

0.148 0.080 4 4'-6"

0.148 0.110 4 5'-0"

0.148 0.158 4 5'-0"

0.148 0.210 4 5'-0"

0.360 0.147 2

0.360 2

0.477 2 3'-8"

0.360 4

0.360 4

0.360 0.165 4

0.360 0.210 4

3'-8"

3'-8"

3'-8"

3'-8"

DCBA

2266

66

466

466

8566

66

666

66

1266

466

66

866

66

51244

1244

1644

1244

1244

1244

71244

2266

2.9

3.5

5.5

2.5

5.5

10.5

7.5

8.5

7.5

7.5

7.5

7.5

5.5

10.5

5.5

INSERTS

LIFTING

CAPACITY

MIN

*

0.7

1.0

1.3

1.6

1.9

2.3

2.6

1.4

2.0

2.7

3.3

3.9

4.6

5.2

2.1

3.0

4.0

4.9

5.9

6.9

7.8

DESIGN WIND PRESSURE = 25 PSF, SOIL UNIT WEIGHT = 120 PCF

STEEL AREA (in /ft)

MIN REINFORCING

DD

BB

C

C

VIEW D-D: LIFTING INSERT LOCATION DETAIL

(FT.)

(SPAN)

SPACING

POST

(FT.)

(PH)

HEIGHT

PANEL

PRECAST CONCRETE PANEL DESIGN TABLE

16" & 20"

16" & 20"

16" & 20"

POST DETAILS

PLD TABLE

TYPE (AXIS) DEPTH

17•"

20"

17•" & 20"

(IN.)

PLD

3ƒ"

3‚"

4‚"

4‚"

9•"

OR APPROVED EQUAL (TYP)

SWIFT LIFTING INSERT

SECTION B-B

SECTION C-CNO.

MIN

PANEL BURY DEPTH

MAX ALLOWABLE

N/A

N/A

N/A

N/A

N/A

N/A

A VERTICAL POSITION (` 14°).

INSERTS FOR HANDLING IF THE PANEL REMAINS IN

IT IS PERMISSIBLE TO USE ONLY THE OUTER-MOST

FROM A HORIZONTAL TO VERTICAL POSITION.

USED WHEN ROTATING THE PANEL ABOUT ITS EDGE

THE MIN. NUMBER OF LIFTING INSERTS SHALL BE

.TONS* MIN. INSERT CAPACITY IS SPECIFIED IN

16<8<PS

24<16<PS

PRECAST CONCRETE PANEL ELEVATION

3.5

5

5

6.5

5

5

0.147

0.195

0.147

0.147

0.068

0.098

BARRIER ALIGNMENT

| PANEL AND NOISE

BARRIER ALIGNMENT

| PANEL AND NOISE

SHEAR BAR (TYP)


BAR (TYP)

INSERT SHEAR

SWIFT LIFTING

PANEL

STRUCTURAL

PANEL

STRUCTURAL

01-

16-09

C (SHALLOW)

C (DEEP)

C (DEEP)

6" FOR ALL OTHER POSTS

9" FOR 60° AND TYPE D POSTS

8"

A & B

D

E

7. POST REFERENCE LINE IS A VERTICAL LINE THRU THE WORKING POINT.

MAXIMUM ALLOWABLE UNIT WEIGHT OF THE MATERIAL IS 29.15 PSF.

6. THICKNESS OF ABSORPTIVE MATERIAL VARIES ACCORDING TO THE MATERIAL PROPERTIES USED BY THE MANUFACTURER.

REQUIRED SUPPLEMENTAL REINFORCING, AND THE MINIMUM NUMBER OF LIFTING INSERTS REQUIRED FOR ALL PANELS.

5. THE PROJECT PLANS WILL PROVIDE THE WELDED WIRE FABRIC REQUIREMENTS INCLUDING THE AREA OF STEEL, THE

OF BOTTOM PANELS.

4. PROVIDE SUPPLEMENTAL #3 REBARS, CENTERED BETWEEN WWF ROWS, FOR A DEPTH EQUAL TO "SRH" IN THE BOTTOM

3. ADJUST PANEL LENGTH TO ACCOMMODATE POST DETAILS AT EACH END AS SHOWN IN SECTION B-B AND PLD TABLE.

2. IF STACKED PANELS ARE REQUIRED REFER TO DETAILS ON SHEET 6/13.


(TYP)

REINFORCEMENT

#3 PERIMETER

PANEL DESIGN TABLE")

(SEE "PRECAST CONCRETE

WELDED WIRE FABRIC (WWF)

(TYP)

•" CHAMFER

(TYP)

REINFORCEMENT

#3 PERIMETER

PANEL (LEVEL)

BOTTOM OF

(LEVEL)

TOP OF PANEL

PANEL DESIGN TABLE")

(SEE "PRECAST CONCRETE


DESIGN TABLE")

CONCRETE PANEL

(SEE "PRECAST

FABRIC (WWF)

WELDED WIRE

(SEE VIEW D-D: LIFTING INSERT LOCATION DETAIL)

OR APPROVED EQUAL (TYP)


BETWEEN WWF ROWS

BOTTOM PANELS, CENTERED

REINFORCEMENT FOR

SUPPLEMENTAL #3

(TYP)

REINFORCEMENT

#3 PERIMETER

OTHER POSTS (TYP)

OPTIONAL FOR ALL

DEFLECTION POSTS.

60° AND 30°

REQUIRED FOR

45° CHAMFER

(TYP)

REINFORCEMENT

#3 PERIMETER

SWIFT LIFTING INSERT TENSION BAR (TYP)

SHIPPING SUPPORT (TYP)

PANEL STORAGE AND

(TOOLED CORNER PERMITTED)

OF 45° CHAMFER (TYP)

•" CHAMFER IN LIEU

SvSh

TREATMENTS)

ARCHITECTURAL SURFACE

THICKNESS REQUIRED FOR

THICKNESS (ADDITIONAL

(TYP)

1•" CLR.

RESIDENTIAL SIDE

ROADWAY SIDE

PH = P

AN

EL

HEIG

HT

2 LIFTING INSERTS

PL = PANEL LENGTH

4 LIFTING INSERTS

PL = PANEL LENGTH

PL x 0.207 PL x 0.586 PL x 0.207

PL x 0.104

PL x 0.292 PL x 0.208 PL x 0.292

PL x 0.104

Sv

Sh

RO

AD

WA

Y SID

E

RESID

EN

TIA

L SID

E

PH = P

AN

EL

HEIG

HT

T=4•" MIN STRUCTURAL

OTHERWISE)

UNLESS NOTED

(TYP ALL AROUND,

1•" CLR.

PL x 0.207 MAX

4" MIN

(TYP)

8" MIN (TYP)

REIN

FO

RCIN

G (T

YP)

2‚

" T

O |

HO

RIZ

ON

TA

L

PANEL THICKNESS)

STRUCTURAL

(CENTERED ON

2‚" (TYP)

T=4•" (TYP)

#3 BARS (TYP)

MIN 2" CLR. TO

ALIGNMENT

NOISE BARRIER

| PANEL AND

BARRIER ALIGNMENT

| PANEL AND NOISE

ARCHITECTURAL SURFACE TREATMENT

•" MIN, 1ƒ" MAX THICKNESS

(ƒ" MIN, 1ƒ" MAX WHEN SPECIFIED)

OR ARCHITECTURALSURFACE TREATMENT

(WHEN SPECIFIED, SEE NOTE 6)

ABSORPTIVE MATERIAL

(SURFACE TREATMENTS NOT SHOWN FOR CLARITY)

THIC

KN

ESS)

ST

RU

CT

UR

AL P

AN

EL

(CE

NT

ER

ED

ON

2‚

" (T

YP)

SR

H =

AC

TU

AL P

AN

EL B

UR

Y

DEP

TH

+ 6" (MIN) (S

EE

NO

TE 4)

5 13

ST

AT

E

OF

OHIO

DEP

AR

TM

EN

T

OF T

RA

NSP

OR

TA

TIO

NSTA

ND

ARD

DATE

AD

MINIS

TRATO

R

DESIG

N A

GEN

CY

BY:

GA

NN

ET

T F

LE

MIN

G, IN

C.

ORIGIN

AL

DESIG

N P

REP

AR

ED

ST

RU

CT

UR

AL E

NGIN

EE

RIN

G

OFFIC

E

OF

SEE SHEETS 8-9/13)

(FOR PLD DIMENSION LOCATIONS

FOR A SUMMARY OF VALUES.

(VARIES). SEE "PLD TABLE" BELOW

PLD = PANEL LENGTH DEDUCTION

SPANPOST REFERENCE LINE

NB

S-1-

09

RE

VI

SI

ON

S

FO

R

GR

OU

ND

MO

UN

TE

D

AP

PLIC

ATIO

NS

NOIS

E B

AR

RIE

R SP

ECIFIC

ATIO

NS

RUNS PARALLEL TO THE EDGE) INSIDE OF THE #3 PERIMETER REINFORCEMENT.

THE PANEL. AT EACH OF THE 4 EDGES OF THE PANEL, PLACE THE OUTERMOST WIRE (THAT

WIRE FABRIC (HORIZONTAL & VERTICAL) FOR WIRES THAT RUN NORMAL TO EACH EDGE OF

THAT RUNS PARALLEL TO EACH EDGE OF THE PANEL AND TO THE ENDS OF THE WELDED

1•" CLEAR APPLIES TO THE #3 PERIMETER REINFORCEMENT (HORIZONTAL & VERTICAL)

PL = PANEL LENGTH

PL = PANEL LENGTH

PL x 0.104 MIN

07-20-12

10-18-13

07-18-14

01-16-15

07-17-15

07-15-16

07-21-17

01-

19-18

07-17-09

ROADWAY SIDERESIDENTIAL SIDE

NOTES:

LEGEND:

STACKED PANEL DETAIL

P

H = P

AN

EL

HEIG

HT

W/

O C

AP

BH = T

OT

AL

HEIG

HT

OF B

AR

RIE

R

PH

OR P

HC

PH

OR P

HC

ADDITIONAL THICKNESS FOR

DETAIL B - REFLECTIVE PANEL KEYWAY DETAIL DETAIL B - ABSORPTIVE PANEL KEYWAY DETAIL

T=4•"

Sh

(•" MIN, 1ƒ" MAX)

SURFACE TREATMENT (TYP)

FOR ARCHITECTURAL

ADDITIONAL THICKNESS

(ƒ" MIN, 1ƒ" MAX)


FOR ARCHITECTURAL


T=4•" STRUCTURAL THICKNESS (TYP)

SIDE

ROADWAY

SIDE

RESIDENTIAL SIDE

RESIDENTIALSIDE

ROADWAY

PH

C

PERMITTED)

(TOOLED CORNER

•" CHAMFER (TYP)

PH

C

(TYP)

DETAIL A - REFLECTIVE PANEL WITH INTEGRAL CAPDETAIL A - ABSORPTIVE PANEL WITH INTEGRAL CAP

2" MIN 2" MIN

(TYP)

T=4•"



FOR ARCHITECTURAL


PH

PH

0•" 0ƒ" 1" 0ƒ" 1•"

0ƒ"0•"1"1"0•"0ƒ"

0•

"

0ƒ

"


SURFACE TREATMENT

ARCHITECTURAL

(ƒ" MIN, 1ƒ" MAX)

SURFACE TREATMENT

ARCHITECTURAL


SURFACE TREATMENT

ARCHITECTURAL

1•"0ƒ"1"

0ƒ

"

0ƒ"0•"

0ƒ" 0•" 1" 1" 0•" 0ƒ"

0•

"

PH

C = P

AN

EL

HEIG

HT

WIT

H C

AP

0•

"

0‚

"

0‚

"

0•

"

1"1"

T=4•" (TYP)T=4•" (TYP)

SIDE

RESIDENTIAL

SIDE

ROADWAY

SIDE

RESIDENTIALROADWAY SIDE

AS REQUIRED BY DESIGN AND SHOWN ON PROJECT PLANS

(SEE NOTE 2)

INTEGRAL CAP

(TYP)

•" CHAMFER

(SEE SHEET 5/13)


(SEE NOTE 2)

INTEGRAL CAP

PANEL (TYP)

CONCRETE

PRECAST

ON BOTTOM PANEL

SMOOTH FINISH

ON THIS SHEET

SEE DETAIL A

ON THIS SHEET

SEE DETAIL B(TYP)

REINFORCEMENT

#3 PERIMETER

PERMITTED)

(TOOLED CORNER

•" CHAMFER (TYP)

OVERHANG

OPTIONAL CAP

OVERHANG

OPTIONAL CAP

01-

16-09

BACKER ROD

ƒ" O FOAM

BACKER ROD

ƒ" O FOAM

GROOVE (TYP)

ƒ" (MIN) RUSTICATION

GROOVE (TYP)

ƒ" (MIN) RUSTICATION

HIGHEST ADJACENT PANEL

4. THE RUSTICATION GROOVE SHALL COINCIDE WITH THE TOP OF THE

MATERIAL PROPERTIES USED BY THE MANUFACTURER.

3. THICKNESS OF ABSORPTIVE MATERIAL VARIES ACCORDING TO THE

OR OVERHANGS; PAINTED LINES ARE NOT ALLOWED.

SPECIFIC DETAILS. BOTTOM OF CAP MUST HAVE RUSTICATION GROOVES

2. INTEGRAL CAP DETAILS MAY VARY. REFER TO PROJECT PLANS FOR


4"

MIN

4"

MIN

TREATMENT

SURFACE

ARCHITECTURAL

SURFACE TREATMENTS)

FACING AND/OR ARCHITECTURAL

REQUIRED FOR SOUND ABSORPTIVE

(ADDITIONAL THICKNESS

(TYP)

BOTTOM PANELS AS NEEDED

REINFORCEMENT FOR

SUPPLEMENTARY #3 SOIL

(TYP)

DEPTH + 6" (MIN)

SRH = MAX PANEL BURY

(TYP)

(ƒ" MIN, 1ƒ" MAX) WHEN SPECIFIED

OR ARCHITECTURALSURFACE TREATMENT

29.15 PSF MAX WHEN SPECIFIED (SEE NOTE 3)

ABSORPTIVE MATERIAL

(SEE NOTE 3)

ABSORPTIVE MATERIAL

ADDITIONAL THICKNESS FOR

ABSORPTIVE MATERIAL

6 13

ST

AT

E

OF

OHIO

DEP

AR

TM

EN

T

OF T

RA

NSP

OR

TA

TIO

NSTA

ND

ARD

DATE

AD

MINIS

TRATO

R

DESIG

N A

GEN

CY

BY:

GA

NN

ET

T F

LE

MIN

G, IN

C.

ORIGIN

AL

DESIG

N P

REP

AR

ED

ST

RU

CT

UR

AL E

NGIN

EE

RIN

G

OFFIC

E

OF

NB

S-1-

09

RE

VI

SI

ON

S

FO

R

GR

OU

ND

MO

UN

TE

D

AP

PLIC

ATIO

NS

NOIS

E B

AR

RIE

R SP

ECIFIC

ATIO

NS

07-20-12

10-18-13

07-18-14

01-16-15

07-17-15

07-15-16

07-21-17

01-

19-18

07-17-09

HH

G

G

E

F F

E

ELEVATION, REINFORCING, AND STORAGE PLAN

TYPICAL POST

DETAIL C - INTEGRAL POST CAP DETAIL

DETAIL D - NON-INTEGRAL POST CAP DETAIL

CAP DETAIL

= DIMENSION VARIES WITH

01-

16-09


NIC = NON-INTEGRAL CAP ADDITION

FPH = FINISHED POST HEIGHT

TBE = TOP OF BARRIER ELEVATION

BH = BARRIER HEIGHT

GROOVES OR OVERHANGS; PAINTED LINES ARE NOT ALLOWED.

4. BOTTOM OF INTEGRAL CAP MUST HAVE RUSTICATION

STANDARD CIRCULAR WASHER SHALL BE GALVANIZED ASTM F436.

3. NON-INTEGRAL CAP ANCHOR BOLT SHALL BE GALVANIZED ASTM A325;

A ƒ" O ANCHOR BOLT INTO THE FERRULE LOOP INSERT.

2. FASTEN THE NON-INTEGRAL CAP ATOP THE POST BY THREADING


NOTES:

TH

RE

AD

ED R

OD L

EN

GT

H

#3 S

TIR

RU

PS

@ 6"

AL

ON

G

#3 S

TIR

RU

PS SP

AC

ED

AS S

HO

WN IN T

AB

LES

"A" REBARS

2" MIN

MIN

MA

X

2"

MIN

DEP

TH

DEPTH

WIDTH

WIDTH + 4"

MIND

EP

TH + 4"

MIN

6"

MIN

6"

MIN

DEPTH + 4"

MIN

WIDTH + 4"

MIN

(TYP)

2" MIN

(TYP)

2" MIN

‚" (TYP)

‚" (TYP)

1"

1ƒ" 2•" O

(SEE NOTE 3)

STANDARD CIRCULAR WASHER

ƒ" £ ANCHOR BOLT WITH

(SEE NOTE 4)

POST CAP (TYP)

TOP OF INTEGRAL(SEE NOTE 4)

POST CAP (TYP)

TOP OF INTEGRAL

FP

H x 0.10

4

MIN

FP

H x 0.10

4

MIN

3•

" MIN

(TY

P)

2•" CLEAR

SIDES (TYP)

TOP AND

BH

FP

H x 0.207

MA

X

FP

H x 0.207

MA

X

LEGEND:

FP

H

2" MIN

(TYP)

(SEE NOTE 4)

NON-INTEGRAL CAP

TOP OF

3"

MIN

12"

MA

X

3•

"

(TY

P)

3•

"

(TY

P)

(TOOLED CORNER PERMITTED)

•" CHAMFER (TYP)

SS

(TY

P)

MIN

6"

WIT

H

NO

N-IN

TE

GR

AL C

AP FP

H = B

H +

NIC (S

EE L

EG

EN

D)

WIT

H IN

TE

GR

AL C

AP FP

H = B

H (S

EE L

EG

EN

D)

AS PER CMS 515.19

WITH NON-SHRINK GROUT

(CAST INTO CAP) TO BE FILLED

2•" £ x 1ƒ" DEEP RECESS

515.19 (TYP)

GROUT AS PER CMS

WITH NON-SHRINK

RECESS TO BE FILLED

SWIFT LIFT ANCHOR;

2-TON CAPACITY

FP

H

NIC

3"

MIN

6"

MA

X

3•"

(TYP)

ON S

HE

ET

S 9-10/14

AS S

HO

WN IN T

AB

LES

TR.E = T

HR

EA

DE

D R

OD E

MB

ED

ME

NT

VIEW E-E VIEW F-F

TOP VIEW

1'-0"

TOP VIEW

SECTION G-G SECTION H-H

"B" THREADED RODS

OVERHANG

OPTIONAL CAP

ƒ" CHAMFER (TYP)

PANEL CAP (TBE)

TOP OF INTEGRAL

LOCATION (TYP)

SHIPPING SUPPORT

POST STORAGE AND

(TYP)

REINFORCING

#3 PERIMETER

GROOVE (TYP)

•" MIN RUSTICATION

OVERHANG

OPTIONAL CAP

515.19 (TYP)

GROUT AS PER CMS

WITH NON-SHRINK

RECESS TO BE FILLED

SWIFT LIFT ANCHOR;

2-TON CAPACITY

FOR NON-INTEGRAL CAP SEE DETAIL D

FOR INTEGRAL CAP SEE DETAIL C

VIEWS FOR CLARITY)

(REMOVED FROM OTHER

AND RECESS (TYP)

SWIFT LIFT ANCHOR

| 2-TON CAPACITY

(STEPPED PANEL)

PANEL CAP (TBE)

TOP OF INTEGRAL

7 13

ST

AT

E

OF

OHIO

DEP

AR

TM

EN

T

OF T

RA

NSP

OR

TA

TIO

NSTA

ND

ARD

DATE

AD

MINIS

TRATO

R

DESIG

N A

GEN

CY

BY:

GA

NN

ET

T F

LE

MIN

G, IN

C.

ORIGIN

AL

DESIG

N P

REP

AR

ED

ST

RU

CT

UR

AL E

NGIN

EE

RIN

G

OFFIC

E

OF

(16" TYPE A POST SHOWN, OTHERS SIMILAR)


WIDTH

• WIDTH • WIDTH

& INSERTS

| LIFT ANCHORS

& INSERTS

| LIFT ANCHORS

(SEE NOTE 3)

FERRULE LOOP INSERT

THREADED INTO 1•-TON

CAP) FOR ƒ" £ ANCHOR BOLT

1" £ THRU HOLE (CAST INTO

WIDTH

• WIDTH • WIDTH

BOLT

CAP) FOR ƒ" £ ANCHOR

1" £ THRU HOLE (CAST INTO

INSERT

FERRULE LOOP

ƒ" £ 1•-TON

FERRULE LOOP INSERT

ƒ" £ 1•-TON

DEP

TH•

DEP

TH

•

DEP

TH

NB

S-1-

09

RE

VI

SI

ON

S

FO

R

GR

OU

ND

MO

UN

TE

D

AP

PLIC

ATIO

NS

NOIS

E B

AR

RIE

R SP

ECIFIC

ATIO

NS

(STEPPED PANEL)

PANEL CAP (TBE)

TOP OF INTEGRAL

PANEL CAP (TBE)

TOP OF INTEGRAL

MIN

6"

6"

07-20-12

10-18-13

07-18-14

01-16-15

07-17-15

07-15-16

07-21-17

01-

19-18

07-17-09

NOTES:

(TY

P)

•"

(TY

P)

(TY

P)

•"

GEOMETRY

SIZE SIZE

16'-0"

24'-0"

16'-0"

24'-0"

"A" REBAR "B" THREADED ROD "A" REBAR "B" THREADED ROD

10

10

9

10

10

10

16" PRECAST CONCRETE POST DATA

(IN.) (IN.)

2ˆ

"

0ƒ

"

3‚"

1•"

BARRIER

HEIGHT

(BH)

MAX

POST

SPACING

(SPAN)

STIRRUP

SPACING

(SS)

STIRRUP

SPACING

(SS)

*

*

*

TYPE-1 TYPE-2

MARK TYPE LENGTHA B C

J

K

M

N

P

R

1

1

1

1

2

2

6"

9"

9"

BENDING DIAGRAMS

DIMENSIONS

3•"

1'-1"

3•"

1'-0‚"

11•"

11•"

1'-1"

L 1 1'-1"

LEGEND:

SIZE SIZE

"A" REBAR "A" REBAR"B" THREADED ROD "B" THREADED ROD

10

9

9

9

9

9

(IN.) (IN.)

STIRRUP

SPACING

(SS)

STIRRUP

SPACING

(SS) SIZE

"A" REBAR "B" THREADED ROD

7

6

6

(IN.)

STIRRUP

SPACING

(SS)

1'-1"1'-11"

2'-5"

1'-11 "

1'-4•"

2'-3•"

1'-8"

(TY

P)

(TYP)

6"

4•" 4•"

4•"1'-6‚" "

#3 STIRRUP SCHEDULE

� � � � �

1'-0"

5"

6"

5"

1'-4"

5•

"5"

5•

"

5"

6"

5"

5"

1'-4"

3"3"

3"

6"3•"

7‚

"6"

4‚

"

5"

1'-0"

5"

1'-5•

"

3"

5ƒ

"6‚

"4"

1'-4"

5†

"4‡

"5•

"

5" 1'

-4"

6„

"4

…"

5•

"

6"

3"

4‚" 3•" 4‚"

5"

4‚" 3•" 4‚"

1'-0"

2•"

1'-0"

3" 6" 3"

2ƒ" 8•" 2ƒ"

4" 6" 4"

1'-2"

"A" REBAR (TYP)

"A" REBAR (TYP)

6•

"6•

"3"

4‚"

2ƒ

"

•" MAX CHAMFER (TYP)

3ƒ"

3ƒ"

"A" REBAR (TYP)

"B" THREADED ROD (TYP)

CHAMFER (TYP)

•" MAX







(DEEP AXIS)


(SHALLOW AXIS)


ALIGNMENT

| NOISE BARRIER

2‚

"

A

B

A

C

B

1•"

1•"

STAGGERED (TYP)

#3 STIRRUP JPAIRED (TYP)

#3 STIRRUPS K & L

PAIRED (TYP)

#3 STIRRUPS M & N

STAGGERED (TYP)

#3 STIRRUP P

STAGGERED (TYP)

#3 STIRRUP R

CONCRETE PANEL

PRECAST

"A" REBAR (TYP)

"A" REBAR (TYP)


CHAMFER (TYP)

ƒ" MAXCHAMFER (TYP)

ƒ" MAX


CHAMFER (TYP)

ƒ" MAX

CHAMFER (TYP)

ƒ" MAXCHAMFER (TYP)

ƒ" MAX

01-

16-09

SPAN SPAN SPAN

SPAN

SP

AN

SPAN SPAN

SPAN SPAN

ALIGNMENT

| NOISE BARRIER

6" 6"

•(180°-¬)

¬=0°`7.5°

TYPE A POST

TYPE A POST

TYPE B POST

SHAFT AXIS

POST & DRILLED

WORKING POINT

ALIGNMENT

| NOISE BARRIER

1'-0"

6" 6"

90°

PANEL

CONCRETE

PRECAST

4‚"

8"

6" 6"

•"

8ƒ

"8ƒ

"

POINT

WORKING

¬=90°

SHAFT AXIS

POST & DRILLED

ALIGNMENT

| NOISE BARRIER

TYPE C POST

TYPE C POST

¬=30°`7.5°

•(180°-¬)

WORKING POINT

SHAFT AXIS

POST & DRILLED

6"

TYPE D POST

TYPE B POST TYPE D POST

TYPE E POST

TYPE E POST

•(180°-¬)

¬=60°`7.5°

6" 6"

SHAFT AXIS

POST & DRILLED

WORKING POINT

WORKING POINT

SHAFT AXIS

POST & DRILLED

8'<BH<16'

16'<BH<25'

SIZE SIZE SIZE SIZE SIZEO

(IN.)

TR.E

(IN.)

O

(IN.)

TR.E

(IN.)

O

(IN.)

TR.E

(IN.)

O

(IN.)

TR.E

(IN.)

O

(IN.)

TR.E

(IN.)

#6

#7

#10

�

30

34

67

#5

#6

25

29

34

•"

#7

*

**

*

#7

#9

34

53

81

#7

#8

34

42

81#11 #11

#6

#8

29

42

67#10

� � � � � � � � � � � � � �

= PANEL LENGTH DEDUCTION (PLD) DIMENSION AS SHOWN

IN "PLD TABLE" ON SHEET 5/13.

TR.E = THREADED ROD EMBEDMENT, SEE SHEET 7/13.

SS = STIRRUP SPACING, SEE SHEET 7/13.

2. "B" THREADED RODS ARE USED FOR THE STEEL BASE PLATE

CONNECTIONS. IN LIEU OF PROVIDING SEPARATE THREADED RODS,

THE "A" REBARS MAY BE EXTENDED AND SUPPLIED WITH THREADED

ENDS TO CONNECT THE STEEL BASE PLATE TO THE BOTTOM OF THE

3. INSTALL REINFORCING STEEL WITH A MINIMUM CLEARANCE OF 1•"

FROM ALL CONCRETE SURFACES UNLESS NOTED OTHERWISE.

4. FOR ADDITIONAL POST DETAILS REFER TO SHEET 7/13.

8 13

ST

AT

E

OF

OHIO

DEP

AR

TM

EN

T

OF T

RA

NSP

OR

TA

TIO

NSTA

ND

ARD

DATE

AD

MINIS

TRATO

R

DESIG

N A

GEN

CY

BY:

GA

NN

ET

T F

LE

MIN

G, IN

C.

ORIGIN

AL

DESIG

N P

REP

AR

ED

ST

RU

CT

UR

AL E

NGIN

EE

RIN

G

OFFIC

E

OF

ï»¿î€• - USE 20" PRECAST CONCRETE POST; SEE SHEET


EXTENDED "A" REBARS SHALL BE GALVANIZED FULL LENGTH.

POST. REFER TO THE STEEL BASE PLATE DETAILS ON SHEET 10/13.


OF THE WALL ALIGNMENT AND THE POST AXIS.

EQUALS ZERO, THE WORKING POINT IS THE POINT OF INTERSECTION

THE WALL ALIGNMENT TANGENTS. IF THE DEFLECTION ANGLE (¬)

5. WORKING POINT IS DEFINED AS THE POINT OF INTERSECTION OF

NB

S-1-

09

RE

VI

SI

ON

S

FO

R

GR

OU

ND

MO

UN

TE

D

AP

PLIC

ATIO

NS

NOIS

E B

AR

RIE

R SP

ECIFIC

ATIO

NS

#5

#6

#7

#7

#9

#11

#7

#8

#11

#6

#8

#10

#6

#7

#10

�

†

ƒ

�

‡

‡

�

1…

1

ƒ

1

1‚

�

O = MINIMUM NOMINAL THREAD DIAMETER

ƒ

‡

1‚

‡

�

1„

1…

07-20-12

10-18-13

07-18-14

01-16-15

07-17-15

07-15-16

07-21-17

01-

19-18

07-17-09

(TY

P)

•"

(TY

P)

•"

GEOMETRY

SIZE SIZE

24'-0"

23'-0"

21'-0"

"A" REBAR "B" THREADED ROD "A" REBAR "B" THREADED ROD

12

12

12

12

13

13

13

13

20" PRECAST CONCRETE POST DATA

(IN.) (IN.)

16'-0"

1Œ"

0ƒ

"

3‚"

(TY

P)

MAX

POST

SPACING

(SPAN)

BARRIER

HEIGHT

(BH)

STIRRUP

SPACING

(SS)

STIRRUP

SPACING

(SS)

TYPE-1 TYPE-2

MARK TYPE LENGTHA B C

S

T

W

X

Y

Z

1

1

1

1

2

2

6"

9"

BENDING DIAGRAMS

DIMENSIONS

U 1

NOTES:

SIZE SIZE

"A" REBAR "A" REBAR"B" THREADED ROD "B" THREADED ROD

10

10

10

12

11

10

11

11

(IN.) (IN.)

STIRRUP

SPACING

(SS)

STIRRUP

SPACING

(SS) SIZE

"A" REBAR "B" THREADED ROD

6

6

6

6

(IN.)

STIRRUP

SPACING

(SS)

6"

9"

(TY

P)

(TYP)

1'-5"

1'-5"

1'-5"

4•"

4•"

1'-3ƒ" 3•"

4•"1'-5"

3•"

1'-2"

1'-2"

2'-3"

2'-9"

2'-3"

1'-7"

2'-6"

2'-0"

1'-9ƒ"

#3 STIRRUP SCHEDULE

LEGEND:

7"

6"

7"

1'-8"

7•

"5"

7•

"

3" 3" 7"

6"

7"

5"

1'-8"

3"

8ƒ

"6"

5‚

"

6"3•"

1'-0"

1'-8"

5"

5"

3"

3"

1'-8"

9"

6•

"4•

"

1'-8"

6"

2•"

4‚" 3•" 4‚"

5"

1'-0"

7†

"4‡

"7•

"

7ƒ

"6‚

"6"

3" 6" 3"

1'-2"

4" 6" 4"

5"

7†

"4

…"

8"

4‚" 3•" 4‚"

1'-0"

8•"2ƒ" 2ƒ"

4‚"

"A" REBAR (TYP)


"A" REBAR (TYP)


"A" REBAR (TYP)


4ƒ

"

CHAMFER (TYP)

•" MAX

•" MAX CHAMFER (TYP)

4‚"

3ƒ"

3ƒ"

A

B

A

C

B

CHAMFER (TYP)

ƒ" MAX

2ƒ

"



ALIGNMENT

BARRIER

| NOISE

STAGGERED (TYP)

#3 STIRRUP SPAIRED (TYP)

#3 STIRRUPS T & U

PAIRED (TYP)

#3 STIRRUPS W & X

STAGGERED (TYP)

#3 STIRRUP Y

STAGGERED (TYP)

#3 STIRRUP Z

1•"

CONCRETE PANEL

PRECAST

1•"

CHAMFER (TYP)

ƒ" MAX

"A" REBAR (TYP)


"A" REBAR (TYP)


CHAMFER (TYP)

ƒ" MAX

CHAMFER (TYP)

ƒ" MAX

ƒ" MAX

CHAMFER (TYP)

PRECAST

PANEL

PRECAST CONCRETE


01-

16-09

SPANSPAN

SPAN

SP

AN

SPAN SPAN SPAN SPAN

TYPE A POST

TYPE A POST

TYPE B POST TYPE C POST

TYPE C POSTTYPE B POST

TYPE D POST

TYPE D POST

TYPE E POST

TYPE E POST

¬=0°`7.5°

•(180°-¬)

ALIGNMENT

| NOISE BARRIER

WORKING POINT

SPAN

SHAFT AXIS

POST & DRILLED

1'-0"

6" 6"

90°

SHAFT AXIS

POST & DRILLED

6" 6"

PANEL

CONCRETE

ALIGNMENT

| NOISE BARRIER

WORKING POINT

1'-0"

6" 6"

¬=90°

(DEEP AXIS)

| NOISE BARRIER ALIGNMENTSHAFT AXIS

POST & DRILLED

10"

10"

•"

POINT

WORKING

(SHALLOW AXIS)


9•

" *

1ƒ"

ALIGNMENT

| NOISE BARRIER

¬=30°`7.5°

•(180°-¬)

6"

SHAFT AXIS

POST & DRILLED

WORKING POINT

¬=60°`7.5°

•(180°-¬)

SHAFT AXIS

POST & DRILLED

6" 6"

WORKING POINT

BH<23'

BH<24'

BH<25'

BH<25'

SIZE SIZE SIZE SIZE SIZETR.E

(IN.)(IN.)

O TR.E

(IN.)(IN.)

O TR.E

(IN.)(IN.)

O TR.E

(IN.)(IN.)

O TR.E

(IN.)(IN.)

O

#10

#8 42 #6 30

67

67

67

34

34

34

#10

#10

#7

#7

#7

•"

67 67

81

81

81

81

81

81

#11

#11

#11

#11

#11

#11

#10 #10 67

82

82

82

#11

#11

#11

#10

**

***

= PANEL LENGTH DEDUCTION (PLD) DIMENSION AS SHOWN

IN "PLD TABLE" ON SHEET 5/13.

TR.E = THREADED ROD EMBEDMENT, SEE SHEET 7/13.

SS = STIRRUP SPACING, SEE SHEET 7/13.

*

2. "B" THREADED RODS ARE USED FOR THE STEEL BASE PLATE

CONNECTIONS. IN LIEU OF PROVIDING SEPARATE THREADED RODS,

THE "A" REBARS MAY BE EXTENDED AND SUPPLIED WITH THREADED

ENDS TO CONNECT THE STEEL BASE PLATE TO THE BOTTOM OF THE

3. INSTALL REINFORCING STEEL WITH A MINIMUM CLEARANCE OF 1•"

FROM ALL CONCRETE SURFACES UNLESS NOTED OTHERWISE.

4. FOR ADDITIONAL POST DETAILS REFER TO SHEET 7/13.

9 13

ST

AT

E

OF

OHIO

DEP

AR

TM

EN

T

OF T

RA

NSP

OR

TA

TIO

NSTA

ND

ARD

DATE

AD

MINIS

TRATO

R

DESIG

N A

GEN

CY

BY:

GA

NN

ET

T F

LE

MIN

G, IN

C.

ORIGIN

AL

DESIG

N P

REP

AR

ED

ST

RU

CT

UR

AL E

NGIN

EE

RIN

G

OFFIC

E

OF


EXTENDED "A" REBARS SHALL BE GALVANIZED FULL LENGTH.

POST. REFER TO STEEL BASE PLATE DETAILS ON SHEET 10/13.


OF THE WALL ALIGNMENT AND THE POST AXIS.

EQUALS ZERO, THE WORKING POINT IS THE POINT OF INTERSECTION

THE WALL ALIGNMENT TANGENTS. IF THE DEFLECTION ANGLE (¬)

5. WORKING POINT IS DEFINED AS THE POINT OF INTERSECTION OF

NB

S-1-

09

RE

VI

SI

ON

S

FO

R

GR

OU

ND

MO

UN

TE

D

AP

PLIC

ATIO

NS

NOIS

E B

AR

RIE

R SP

ECIFIC

ATIO

NS

#10

#10

#10

#8

#7

#7

#7

#6

#11

#11

#11

#10

#11

#11

#11

#10

#11

#11

#11

#10

1‚

O = MINIMUM NOMINAL THREAD DIAMETER

1‚

1‚

1 ƒ

‡

‡

‡

1…

1…

1…

1‚

1…

1…

1…

1‚

1…

1…

1…

1‚

07-20-12

10-18-13

07-18-14

01-16-15

07-17-15

07-15-16

07-21-17

01-

19-18

07-17-09

GEOMETRY

BASE PLATE DATA FOR 16" PRECAST CONCRETE POSTS

16'-0"

24'-0"

16'-0"

24'-0"

"D" ANCHOR BOLT

EMBEDMENT

(IN.)(IN.)

"D" ANCHOR BOLT "D" ANCHOR BOLT"D" ANCHOR BOLT "D" ANCHOR BOLT

EMBEDMENT EMBEDMENTEMBEDMENT EMBEDMENT

(IN.)(IN.) (IN.)(IN.)(IN.)(IN.) (IN.)(IN.)

BOLT HOLE

L X W

BOLT HOLE

L X W

BOLT HOLE

L X W

BOLT HOLE

L X W

BOLT HOLE

L X W

(IN. X IN.) (IN. X IN.) (IN. X IN.)(IN. X IN.) (IN. X IN.)

1Œ X 1‚

1ˆ X ‡

1ˆ X ‡ 1ˆ X ‡

1‰ X 1

1‰ X 1

1Œ X 1‚

1‰ X 1

1‰ X 1

1… X 1„

GEOMETRY

BASE PLATE DATA FOR 20" PRECAST CONCRETE POSTS

24'-0"

23'-0"

21'-0"

"D" ANCHOR BOLT

EMBEDMENT

(IN.)(IN.)

"D" ANCHOR BOLT "D" ANCHOR BOLT"D" ANCHOR BOLT "D" ANCHOR BOLT

EMBEDMENT EMBEDMENTEMBEDMENT EMBEDMENT

(IN.)(IN.) (IN.)(IN.)(IN.)(IN.) (IN.)(IN.)

BOLT HOLE

L X W

BOLT HOLE

L X W

BOLT HOLE

L X W

BOLT HOLE

L X W

BOLT HOLE

L X W

(IN. X IN.) (IN. X IN.) (IN. X IN.)(IN. X IN.) (IN. X IN.)

1Ž X 1•

1Ž X 1•

1Ž X 1•

1• X 1…

1Ž X 1•

1Ž X 1•

1Œ X 1‚

1• X 1…

II

1‰ X 1 1‰ X 1

16'-0" 1Œ X 1‚ 1… X 1„

1‰ X 1 1‰ X 1

O

O O

O

O

O

O

O

O

O

1‰ X 1

1‰ X 1

1‰ X 1

1‰ X 1

1‰ X 1

1‰ X 1

1‰ X 1

1‰ X 1

1Œ X 1‚

1Œ X 1‚

1ˆ X ‡

(PT)

THICKNESS

PLATE

(PT)

THICKNESS

PLATE

(PT)

THICKNESS

PLATE

(PT)

THICKNESS

PLATE

(PT)

THICKNESS

PLATE

(AB.E, IN.)

(AB.E, IN.)(AB.E, IN.)

(AB.E, IN.)

(AB.E, IN.)

(AB.E, IN.)

(AB.E, IN.)

(AB.E, IN.)

(AB.E, IN.)

(AB.E, IN.)(SPAN)

SPACING

POST

MAX

(SPAN)

SPACING

POST

MAX

(BH)

HEIGHT

BARRIER

(BH)

HEIGHT

BARRIER

LEGEND:

(PT)

THICKNESS

PLATE

(PT)

THICKNESS

PLATE

(PT)

THICKNESS

PLATE

(PT)

THICKNESS

PLATE

(PT)

THICKNESS

PLATE

25'<16'<BH

23'<BH

24'<BH

25'<BH

25'<BH

01-

16-09

TYPE A POST

TYPE A POST

TYPE C POST

TYPE C POST

TYPE B POST

TYPE B POST

TYPE D POST

TYPE D POST

TYPE E POST

TYPE E POST

THE BOLT SHALL PROJECT AT LEAST TWO THREAD LENGTHS OUTSIDE THE FACE OF THE NUT.

7. FABRICATOR SHALL DETAIL ANCHOR BOLT PROJECTION (P) ON SHOP DRAWINGS. WHEN INSTALLED, THE END OF

INTO THE POST.

THREADED INTO THE BASEPLATE (TP = •" MIN) AND TACK WELDED IN PLACE. THE ASSEMBLY SHALL BE CAST

THREADED "A" REBARS OR "B" THREADED RODS. THREADED "A" REBARS OR "B" THREADED RODS SHALL BE

IN LIEU OF A BOLTED PLATE CONNECTION, THE BASE PLATE HOLES MAY BE TAPPED TO ACCOMMODATE THE

THREADED PLATE CONNECTION:6.

GALVANIZED FULL LENGTH. (FABRICATOR TO DETAIL HOLE LOCATIONS AND SIZES ON SHOP DRAWINGS)

AND EXTENDED TO CONNECT THE BASE PLATE TO THE BOTTOM OF THE POST. EXTENDED "A" REBARS SHALL BE

5. IN LIEU OF PROVIDING SEPARATE THREADED RODS, THE "A" REBARS MAY BE FABRICATED WITH THREADED ENDS

4. PROVIDE HEADED ANCHOR BOLTS WITH STANDARD CIRCULAR WASHERS; HOOKED ENDS ARE NOT ALLOWED.

3. INSTALL ALL THREADED CONNECTIONS ACCORDING TO THE ANCHOR BOLT NUT REQUIREMENTS OF CMS 630.06.

2. FOR SECTION I-I, SEE SHEET 12/13.


16'<HB<8'

NOTES:

1„ 25

1• ‡ 25

‡

�

2‚ 1„ 32

‡ 21ƒ 1„ 21

1• ƒ 21

ƒ

1 ƒ 21

2 ‡ 251• ‡ 25 2‚ 1„ 32 2‚ 1 28

1„ ‡ 251‚ ‡ 25

1• ‡ 251• ‡ 25

2 39

2

1… 1• 25‡ 2 25‡

2‚25 2‚

22 1‚ 35

1„ 322 1… 391… 39

2 1… 39

2‚

2 1… 39

1„ 32

2‚

1‚ 35

25

MA

X SP

ACIN

G

TIES

AT 1'-0"

6"

MA

X

ELEVATION

= P + •

" (MIN)

TL = T

HR

EA

D L

EN

GT

H

8"

4•

"

8"

3"

CL

R.

•" MIN (TYP)

PROJECTION

TP = THREADED

(SEE NOTE 5)

USED IN LIEU OF "B" THREADED RODS

"A" REBARS PERMITED TO BE THREADED AND

BOLT HOLE "W"

BOLT HOLE "L"

1ƒ 1„ 32 251‚ 21ƒ 1„ 32 2 1 28

1•

1• ‡

‡

‡

‡

‡

‡

25

25

25

PT

AB.E =

AN

CH

OR B

OL

T E

MB

ED

ME

NT L

EN

GT

H

(SEE NOTE 3)

(GALVANIZED)

"D" ANCHOR BOLTS

AL

ON

G L

EN

GT

H

OF

AN

CH

OR B

OL

T

TIES

AT 6"

MA

X SP

ACIN

G

DL =

DRIL

LE

D S

HA

FT L

EN

GT

H

BASE PLATE CONNECTION TO DRILLED SHAFT)

(PRECAST CONCRETE POST WITH BOLTED

STEEL BASE PLATE PLAN

1'-10" (STANDARD)

1'-8" (S

TA

ND

AR

D)

� � � � � � � � � � � � � � � � � � �

(SEE NOTE 6)

TO ACCOMMODATE THE UNC THREADED ROD OR REBAR

AS REQUIRED TO PROVIDE A STANDARD UNC THREADED HOLE

HOLE DIAMETER FOR THREADED PLATE CONNECTION:

"A" THREADED REBAR OR "B" THREADED ROD DIAMETER +…" MAX (TYP)

HOLE DIAMETER FOR BOLTED PLATE CONNECTION:

DRAWINGS BASED UPON SELECTED CONNECTION TYPE.

FABRICATOR TO DETAIL HOLE LOCATIONS AND SIZES ON SHOP

ï»¿î€• - USE 20" PRECAST CONCRETE

GA

P = 2.5 x

O "D

"

DRILLED SHAFT

BUNDLED TIES


REINFORCEMENT

DRILLED SHAFT

SEE NOTE 4

(TYP)

| BOLT HOLE

HOLE (TYP)

| SHORT SLOTTED

(TYP)

WASHER (GALVANIZED)

NUT AND OVERSIZED

HEAVY HEX LEVELING

(GALVANIZED) (TYP)

AND OVERSIZED WASHER

HEAVY HEX DOUBLE NUTS

TIGHTENING NUTS (TYP)

BURR THREADS AFTER

SHAFT ELEVATION (LEVEL)


(GALVANIZED)

BASE PLATE

STEEL

OUTERMOST "A" REBARS

RODS TO BE LAPPED WITH TWO

| HOLES FOR "B" THREADED

(SEE NOTE 5)

RODS OR THREADED "A" REBARS

GALVANIZED "B" THREADED

STEEL BASE PLATE (GALVANIZED)

(SEE NOTES 3 & 6)

OPTIONAL THREADED PLATE CONNECTION

10 13

ST

AT

E

OF

OHIO

DEP

AR

TM

EN

T

OF T

RA

NSP

OR

TA

TIO

NSTA

ND

ARD

DATE

AD

MINIS

TRATO

R

DESIG

N A

GEN

CY

BY:

GA

NN

ET

T F

LE

MIN

G, IN

C.

ORIGIN

AL

DESIG

N P

REP

AR

ED

ST

RU

CT

UR

AL E

NGIN

EE

RIN

G

OFFIC

E

OF

P = P

ROJE

CTIO

N (S

EE

NO

TE 8)

TIGHTENING

BURR THREADS AFTER

(SEE NOTE 3 & 6)

PLATE CONNECTION (TYP)

REQUIRED FOR BOLTED

AND CIRCULAR WASHER

HEAVY HEX NUT,


(SEE POST DETAILS ON PAGES 8-9/13)

ALONG DEEP AXIS

REQUIRED FOR TYPE C POST

ADDITIONAL PLATE MATERIAL

7"

7"

SHAFT AXIS

POST & DRILLED


PT = STEEL BASE PLATE THICKNESS

AB.E = "D" ANCHOR BOLT EMBEDMENT LENGTH

ANSI B18.2.1 AND B18.2.6

UNC = UNIFIED NATIONAL COARSE AS PER

NB

S-1-

09

RE

VI

SI

ON

S

FO

R

GR

OU

ND

MO

UN

TE

D

AP

PLIC

ATIO

NS

NOIS

E B

AR

RIE

R SP

ECIFIC

ATIO

NS

07-20-12

10-18-13

07-18-14

01-16-15

07-17-15

07-15-16

07-21-17

01-

19-18

07-17-09

PANEL SEAT ELEVATION

MIN EMBED.

RE

QUIR

ED

NO

AN

CH

OR

S

1 A

NC

HO

R R

EQ

UIR

ED

1'-2"

MA

X1'-0"

MA

X1'-0"

MA

X

LEGEND:

01-

16-09

DETAIL F - STEP BLOCK ANCHOR LAYOUT

POST

(THREADED RODS NOT SHOWN FOR CLARITY)

NOTES:

DETAIL E - INTEGRAL STEP BLOCK

3†"

5"

*

*

HB = S

TEP B

LO

CK

HEIG

HT;

3"

MIN, 4'-

0"

MA

X

5" (T

YP)

7" (TYP)

GA

P

THRU STEP BLOCK

1" O HOLE CAST

PANEL SEAT PLAN WITH INTEGRAL STEP BLOCK

PANEL SEAT PLAN WITH NON-INTEGRAL STEP BLOCK

6"

MIN

6"

MIN

*10

" MIN

TO AVOID POST SHEAR REINFORCING.

STEP BLOCK. MAY BE UNEQUAL WHEN NECESSARY

DIMENSIONS TO BE EQUAL FROM EACH END OF

NOISE BARRIER ALIGNMENT

| STEP BLOCK AND

(SE

E S

HE

ET 10/13)

1'-0"

<H

B

2'-

0"

<1'-0"

<

HB

3'-

0": 2

AN

CH

OR

S R

EQ

UIR

ED

<2'-

0"

<

HB

4'-

0": 3

AN

CH

OR

S R

EQ

UIR

ED

<3'-

0"

<

HB

DRILLED SHAFTPANEL (TYP)

PRECAST CONCRETE

DRILLED SHAFT

PREFORMED BEARING PAD


CONCRETE POST

PRECAST

PANEL (TYP)

PRECAST CONCRETE

STEEL BASE PLATE

PLACED DIRECTLY ON

CONCRETE STEP BLOCK

7" X 5" PRECAST



CONCRETE POST

PRECAST

CONCRETE POST

PRECAST


(SEE DETAILS E & F THIS SHEET)

WITH ƒ" ANCHOR BOLTS

TO PRECAST CONCRETE POST

STEEL BASE PLATE AND CONNECTED

BLOCK PLACED DIRECTLY ON

7" X 5" PRECAST CONCRETE STEP

ALIGNMENT

| NOISE BARRIER

ALIGNMENT

| NOISE BARRIER

STEP BLOCK (SEE NOTE 2)

TOP OF PRECAST CONCRETE

STEP BLOCK (SEE NOTE 2)

BOTTOM OF PRECAST CONCRETE

(SEE NOTE 2)

CONCRETE STEP BLOCK

BOTTOM OF PRECAST

(SEE NOTE 2)

STEP BLOCK

CONCRETE

TOP OF PRECAST



"D" ANCHOR BOLTS

"D" ANCHOR BOLT (TYP)

"D" ANCHOR BOLT (TYP)

(SEE NOTE 3)

(OR APPROVED EQUAL)

1 TON MIN CAPACITY

THIN SLAB FERRULE INSERT

PANEL (TYP)

BEARING PADS UNDER THE

6•" X 4" X „" PREFORMED

PLACE A MAXIMUM OF TWO (2)

ALIGNMENT

| NOISE BARRIER

(SEE NOTE 3)

BLOCK ANCHOR

FOR STEP

1" THRU HOLE

STEEL BASE PLATE

(TYP)

| ANCHOR

STANDARD STEEL BASE PLATE

STANDARD STEEL BASE PLATE

PAD THICKNESS)

PREFORMED BEARING

(DOES NOT INCLUDE

BARRIER ELEVATION

BBE = BOTTOM OF

11 13

ST

AT

E

OF

OHIO

DEP

AR

TM

EN

T

OF T

RA

NSP

OR

TA

TIO

NSTA

ND

ARD

DATE

AD

MINIS

TRATO

R

DESIG

N A

GEN

CY

BY:

GA

NN

ET

T F

LE

MIN

G, IN

C.

ORIGIN

AL

DESIG

N P

REP

AR

ED

ST

RU

CT

UR

AL E

NGIN

EE

RIN

G

OFFIC

E

OF

AFTER TIGHTENING.

CONDITION. BURR THREADS

TO C&MS 513.20 SNUG TIGHT

INSTALL BOLTS ACCORDING

WASHER (ASTM A325)

STANDARD CIRCULAR

ƒ" O BOLT, NUT, AND

(16" TYPE A POST SHOWN; OTHER POSTS SIMILAR)

(16", TYPE E POST SHOWN; OTHER POSTS SIMILAR)


SHAFT AXIS

POST & DRILLED

ANCHOR LOCATION REQUIREMENTS.

CONCRETE POST SHEAR REINFORCING. REFER TO "DETAIL F" ON THIS SHEET FOR

3. ENSURE THAT STEP BLOCK ANCHOR LOCATIONS DO NOT INTERFERE WITH PRECAST

ENSURE THAT THE STEP BLOCK IS FULLY SEATED ON THE STEEL BASE PLATE.

BEARING PAD(S) ON TOP OF THE STEP BLOCK.

PLACE THE STEP BLOCK DIRECTLY ON THE STEEL BASE PLATE AND THEN PLACE THE PREFORMED

UP TO AND INCLUDING 4'-0", AS DETAILED ON THIS SHEET.

SHALL BE USED FOR FOR HEIGHTS OVER 1'-0"INTEGRAL PRECAST CONCRETE STEP BLOCKS

HEIGHT OF 3" TO A MAXIMUM HEIGHT OF 1'-0".

SHALL BE USED FROM A MINIMUMNON-INTEGRAL PRECAST CONCRETE STEP BLOCKS2.


SHAFT AXIS

POST & DRILLED

WORKING POINT

SHAFT AXIS

POST & DRILLED

NB

S-1-

09

RE

VI

SI

ON

S

FO

R

GR

OU

ND

MO

UN

TE

D

AP

PLIC

ATIO

NS

NOIS

E B

AR

RIE

R SP

ECIFIC

ATIO

NS

07-20-12

10-18-13

07-18-14

01-16-15

07-17-15

07-15-16

07-21-17

01-

19-18

07-17-09

I I

01-

16-09

LEGEND:

NOTES:

6"

MA

X

#4 TIES

@

4"

CL

R.

TYPICAL DRILLED SHAFT ELEVATION

(TY

P)

8"

(TYP)

#4 TIES

@ 1'-0"

MA

X SP

ACIN

G

SP

ACIN

G

6"

MA

X

30" O

3"

CL

R

SECTION I-I: TYPICAL DRILLED SHAFT

(TYP)

30" O DRILLED SHAFT (TYP)

BH = B

AR

RIE

R

HEIG

HT

6"

MIN

GA

P + T

P

4

& 10/13

SE

E S

HE

ET

S

2:1 M

AX



DL =

DRIL

LE

D S

HA

FT L

EN

GT

H

DRILLED SHAFT

BUNDLED TIES

POST

PRECAST CONCRETE

DRILLED SHAFT

#4 TIES

BETWEEN TIES)

(STAGGER SPLICE LOCATIONS

LAP SPLICE (TYP)

REINFORCEMENT

DRILLED SHAFT

(4 REQUIRED)

(GALVANIZED)

STANDARD CIRCULAR WASHERS

"D" ANCHOR BOLTS WITH

CONNECTION DETAILS

SEE SHEET 10/13 FOR

(TYP)

135° HOOK

GROUND LINE INTERFACE)

(LOWEST PANEL/FINISHED

STARTING POINT (WITH BACK SLOPE)

FINAL GROUND LINE

(NO BACK-SLOPE)

FINAL GROUND LINE

ELEVATION

DRILLED SHAFT

BSE = BOTTOM OF

INTERFERENCE WITH THE ANCHOR BOLTS)

BE SLIGHTLY ADJUSTED TO AVOID

VERTICAL REINFORCEMENT (BARS MAY

(EQUALLY SPACED) AS DRILLED SHAFT

PROVIDE A MINIMUM OF 9-#8 REBARS

12 13

ST

AT

E

OF

OHIO

DEP

AR

TM

EN

T

OF T

RA

NSP

OR

TA

TIO

NSTA

ND

ARD

DATE

AD

MINIS

TRATO

R

DESIG

N A

GEN

CY

BY:

GA

NN

ET

T F

LE

MIN

G, IN

C.

ORIGIN

AL

DESIG

N P

REP

AR

ED

ST

RU

CT

UR

AL E

NGIN

EE

RIN

G

OFFIC

E

OF

SHAFT AXIS

POST & DRILLED

7"


THE REINFORCING STEEL DETAILS FOR EACH DRILLED SHAFT DESIGN.

2. REFER TO THE REINFORCING STEEL LIST IN THE PROJECT PLANS FOR


NB

S-1-

09

RE

VI

SI

ON

S

FO

R

GR

OU

ND

MO

UN

TE

D

AP

PLIC

ATIO

NS

NOIS

E B

AR

RIE

R SP

ECIFIC

ATIO

NS

") CLR.8-12•" (+•",

07-20-12

10-18-13

07-18-14

01-16-15

07-17-15

07-15-16

07-21-17

01-

19-18

07-17-09

0.040.042:1MAX

2:1

MAX

2:1MAX 2:1

MAX

0.04 0.04

2:1MAX

2:1

MAX

MIN

2:1 MAX

MIN

MIN

MINMIN

MIN

MIN MIN

MIN

MIN

6"

MIN

MIN

1.0%

MIN

TYPICAL CUT SECTION

TYPICAL FILL SECTION

2'-0"

2'-0" 2'-0"

2'-0" 2'-0"

1. CONSTRUCT A TRENCH WITH A MINIMUM LONGITUDINAL SLOPE OF 1.0%

UNDER THE NOISE BARRIER PANELS AS SHOWN IN THE TYPICAL ELEVATION.

3. OUTLET CONDUIT TO BE SPACED AT 500' MAX.; INSTALL IN ACCORDANCE

WITH ITEM 605.

2'-0"2'-0"

6"

MIN

6"

MIN

2'-0"

6"

MIN

6"

MIN

6"

MIN

ALIGNMENT

| NOISE BARRIER

NOISE BARRIER POST

EX GROUND LINE

LINE

FINAL GROUND

NOISE BARRIER POST

ALIGNMENT

| NOISE BARRIER

EX GROUND LINE

LINE

FINAL GROUND

NOISE BARRIER PANEL

ALIGNMENT

| NOISE BARRIER

FINAL GROUND LINE

NOISE BARRIER PANEL

BOTTOM OF

DRAINAGE TRENCH

BOTTOM OF

POST

NOISE BARRIER

(2:1 MAX SLOPE)

FINAL GROUND LINE1'-0"

1'-0"

1'-0"

PLANS. INSTALL IN ACCORDANCE WITH ITEM 605.

2. PROVIDE UNDERDRAIN SLOPE OF 1% MINIMUM OR AS SPECIFIED IN PROJECT

(SEE NOTE 1)

#89 STONE

#8, #9, OR

(SEE NOTE 2)

PER ITEM 605

6" UNDERDRAIN

CONCRETE OUTLET PER DM-1.1

WITH PRECAST REINFORCED

•" / FT. MIN (SEE NOTE 3)

6" DIA. - TYPE F OUTLET CONDUIT

TYPICAL SLOPED SECTION A

TYPICAL ELEVATION OF SLOPED SECTION A - DRAINAGE

(SEE NOTE 3)

OUTLET CONDUIT

6" DIA. - TYPE F

TYPICAL ELEVATION OF SLOPED SECTION B - DRAINAGE

MIN

2'-0"

NOISE BARRIER PANEL

ALIGNMENT

| NOISE BARRIER

(2:1 MAX SLOPE)

FINAL GROUND LINE

(SEE NOTE 1)

#89 STONE

#8, #9, OR

(SEE NOTE 2)

PER ITEM 605

6" UNDERDRAIN

CONCRETE OUTLET PER DM-1.1

WITH PRECAST REINFORCED

•" / FT. MIN (SEE NOTE 3)

6" DIA. - TYPE F OUTLET CONDUIT

SLOPED SECTION DRAINAGE NOTES:

1.0%

MIN

1.0%

MIN

NOISE BARRIER PANEL

BOTTOM OF

DRAINAGE TRENCH

BOTTOM OF

POST

NOISE BARRIER

(SEE NOTE 3)

OUTLET CONDUIT

6" DIA. - TYPE F

TYPICAL SLOPED SECTION B

(RAISED PANEL SECTION)

(RAISED PANEL SECTION)

4. AT SAG POINTS, SPECIFY RAISED PANEL SECTION.

12"

MIN

12"

MIN

6"

|

MAX

8'-0"

|

01-

16-09

6"

MA

X.

13 13

ST

AT

E

OF

OHIO

DEP

AR

TM

EN

T

OF T

RA

NSP

OR

TA

TIO

NSTA

ND

ARD

DATE

AD

MINIS

TRATO

R

DESIG

N A

GEN

CY

BY:

GA

NN

ET

T F

LE

MIN

G, IN

C.

ORIGIN

AL

DESIG

N P

REP

AR

ED

ST

RU

CT

UR

AL E

NGIN

EE

RIN

G

OFFIC

E

OF

NB

S-1-

09

RE

VI

SI

ON

S

FO

R

GR

OU

ND

MO

UN

TE

D

AP

PLIC

ATIO

NS

NOIS

E B

AR

RIE

R SP

ECIFIC

ATIO

NS

07-20-12

10-18-13

07-18-14

01-16-15

07-17-15

07-15-16

07-21-17

01-

19-18

07-17-09

item special - noise barriers general..."strength iii" load case 5. design load cases:...

Documents