Resolution 40-22
To: Members of Dublin City Council
From: Dana L. McDaniel, City Manager
Date: August 2, 2022
Initiated By: Paul A. Hammersmith, PE, Director of Engineering/City Engineer
Brian D. Gable, PE, Deputy Director of Engineering - Design & Construction
Kenneth B. Richardson, PE, PS, Senior Civil Engineer
Re: Resolution 40-22 – Accepting the Lowest and Best Bid for the Shawan Falls Drive
Bridge Replacement Project (21-011-CIP)
Summary
On July 21, 2022 seven (7) bids were received and publicly opened for the Shawan Falls Drive Bridge
Replacement Project (the “Project”). The scope for this work was developed as part of the Annual
Vehicular Bridge Maintenance for 2022. The Project will replace the existing structurally deficient two-
lane bridge with a new widened three-lane bridge including a five-foot wide sidewalk (see the included
location map). In addition to the bridge replacement, the Project will replace the existing span-wire
traffic signal at West Bridge Street and Shawan Falls Drive/Corbin’s Mill Drive with a new mast arm
traffic signal. A five-foot wide sidewalk will also be constructed on the west side of Shawan Falls Drive
beginning at Bridge Street and continuing to the Indian Run Falls Park and United States Post Office
frontage.
For Council’s reference, a copy of the construction drawings for the Project have been provided
electronically or a print version can be provided to Council upon request.
The Engineer’s estimate for this project is $1,800,000. The budgeted funds in the 2022-2026 Capital
Improvements Program (CIP) for the Shawan Falls Drive Bridge Replacement are $1,625,000 in account
AT22C - Annual Vehicular Bridge Maintenance.
Axis Civil Construction LLC submitted the lowest and best bid of $2,092,889.58. Staff has reviewed all
bids and a summary is listed below.
Bidder Bid as Read Bid as Read Corrected Bid Over (+) or Under (-)
Engineer’s Estimate
Axis Civil Construction LLC $2,092,889.58 +16.3% n/a
The Ruhlin Company $2,162,575.77 +20.1% n/a
Double Z Construction Company $2,175,052.59 +20.8% n/a
The Righter Co., Inc. $2,353,714.61 +30.8% n/a
Complete General Construction
Company $2,398,990.04 +33.3% n/a
George J. Igel & Co., Inc. $2,403,851.79 +33.6% n/a
Sunesis Construction Co. $2,503,315.61 +39.1% n/a
Office of the City Manager
5555 Perimeter Drive • Dublin, OH 43017-1090
Phone: 614.410.4400 • Fax: 614.410.4490 Memo
Resolution 40-22 – Accepting the Lowest and Best Bid for the Shawan Falls Drive Bridge Replacement
Project (21-011-CIP)
August 2, 2022
Page 2 of 3
The seven bids received were higher than the Engineer’s estimate. Staff has determined this is due to
multiple factors: overall high inflation, increased trucking and fuel costs, material costs increases, and
ductile iron pipe shortages. Engineering has consulted with Finance, and staff anticipates being able to
cover the additional Program cost using funds previously appropriated as part of the 2022-2026 CIP.
These funds are available from one or more projects appropriated as part of the 2022-2026 CIP that will
not proceed in 2022 and will be included in 2023-2027 CIP.
As detailed in the June 14, 2022 City Manager update memo, “Ductile Iron Water System Components
Supply”, there is presently an extended delivery time for ductile iron components. This has also caused
the material cost of these same components to be inflated beyond the cost used to determine the
Engineer’s estimate. These cost increases are reflected in the submitted bids for this project. It is also
expected the lead-time to secure the ductile iron components for this project will be nine to twelve
months from the time of order. The waterline relocation portion of this project must occur early in the
project and is critical to the widening of the structure to the west. Due to the ductile iron waterline not
being available for several months, the completion date for this project is being extended from May 2023
to October 20, 2023.
Presently, the construction of this Project is not expected to commence prior to April 1, 2023. Since the
bridge was previously determined through annual inspections to be structurally deficient, temporary
shoring was placed beneath the bridge in 2018 to provide additional support and will remain in place
until the bridge is replaced. Furthermore, the bridge is restricted to 85 percent of legal loads as a result
of its present condition. With these measures in place, staff is confident the bridge will remain safe until
it is replaced.
Shawan Falls Drive will remain open to traffic in both directions for the duration of the construction
through multiple phases of work. The completion date for the project is October 20, 2023.
The typical and customary communication methods will be used to convey construction information with
the commercial properties adjacent to this project and the traveling public throughout the duration of
the Project.
Recommendation
Staff has thoroughly reviewed the bid submitted by Axis Civil Construction LLC. Axis Civil Construction
LLC has not performed previous work for the City of Dublin. They are Ohio Department of
Transportation (ODOT) pre-qualified for roadway and bridge construction and have performed multiple
roadway, drainage, and structure construction projects in the last five years for ODOT. The Contractor
references contacted by staff provided verification that the quality of work has been favorable and they
have more than adequate resources to perform the work for this Project.
Although the lowest and best bid for this Project is over the Engineer’s Estimate for the reasons
previously mentioned, staff recommends Council approval of Resolution 40-22 accepting as lowest and
best the bid of Axis Civil Construction LLC in the amount of $2,092,889.58 and authorizing the City
Manager to enter into a contract with Axis Civil Construction LLC for this Project. There has been no
indication from suppliers and other industry professionals that construction prices will significantly reduce
in the near term. Additionally, given the present condition of the existing bridge, this Project is necessary
for the safety of those using Shawan Falls Drive and crossing the bridge.
Resolution 40-22 – Accepting the Lowest and Best Bid for the Shawan Falls Drive Bridge Replacement
Project (21-011-CIP)
August 2, 2022
Page 3 of 3
Location Map
5-18-2022 5-18-2022
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REPLACEMENT
BRIDGE
SHAWAN FALLS
GENERAL NOTES
NONE
2BRIDGE REPLACEMENTSHAWAN FALLS DRIVEGENERAL
CONNECTION BETWEEN EXISTING AND PROPOSED GUARDRAIL
AND OTHER FOREIGN MATERIAL OF 1/2" OR GREATER IN ANY DIMENSION.
ALL TOPSOIL MATERIALS AND FINAL AREA OF SUBGRADE PREPARATION SHALL BE FREE FROM ROCK
TOPSOIL REMOVAL IS INCLUDED IN ITEM 203 - EXCAVATION.
REMOVAL OF EXCESS TOPSOIL AS REQUIRED TO OBTAIN A SUITABLE SUBGRADE. PAYMENT FOR
ACCORDANCE WITH THE SPECIFICATIONS. NO EXTRA COMPENSATION WILL BE PAID FOR THE
TOPSOIL SHALL BE REMOVED AND WASTED OR UTILIZED IN NON-LOAD BEARING FILLS IN
FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE COST OF THE VARIOUS CONTRACT ITEMS.
IS PLACED. THE COST OF EXCAVATION AND DISPOSAL OF SURPLUS MATERIALS WILL NOT BE PAID
CITY WILL NOT MAKE ADDITIONS OR DEDUCTIONS TO THE EARTHWORK QUANTITIES WHERE TOPSOIL
ALLOW PLACEMENT OF 4 INCHES OF TOPSOIL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE
PLACE 4 INCHES OF TOPSOIL. IN FILL AREAS, THE EMBANKMENT HEIGHT SHALL BE ADJUSTED TO
PLACING TOPSOIL IN CUT AREAS, THE EARTH SHALL BE EXCAVATED TO A DEPTH SUFFICIENT TO
A MINIMUM 4 INCHES OF TOPSOIL SHALL BE PLACED IN ALL AREAS TO BE SEEDED. PRIOR TO
PAINTED GUARDRAIL AND ANCHOR ASSEMBLIES
ITEM 606-ANCHOR ASSEMBLY, MGS TYPE E
THE ENGINEER. USE OF CALCIUM CHLORIDE WILL NOT BE PERMITTED.
DUST CONTROL OPERATIONS SHALL BE PERFORMED BY THE CONTRACTOR AT THE DIRECTION OF
CONTROL, WHICH MAY CAUSE TRACKING, IS NOT PERMITTED.
UNNECESSARY NOISE, DUST, AND ODORS. THE USE OF OIL OR OTHER MATERIAL FOR DUST
THE CONTRACTOR'S CONSTRUCTION ACTIVITIES SHALL BE CONDUCTED SO AS TO ELIMINATE ALL
AUTHORIZATION FOR EXTENDED HOURS FROM THE CITY ENGINEER.
A.M. TO 7:00 P.M., MONDAY THROUGH SATURDAY, UNLESS THE CONTRACTOR RECEIVES WRITTEN
WITHIN THE CITY OF DUBLIN, CONSTRUCTION ACTIVITY IS RESTRICTED TO THE HOURS OF 7:00
FOR THE REASONABLE AND EFFICIENT PERFORMANCE OF THAT EQUIPMENT.
OR IN SUCH A MANNER THAT THE NOISE CREATED SUBSTANTIALLY EXCEEDS WHAT IS CUSTOMARY
CONSTRUCTION NOISE. IN ADDITION, POWER EQUIPMENT SHALL NOT BE OPERATED AT ANY TIME
BE USED IN COMPLIANCE WITH APPLICABLE ORDINANCES AND REGULATIONS PERTAINING TO
TO MINIMIZE NOISE-RELATED IMPACTS, ANY POWER-OPERATED CONSTRUCTION EQUIPMENT SHALL
LAND USE ADJACENT TO THIS PROJECT MAY BE AFFECTED BY CONSTRUCTION NOISE. IN ORDER
NOTIFICATION BY THE CITY.
TIME FOR ALL STREETS INVOLVED ON THIS CONTRACT IS 1 HOUR FROM THE TIME OF
OF A DEDUCTION FROM THE CONTRACTOR'S NEXT PAYMENT UNDER THE CONTRACT. REASONABLE
THE CITY SHALL BE REIMBURSED BY THE CONTRACTOR IN THE AMOUNT PROVIDED HEREIN BY WAY
FAILS WITHIN A REASONABLE TIME TO PERFORM OR CAUSE THE PERFORMANCE OF SUCH WORK,
CONTRACTOR OF THE NECESSITY TO PERFORM SUCH WORK. IF THE CONTRACTOR REFUSES OR
REQUIRED TO NOTIFY OR ATTEMPT TO NOTIFY THE DESIGNATED REPRESENTATIVE OF THE
MATERIALS, AND EQUIPMENT NECESSARY TO PERFORM SUCH WORK. THE CITY SHALL BE
SHALL REIMBURSE THE CITY AT THE RATE OF 2.5 TIMES THE ACTUAL COST OF LABOR,
CONTRACTOR TO PERFORM SUCH WORK AS REQUIRED BY THE CONTRACT, THE CONTRACTOR
OTHER WARNING OR PROTECTIVE DEVICES) BECAUSE OF FAILURE OR REFUSAL OF THE
IMMEDIATE NATURE (SUCH AS THE PLACEMENT OF BARRICADES OR REPLACEMENT OF SIGNS AND
IN THE EVENT THAT IT BECOMES NECESSARY FOR THE CITY TO PERFORM WORK OF AN
623 - CONSTRUCTION LAYOUT STAKES.
PAYMENT FOR CONSTRUCTION LAYOUT SHALL BE MADE AT THE LUMP SUM PRICE BID FOR ITEM
GRADES, ELEVATIONS, AND DIMENSIONS CALLED FOR ON THE DRAWINGS AND TYPICAL SECTIONS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINISHED WORK CONFORMING TO THE LINES,
SURVEYOR AS APPROVED BY THE CITY ENGINEER AT THE CONTRACTOR'S EXPENSE.
RESTORATIONS. RESETTINC OF MARKERS SHALL BE PERFORMED BY AN OHIO PROFESSIONAL
WILLFUL OR CARELESS DESTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
POINTS, STAKES, AND OTHER SURVEY REFERENCE MONUMENTS OR MARKERS. IN CASES OF
THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCH MARKS, PROPERTY CORNERS, REFERENCE
AUTHORIZED BY THE CITY ENGINEER.
DEFINED AS PERMANENT AND/OR TEMPORARY CONSTRUCTION EASEMENTS, UNLESS OTHERWISE
THE CONTRACTOR SHALL RESTRICT CONSTRUCTION ACTIVITY TO PUBLIC RICHT OF WAY, AREAS
LUMP SUM PRICE BID FOR ITEM SPECIAL - PROOF SURVEY.
WORK. THE COST OF THE PROOF SURVEY, INCLUDINC PDF REVISIONS, WILL BE PAID AT THE
ORIGINAL PDF IN RED INK, TO THE SATISFACTION OF THE CITY, SHOWING ALL CHANGES IN THE
BY AN OHIO PROFESSIONAL ENGINEER/SURVEYOR. THE CONTRACTOR SHALL REVISE THE
AS PART OF THIS PROJECT. THE PROOF SURVEY SHALL BE PREPARED, SIGNED, AND SUBMITTED
DIMENSIONS, SLOPES AND ALIGNMENTS OF ALL PUBLIC UTILITIES (STORM, WATER) COMPLETED
CONTRACTOR TO THE DIVISION OF ENCINEERINC THAT DOCUMENTS "AS BUILT" ELEVATIONS,
FOLLOWING COMPLETION OF CONSTRUCTION, A PROOF SURVEY SHALL BE PROVIDED BY THE
BY THE CITY ENGINEER, CITY OF DUBLIN.
ANY MODIFICATION TO THE WORK SHOWN ON DRAWINCS MUST HAVE PRIOR WRITTEN APPROVAL
WAY PERMIT IS OBTAINED.
WATERWAY BELOW THE ORDINARY HICH WATER MARK DURING CONSTRUCTION UNTIL THE WATER
PERMITS. THE CONTRACTOR IS NOT AUTHORIZED TO PLACE ANY FILL OR WORK WITHIN ANY
THE CITY IS RESPONSIBLE FOR OBTAINING AND PROVIDING TO THE CONTRACTOR ALL NECESSARY
WORKINC DAYS PRIOR TO BEGINNING CONSTRUCTION.
THE CONTRACTOR SHALL NOTIFY THE CITY OF DUBLIN DIVISION OF ENCINEERING AT LEAST 14
PERFORM WORK ACCORDING TO THE CONTRACT DOCUMENTS.
RESPONSIBLE FOR SAFETY ON THE WORK SITE, OR FOR FAILURE BY THE CONTRACTOR TO
SEQUENCES OF CONSTRUCTION THAT ARE NOT SPECIFIED HEREIN. THE CITY ENCINEER IS NOT
THE CITY ENGINEER IS NOT RESPONSIBLE FOR MEANS, METHODS, PROCEDURES, TECHNIQUES, OR
THE UNIT PRICE BID FOR THE VARIOUS RELATED ITEMS.
IS PROVIDED SHALL BE PERFORMED BY THE CONTRACTOR WITH THE COST TO BE INCLUDED IN
ALL ITEMS OF WORK CALLED FOR ON THE PLANS FOR WHICH NO SPECIFIC METHOD OF PAYMENT
CODE CONCERNING CONSTRUCTION CONTRACTS.
ODOT CONSTRUCTION AND MATERIAL SPECIFICATIONS, AND CHAPTER 5525 OF THE OHIO REVISED
WITH THE OHIO DEPARTMENT OF TRANSPORTATION IN ACCORDANCE WITH SECTION 102 OF THE
THE CONTRACTOR INTENDING TO SUBMIT A BID FOR THIS PROJECT SHALL BE PREQUALIFIED
LISTED FOR THESE PORTIONS REFER TO ODOT CMS ITEM NUMBERS UNLESS OTHERWISE NOTED.
SPECIFICATIONS (ODOT CMS), 2019 EDITION, AND ANY SUPPLEMENTS THERETO. ITEM NUMBERS
GOVERNED BY THE OHIO DEPARTMENT OF ENGINEERING CONSTRUCTION AND MATERIAL
TRAFFIC, SIGNAL, AND MAINTENANCE OF TRAFFIC PORTIONS OF THIS PROJECT WILL BE
NUMBERS LISTED REFER TO C.O.C. CMS ITEM NUMBERS UNLESS OTHERWISE NOTED. THE
DIVISION 100 SHALL GOVERN ALL CONSTRUCTION ITEMS UNLESS OTHERWISE NOTED. ITEM
EDITION, AND ANY SUPPLEMENTS THERETO, ALONG WITH CITY OF DUBLIN CENERAL CONDITIONS,
THE CITY OF COLUMBUS CONSTRUCTION AND MATERIAL SPECIFICATIONS (C.O.C. CMS), 2018
GUARDRAIL IS ALSO INCLUDED IN THE UNIT BID PRICE.
AND EXCAVATION NOT SEPARATELY SPECIFIED, AS REQUIRED BY THE MANUFACTURER. PAINTING THE
INCLUDING ALL RELATED TRANSITIONS, REFLECTIVE SHEETING, HARDWARE, GRADING, EMBANKMENT
MATERIALS NECESSARY TO CONSTRUCT A COMPLETE AND FUNCTIONAL ANCHOR ASSEMBLY SYSTEM,
ASSEMBLY, MGS TYPE E, A.P.P., EACH AND SHALL INCLUDE ALL LABOR, TOOLS, EQUIPMENT AND
PAYMENT FOR THE ABOVE WORK SHALL BE MADE AT THE UNIT BID PRICE FOR ITEM 606 - ANCHOR
SHEET.
THIS ANCHOR ASSEMBLE IS LOCATED ALONG SHAWAN FALLS AT STA. 102+20 AS SHOWN ON THE PLAN
LOCATED ON THIS PAGE.
BE PAINTED PER THE GUIDELINES IN THE NOTE "PAINTED GUARDRAIL AND ANCHOR ASSEMBLIES"
THIS ITEM SHALL BE THE SAME AS ITEM 606 - ANCHOR ASSEMBLY, MGS TYPE E EXCEPT IT SHALL
ITEM 606-ANCHOR ASSEMBLY, MGS TYPE E, A.P.P.
ITEMS.
USED. PAYMENT SHALL BE INCLUDED IN THE CONTRACT PRICE FOR THE RESPECTIVE GUARDRAIL
A W-BEAM RAIL SPLICE AS SHOWN IN AASHTO M 180, EXCEPT THE BEAM WASHERS ARE NOT TO BE
EXISTING GUARDRAIL SHALL BE CUT, DRILLED, OR PUNCHED. THE CONNECTION SHALL BE MADE USING
WHEN IT IS NECESSARY TO SPLICE PROPOSED GUARDRAIL TO EXISTING GUARDRAIL, ONLY THE
AND EXCAVATION NOT SEPARATELY SPECIFIED, AS REQUIRED BY THE MANUFACTURER.
INCLUDING ALL RELATED TRANSITIONS, REFLECTIVE SHEETING, HARDWARE, GRADING, EMBANKMENT
MATERIALS NECESSARY TO CONSTRUCT A COMPLETE AND FUNCTIONAL ANCHOR ASSEMBLY SYSTEM,
ASSEMBLY, MGS TYPE E, EACH, AND SHALL INCLUDE ALL LABOR, TOOLS, EQUIPMENT AND
PAYMENT FOR THE ABOVE WORK SHALL BE MADE AT THE UNIT PRICE BID FOR ITEM 606, ANCHOR
STRUT DOES PROJECT MORE THAN 4 INCHES ABOVE THE GROUND LINE.
ON-SITE GRADING IS REQUIRED IF THE TOP OF THE FOUNDATION TUBES OR TOP OF THE GROUND
GUARDRAIL HEIGHT OF 31 INCHES FROM THE EDGE OF THE SHOULDER.
SHOULD BE AN APPROPRIATE DEPTH BELOW THE LEVEL LINE IN ORDER TO MAINTAIN THE FINISHED
SHOULD BE LESS THAN 4 INCHES ABOVE THE GROUND. THE PLACEMENT OF THE FOUNDATION TUBES
GRADING AROUND THE FOUNDATION TUBES AND GROUND STRUT. THE TOP OF ANY FOUNDATION TUBE
REFER TO THE MANUFACTURER'S INSTRUCTIONS REGARDING THE INSTALLATION OF, AND THE
SHEETING, PER CMS 730.19.
THE FACE OF THE TYPE E IMPACT HEAD SHALL BE COVERED WITH A SHEET OF TYPE G REFLECTIVE
THE PLANS, IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
APPROVED GUARDRAIL END TREATMENTS. INSTALLATION SHALL BE AT THE LOCATIONS SPECIFIED IN
AS LISTED ON ODOT ROADWAY ENGINEERING'S WEB PAGE UNDER ROADSIDE SAFETY DEVICES FOR
THIS ITEM SHALL CONSIST OF FURNISHING AND INSTALLING ANY OF THE GUARDRAIL END TERMINALS
ITEM 606 - MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1, A.P.P.
ITEM 606 - ANCHOR ASSEMBLY, MGS TYPE T, A.P.P.
ITEM 606 - ANCHOR ASSEMBLY, MGS TYPE E, A.P.P.
ITEM 606 - GUARDRAIL, TYPE MGS, A.P.P.
THE COST OF THIS WILL BE INCIDENTAL TO APPLICABLE 606 ITEMS:
LIEU OF PAINTING.
CHIP SHALL BE SUBMITTED FOR APPROVAL TO THE CITY ENGINEER IF POWDER COATING IS USED IN
THOMARIOS IN AKRON IS AN APPROVED POWDER COATING COMPANY. SPECIFICATIONS AND PAINT
ACCEPTABLE IF PROCESSES AND MATERIALS EQUAL OR EXCEED THE PAINTING REQUIREMENTS.
POWDER COATING OF ALL GALVANIZED GUARDRAIL COMPONENTS IN LIEU OF PAINTING WILL BE
POWDER COATING:
THE WOOD POSTS SHALL NOT BE PAINTED.
PAINT SHALL BE HIGH QUALITY, ALL WEATHER PAINT SUITABLE FOR USE ON GALVANIZED METAL.
APPLIED IN TWO COATS, EACH WITH A MINIMUM 2.0 MILL DRY FILM THICKNESS FOR EACH COAT.
A UNIFORM, CONSISTENT, AND EVEN APPLICATION ON THE SURFACE. SHER-CRYL PAINT SHALL BE
SHERWIN-WILLIAMS ON THE STEEL GUARDRAIL AND STEEL HARDWARE. EACH COAT TO BE APPLIED IN
AND EVEN APPLICATION. AFTER PRIMER, APPLY TWO COATS OF SHER-CRYL PAINT BY
SURFACES. PAINT ALL METAL SURFACES WITH THE PRO-CRYL PRIMER IN A UNIFORM, CONSISTENT,
614-299-2116. FIRST, USE PRIMER PAINT COAT PRO-CRYL BY SHERWIN-WILLIAMS ON ALL GALVANIZED
PAINTED WOLF GREY AS SUPPLIED BY SHERWIN-WILLIAMS PAINT - KING AVENUE COMMERCIAL STORE
ALL STEEL GUARDRAIL SURFACES AND STEEL HARDWARE ALONG SHAWAN FALLS DRIVE SHALL BE
PAINTING:
FOR ITEM 202 - SIDEWALK REMOVED AND DISPOSED OF (CONCRETE).
AND DISPOSAL OF CONCRETE SIDEWALK WILL BE PAID AT THE UNIT PRICE BID PER SQUARE FOOT
BE PAID AT THE UNIT PRICE BID PER LINEAL FOOT UNDER THE APPROPRIATE ITEM 202. REMOVAL
THE COST FOR REMOVAL AND DISPOSAL OF CONCRETE CURB AND CONCRETE CURB AND GUTTER WILL
YARD UNDER ITEM 203 - EXCAVATION.
REMOVAL OF ASPHALT STREET, DRIVEWAY, AND BIKE PATH PAVEMENTS WILL BE PAID PER CUBIC
AND COMPENSATION FOR HAULING SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEM 203.
EXCESS EXCAVATED MATERIAL FROM THIS PROJECT SHALL BE HAULED OFFSITE BY THE CONTRACTOR
AND STRAWED AT THE CONTRACTOR'S EXPENSE.
- SEEDING AND MULCHING, A.P.P. ALL AREAS DISTURBED OUTSIDE THESE LIMITS SHALL BE SEEDED
LIMITS OF DISTURBANCE AS SHOWN, SHALL BE SEEDED AND STRAWED IN ACCORDANCE WITH ITEM 659
ALL NON-PAVEMENT AREAS DISTURBED WITHIN THE DESIGNATED EASEMENTS, RIGHT-OF-WAY, AND
INSPECTION SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE VARIOUS RELATED ITEMS.
WITHOUT PROOF OF INSPECTION SHALL NOT BE APPROVED FOR INSTALLATION. THE COST OF
THAT INSPECTION HAS BEEN PERFORMED BY THE CITY OF DUBLIN. PRECAST CONCRETE PRODUCTS
APPROVED PRECAST CONCRETE PRODUCTS WILL BE STAMPED OR HAVE SUCH IDENTIFICATION NOTING
ALL PRECAST CONCRETE PRODUCTS SHALL BE INSPECTED AT THE LOCATION OF MANUFACTURE.
CONTRACT.
COST OF THIS WORK SHALL BE INCLUDED IN THE PRICES BID FOR THE VARIOUS ITEMS OF THE
FIRST BE COORDINATED WITH THE U.S. POSTAL SERVICE AND AFFECTED PROPERTY OWNERS. THE
ORIGINAL LOCATION OR APPROVED NEW LOCATION. ANY RELOCATION OF MAILBOX SERVICES MUST
COMPLETION OF THE WORK AND SHALL ALSO INCLUDE THE RESTORATION OF MAILBOXES TO THEIR
LIMITED TO RELOCATION OF MAILBOXES TO A TEMPORARY LOCATION THAT WILL ALLOW THE
PROJECT LIMITS IS NOT DISRUPTED BY CONSTRUCTION OPERATIONS. THIS RESPONSIBILITY IS
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT U.S. MAIL DELIVERY WITHIN THE
OPERATION.
OR BARRICADES DURING NONWORKING HOURS. CLEAN UP SHALL FOLLOW CLOSELY BEHIND TRENCHING
THESE AREAS SHALL BE BACKFILLED OR SHALL BE PROTECTED BY APPROVED TEMPORARY FENCING
CONSTRUCTION DRAWINGS OR SECURELY PLATED DURING NONWORKING HOURS. TRENCHES OUTSIDE
ALL TRENCHES WITHIN PUBLIC RIGHT-OF-WAY SHALL BE BACKFILLED ACCORDING TO THE APPROVED
COST OF THIS WORK SHALL BE THE RESPONSIBILITY TO THE CONTRACTOR.
AND CONNECTED TO THE PUBLIC STORM SEWER SYSTEM AS DIRECTED BY THE CITY ENGINEER. THE
ALL FIELD TILE BROKEN OR ENCOUNTERED DURING EXCAVATION SHALL BE REPLACED OR REPAIRED
THE CONTRACTOR.
SATISFACTION OF THE CITY ENGINEER. THE COST OF THIS WORK SHALL BE THE RESPONSIBILITY OF
DISTURBED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED OR REPAIRED TO THE
ALL SIGNS, LANDSCAPING, STRUCTURES, OR OTHER APPURTENANCES WITHIN RIGHT-OF-WAY
CONTRACTOR.
AND CLEAN AFFECTED AREAS, THE COST OF WHICH SHALL BE THE RESPONSIBILITY OF THE
DEBRIS, OR SPILLAGE, THE CITY OF DUBLIN RESERVES THE RIGHT TO REMOVE THESE MATERIALS
CONTRACTOR AT NO COST TO THE CITY. IF THE CONTRACTOR FAILS TO REMOVE THE MUD, DIRT,
CODE OF ORDINANCES. ANY SUCH OCCURRENCE SHALL BE CLEANED UP IMMEDIATELY BY THE
DRIVES, SIDEWALKS, OR BIKE PATHS IS PROHIBITED ACCORDING TO SECTION 97.38 OF THE DUBLIN
TRACKING OR SPILLING MUD, DIRT, OR DEBRIS UPON STREETS, RESIDENTIAL OR COMMERCIAL
CONSTRUCTION.
CONSTRUCTION SHALL BE RESTORED TO THE GRADES AND CROSS-SECTIONS THAT EXISTED BEFORE
EXISTED BEFORE CONSTRUCTION. DRAINAGE DITCHES OR WATER COURSES THAT ARE DISTURBED BY
THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAN
WITHOUT WRITTEN PERMISSION FROM THE CITY ENGINEER.
NON-RUBBER TIRED VEHICLES SHALL NOT BE MOVED ON OR ACROSS PUBLIC STREETS OR HIGHWAYS
OBTAIN ADDITIONAL INFORMATION AT HIS OWN EXPENSE, IF NECESSARY, IN HIS JUDGMENT.
ACTUAL SUBSURFACE CONDITIONS. THE CONTRACTOR SHALL EXAMINE THIS INFORMATION AND
PROVIDED IN THE BIDDING DOCUMENTS. LOGS AND TESTS ARE NOT WARRANTED TO SHOW THE
SUBSURFACE INVESTIGATIONS WERE PERFORMED FOR DESIGN AND ESTIMATING PURPOSES AND ARE
ITEM 653-TOPSOIL FURNISHED AND PLACED, A.P.P. (T=4")
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REPLACEMENT
BRIDGE
SHAWAN FALLS
GENERAL NOTES
NONE
3BRIDGE REPLACEMENTSHAWAN FALLS DRIVEMSL
JMK
ITEM 659-SEEDING AND MULCHING, A.P.P.
TREES
DRAINAGE
SUBGRADE
ITEM 204 EXCAVATION OF SUBGRADE
ITEM 204 GRANULAR EMBANKMENT, NO. 2 STONE
PAVEMENT
AMERICANS WITH DISABILITIES ACT (ADA)
30 C.Y.
30 C.Y.
DESIGN THE NEW PAVEMENT.
PROVIDING SUBGRADE SUPPORT PARAMETERS EQUAL TO OR GREATER THAN THE VALUES USED TO
ALL BORROW SOILS PLACED WITHIN 3 FEET OF THE FINAL SUBGRADE LEVEL SHALL BE CAPABLE OF
ALLOWANCE FOR BIDDING PURPOSES.
UANTITIES HAVE BEEN INCLUDED AS AN AND REPLACED PER SECTION 204.04. THE FOLLOWING Q
SATISFACTORY COMPACTION CANNOT BE OBTAINED, THE UNSTABLE MATERIAL SHALL BE REMOVED
WHERE SOFT SUBGRADE IS ENCOUNTERED DUE TO NO FAULT OF THE CONTRACTOR, AND
16
ITEM 204 - PROOF ROLLING
2 HOURPROOF ROLLINGITEM 204
REQUIRING PROOF ROLLING.
THE FOLLOWING QUANTITY IS PROVIDED IN THE GENERAL SUMMARY TO ADDRESS LOCATIONS
DRAIN OUTLETS SHALL BE INCLUDED IN THE VARIOUS STORM SEWER ITEMS.
DITCH OR STORM SEWER, AS APPROVED BY THE ENGINEER. THE COST FOR REESTABLISHING PRIVATE
DOWNSPOUTS, FOUNDATION DRAINS, CATCH BASINS, YARD DRAINS, ETC., INTO THE NEAREST NEW
CONTRACTOR SHALL REESTABLISH THE OUTLETS OF ALL PRIVATE DRAINS ENCOUNTERED SUCH AS
WHERE THE WORK CALLS FOR RELOCATION OF EXISTING DITCHES OR STORM SEWER, THE
THIS WORK SHALL BE INCLUDED IN THE PRICES BID FOR THE VARIOUS ITEMS OF THE CONTRACT.
RESTORING NORMAL FUNCTION TO THE TILE, AS DIRECTED BY THE CITY ENGINEER. THE COST OF
IN LIKE KIND AND CONNECTED TO THE NEAREST STORM SEWER OR OPEN CHANNEL OUTLET,
ALL FIELD TILE BROKEN OR ENCOUNTERED DURING EXCAVATION SHALL BE REPLACED OR REPAIRED
SEPARATE PAYMENT.
DESIGNATED. EXISTING HEADWALLS SHALL BE REMOVED AND DISPOSED AS INDICATED WITH NO
DISPOSED OF BY THE CONTRACTOR IN ACCORDANCE WITH THE APPLICABLE 202 ITEM WHERE
NOT SPECIFICALLY DESIGNATED FOR REMOVAL. STORM SEWER PIPE SHALL BE REMOVED AND
SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR DURING THE COURSE OF THE WORK IF
EXISTING STORM SEWERS LOCATED WITHIN THE WORK LIMITS AND THEIR ASSOCIATED STRUCTURES
CONTRACT.
PAYMENT FOR THIS SHALL BE INCLUDED IN THE PRICES BID FOR THE VARIOUS ITEMS OF THE
SHALL BE RESTORED BY THE CONTRACTOR TO A CONDITION SATISFACTORY TO THE CITY ENGINEER.
COURSES ENCOUNTERED AND DISTURBED OR DESTROYED DURING THE PROSECUTION OF THE WORK
COMPLETED AND PUT INTO SERVICE. THE FLOW OF ALL STORM SEWERS, DRAINS, AND OTHER WATER
SEWER, DRAIN, AND DITCH FLOWS THROUGH EXISTING FACILITIES UNTIL NEW FACILITIES ARE
THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO AS TO MAINTAIN AT ALL TIMES STORM
204.03. THE COST SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEM 203, EXCAVATION.
FOLLOW THE REQUIREMENTS FOR COMPACTION UNDER DRIVEWAYS AS DESCRIBED IN SECTION
E. SUBGRADE COMPACTION SHALL BE REQUIRED UNDER SIDEWALKS AND BIKE PATHS, AND SHALL
ACCORDANCE WITH ODOT ITEM 204.06.
PAVEMENT SUBGRADE ELEVATION, THE PAVEMENT SUBGRADE SHALL BE PROOFROLLED IN
D. AFTER EMBANKMENT FILL HAS BEEN PLACED IN FILL AREAS TO ACHIEVE THE REQUIRED
ODOT ITEM 204.06.
SUBGRADE FOR PAVEMENTS AND EMBANKMENTS SHALL BE PROOFROLLED IN ACCORDANCE WITH
C. SUBSEQUENT TO MOISTURE CONDITIONING AND RECOMPACTION EFFORTS, THE EXPOSED
204.03. MOISTURE CONDITIONING SHALL BE IN ACCORDANCE WITH ITEM 203.07.A.
A DEPTH OF 12 INCHES, MOISTURE CONDITIONED, AND RECOMPACTED IN ACCORDANCE WITH ITEM
THE PROPOSED PAVEMENT SUBGRADE ELEVATION THE EXPOSED SURFACE SHALL BE SCARIFIED TO
B. IN AREAS TO RECEIVE EMBANKMENT FILL AND IN AREAS WHERE ANY CUT HAS BEEN MADE TO
REMOVED FROM THE ENTIRE FOOTPRINT OF THE PROPOSED ROADWAY OR EMBANKMENT AREA.
ENTIRE ROOT MASS, VEGETATION, AND OTHER MISCELLANEOUS MATERIALS SHALL BE COMPLETELY
A. EXISTING PAVEMENTS, STRUCTURES, SOD AND TOPSOIL, EXISTING TREES INCLUDING THEIR
FOLLOWING PROCEDURES:
THE CONTRACTOR SHALL PREPARE ALL SUBGRADES FOR PAVEMENTS AND EMBANKMENTS USING THE
M GAL7
SY500
TON0.18
SY1366
CY152
DURING CONSTRUCTION.
THE CONTRACTOR TO INSTALL ADDITIONAL FENCING IN AREAS WHERE TREES COULD BE DAMAGED
PLAN PRIOR TO THE START OF ANY CONSTRUCTION. THE CITY RESERVES THE RIGHT TO DIRECT
PROTECTED WITH HIGH VISIBILITY TREE PROTECTION FENCING AS REQUIRED ON THE TREE REMOVAL
THE PLANS OR NOT, SHALL BE PRESERVED WITHOUT DAMAGE. TREES TO BE PRESERVED SHALL BE
ALL TREES WITHIN THE CONSTRUCTION AREA NOT DESIGNATED FOR REMOVAL, WHETHER SHOWN ON
EMBANKMENTS SHALL BE PLACED USING MATERIALS CONFORMING TO ODOT 703.16A.
THE WORK, AND SHALL MAKE ANY NECESSARY REPAIRS AT NO COST TO THE CITY.
RIGHT-OF-WAY AND PUBLIC EASEMENTS FOR A PERIOD OF ONE YEAR FROM FINAL ACCEPTANCE OF
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONDITION OF THE TRENCHES WITHIN THE
HOURS. CLEAN UP SHALL FOLLOW CLOSELY BEHIND THE TRENCHING OPERATION.
SHALL BE PROTECTED BY APPROVED TEMPORARY FENCING OR BARRICADES DURING NON-WORKING
PLATED DURING NON-WORKING HOURS. TRENCHES OUTSIDE THESE AREAS SHALL BE BACKFILLED OR
ALL TRENCHES WITHIN PAVEMENT, BERM, AND SHOULDER LIMITS SHALL BE BACKFILLED OR SECURELY
VARIOUS 901 PIPE ITEMS.
COST OF ITEM 911 AND ITEM 912 BACKFILL SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE
ALL NON-GRANULAR BACKFILL SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH ITEM 911. THE
MATERIALS AND SAND ARE UNACCEPTABLE.
CONSIST OF NATURAL, BROKEN, OR CRUSHED ROCK CARBONATE. SYNTHETIC OR MANMADE
CONTROLLED DENSITY BACKFILL ACCORDING TO ITEM 613, TYPE II. ITEM 912 MATERIAL SHALL
GRANULAR BACKFILL SHALL BE COMPACTED GRANULAR MATERIAL ACCORDING TO ITEM 912 OR
WITH COMPACTED GRANULAR MATERIAL ACCORDING TO ITEM 912 OF THE STANDARD SPECIFICATIONS.
SIDEWALK, BIKE PATH, OR WHERE SPECIFICALLY CALLED FOR ON THE PLANS, SHALL BE BACKFILLED
TRENCHES WITHIN 2 FEET OF PROPOSED PAVEMENT, CURB AND GUTTER, BERM, SHOULDERS,
STANDARD SPECIFICATIONS SHALL BE USED ELSEWHERE.
STANDARD SPECIFICATIONS OR FLOWABLE CDF, TYPE 2 ACCORDING TO ITEM 613. ITEM 911 OF
USE PATHS, ETC.) SHALL BE COMPACTED GRANULAR BACKFILL ACCORDING TO ITEM 912 OF THE
OTHER PUBLIC INFRASTRUCTURE (PAVEMENT, SIDEWALKS, CURBS, HEADWALLS, WINGWALLS, SHARED
BACKFILL WITHIN A 1:1 INFLUENCE LINE OF EXISTING STRUCTURES (HOUSES, GARAGES, ETC.) OR
WALK, CURBS OR STRUCTURES. FIBROUS TYPE EXPANSION MATERIAL SHALL NOT BE USED.
(RECYCLED EXPANSION MATERIAL) SHALL BE UTILIZED WHERE NEW CONCRETE WORK MEETS EXISTING
FULL DEPTH EXPANSION MATERIAL ONE-HALF (1/2) INCH THICK CONFORMING TO ASTM D 1752, TYPE 1
NON-TRACKING TACK COAT FOR ESTIMATING PURPOSES ONLY.
QUANTITIES INDICATE AN AVERAGE APPLICATION RATE OF 0.15 GALLONS PER SQUARE YARD OF
ON THE PLANS SHALL BE SUBJECT TO ADJUSTMENT AS DIRECTED BY THE CITY ENGINEER. PLAN
TO REPAVING. THE RATE OF APPLICATION OF ITEM 407, NON-TRACKING TACK COAT AS INDICATED
ALL PLANED ASPHALT SURFACES SHALL RECEIVE A NON-TRACKING TACK COAT PER ITEM 407 PRIOR
THE CONTRACTOR SHALL NOT USE ANY RECLAIMED MATERIALS IN ITEM 304.
SHOWN ON THE PAVEMENT DETAILS SHALL GOVERN.
DUE TO PAVEMENT CROSS SLOPEWARPING. IN ALL CASES, THE TOP OF PAVEMENT ELEVATIONS
DEVIATIONS FROM THE ROADWAY PROFILES AND TYPICAL SECTION CROSS SLOPES IN SOME AREAS
TOP OF PAVEMENT ELEVATIONS SHOWN ON THE INTERSECTION DETAIL (SHEET ) MAY REFLECT
STD. CONSTRUCTION DWG. BP-3.1.
BUTT JOINTS BETWEEN EXISTING AND NEW PAVEMENT SHALL BE MADE IN ACCORDANCE WITH ODOT
REQUIRED BY THE CITY ENGINEER.
PAVEMENTS SHALL BE CUT IN NEAT, STRAIGHT LINES TO THE FULL DEPTH OF THE PAVEMENT, OR AS
ITEM 203 - EMBANKMENT, A.P.P.
AREAS TO A HEIGHT OF 2 TO 3 INCHES.
MOWING TO MAINTAIN SPECIFIED HEIGHT WITHOUT CUTTING MORE THAN 1/3 OF GRASS HEIGHT. MOW
MOW TURFGRASS SEED MIX AREAS AS SOON AS TOP GROWTH IS TALL ENOUGH TO CUT. REPEAT
RAINFALL PRECIPITATION IS ADEQUATE.
WATER TURF WITH FINE SPRAY AT A MINIMUM RATE OF 1 INCH PER WEEK FOR 5 WEEKS UNLESS
MATERIALS AND INSTALLATION AS THOSE USED IN THE ORIGINAL INSTALLATION.
ERODED AREAS AND REMULCH TO PRODUCE A UNIFORMLY SMOOTH TURF. PROVIDE THE SAME
REPLANTING TO ESTABLISH HEALTHY, VIABLE TURF. ROLL, REGRADE, AND REPLANT BARE OR
MAINTAIN AND ESTABLISH TURF BY WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING, AND
TURF MAINTENANCE:
LIMITS AND WERE DERIVED FROM CADD AREAS.
CONSTRUCTION LIMITS. QUANTITY CALCULATIONS FOR SEEDING AND MULCHING ARE BASED ON THESE
SEEDING AND MULCHING SHALL BE APPLIED TO ALL AREAS OF EXPOSED SOIL WITHIN THE
ITEM 659 - WATER
ITEM 659 - REPAIR SEEDING AND MULCHING, A.P.P.
ITEM 659 - COMMERCIAL FERTILIZER
ITEM 659 - SEEDING AND MULCHING, A.P.P.
ITEM 653 - TOPSOIL FURNISHED AND PLACED, A.P.P. (T=4")
AREAS:
THE FOLLOWING QUANTITIES ARE PROVIDED TO PROMOTE GROWTH AND CARE OF PERMANENT SEEDED
PRECIPITATION IS ADEQUATE, FOR 5 CONSECUTIVE WEEKS.
WATER TURF WITH FINE SPRAY AT A MINIMUM RATE OF 1 INCH PER WEEK UNLESS RAINFALL
PROVIDE THE SAME MATERIALS AND INSTALLATION AS THOSE USED IN THE ORIGINAL INSTALLATION.
HYDRO-SEEDING IS PERMITTED. HYDRO-MULCHING IS NOT PERMITTED.
BE PAID FOR BY THE CITY.
DIRECTED BY THE ENGINEER. COST OF EROSION CONTROL BLANKETS, MATERIAL, AND LABOR SHALL
PROTECT SEEDED AREAS WITH SLOPES EXCEEDING 3:1 WITH EROSION CONTROL BLANKETS AS
BLOWN OR WASHED AWAY IN AREAS THAT ARE NOT COVERED WITH EROSION CONTROL MATS.
SOW SEED AT A TOTAL RATE OF 7-9 LB. / 1000 SF. THOROUGHLY COVER WITH STRAW FROM BEING
SEEDING:
2. 50 PERCENT PERENNIAL RYEGRASS (LOIUM PERENNE).
CULTIVARS.
TWO "IMPROVED" 1. 50 PERCENT KENTUCKY BLUEGRASS (POA PRATENSIS, MINIMUM OF
SUN AND PARTIAL SHADE MIXTURE PROPORTIONED BY WEIGHT AS FOLLOWS:
THAN 98 PERCENT PURE SEED, AND NOT MORE THAN 0.5 PERCENT WEED SEED.
SEED SPECIES SHALL BE AS FOLLOWS, WITH NOT LESS THAN 90 PERCENT GERMINATION, NOT LESS
TOLERANCES.
"JOURNAL OF SEED TECHNOLOGY" RULES FOR TESTING SEED FOR PURITY AND GERMINATION
GRASS SEED MUST BE FRESH, CLEAN, DRY, NEW-CROP SEED COMPLYING WITH THE A.O.S.A.
SPECIFICATION AS FOLLOWS:
SEEDING AND MULCHING TO BE PER COLUMBUS C&MS ITEM 659, CLASS 1 EXCEPT FOR THE SEED
PATH.
BE IN ADDITION TO ANY OVERLAPPING PAYMENTS PER SQUARE FOOT FOR SIDEWALK OR PEDESTRIAN
PRICE BID PER SQUARE FOOT FOR ITEM 608 - DETECTABLE WARNING PANELS, A.P.P., AND SHALL
RED COLOR SHALL BE USED, FED. 22144. THE COST OF THIS WORK WILL BE PAID AT THE UNIT
ALL DETECTABLE WARNINGS SHALL BE TUFTILE, A WET-SET CAST IRON (REPLACEABLE) TILE. BRICK
WORK IS IN ACCORDANCE WITH ADA GUIDELINES.
MADE BY THE CONTRACTOR BASED ON THE AS-BUILT INFORMATION TO INSURE THAT THE FINISHED
EXISTING WALK PRIOR TO THE START OF RAMP CONSTRUCTION. ADJUSTMENTS IN GRADE SHALL BE
AS-BUILT ELEVATIONS OF ADJACENT NEW OR EXISTING CONCRETE CURB AND ADJACENT NEW OR
DESIGN THAT IS COMPATIBLE WITH ADA GUIDELINES. THE CONTRACTOR SHALL DETERMINE THE
THE ELEVATIONS AND SLOPES PROVIDED ON THE DRAWINGS ARE INTENDED TO CONVEY A
ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAGG).
ACCORDANCE WITH THE LATEST STANDARDS OF THE AMERICANS WITH DISABILITIES ACT
ALL SIDEWALKS, PEDESTRIAN PATHS, CURB RAMPS, AND DRIVEWAYS SHALL BE CONSTRUCTED IN
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4
REPLACEMENT
BRIDGE
SHAWAN FALLS
GENERAL NOTES
NONE
4BRIDGE REPLACEMENTSHAWAN FALLS DRIVEMSL
JMK
STORM SEWER
ITEM SPECIAL - CONCRETE FLARED END SECTION
INCIDENTALS REQUIRED TO INSTALL COMPLETE AND ACCEPTED.
SHALL BE AT THE UNIT PRICE BID PER EACH INCLUDING ALL LABOR, MATERIALS, EQUIPMENT, AND
SECTION AS MANUFACTURED BY FORTERRA PIPE AND PRECAST, OR APPROVED EQUAL. PAYMENT
THE OUTLETS OF ALL NEW STORM SEWER AND CULVERT PIPES SHALL HAVE A CONCRETE FLARED END
STRUCTURE
PROPOSED MANHOLES
PROPOSED CATCH BASINS
PROPOSED CURB INLETS
"TC" ELEVATION LOCATION
TOP OF CASTING
TOP OF CASTING
TOP OF CURB
OF DRAIN LEADER PIPE REPLACED WHERE NOT INCLUDED UNDER OTHER PAY ITEM(S).
CONNECTORS, EQUIPMENT, AND OTHER INCIDENTALS. WORK IS TO BE PAID PER LINEAR FOOT (LF)
THE UNIT PRICE FOR THIS ITEM SHALL INCLUDE ALL LABOR, MATERIALS INCLUDING APPROVED
DIAMETER FOR COMMERCIAL, OR AS SPECIFIED.
AT THE TIME OF THE BACKFILL OPERATION. PIPE SIZE IS 3" DIAMETER FOR RESIDENTIAL AND 4"
ON COMPACTED BEDDING EQUAL DENSITY TO SURROUNDING STRATUM. REPLACEMENT SHALL BE DONE
MAINTAINING THE SAME GRADIENT AS EXISTING IF FEASIBLE. REPLACED DRAIN TILE SHALL BE LAID
OF THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED WITH SCHEDULE 40 PIPE OR BETTER,
ALL DOWNSPOUT DRAIN TILE AND STORM SEWERS DAMAGED, DISTURBED, OR REMOVED AS A RESULT
AS DIRECTED BY THE ENGINEER AND IN ACCORDANCE WITH THE CMSC.
PERFORMED IN CONJUNCTION WITH SIDEWALK AND CURB AND GUTTER REPLACEMENT OR OTHER WORK
THIS ITEM CONSISTS OF THE REMOVAL AND REPLACEMENT OF EXISTING ROOF DRAIN PIPES
ITEM SPECIAL - DRAIN LEADER PIPE
ITEM SPECIAL - CURB CAN HOLES
INSTALLED BEYOND THE TWO FEET LIMIT WHERE DIRECTED BY ENGINEER.
PAYMENT WILL BE MADE UNDER ITEM SPECIAL - DRAIN LEADER PIPE FOR ADDITIONAL PIPE
MANNER APPROVED BY THE ENGINEER AS SOON AS POSSIBLE AFTER CURB FORMS ARE REMOVED.
DRAIN LEADERS SHALL BE REPLACED UP TO TWO (2) FEET BEHIND THE CURB AND RECONNECTED IN A
DRAIN OPENINGS WILL BE UNDER ITEM SPECIAL - CURB CAN HOLES. INCIDENTAL TO THE CURBING,
OPENINGS IN THE CURB ARE TO BE CORED, AND NOT FORMED IN PLACE. PAYMENT FOR CORING THE
THE CONTRACTOR SHALL IDENTIFY, MARK, AND RESTORE ALL DRAIN OPENINGS IN THE CURB. DRAIN
BE INCLUDED IN THE CONTRACT PRICE FOR THE PERTINENT CONTRACT ITEMS.
PAYMENT FOR THE DETERMINATION OF LINE AND GRADE OF EXISTING UTILITIES AS REQUIRED SHALL
WHICH WOULD BE AFFECTED BY THE CONFLICT.
SHALL BE NOTIFIED BEFORE STARTING CONSTRUCTION ON ANY PORTION OF THE PROPOSED CONDUIT
SEWER OR UNDERGROUND UTILITY WHEN CONSTRUCTED AS SHOWN ON THE PLAN, THE CITY ENGINEER
IF IT IS DETERMINED THAT A PROPOSED CONDUIT WILL CONFLICT WITH AN EXISTING SANITARY
AFFECTED BY THE VARIANCE IN THE EXISTING ELEVATIONS.
BEFORE STARTING CONSTRUCTION OF ANY PORTION OF THE PROPOSED CONDUIT WHICH WILL BE
TO BE CONNECTED DIFFERS FROM THE PLAN ELEVATION, THE CITY ENGINEER SHALL BE NOTIFIED
IF IT IS DETERMINED THAT THE ELEVATION OF THE EXISTING CONDUIT OR EXISTING APPURTENANCE
OR UTILITIES FOR BOTH LINE AND GRADE PRIOR TO THE START OF PIPE LAYING.
SANITARY SEWER OR UNDERGROUND UTILITY, THE CONTRACTOR SHALL LOCATE THE EXISTING PIPES
WHERE PLANS CALL FOR CONDUIT TO BE CONNECTED TO, OR CROSS OVER OR UNDER AN EXISTING
SHALL BE INCLUDED IN THE CONTRACT PRICE FOR THE RELATED ITEMS.
PAYMENT FOR ALL INSPECTIONS, CLEANING, AND MAINTENANCE OF EXISTING AND NEW STORM SEWER
PROJECT WILL BE ACCEPTED BY THE CITY.
PROJECT SHALL BE FREE OF ALL FOREIGN MATTER AND IN A CLEANED CONDITION BEFORE THE
ALL NEW CONDUITS, INLETS, CATCH BASINS AND MANHOLES CONSTRUCTED AS A PART OF THE
ENGINEER AT THE CONTRACTOR'S EXPENSE.
OPERATIONS SHALL BE CORRECTED BY THE CONTRACTOR TO THE SATISFACTION OF THE CITY
ORIGINAL INSPECTION. ANY CHANGE IN THE CONDITION RESULTING FROM THE CONTRACTOR'S
MAINTAINED AND LEFT IN A CONDITION REASONABLY COMPARABLE TO THAT DETERMINED BY THE
ALL EXISTING SEWERS INSPECTED INITIALLY BY THE ABOVE MENTIONED PARTIES SHALL BE
CITY.
FROM FIELD OBSERVATIONS. RECORDS OF THE INSPECTION SHALL BE KEPT IN WRITING BY THE
THE CONDITION OF THE EXISTING CONDUITS AND THEIR APPURTENANCES SHALL BE DETERMINED
EXISTING SEWERS WHICH ARE TO REMAIN IN SERVICE AND WHICH MAY BE AFFECTED BY THE WORK.
CITY, REPRESENTATIVES OF THE CITY AND THE CONTRACTOR SHALL MAKE AN INSPECTION OF ALL
BEFORE ANY WORK IS STARTED ON THE PROJECT, AND AGAIN BEFORE FINAL ACCEPTANCE BY THE
OTHER DRAINAGE STRUCTURES SHALL BE INCLUDED IN THE PRICE BID FOR THOSE STRUCTURES.
APPROXIMATE. THE COST OF CASTING ADJUSTMENTS FOR NEW OR RECONSTRUCTED MANHOLES OR
GRADE BY THE CONTRACTOR. TOP OF CASTING ELEVATIONS PROVIDED ON THE PLANS ARE
ALL EXISTING AND PROPOSED CASTINGS SHALL BE ADJUSTED TO MATCH THE SURROUNDING FINISH
ENGINEER. NO SEPARATE PAYMENT.
LENGTH OF BACKFILL SHALL BE FOR ALL EXPOSED PORTIONS OF PIPE, OR AS DIRECTED BY THE
OR AA-S149 (FLEXIBLE PIPE), TYPE 1 BEDDING USING ITEM 905 CLASS "A" CONCRETE. THE TOTAL
WORK SHALL BE IN ACCORDANCE WITH CITY OF COLUMBUS STANDARD DRAWING AA-S151 (RIGID PIPE),
WHERE CONCRETE ENCASEMENT IS INDICATED ON THE PLANS, OR DIRECTED BY THE ENGINEER, THE
LIMITS CALLED FOR, AS REQUIRED, TO MAKE OUTLET CONNECTIONS.
AVAILABLE ALONG THE LINE OF FLOW. CONTRACTOR SHALL PROVIDE UNDERDRAIN BEYOND THE
ROADWAY UNDERDRAINS SHALL BE DISCHARGED INTO THE NEAREST STORMWATER STRUCTURE
STRUCTURE AT THE FACE OF CURB PER ODOT STANDARD DRAWING CB-2.1.
OFFSETS ARE PROVIDED FOR CURB INLETS, THEY SHALL BE MEASURED TO THE CENTERLINE OF THE
INLETS WITHIN THE CURB LINE IN ACCORDANCE WITH THE STANDARD DRAWINGS REFERENCED. WHERE
WHERE BASELINE OFFSETS ARE NOT PROVIDED, THE CONTRACTOR SHALL PLACE CURB AND GUTTER
SHALL BE UNDERSTOOD AS MEANING THE FOLLOWING:
WHEREVER REFERENCE IS MADE TO THE ELEVATION TERM "TC" ON THE PLANS, THIS ABBREVIATION
ALL CATCH BASINS AND CURB INLETS MUST BE FURNISHED WITH BIKE SAFE GRATES.
ALL INLETS, CATCH BASINS, AND MANHOLES SHALL BE CHANNELIZED.
CLASS III FOR 18 INCHES AND LARGER.
TO ASTM DESIGNATION C76, WALL B, CLASS IV FOR PIPE DIAMETERS 12 INCHES TO 15 INCHES AND
UNLESS OTHERWISE INDICATED, STORM SEWERS SHALL BE REINFORCED CONCRETE PIPE CONFORMING
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5
REPLACEMENT
BRIDGE
SHAWAN FALLS
GENERAL NOTES
NONE
5BRIDGE REPLACEMENTSHAWAN FALLS DRIVEMSL
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UTILITIES
CONTACT INFORMATION.
UTILITIES KNOWN TO BE LOCATED WITHIN THE LIMITS OF THIS PROJECT ARE LISTED BELOW WITH
STANDARD DRAWING LIST
CITY OF DUBLIN CITY OF COLUMBUS O.D.O.T.
MADE AT THE UNIT PRICE BID PER EACH.
PERFORMED BY AN OHIO PROFESSIONAL SURVEYOR AS APPROVED BY THE CITY. PAYMENT WILL BE
ON ODOT STANDARD CONSTRUCTION DRAWING RM 1.1. RESETTING OF MONUMENTS SHALL BE
REESTABLISH RIGHT OF WAY MONUMENTS AND ASSEMBLIES IN ACCORDANCE WITH THE DETAILS SHOWN
BELOW SHALL BE CONSIDERED A PART OF THESE PLANS.
CURRENT VERSIONS OF THE STANDARD DRAWINGS AND SUPPLEMENTAL SPECIFICATIONS LISTED
TO INDUSTRY PRACTICES.
WORK AFFECTED. THE CONTRACTOR IS REMINDED TO KEEP THEIR OUPS TICKET UPDATED ACCORDING
RELOCATED UTILITY FACILITIES. COSTS TO EXPOSE CONDUIT SHALL BE INCLUDED IN THE ITEMS OF
THE CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING IN THE PROXIMITY OF EXISTING AND/OR
ENGINEER.
CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY OWNER AND THE CITY
WHEN UNKNOWN OR INCORRECTLY LOCATED UNDERGROUND UTILITIES ARE ENCOUNTERED DURING
ITEMS OF THE CONTRACT.
CONTRACTOR. THE COST OF THIS WORK SHALL BE INCLUDED IN THE PRICES BID FOR THE VARIOUS
APPURTENANCES, SHOWN OR NOT SHOWN ON THE PLANS, SHALL BE THE RESPONSIBILITY OF THE
LOCATION, SUPPORT, PROTECTION AND RESTORATION OF ALL EXISTING UTILITIES AND
RESULTING CONTINGENT DAMAGE.
CAUSED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF THE SAME AND FOR ANY
FOR THE ACCURACY OR DEPTHS OF UNDERGROUND FACILITIES SHOWN ON THE PLANS. IF DAMAGE IS
UNDERGROUND UTILITY. THE CITY OF DUBLIN AND THE CITY ENGINEER ASSUMES NO RESPONSIBILITY
HAVE BEEN SHOWN ON THE PLANS AS ACCURATELY AS PROVIDED BY THE OWNER OF THE
THE IDENTITY AND LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN THE CONSTRUCTION AREA
GIVEN AT LEAST 2 WORKING DAYS BEFORE START OF CONSTRUCTION.
THAT ARE NOT MEMBERS OF A REGISTERED UNDERGROUND PROTECTION SERVICE. NOTICE SHALL BE
SERVICE (TELEPHONE NUMBER 811 OR 800-362-2764) AND TO OWNERS OF UNDERGROUND UTILITIES
THE CONTRACTOR SHALL GIVE NOTICE OF INTENT TO CONSTRUCT TO OHIO UTILITIES PROTECTION
ABBREVIATIONS
BUTYL SEALANT.
BASIN, THE RINGS, AND THE RINGS AND COVER FRAME SHALL BE SEALED UTILIZING AN APPROVED
MANUFACTURE'S RECOMMENDATIONS ONLY. THE ANNULAR SPACE BETWEEN THE RINGS AND CONE
POLYETHYLENE PLASTIC MOLDING AND EXTRUSION MATERIALS). INSTALLATION SHALL BE PER
PLASTIC AS IDENTIFIED IN ASTM DESIGNATION D-1248 (STANDARD SPECIFICATION FOR
ADJUSTMENT RINGS. THESE ADJUSTMENT RINGS SHALL BE MANUFACTURED FROM POLYETHYLENE
COVERS AND FRAME ASSEMBLIES USING INJECTION MOLDED HIGH DENSITY POLYETHYLENE (HDPE)
THE CONTRACTOR WILL MAKE ALL FINAL GRADE ADJUSTMENT OF MANHOLE, CATCH BASIN AND INLET
1/15/2021TST-1-99
7/20/2018PSBD-2-07
7/17/2020PCB-91
7/18/2003DS-1-92
7/20/2018BD-1-11
1/18/2019AS-2-15
7/17/2015AS-1-15
1/15/2021RM-1.1
4/18/2014SS-846
1/19/2018MGS-6.1
7/15/2016MGS-5.3
7/15/2016MGS-5.2
1/19/2018MGS-3.1
1/19/2018MGS-2.1
7/16/2021MGS-1.1
1/17/2020BP-3.1
7/19/2013F-1.1
1/15/2016DM-4.3
COLUMBUS, OH 43231
3765 CORPORATE DRIVE
PHONE (OFFICE): (614) 481-5047
PHONE (CELL): (614) 348-2966
SAM LUTZ
WIDE OPEN WEST (WOW)
COLUMBUS, OH 43204
3760 INTERCHANGE RD
PHONE: (614) 402-1979
EMAIL: JOSEPH.VLOCK@CHARTER.COM
JOSEPH VLOCK
CHARTER COMMUNICATIONS (USIC)
COLUMBUS, OH 43215
111 NORTH 4TH ST
PHONE: (614) 329-2195
EMAIL: TL9569@ATT.COM
MIKE LEPLEY
AT&T-OHIO (USIC)
COLUMBUS, OH 43215
111 NORTH 4TH ST
PHONE: (614) 208-9312
EMAIL: KG1963@ATT.COM
KEVIN GLASER
AT&T-OHIO (USIC)
AKRON, OH 44303
120 RAVINE ST
PHONE (C): (330) 329-5495
PHONE (O): (330) 253-8267
EMAIL: ALLAN.GUEST@VERIZON.COM
AL GUEST
MCI
7/1/2021COC 4163
7/9/2012AA-S171
7/9/2012AA-S153
7/9/2012AA-S151
7/9/2012AA-S150
10/15/2014AA-S149
12/6/2013AA-S138
12/6/2013AA-S113
1/1/2020WA-01
1/1/2020RD-11
1/1/2020RD-10
1/1/2020RD-07
1/1/2020RD-05
1/1/2020RD-04
1/1/2020RD-03
1/1/2020RD-02
1/1/2020RD-01
1/1/2020PD-09
1/1/2020PD-08
1/1/2020PD-07
1/1/2020PD-06
1/1/2020PD-03
1/1/2020PD-02
1/1/2020PD-01
10/18/2019SS 907
10/18/2019SS 816
7/17/2020MT-101.90
1/17/2020MT-101.70
1/20/2017MT-97.11
4/19/2019MT-97.10
1/18/2019MT-96.26
7/15/2016MT-96.20
4/16/2021MT-96.11
7/20/2018TC-85.20
4/17/2020TC-85.10
7/21/2017TC-83.20
1/17/2020TC-83.10
7/16/2021TC-81.22
7/16/2021TC-71.10
1/15/2021TC-52.20
10/18/2013TC-42.20
10/18/2013TC-41.20
4/17/2020TC-22.10
7/16/2021TC-21.21
4/17/2020HL-10.13
1/15/2021HL-30.11
COLUMBUS, OH 43215
1366 DUBLIN RD
PHONE: (614) 850-4400
PHONE: (614) 395-9701
EMAIL: MABLACKSTONE@COLUMBUSFIBER.NET
MATT BLACKSTONE
DUBLINK DEVELOPMENT/FISHEL
DUBLIN, OH 43016
6555 SHIER RINGS RD
PHONE: (614)410-4734
EMAIL: MHUGHES@DUBLIN.OH.US
MASON HUGHES
PHONE: (614) 410-4631
EMAIL: KRICHARDSON@DUBLIN.OH.US
KEN RICHARDSON, PE, PS
CITY OF DUBLIN
SANITARY/WATER/ENGINEERING:
COLUMBUS, OHIO 43231
3550 JOHNNY APPLESEED CT
PHONE: (614) 818-2109
EMAIL: MCHRISTMAN@NISOURCE.COM
MARK CHRISTMAN
(UTILIQUEST)
COLUMBIA GAS OF OHIO
GAHANNA, OHIO 43230
700 MORRISON RD
PHONE: (614) 883-7832
EMAIL: DAHARRIS@AEP.COM
DEBRA HARRIS
AEP OHIO (USIC)
ITEM 604-RIGHT OF WAY MONUMENTS, A.P.P.
ITEM 604 - CURB INLET MANHOLE ADJUSTED TO GRADE, A.P.P.
ITEM 604 - CATCH BASIN RECONSTRUCTED TO GRADE, A.P.P.
ITEM 604 - CATCH BASIN ADJUST TO GRADE, A.P.P.
TP = TREE PROTECTION
C&G = CURB AND GUTTER
WV = WATER VALVE
TR = TO REMAIN
TBRR = TO BE REMOVED AND RELOCATED
TBR = TO BE REMOVED
RTG = RECONSTRUCT TO GRADE
ATG = ADJUST TO GRADE
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SUMMARY
GENERAL
6
6
MSLBRIDGE REPLACEMENTSHAWAN FALLS DRIVEGENERAL SUMMARY SPECIFICATIONS.
CITY OF COLUMBUS CONSTRUCTION AND MATERIAL
(LATEST EDITION). ALL OTHER ITEMS REFERENCE
CONSTRUCTION AND MATERIAL SPECIFICATIONS
DENOTES OHIO DEPARTMENT OF TRANSPORTATION*
ITEM DESCRIPTION TOTAL UNIT ITEM DESCRIPTION TOTAL UNIT
PAVEMENT
ROADWAY 253 FULL DEPTH PAVEMENT REPAIR 19 SY
201 STUMP REMOVED (18" SIZE)1 EA 254 1.25" PAVEMENT PLANING 776 SY
201 STUMP REMOVED (30" SIZE)1 EA 301 6" BITUMINOUS AGGREGATE BASE (TWO COURSES OF 3")206 TON
201 CLEARING AND GRUBBING 1 LUMP 301 3" BITUMINOUS AGGREGATE BASE 24 TON
202 CONCRETE CURB REMOVED AND DISPOSED OF 44 LF 304 6" AGGREGATE BASE (ROADWAY)103 CY
202 CONCRETE CURB & GUTTER REMOVED AND DISPOSED OF 816 LF 304 6" AGGREGATE BASE (DRIVEWAYS)48 CY
202 PAVEMENT REMOVED AND DISPOSED OF (ASPHALT)1140 SY 407*TRACKLESS TACK COAT 179 GAL
202 SIDEWALK REMOVED AND DISPOSED OF (CONCRETE)1094 SF 441 VARIABLE DEPTH (1.25" TO 6") ASPHALT CONCRETE SURFACE COURSE TYPE 1, (448), PG. 64-22 MT 36 TON
202 PIPE REMOVED AND DISPOSED OF, 24" AND UNDER 84 LF 441 1.25" ASPHALT CONCRETE SURFACE COURSE TYPE 1, (448), PG. 64-22 MT 124 TON
202 FENCE REMOVED 26 LF 441 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG. 64-22 MT 10 TON
203 EXCAVATION 103 CY 441 1.75" ASPHALT CONCRETE INTERMEDIATE COURSE TYPE 2, (448), PG. 64-22 MT 102 TON
203 EMBANKMENT, A.P.P.345 CY 499 10" CONCRETE (COC 6)150 SY
204 SUBGRADE COMPACTION 896 SY 608 4" CONCRETE WALK (INCLUDING NO. 57 AGG. BASE)3667 SF
204 PROOF ROLLING 2 HOUR 608 CURB RAMPS 9 EA
204 EXCAVATION OF SUBGRADE 30 CY 608 DETECTABLE WARNING PANELS, A.P.P. 92 SF
204 GRANULAR EMBANKMENT, NO. 2 STONE 30 CY 609 6" CONCRETE COMBINATION CURB AND GUTTER (INCLUDING NO. 57 AGG. BASE)720 LF
604 RIGHT OF WAY MONUMENTS, A.P.P.11 EA 609 CURB, STRAIGHT 18" (INCLUDING NO. 57 AGG. BASE)402 LF
606 GUARDRAIL, TYPE MGS, A.P.P.97 LF SIGNALS*
606 ANCHOR ASSEMBLY, MGS TYPE E 1 EA 625 CONNECTION, FUSED PULL APART 8 EACH
606 ANCHOR ASSEMBLY, MGS TYPE E, A.P.P.1 EA 625 CONNECTION, UNFUSED PULL APART 4 EACH
606 ANCHOR ASSEMBLY, MGS TYPE T, A.P.P.1 EA 625 NO. 4 AWG 600 VOLT DISTRIBUTION CABLE, AS PER PLAN 1476 FT
606 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1, A.P.P.3 EA 625 NO. 10 AWG POLE AND BRACKET CABLE 618 FT
607*FENCE, TYPE CHAIN LINK 41 LF 625 BRACKET ARM, 6', AS PER PLAN 4 EACH
653 TOPSOIL FURNISHED AND PLACED, A.P.P. (T=4")152 CY 625 CONDUIT, 2", 725.04 235 FT
659 SEEDING AND MULCHING, A.P.P.1366 SY 625 CONDUIT, 3", 725.04 130 FT
659 REPAIR SEEDING AND MULCHING, A.P.P 500 SY 625 CONDUIT, JACKED OR DRILLED, 725.04, 3"868 FT
659 COMMERCIAL FERTILIZER 0.18 TON 625 CONDUIT, JACKED OR DRILLED, 725.051, AS PER PLAN, 6"868 FT
659 WATER 7 MGAL 625 LUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER PLAN, TYPE III, 110 WATT, AS PER PLAN 4 EACH
SPECIAL PROOF SURVEY 1 LUMP 625 TRENCH, AS PER PLAN 136 FT
625 PULL BOX, 725.07, 18", AS PER PLAN 3 EACH
STORM SEWER 625 PULL BOX, 725.08, 32", AS PER PLAN 3 EACH
604 CATCH BASIN ADJUSTED TO GRADE, A.P.P.1 EA 625 PULL BOX, MISC.: 725.08, 27", AS PER PLAN 2 EACH
604 CATCH BASIN RECONSTRUCTED TO GRADE, A.P.P.1 EA 625 GROUND ROD, AS PER PLAN 6 EACH
604 CURB INLET MANHOLE ADJUSTED TO GRADE, A.P.P.2 EA 630 SIGN HANGER ASSEMBLY, MAST ARM MOUNTED, AS PER PLAN 4 EACH
605 4" PIPE UNDERDRAIN (INCLUDING NO. 57 AGGREGATE)726 LF 625 UNDERGROUND WARNING/MARKING TAPE 127 FT
901 12" STORM SEWER PIPE, 706.02, WITH TYPE 1 BEDDING 72 LF 630 SIGN ATTACHMENT ASSEMBLY, MAST ARM 4 EACH
SPECIAL CONCRETE FLARED END SECTION 1 EA 630 SIGN SUPPORT ASSEMBLY, POLE MOUNTED, AS PER PLAN 8 EACH
SPECIAL DRAIN LEADER PIPE 80 FT 630 SIGN, FLAT SHEET (TRAFFIC SIGNALS)47 SF
SPECIAL CURB CAN HOLES 4 EA 630 SIGN, STREET NAME, SINGLE FACED, ILLUMINIATED, AS PER PLAN 4 EACH
632 VEHICULAR SIGNAL HEAD, (LED), 3-SECTION, 12" LENS, 1-WAY, POLYCARBONATE, AS PER PLAN 8 EACH
WATER 632 VEHICULAR SIGNAL HEAD, (LED), 4-SECTION, 12" LENS, 1-WAY, POLYCARBONATE, AS PER PLAN 1 EACH
801 6" WATER PIPE AND FITTINGS 7 LF 632 VEHICULAR SIGNAL HEAD, (LED), 5-SECTION, 12" LENS, 1-WAY, POLYCARBONATE, AS PER PLAN 3 EACH
801 8" WATER PIPE AND FITTINGS 144 LF 632 PEDESTRIAN SIGNAL HEAD (LED), TYPE D2, COUNTDOWN, AS PER PLAN 6 EACH
801 6-INCH VALVE AND APPURTENANCES 1 EA 632 COVERING OF VEHICULAR SIGNAL HEAD 12 EACH
802 8-INCH VALVE AND APPURTENANCES 2 EA 632 COVERING OF PEDESTRIAN SIGNAL HEAD 6 EACH
808 8" WATER MAIN ABANDONED 1 EA 632 PEDESTRIAN PUSHBUTTON, AS PER PLAN 6 EACH
809 FIRE HYDRANT 1 EA 632 SIGNAL CABLE, 5 CONDUCTOR, NO. 14 AWG, AS PER PLAN 1351 FT
SPECIAL SURVEY COORDINATES 1 LS 632 SIGNAL CABLE, 7 CONDUCTOR, NO. 14 AWG, AS PER PLAN 1567 FT
632 SIGNAL CABLE, 9 CONDUCTOR, NO. 14 AWG, AS PER PLAN 502 EACH
EROSION CONTROL 632 SIGNAL SUPPORT FOUNDATION, AS PER PLAN 4 EACH
207 WATTLES 350 LF 632 PEDESTAL FOUNDATION, AS PER PLAN 2 EACH
207 INLET PROTECTION 3 EA 632 LOOP DETECTOR LEAD-IN CABLE, 2 CONDUCTOR, NO. 14 AWG 1324 FT
655 TREE PROTECTION DURING CONSTRUCTION 1 LUMP 632 POWER CABLE, 3 CONDUCTOR, NO. 6 AWG, AS PER PLAN 40 FT
632 SIGNALIZATION, MISC.: RELOCATION OF ITS ITEMS 1 LS
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SUMMARY
GENERAL
7
7
MSLBRIDGE REPLACEMENTSHAWAN FALLS DRIVE GENERAL SUMMARY SPECIFICATIONS.
CITY OF COLUMBUS CONSTRUCTION AND MATERIAL
(LATEST EDITION). ALL OTHER ITEMS REFERENCE
CONSTRUCTION AND MATERIAL SPECIFICATIONS
DENOTES OHIO DEPARTMENT OF TRANSPORTATION*
ITEM DESCRIPTION TOTAL UNIT ITEM DESCRIPTION TOTAL UNIT
632 POWER SERVICE, AS PER PLAN 1 EACH
632 POWER METER CABINET, BASE MOUNT, WITH FOUNDATION, AS PER PLAN 1 EACH MAINTENANCE OF TRAFFIC*
632 COMBINATION SIGNAL SUPPORT, TYPE TC-81.22, DESIGN 4, AS PER PLAN 2 EACH 614 MAINTAINING TRAFFIC, AS PER PLAN 1 LUMP
632 COMBINATION SIGNAL SUPPORT, TYPE TC-81.22, DESIGN 13, AS PER PLAN 1 EACH 614 LAW ENFORCEMENT OFFICER WITH PATROL CAR, A.P.P.100 HOUR
632 COMBINATION SIGNAL SUPPORT, TYPE TC-81.22, DESIGN 14, AS PER PLAN 1 EACH 614 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS, (UNIDIRECTIONAL)1 EA
632 PEDESTAL, 11', TRANSFORMER BASE, AS PER PLAN 1 EACH 614 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS, (BIDIRECTIONAL)2 EA
632 PEDESTAL, MISC.: 19', TRANSFORMER BASE, AS PER PLAN 1 EACH 614 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL 17 EA
632 REMOVAL OF TRAFFIC SIGNAL INSTALLATION, AS PER PLAN 1 EACH 614 OBJECT MARKER, TWO-WAY 17 EA
633 CABINET FOUNDATION, AS PER PLAN 1 EACH 614 WORK ZONE CENTER LINE, CLASS I, 642 PAINT 0.17 MILE
633 CONTROLLER WORK PAD, AS PER PLAN 1 EACH 614 WORK ZONE EDGE LINE, CLASS I, 642 PAINT 0.37 MILE
633 UNINTERRUPTIBLE POWER SUPPLY (UPS), 1000 WATT, AS PER PLAN 1 EACH 614 WORK ZONE CHANNELIZING LINE, CLASS I, 8", 642 PAINT 88 FT
633 CONTROLLER ITEM, MISC.: CONTROLLER UNIT, TYPE TS2/A2 WITH CABINET, TYPE TS1, AS PER PLAN 1 EACH 614 WORK ZONE DOTTED LINE, CLASS I, 642 PAINT 310 FT
633 EMERGENCY VEHICLE PREEMPTION, AS PER PLAN 1 EACH 614 WORK ZONE STOP LINE, CLASS I, 642 PAINT 70 FT
816 VIDEO DETECTION SYSTEM, AS PER PLAN 1 EACH 615 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER PLAN 377 SY
616 WATER 1 MGAL
TRAFFIC CONTROL*622 PORTABLE BARRIER, UNANCHORED 529 FT
630 SIGN, FLAT SHEET, AS PER PLAN 15 SF 622 PORTABLE BARRIER, ANCHORED 160 FT
630 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL 7 EA
630 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL 6 EA
644 CENTERLINE, 4"0.05 MILE INCIDENTALS
644 EDGE LINE, 4"0.1 MILE 623 CONSTRUCTION LAYOUT STAKES 1 LUMP
644 CHANNELIZING LINE, 8"187 LF 624 MOBILIZATION 1 LUMP
644 STOP LINE, 24"31 LF
644 CROSSWALK LINE, 12"120 LF
644 CHEVRON MARKING, 12"25 LF
644 LANE ARROW, 96"3 EA
BRIDGE
202 STRUCTURE REMOVED, AS PER PLAN 1 LUMP
503 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN 1 LUMP
503 UNCLASSIFIED EXCAVATION INCLUDING ROCK 626 CY
509 EPOXY COATED REINFORCING STEEL 26748 LB
510 DOWEL HOLES WITH CEMENT GROUT 192 EA
511 CLASS COC 2 CONCRETE, SUPERSTRUCTURE 68 CY
511 CLASS COC 1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING 106 CY
511 CLASS COC 1 CONCRETE, FOOTING 108 CY
511 CLASS COC 2 CONCRETE, SIDEWALK 11 CY
512 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE)227 SY
512 TYPE 2 WATERPROOFING 21 SY
515 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, CB17-36 (44'-0" LENGTH)1 EA
515 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, CB17-48 (44'-0" LENGTH)12 EA
516 1/2" PREFORMED EXPANSION JOINT FILLER 28 SF
516 2" PREFORMED EXPANSION JOINT FILLER 95 SF
516 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL 131 FT
516 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE) (15/16" THICK)52 EA
517 RAILING, MISC.: MODIFIED TST-1-99 RAILING 196 FT
518 POROUS BACKFILL WITH GEOTEXTILE FABRIC 77 CY
518 SPECIAL - STEEL DRIP STRIP 46 FT
518 6" PERFORATED CORRUGATED PLASTIC PIPE 139 FT
518 6" NON-PERFORATED CORRUGATED PLASTIC PIPE INCLUDING SPECIALS 9 FT
526 REINFORCED CONCRETE APPROACH SLABS (T=13"), AS PER PLAN 230 SY
526 TYPE A INSTALLATION 125 FT
601 ROCK CHANNEL PROTECTION, TYPE C WITH FABRIC FILTER 75 CY
613 LOW STRENGTH MORTAR BACKFILL (TYPE 2)10 CY
SPECIAL PROTECTION OF UTILITIES 1 LUMP
SPECIAL RELOCATION OF EXISTING STONE WALL 1 LUMP
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NONE
REPLACEMENT
BRIDGE
SHAWAN FALLS
TYPICAL SECTIONS
8
8 BRIDGE REPLACEMENTSHAWAN FALLS DRIVE 1 2 3 4 5
0.016 0.016
7
7 6
PROFILE GRADE
MAX2:1
6
1 2 3 4 5
0.016 0.016
PROFILE GRADE
A
7
STA.102+98.59 TO STA. 103+41.00
6"
2'2'
9
9
10
12
12
\ CONST. SHAWAN FALLS DRIVE
6MAX2:1
2'
STA. 102+38.04 TO STA. 103+41.00
STA. 100+88.60 TO STA. 101+51.94 (SEE INTERSECTION DETAIL)
NORMAL CROWN
PROPOSED SHAWAN FALLS DRIVE
*2'
\ CONST. SHAWAN FALLS DRIVE
SLAB SEE SHEET
ON APPROACH
FOR WALK DETAILS
47
D
12
B
C E
A
B
C
DSTA. 101+33.91 TO STA. 101+52.81
STA. 101+52.81 TO STA. 101+53.41
STA. 102+11.03 TO STA. 102+18.27
STA. 101+62.90 TO STA. 101+70.83
E STA. 101+70.83 TO STA. 101+82.36
STA. 102+28.46 TO STA. 102+48.31
K
L
M
N
O
P
Q
R
10.00'
24.00' TO 10.00'
24.00'
10.00'
12.00' TO 10.00'
12.00'
K
L
M
N
O
STA. 102+38.04 TO STA. 102+70.29
STA. 102+70.29 TO STA. 103+20.29
STA. 103+20.29 TO STA. 103+41.00
STA. 102+38.04 TO STA. 102+70.29
STA. 102+70.29 TO STA. 103+20.29
P STA. 103+20.29 TO STA. 103+41.00
Q STA. 102+48.31 TO STA. 102+53.52
R STA. 102+53.52 TO STA. 103+03.46
S 0.00'
S STA. 103+03.46 TO STA. 103+41.00
3.50'
3.50' TO 1.50'
7'-3.5"
STA. 101+99.51 TO STA. 102+11.03
0.0160.016
11
3:1 MAX
4
:1 MAX
1
LEGEND
2
3
4
5
6
7
8
A
B
9
C
10
11
12
EXISTING GUARDRAIL
EXISTING CURB AND GUTTER
EXISTING BASE
EXISTING ASPHALT CONCRETE
D
13
14
15
SEE SHEET OF FOR ADDITIONAL INFORMATION
MEASURED ALONG \ CONST. SHAWAN FALLS DRIVE
STA. 102+18.04 TO STA. 102+38.04
STA. 101+51.94 TO STA. 101+71.94
APPROACH SLAB
PROPOSED SHAWAN FALLS DRIVE
47 66
MEASURED ALONG TOE OF CURB MEASURED ALONG BACK OF CURB/FACE OF WINGWALL
0.016
**
103+08.59
TO 8.33% FROM STA.102+98.59 TO STA.
**TRANSITION GUTTER SLOPE FROM 1.6%
TRANSITION GUTTER PAN SLOPE FROM 1.6% AT STA. 102+22.15 TO 5.56% AT STA. 102+23.15
* TRANSITION GUTTER PAN WIDTH FROM 3.45' AT STA. 102+22.15 TO 1.50' AT STA. 102+60.74
28.00' TO 29.87'
28.00'
27.24' TO 28.00'
17.83' TO 16.00'
16.00'
8
SURFACE COURSE TYPE 1, (448), PG64-22 MT
ITEM 441 - VARIABLE DEPTH (1.25" TO 6") ASPHALT CONCRETE
ITEM 254 - 1.25" PAVEMENT PLANING
NOT USED
ITEM 606 - GUARDRAIL, TYPE MGS, A.P.P.
ITEM 608 - 4" CONCRETE WALK (INCLUDING NO. 57 AGG. BASE)
ITEM 609 - CURB, STRAIGHT 18" (INCLUDING NO. 57 AGG. BASE)
(INCLUDING NO. 57 AGG. BASE)
ITEM 609 - 6" CONCRETE COMBINATION CURB AND GUTTER
ITEM 407 - TRACKLESS TACK COAT (ODOT)
ITEM 605 - 4" PIPE UNDERDRAIN (INCLUDING NO. 57 AGGREGATE)
ITEM 659 - SEEDING AND MULCHING, A.P.P.
ITEM 204 - SUBGRADE COMPACTION
ITEM 304 - 6" AGGREGATE BASE (ROADWAY)
3")
ITEM 301 - 6" BITUMINOUS AGGREGATE BASE (TWO COURSES OF
TYPE 2, (448), PG. 64-22 MT
ITEM 441 - 1.75" ASPHALT CONCRETE INTERMEDIATE COURSE
(448), PG64-22 MT
ITEM 441 - 1.25" ASPHALT CONCRETE SURFACE COURSE TYPE 1,
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NONE
REPLACEMENT
BRIDGE
SHAWAN FALLS
TYPICAL SECTIONS
9
9 BRIDGE REPLACEMENTSHAWAN FALLS DRIVE 15 A
7
2'
9 C
D
\ CONST. SHAWAN FALLS DRIVE
2'
10.00'10.00'
B
STA.103+41.00 TO STA. 103+65.18
RESURFACING
PROPOSED SHAWAN FALLS DRIVE
6
0.0160.016
11
3:1 MAX3:1
M
AX
14
0.0163:1 M
AX
7 9
2'
0.0163:1 M
AX
C
2'
STA. 104+80.00 TO 105+45.76
7 9
2'
STA. 106+28.17 TO 106+33.00
A
C
\ CONST. SHAWAN FALLS DRIVE
B
0.016`0.016`
10' (TYP.)10' (TYP.)
VAR
IES
VAR
IES
STA. 103+65.18 TO 106+33.00
SIDEWALK
PROPOSED SHAWAN FALLS DRIVE
\ CONST. SIDEWALK
\ CONST. SIDEWALK
6
6116
6116
3
:1 MAX
6
0.016 0.016
LEGEND
A
B
C
EXISTING GUARDRAIL
EXISTING CURB AND GUTTER
EXISTING BASE
EXISTING ASPHALT CONCRETE
D
8
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
114 8
SURFACE COURSE TYPE 1, (448), PG64-22 MT
ITEM 441 - VARIABLE DEPTH (1.25" TO 6") ASPHALT CONCRETE
ITEM 254 - 1.25" PAVEMENT PLANING
NOT USED
ITEM 606 - GUARDRAIL, TYPE MGS, A.P.P.
ITEM 608 - 4" CONCRETE WALK (INCLUDING NO. 57 AGG. BASE)
ITEM 609 - CURB, STRAIGHT 18" (INCLUDING NO. 57 AGG. BASE)
(INCLUDING NO. 57 AGG. BASE)
ITEM 609 - 6" CONCRETE COMBINATION CURB AND GUTTER
ITEM 407 - TRACKLESS TACK COAT (ODOT)
ITEM 605 - 4" PIPE UNDERDRAIN (INCLUDING NO. 57 AGGREGATE)
ITEM 659 - SEEDING AND MULCHING, A.P.P.
ITEM 204 - SUBGRADE COMPACTION
ITEM 304 - 6" AGGREGATE BASE (ROADWAY)
3")
ITEM 301 - 6" BITUMINOUS AGGREGATE BASE (TWO COURSES OF
TYPE 2, (448), PG. 64-22 MT
ITEM 441 - 1.75" ASPHALT CONCRETE INTERMEDIATE COURSE
(448), PG64-22 MT
ITEM 441 - 1.25" ASPHALT CONCRETE SURFACE COURSE TYPE 1,
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REPLACEMENT
BRIDGE
SHAWAN FALLS
TYPICAL SECTIONS
10
10
P:\PR58074\FRA\000000\Design\Roadway\Sheets\GY001.dgn Sheet 5/6/2022 5:10:28 PM jkelleyBRIDGE REPLACEMENTSHAWAN FALLS DRIVEA B
0.016`
A B
0.016`0.016`
C
CC
C
27.9'16.8'
10'10'
\ CONST. SHAWAN FALLS DRIVE
\ CONST. SHAWAN FALLS DRIVE
STA. 100+88.60 TO 101+51.94
EXISTING TYPICAL SECTION
SHAWAN FALLS DRIVE
STA. 102+38.04 TO 103+41.00
EXISTING TYPICAL SECTION
SHAWAN FALLS DRIVE
0.016`
LEGEND
A
B
C
EXISTING GUARDRAIL
EXISTING CURB AND GUTTER
EXISTING BASE
EXISTING ASPHALT CONCRETE
D
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
SURFACE COURSE TYPE 1, (448), PG64-22 MT
ITEM 441 - VARIABLE DEPTH (1.25" TO 6") ASPHALT CONCRETE
ITEM 254 - 1.25" PAVEMENT PLANING
NOT USED
ITEM 606 - GUARDRAIL, TYPE MGS, A.P.P.
ITEM 608 - 4" CONCRETE WALK (INCLUDING NO. 57 AGG. BASE)
ITEM 609 - CURB, STRAIGHT 18" (INCLUDING NO. 57 AGG. BASE)
(INCLUDING NO. 57 AGG. BASE)
ITEM 609 - 6" CONCRETE COMBINATION CURB AND GUTTER
ITEM 407 - TRACKLESS TACK COAT (ODOT)
ITEM 605 - 4" PIPE UNDERDRAIN (INCLUDING NO. 57 AGGREGATE)
ITEM 659 - SEEDING AND MULCHING, A.P.P.
ITEM 204 - SUBGRADE COMPACTION
ITEM 304 - 6" AGGREGATE BASE (ROADWAY)
3")
ITEM 301 - 6" BITUMINOUS AGGREGATE BASE (TWO COURSES OF
TYPE 2, (448), PG. 64-22 MT
ITEM 441 - 1.75" ASPHALT CONCRETE INTERMEDIATE COURSE
(448), PG64-22 MT
ITEM 441 - 1.25" ASPHALT CONCRETE SURFACE COURSE TYPE 1,
TPTPTP
TPP.I. Sta. 102+68.33
¬
R = 200.00'
T = 17.50'
L = 34.91'
E = 0.76'
C = 34.86'12"12"2IN2IN2IN24IN16IN8IN12IN32IN18IN2IN4IN18IN3IN2IN2IN10IN12IN2IN2IN2IN2IN10IN6IN18IN99
100 PI Sta. 100+76.19101
102
PC St
a.
102+50.84PT Sta. 102+85.74103
¬ = 3°58'37"10
2012021" = 20'
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MSLBRIDGE REPLACEMENTSHAWAN FALLS DRIVEP:\PR58074\FRA\000000\Design\Roadway\Sheets\GP001.dgn Sheet 5/6/2022 5:10:31 PM jkelleySTA. 103+65.18
TO
BEGIN PROJECT
REPLACEMENT
BRIDGE
SHAWAN FALLS
PLAN VIEW
101 102 103 104
835
840
845
850
855
860
835
840
845
850
855
860
865 865
SAWCUTW BRIDGE STREETSHAWAN FALLS DRIVE
CONST. LIMITS
STA. 102+48.64, 16.17' RT
BEGIN SHOULDER TAPER
PROP. RIM = 854.43
EX. RIM = 584.11
ADJUST TO GRADE
EX. CURB INLET MANHOLE
SEE PROFILE BELOW
ADJUST TO GRADE
EX. CURB INLET MANHOLE
SAWCUT
SAWCUT
STA. 101+70.77, 15.50' RT
BEGIN SHOULDER TAPER
STA. 101+82.20, 15.50' RT
END SHOULDER TAPER
STA. 101+52.81, 28.00' LT
END SHOULDER TAPER
97
°
5
0'
29
"
A
A
DUBLIN, OH 43017
220 W. BRIDGE ST.
AN OHIO LIMITED LIABILITY COMPANY
220 W BRIDGE ST, LLC,
DUBLIN, OH 43017
250 W. BRIDGE ST.
OHIO NOT-FOR-PROFIT CORPORATION
OHIOHEALTH CORPORATION, AN
(APROXIMATE LOCATION)
DB 2809 PAGE 303
20' WIDE SEWER EASEMENT
A
EX. 3" GAS (TBRR)EX. UG TELECOM (DND)EX. MH (DND)
B
C
C
12.00' RT
STA. 103+65.18,
END AA, TYPE TD
EX. GR (TBR)
EX. GR (TBR)
MGS
TYPE
GR,
31.06' LT
STA. 102+51.40,
RAMP TYPE E
EX. GR
THEN CONNECT TO
48.04' LT
STA. 101+02.75,
BEGIN AA, TYPE E
STA. 101+14.40, 26.46' LT
BEGIN SHOULDER TAPER
BEGIN STRAIGHT CURB
END CURB & GUTTER
9.1'
8.5'
9.0'10.0'10.0'24.0'12.0'
STA. 102+70.29, 12.00' RT
BEGIN PAVEMENT TAPER
STA. 103+20.29, 12.00' LT
END PAVEMENT TAPER
STA. 102+70.29, 24.00' LT
BEGIN PAVEMENT TAPER
STA. 103+20.29, 10.00' RT
END PAVEMENT TAPER
A
DND
+43.04STA. 101+51.94
BEGIN APPROACH SLAB
STA. 102+38.04
END APPROACH SLAB
GAS (DND)
EX. 4"MATCH LINE STA. 103+65.18SEE SHEET12STA. 100+88.60
BEGIN PROJECT
FALLS DRIVE
\ CONST. SHAWAN
I
NDI
AN RUNS
OUTH
F
ORK
CURVE DATA - SHAWAN FALLS
D
TYPE E
CURB RAMP
| DRIVE 1
BRIDGE STREET
\ CONST. W
CURB RAMP TYPE C
CURB RAMP TYPE C
CURB RAMP TYPE C
CURB RAMP TYPE C
CURB RAMP TYPE C
64.89' RT
STA. 99+47.08,
BEGIN WALK
BEGIN WORK
41.93' LT
STA. 200+92.90,
BEGIN C&G
39.77' RT
STA. 99+59.27,
BEGIN C&G
24.50' LT
STA. 99+74.85,
BEGIN C&G
31.61' LT
STA. 100+01.40,
END C&G
30.55' LTSTA.
99+69.96,
BEGI
N WALK4.0'
56.67' RT
STA. 202+53.20,
END WALK
37.64' RT
202+49.26,
END C&G
36.00' RT
202+34.80
BEGIN C&G
44.00' LT
202+39.80
BEGIN WALK(DND)(DU0008_009) WATER EX. 16" SEE SHEET OF PROP. 8" WM
51 66
(TBR)
(DU0085_002)EX. 8" WATER
THIS SHEET
SEE NOTE ON
TBR
3
7
.
0'R100
STA. 101+79.28, 12.00' RT
END PAVEMENT TAPER
(TO REMAIN)
EX. UG TELECOM
STA. 102+98.64, 12.37' RT
BEGIN CURB & GUTTER
END STRAIGHT CURB
END SHOULDER TAPER
G
PROP. 12" (N) 851.55
EX 12" (NW) 848.33 (TBR)
PROP. RIM = 856.14
EX. RIM = 854.43
RECONSTRUCT TO GRADE
STA. 101+13.68, 28.28' RT
EX. CB-3A
PROP. 12" (S) 850.00
STA. 101+85.77, 21.00' RT
CONCRETE FLARED END SECTION
DU0085-CIP_002
RECORD PLAN
FOUND, SHOWN PER
WATER VALVE NOT
RESURFACING/OVERLAY
PAVEMENT PLANING AND
H
I
J
STA. 101+67.87, 18.50' RT
BEGIN PROP. CHAIN LINK FENCEH
I
J
STA. 101+78.40, 26.50' RT
BEGIN FENCE REMOVED
STA. 102+02.16, 40.00' RT
END PROPOSED CHAIN LINK FENCE
END FENCE REMOVED
62.86' LT
STA. 200+46.70
BEGIN CONCRETE WALK
(DND)EX. 24" SANITARY EX. ROOF DRAINDRAINEX. ROOF E
29.41' LT
STA. 101+09.75,
RAMP TYPE D
E
32.00' LT
STA. 102+20.47,
RAMP TYPE E
(TBR)
EX. SIGN
F
F G
K
L
K
STA. 102+65
OUTFALL TO NEW CURB
RECONNECT ROOF DRAINS
L
STA. 103+31
OUTFALL TO NEW CURB
RECONNECT ROOF DRAINS
WATERLINE.
SPACING AS NECESSARY TO AVOID
GUARDRAIL POSTS. ADJUST POST
WATERLINE PRIOR TO PLACING
VERIFY LOCATION AND DEPTH OF
NOTE:
BEGIN PAVEMENT PLANING AND RESURFACING
END FULL DEPTH PAVEMENT
STA. 103+41.00
END PROJECT
1' FULL DEPTH PAVEMENT REPAIR
1' FULL DEPTH PAVEMENT REPAIR
1' FULL DEPTH PAVEMENT REPAIR
15.88' RT
+62.45,
END C+G
PROP. HYDRANT
B
TP
TP
PROTECTION LIMITS
TP = TREE
P.V.I. STA 101+81.00
ELEV = 856.35'
100.00' VC
K = 54
SSD = 633'
P.V.I. STA 102+91.00
ELEV = 853.88'
-2.25 %
100.00' VC
K = 40
EX. 12" STM (TBR)
EX. 24" SANITARY (DND)
EX. FO (DND)
EX. 16" WM
EX. +0.12 %856.88856.79856.50856.02847.19854.72854.06854.03854.09854.76-0.40 %
-2.25 %
+0.23 %856.68856.58856.44856.20855.84855.36854.81854.38854.11853.99854.0212
STA. 100+88.60ELEV. = 856.72SHAWAN FALLS DRIVEBEGIN PROFILE SEE SIDEWALK PROFILE, SHEET
STA. 103+65.18, ELEV. = 854.05
END PROFILE SHAWAN FALLS DRIVE
EX. 12" (W) 850.56
EX. 12" (E) 849.56
PROP. RIM ELEV 854.43
EX. RIM ELEV 854.16
EX CI-MH, AJUST TO GRADE
STA 103+40.25, 11.50' LT
EXISTING GROUND
SHAWAN FALLS DRIVE
PROPOSED PROFILE GRADE
TPTPTP
TP
P.I. Sta. 105+51.77
¬
R = 365.00'
T = 105.17'
L = 204.79'
E = 14.85'
C = 202.11'
104
PC Sta. 104+46.60105
106PT Sta. 106+51.3910
7
10
8PC Sta. 10+81.4210 11
121" = 20'
NJL
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END PROJECT
TO
STA. 103+65.18
REPLACEMENT
BRIDGE
SHAWAN FALLS
PLAN VIEW
P:\PR58074\FRA\000000\Design\Roadway\Sheets\GP002.dgn Sheet 5/6/2022 5:10:33 PM jkelley12
12 BRIDGE REPLACEMENTSHAWAN FALLS DRIVE840
845
850
855
860
840
845
850
855
860
865 865
A
CURVE DATA - SHAWAN FALLS
A
MATCH LINE STA. 103+65.1811SEE SHEET10 11 12
| DRIVE 3| DRIVE 2
| DRIVE 489°58'28"9
2
°5
6'10"
90°0'0"10.0'10.0'FALLS DRIVE
\ CONST. SHAWAN
SIDEWALK
\ CONST.
\ CONST. SHAWAN FALLS DRIVE STA. 106+28.08
\ CONST. SIDEWALK STA. 12+74.83 =
END WALK
8.29'29.81'7.15'2
0'R20'R+77.21+50.06+81.507'10'5'STA. 106+18.00BEGIN C&G75.76' RT
+12.88,
75.48' RT
+19.19,
SEE DETAIL 1
CURB RAMP TYPE C
DETAIL 1
ID | STATION | OFFSET
2 106+25.50
1 106+25.50 12.00' LT
12.00' RT
TYPE
CURB RAMP
TYPE C
TYPE C
| CURB RAMP 5.0'7.0'5.5'5.0'5.0'5.5'5.0'
2
1
2" WT (C)
650 SHAWAN FALLS DR.
WITH AT&T
TO COORDINATE
(ATG), CONTRACTOR
AT&T MANHOLE
10 103+65.18
FALLS DRIVE STA.
\ CONST. SHAWAN
STA. 10+00.00 =
\ CONST. SIDEWALK
BEGIN WALK PROFILE
EX. SIGN (DND)
(TO REMAIN)
(DU0085_002)
EX. 8" WATER
EX. ROOF DRAIN
EX. ROOF DRAIN
BY OTHERS)
AND RELOCATED
(TO BE REMOVED
AT&T PEDESTAL
(TO REMAIN)
AT&T PEDESTAL
STA. 106+33.00, 10' LT, 10' RT
END CURB & GUTTER
END PAVEMENT PLANING AND RESURFACING
END WORK
BOX TO PROPOSED GRADE
ADJUST WATER VALVE
SHOWN FROM PLANS
VALVE NOT VISIBLE,
A
STA. 104+90
OUTFALL TO NEW CURB
RECONNECT ROOF DRAINS
A
B
B
STA. 105+54
OUTFALL TO NEW CURB
RECONNECT ROOF DRAINS
RESURFACING/OVERLAY
PAVEMENT PLANING AND
TP
TP
PROTECTION LIMITS
TP = TREE
+1.98 %`+1.97 %`+5.00 %`-0.57 %`-3.00
%`
-4
.38
%
`
-2.05 %`-0.83 %`P.V.I. STA 10+45.20ELEV = 855.63'P.V.I. STA 10+49.55ELEV = 855.67'P.V.I. STA 11+38.73ELEV = 857.63'P.V.I. STA 11+52.17ELEV = 857.55'P.V.I. STA 11+82.17ELEV = 856.65'P.V.I. STA 10+23.03ELEV = 854.58'P.V.I. STA 10+73.92ELEV = 855.06'P.V.I. STA 10+96.22ELEV = 855.50'P.V.I. STA 12+12.52ELEV = 855.32'P.V.I. STA 12+34.01ELEV = 854.88'22.21'
22.30'
21.49'
DRIVE 2
DRIVE 3
DRIVE 4
GRADE
EXISTING ELEV = 854.14'BEGIN SIDEWALK PROFILESTA. 10+00.82STA. 12+74.83ELEV = 854.54'END SIDEWALK PROFILEGRADE (BACK OF WALK)
PROPOSED SIDEWALK PROFILE
+4.74 %`-2.52 %`855.06AT&T
COORDINATE WITH
CONTRACTOR TO
MANHOLE (ATG),
+1.03%, AT&T PP007PP008PP016PP017PP018PP019PP020PP021PP022PP041PI105
855.08855.69856.94857.56856.86855.87855.06854.74854.67855.66855.43855.95856.03857.61856.05855.17
TPTPTP
TPTPTP
TP
TPPI Sta. 100+76.19101
102
PC St
a.
102+50.84PT Sta. 102+85.74103 104
PC Sta. 104+46.60105
106PT Sta. 106+51.39¬ = 3°58'37"PC Sta. 10+81.4210 11
12200845
84584585085085
0
850 850855855
855855855
855855
855
855855
8558558551" = 20'
NJL
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MSL
END PROJECT
TO
BEGIN PROJECT
REPLACEMENT
BRIDGE
SHAWAN FALLS
GRADING PLAN
13
13 BRIDGE REPLACEMENTSHAWAN FALLS DRIVEP:\PR58074\FRA\000000\Design\Roadway\Sheets\XG001.dgn Sheet 5/6/2022 5:10:36 PM jkelleySHAWAN FALLS DRIVEW BRIDGE STREETSTA. 100+82.47
BEGIN PROJECT
846'847'848'849'851'852'853'854'
845'
850'
854'854'
854'854'
854'
856'
857'
855'85
5
'853'854'855'854'856'857'855'856'856'856'856'
855'856'857'854'
856'
855
'855
'856'857'
855'
856'
857'
8
5
6'855'
853'
854'855'WATER EDGE
EX. FO
850
'
852
'
854
'850'852'
MH (ATG)
EX. STORM
STA. 103+41.00
END PROJECT
EX. TELECOM BOX (TBR)
EX. TELECOM BOX (TO REMAIN)
EX. TELECOM MH (ATG)
EX. SANITARY MH
\ CONST. SHAWAN FALLS DRIVE
EX. STORM MH (ATG)
EX. SANITARY
EX. FO
EX. GAS
EX. WATER (TBR)SOUTH FORK INDIAN RUNEX. GAS
RELOCATE AS SHOWN)
(REMOVE AS NECESSARY,
EXISTING STONE WALL
/1BRIDGE, SHEET
PROPOSED GRADING UNDER
NOTE: SEE BRIDGE PLANS FOR
24
1.460 ACRES
INST. 201807310102242-1
A.P.N. 273-000786-00
DUBLIN, OH 43017
220 W. BRIDGE ST.
AN OHIO LIMITED LIABILITY COMPANY
220 W BRIDGE ST, LLC,
2.1873 ACRES
INST. 201803260038938
A.P.N. 273-000797-00
DUBLIN, OH 43017
250 W. BRIDGE ST.
OHIO NOT-FOR-PROFIT CORPORATION
OHIOHEALTH CORPORATION, AN
0.9616 ACRES
INST. 199811170295482
A.P.N. 273-002485-00
DUBLIN, OH 43017
650 SHAWAN FALLS DR.
BISCAR PROPERTIES, LLC(APROXIMATE LOCATION)DB 2809 PAGE 30320' WIDE SEWER EASEMENT23.
TRAFFIC, SEE MOT SHEETS 18 -
GRADING FOR MAINTENANCE OF
INFORMATION. FOR TEMPORARY
PROJECT GRADING
THIS SHEET SHOWS FINAL
TREE PROTECTION
TREE PROTECTION
TREE PROTECTION
TREE PROTECTION
EX. TELECOM BOX (TBR)
STA. 106+33.00
END WORK
EX. 6" ROOF DRAIN, QL "D"EX. 3" GAS, CITY OF DUBLIN, QL "C"EX. UNDERGROUND TELECOM, AT&T QL "C"102PC Sta. 102+50.84
12"
EX. 6" ROOF DRAIN, QL "D"104EX. 6" ROOF DRAIN, QL "D"104PC Sta. 104+46.60
PP020EX. 6" SANITARY
EX. 6" ROOF DRAIN, QL "D"
EX
. TELECOM
, QL
"D"
EX
. 6" ROO
F
DRA
IN
, QL
"D"P:\PR58074\FRA\000000\Design\Roadway\Sheets\GD001.dgn Sheet 5/6/2022 5:10:38 PM jkelleyNJL
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58074
JMK
NJL
MSLBRIDGE REPLACEMENTSHAWAN FALLS DRIVE 1" = 10'
14
14
REPLACEMENT
BRIDGE
SHAWAN FALLS
DRIVE DETAIL106| DRIVE 1
| DRIVE 2
| DRIVE 3
| DRIVE 4
FALLS DRIVE
\ CONST. SHAWAN
FALLS DRIVE
\ CONST. SHAWAN
FALLS DRIVE
\ CONST. SHAWAN
FALLS DRIVE
\ CONST. SHAWAN 97°50'29"90°0'0"
92°56'3"90°1'7"
7.35'13.89'17.28'10.00'10.07'11.10'31.68'31.02'5.81'7.77'33.47'30.06'6.63'
6.00'11.00'11.00'3.00'10.30'10.00'10.00'DRIVE 1 STA. 00+00.00
SHAWAN FALLS DRIVE STA. 102+43.04 =
DRIVE 3 STA. 00+00.00
SHAWAN FALLS DRIVE STA. 104+50.06 =
DRIVE 4 STA. 00+00.00
SHAWAN FALLS DRIVE STA. 105+81.50 =
+39.24, 25.00' LT
+60.36, 25.00' LT
+89.67, 25.00' LT
+70.85, 25.00' LT
+66.12, 24.88' LT
+88.21, 24.85' LT
DRIVE 2 STA. 00+00.00
STA. 103+77.21 =
SHAWAN FALLS DRIVE
SAWCUT
SAWCUT
SAWCUT
SAWCUT
BEGIN STRAIGHT CURB
BEGIN STRAIGHT CURB
+70.73, 34.44' LT
BEGIN STRAIGHT CURB
+70.73, 34.44' LT
BEGIN STRAIGHT CURB
BEGIN STRAIGHT CURB
BEGIN STRAIGHT CURB
BEGIN STRAIGHT CURB
BEGIN STRAIGHT CURB
S71°13'34.9"W S89°04'04"W
S89°36'40.1"W
N
72°42'46"W
ON SHEET
NOTES: SEE DRIVE PROFILES
15
ELEV. 853.76`
+04.96, 58.40' LT
853.77`
+05.14, 59.38' LT
ELEV. 854.35`
+65.59, 47.49' LT
ELEV. 854.36`
+63.69, 48.48' LT
A
B
C
D
E
F
G
H
I
J
K
L
A
L = 6.95'
R = 5.0'
¬ = 79°36'09.5"
STA. 102+21.04, 50.34' LT
B
L = 23.54'
R = 15.0'
¬ = 89°54'19.7"
STA. 102+11.03, 43.00' LT
C
D
L = 20.77'
R = 15.0'
¬ = 79°19'17.7"
40.50' LT
STA. 102+60.74,
L = 9.45'
R = 5.0'
¬ = 108°19'59.9"
44.60' LT
STA. 102+51.82,
E
L = 7.90'
R = 5.0'
¬ = 90°30'29.2"
STA. 103+61.21, 33.99' LT
F
G
L = 7.81'
R = 5.0'
¬ = 89°29'30.8"
STA. 103+93.21, 34.27' LT
H
L = 23.56'
R = 15.0'
¬ = 90°00'00"
STA. 103+51.21, 26.50' LT
L = 23.56'
R = 15.0'
¬ = 90°00'00"
STA. 104+03.21, 26.50' LT
ELEV. 857.01`
+43.75, 38.83' LT
ELEV. 857.03`
+43.74, 39.83' LT
ELEV. 856.69`
+07.28, 39.40' LT
ELEV. 856.71`
+07.27, 40.40' LT
ELEV. 855.77`
+39.37, 32.36' LT
ELEV. 855.86`
+60.37, 32.15' LT
I
J
K
L
L = 23.42'
R = 15.0'
¬ = 89°27'23.9"
STA. 104+24.31, 26.50' LT
L = 22.57'
R = 15.0'
¬ = 86°11'31.6"
STA. 104+76.30, 25.37' LT
L = 23.33'
R = 15.0'
¬ = 89°05'45.3"
STA. 105+56.91, 26.50' LT
L = 21.88'
R = 15.0'
¬ = 83°34'23.2"
STA. 106+03.61, 26.50' LT
DRIVE 1 - 250 W. BRIDGE STREET)
DRIVE 3 - 650 SHAWAN FALLS DRIVE
DRIVE 2 - 250 W. BRIDGE STREET
DRIVE 4 - 650 SHAWAN FALLS DRIVE
PAVEMENT PLANING AND RESURFACING
7.5'
10' TO TIE INTO APPROACH SLAB
TAPER CURB AND GUTTER OVER
+29.79, 27.08' LT
+19.79, 27.57' LT
ITEM 304 - 6" AGGREGATE BASE (DRIVEWAYS)
ITEM 499 - 10" CONCRETE (COC 6)
(DRIVEWAYS)
ITEM 304 - 6" AGGREGATE BASE
ITEM 301 - 3" BITUMINOUS AGGREGATE BASE
COURSE TYPE 1 (448), PG. 64-22 MT
ITEM 441 - 1.5" ASPHALT CONCRETE SURFACE
P:\PR58074\FRA\000000\Design\Roadway\Sheets\GD002.dgn Sheet 5/6/2022 5:10:40 PM jkelleyNJL
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JMK
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MSLBRIDGE REPLACEMENTSHAWAN FALLS DRIVE 1" = 10'
15
15
REPLACEMENT
BRIDGE
SHAWAN FALLS
DRIVE PROFILES
845
850
855
854.88854.03854.62P.V.I. STA 0+27.37ELEV = 854.61'P.V.I. STA 0+36.88
ELEV = 854.71'
+1.00 %-5
.50
%
10.00' VC
K = 2
P.V.I. STA 0+49.21
ELEV = 854.03'
-0.25 %`
5.00' VC
K = 1854.04845
850
855
860
854.06856.80P.V.I. STA 0+12.00ELEV = 853.84'P.V.I. STA 0+19.00ELEV = 854.29'+6.41 %P.V.I. STA 0+24.00ELEV = 854.36'856.47854.50+1.56 %
+13.05 % `
845
850
855
860
854.77856.26P.V.I. STA 0+12.00ELEV = 854.75'P.V.I. STA 0+19.00ELEV = 855.20'P.V.I. STA 0+24.00ELEV = 855.28'855.73855.33+6.41 %+1.56 %
+5.50 % `
845
850
855
860
854.61P.V.I. STA 0+12.01ELEV = 854.63'P.V.I. STA 0+19.01ELEV = 855.01'P.V.I. STA 0+24.01ELEV = 855.09'855.42855.12+5.48 %+1.56 %
+3.06 % `
DRIVE 1
DRIVE 3
DRIVE 2
DRIVE 4
0 +50 +500
+500+500
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
FALLS DRIVE
\ CONST. SHAWAN
DRIVE
SHAWAN FALLS
\ CONST.
DRIVE
SHAWAN FALLS
\ CONST.
DRIVE
SHAWAN FALLS
\ CONST.
8.35'
SIDEWALK
PROP. GRADE SHAWAN FALLS
99
100 PI Sta. 100+76.19101
102
202NJL
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NJL
XXXBRIDGE REPLACEMENTSHAWAN FALLS DRIVE W BRIDGE STREET
DRIVE AND
SHAWAN FALLS
REPLACEMENT
BRIDGE
SHAWAN FALLS
DETAIL
INTERSECTION
16
16
1" = 10'P:\PR58074\FRA\000000\Design\Roadway\Sheets\GI001.dgn Sheet 5/6/2022 5:10:42 PM jkelley5.2'37.
0'R4.0'
6.1'
5.0'
8.5'
25.
0'R6.0'
6.0'8.0'8.5'5.0'5.5'15.1'
5.5'
5.
5'
5.6'4.5'4.2'5.0'R3.0'R3.9'4.1'5.5'
8.0'5.0'5.0'5.0'5.0'5.0'EDGE LINE
EDGE LINE
¬ = 102° 58' 53"
R = 20.00'
L = 35.95'856.24856.50856.87857.51
ID | STATION | OFFSET
2 100+98.00
1 101+09.75 29.41' LT
33.04' RT
TYPE
CURB RAMP
TYPE D
TYPE C
1
SHAWAN FALLS DRIVE
856.19
855.98
856.58
856.19
EX. WALK 5.9'
856.14
L.P.24.00'12.00'
+88.60 856.68
+0
1.
8
1
+94.13 +14.4026.46' LT24.00' LT
857.19`
856.72`
2
9
.
8
4' RT+79.2912.00'
RT856.43+51.94+52.8128.00'
LT\ CONST. SHAWAN FALLS DRIVE
\ CONST. W BRIDGE STREET
¬ = 33° 59' 53"
R = 47.00'
L = 27.89'
¬ = 66° 12' 30"
R = 45.00'
L = 52.00'
¬ = 65° 04' 34"
R = 40.00'
L = 45.43'
2
3
4
5
6
+05.60
36.00' LT +20.2924.00'
LT2.00'
7.88'
855.75`855.76`
EX. WALK
EX. WALK
EX. WALK
(TBR)
EX. CURB RAMP
EX. CURB RAMP (TBR)
3 202+16.42 38.00' LTTYPE C
4 202+35.25 46.22' RTTYPE C
5 53.63' RTTYPE C
6 28.61' LTTYPE C
| CURB RAMP
99+73.44
99+90.21
Sta. 99+76.50, 71.47' Lt. =
\ CONST. SHAWAN FALLS DRIVE
Sta. 201+04.07, 87.58' Rt.
\ CONST. E BRIDGE STREET
Sta. 202+60.11, 81.31' Rt.
\ CONST. E BRIDGE STREET
Sta. 202+05.60, 76' Lt.
\ CONST. E BRIDGE STREET
STA. 200+93.26, 61.93' LT
\ CONST. E BRIDGE STREET
Sta. 101+20.29, 44' Lt.
\ CONST. SHAWAN FALLS DRIVE
Sta. 101+10.79, 68.82' Rt.
\ CONST. SHAWAN FALLS DRIVE
Sta. 99+39.70, 80.3' Rt.
\ CONST. SHAWAN FALLS DRIVE
5.0'
6.0'R4.0'+24.39
35.50' LT
6.8'5.4'RAMP 1
856.81
856.67
856.82
856.68
857.38
857.24
857.18
857.28
7.0%1.56%
857.13`
857.05`
856.46`
856.50`
+09.97
13.05' LT
+62.45
15.88' RT
+10.00
+10.00
26.93' RT
+36.05
24.00' LT
856.15
856.64
856.46
856.14
856.0119.5'
EDGE OF PAVEMENT ELEVATION/SAWCUT ELEVATION*
` = MATCH EXISTING5.
H.P. = HIGH POINT; L.P. = LOW POINT4.
FOR TOP OF CURB ELEVATION ADD 0.5' TO FACE OF CURB ELEVATION.3.
OTHERWISE NOTED IN DETAILS.
FOR FACE OF CURB ELEVATIONS, SUBTRACT 0.13' FROM EOP ELEVATION UNLESS 2.
ALL CURB RETURN ELEVATIONS AT 10' INTERVALS UNLESS OTHERWISE MARKED.
ALL BASELINE AND EOP ELEVATIONS AT 25' INTERVALS UNLESS OTHERWISE MARKED. 1.
NOTES:
+34.80, 36.00' LT
*856.25`/856.26`
*856.41`/856.41`
*856.50`/856.50`
H.P.
856.47`
*856.46`/
*856
.42
`/856
.43
`*856.26`/856.27`*856.22`/856.23`+79.37, 44.07' RT*8
5
6.20/85
6.22
*8
56.18/8
5
6.20
8
5
6
.
1
8
*
8
5
6
.
1
6
/
*
8
5
6.
9
4
`/
8
5
6.
9
3
`
*
8
5
7.0
0`/8
57.0
0`856.88`*856.89`
/
85
6.89`*857.07`/856.44`*856.43`/856.36`*856.36`/*856.50`/856.52`H.P.*856.61`/856.61`*856.59`/856.59`
*856.52`/856.54`
*856.38`/856.39`
*857.66`/857.68`
856.62
856.75
856.85
856.79
856.89
856.99
857.42
856.99
857.13
857.12
857.27
RESURFACING
PAVEMENT PLANING AND
STA. 101+62.45
101+52.71 TO
1.6% FROM STA.
FROM 8.33% TO
GUTTER SLOPE
TRANSITION
1.56%
1.56%EX. STONE WALL
PROP. STONE WALL
STA. 101+13.92
101+01.67 TO
1.6% FROM STA.
FROM 8.33% TO
GUTTER SLOPE
TRANSITION
1' FULL DEPTH PAVEMENT REPAIR
1' FULL DEPTH PAVEMENT REPAIR
PAVEMENT REPAIR
1' FULL DEPTH
100 PI Sta. 100+76.19101
102
PC St
a.
102+50.84PT Sta. 102+85.74103 104
PC Sta. 104+46.60105
¬ = 3°58'37"PC Sta. 10+81.4210 11
12200201202EX. 24" SANITARY, CITY OF DUBLIN, QL "B"12"12"E
X.
6"
S
A
NI
T
A
R
YEX. 6" ROOF DRAIN, QL "D"EX. 6" ROOF DRAIN, QL "D"EX. 6" ROOF DRAIN, QL "D"EX. 6" ROOF DRAIN, QL "D"PEDESTRI
ANSUSI
NGROADWAYPEDESTRIANSUSINGROADWAYONLYEMERGENCYVEHI
CLEWEI
GHT LI
MI
TSI
NGLE AXLE 29TTANDEM
37TEMERGENCYVEHICLEWEIGHT LIMITSINGLE AXLE 29TTANDEM 37TPARKI
NGNOTHI
SSI
DEOF STREETPARKINGNOTHISSIDEOF STREET1" = 20'
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END PROJECT
TO
BEGIN PROJECT
REPLACEMENT
BRIDGE
SHAWAN FALLS
TRAFFIC CONTROLBRIDGE REPLACEMENTSHAWAN FALLS DRIVEONLYONLYSTA. 103+25R3-H8bh-36STA. 101+29R3-H8bh-36PAVEMENT MARKING LEGEND
ITEM 644, CENTER LINE, 4", DOUBLE YELLOWCL
CH ITEM 644, CHANNELIZING LINE, 8", WHITE
CWL
SL
CV
A
ITEM 644, STOP LINE, 24", WHITE
SL
CV
A
A
A
CL
CH
CWL +51+86+75+71+45+39+29CH
ITEM 644, CHEVRON MARKING, 12", WHITE, 12' SPACING
ITEM 644, CROSSWALK LINE, 12", WHITE
SHAW AN FALLS DR
US33/SR161/BRIDGE ST9'+1810'10'+65ELW ITEM 644, EDGE LINE, 4", WHITE
ELW12'12'12'+04 +61+86+53+07+51+18ELW
100'R300'RPAYMENT SHALL BE PER ITEM 630.
TYPE XI, INCLUDING, SUPPLEMENTAL REQUIREMENTS S1.
REFLECTIVE SHEETING SHALL BE IN ACCORDANCE WITH ODOT SUPPLEMENT 1049 AND ACCORDING TO ASTM D 4956,
SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO ORDERING MATERIAL.
APPROVED BY THE CITY OF DUBLIN. NUTS AND BOLTS NEED NOT BE PAINTED. SHOP DRAWINGS AND COLOR SAMPLES
THOSE ITEMS IS MADE UNDER THIS ITEM OF WORK. SIGN BACKING SHALL BE COATED WITH 3M VINYL MATERIAL AS
ALL SIGNS ETC., SHALL BE COATED TO MATCH FEDERAL STANDARD 595-B COLOR #27038, BLACK. PAYMENT FOR
ALL VISIBLE ELEMENTS OF SIGN MOUNTING SYSTEMS, E.G. SIGN BACKING ASSEMBLIES, SUPPORT POSTS, BACK OF
(RD-10).
SIGNS SHALL FOLLOW BLACK ALUMINUM BACKER FRAME PANEL AND REFLECTIVE SHEETING PER SHEETS 3 AND 4 OF 6
PER CITY OF DUBLIN STANDARD CONSTRUCTION DRAWING RD-10, BRIDGE STREET DISTRICT TYPICAL STREET SIGNS,
TEMPORARY SIGNS.
ON POSTS OR POLE SUPPORTS, OR OVERHEAD MOUNTED ON MAST ARMS. THIS SPECIFICATION SHALL NOT APPLY TO
THIS SPECIFICATION INCLUDING PAINTING, APPLY TO ALL PERMANENT SIGNS WHETHER THEY ARE GROUND MOUNTED
DEVICES FOR STREETS AND HIGHWAYS, STATE REQUIREMENTS AND LOCAL REQUIREMENTS. THE REQUIREMENTS OF
ALL REGULATORY AND TRAFFIC CONTROL SIGNS SHALL COMPLY WITH OHIO MANUAL OF UNIFORM TRAFFIC CONTROL
ITEM 630 SIGN, FLAT SHEET, AS PER PLAN
ITEM 644, LANE ARROW, 96", WHITE
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P:\PR58074\FRA\000000\Design\MOT\Sheets\MN001.dgn Sheet 6/29/2022 8:03:54 AM worley18 MAINTENANCE OF TRAFFIC NOTESBRIDGE REPLACEMENTSHAWAN FALLS DRIVE& W BRIDGE ST
CORBINS MILL DR
SHAWAN FALLS DR/ 16/29/22NOTE MODIFICATIONAND MATERIALS NECESSARY TO CONSTRUCT AND MAINTAIN A
COMPLETE AND FUNCTIONAL IMPACT ATTENUATOR SYSTEM,
INCLUDING ALL RELATED BACKUPS, TRANSITIONS, LEVELING
PRICE BID AND SHALL INCLUDE ALL LABOR, TOOLS, EQUIPMENT
GATING IMPACT ATTENUATOR SHALL BE INCLUDED IN THE
COST OF THE GATING IMPACT ATTENUATOR.
PAYMENT FOR THE ABOVE WORK SHALL BE MADE AT THE UNIT
PADS, HARDWARE AND GRADING, NOT SEPARATELY SPECIFIED,
AS REQUIRED BY THE MANUFACTURER.
THE COST FOR THE ADDITIONAL BARRIER REQUIRED FOR A
THE ROADWAY STANDARDS APPROVED PRODUCTS WEB PAGE.
INSTALLATION SHALL BE AT THE LOCATIONS SPECIFIED IN
THE PLANS IN ACCORDANCE WITH THE MANUFACTURER'S
APPROVED LIST FOR WORK ZONE IMPACT ATTENUATORS, FROM
THIS ITEM SHALL CONSIST OF FURNISHING AND INSTALLING
A NON-GATING IMPACT ATTENUATOR. FURNISH AN IMPACT
ATTENUATOR FROM THE OFFICE OF ROADWAY ENGINEERING'S
SPECIFICATIONS.
WHEN GATING IMPACT ATTENUATORS ARE DESIRED, THE
CONTRACTOR SHALL SUBMIT DOCUMENTATION TO THE
ENGINEER FOR ACCEPTANCE.
CONTRACTOR SHALL SUPPLY APPROPRIATE TRANSITIONS.
THE CONTRACTOR SHALL REPAIR OR REPLACE A DAMAGED
UNIT WITHIN 24 HOURS OF A DAMAGING IMPACT.
WHEN BIDIRECTIONAL DESIGNS ARE SPECIFIED, THE
EXCAVATION FOR MAINTAINING TRAFFIC 250 CU. YD.
ITEM 614, MAINTAINING TRAFFIC, AS PER PLAN
DELINEATION OF PORTABLE BARRIER
CONTROL.
ITEM 616, WATER 1 M. GAL.
THE SPECIFICATIONS FOR PROTECTION OF COMPLETED ASPHALT
CONCRETE COURSES.
BARRIER REFLECTORS AND OBJECT MARKERS SHALL BE
PERIODS OF TIME CONSISTENT WITH THE REQUIREMENTS OF
PLACEMENT OF ASPHALT CONCRETE
TWO-WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES EXCEPT
THAT ONE-WAY TRAFFIC WILL BE PERMITTED FOR MINIMUM
INSTALLED ON ALL PORTABLE BARRIER (PB) USED FOR TRAFFIC
THE PB CONTAINS GLARE SCREEN, ONE SET OF THREE VERTICAL
STRIPES OF SHEETING SHALL BE CONSIDERED EQUIVALENT TO
AN OBJECT MARKER, ONE-WAY.
SHALL CONFORM TO C&MS 614.03 AND SCD MT-101.70. WHEN
BARRIER REFLECTORS SHALL CONFORM TO C&MS 626,
EXCEPT THAT THE SPACING SHALL BE AS PER TRAFFIC
SCD MT-101.70. OBJECT MARKERS AND THEIR INSTALLATION
PLAN.
IN WHICH NO WORK IS ANTICIPATED WITHIN A REASONABLE TIME
FRAME, AS DETERMINED BY THE ENGINEER, SHALL NOT BE
PERMITTED. THE LEVEL OF UTILIZATION OF MAINTENANCE OF
CLOSURES OR RESTRICTIONS OVER SEGMENTS OF THE PROJECT
LENGTH AND DURATION OF LANE CLOSURES AND RESTRICTIONS
SHALL BE AT THE APPROVAL OF THE ENGINEER. IT IS THE INTENT
TO MINIMIZE THE IMPACT TO THE TRAVELING PUBLIC. LANE
TRAFFIC DEVICES SHALL BE COMMENSURATE WITH THE WORK IN
MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. PAYMENT
FOR ALL LABOR, EQUIPMENT AND MATERIALS SHALL BE
INCLUDED IN THE LUMP SUM CONTRACT PRICE FOR ITEM 614,
PORTIONS OF THE SPECIFICATIONS, AS WELL AS THE OHIO
PROGRESS.
ALL WORK AND TRAFFIC CONTROL DEVICES SHALL BE IN
ACCORDANCE WITH C&MS 614 AND OTHER APPLICABLE
ROAD. ADDITIONAL SOIL BORINGS ALONG THE TEMPORARY
ROAD ARE NOT NORMALLY REQUIRED.
ITEM 614, OBJECT MARKER, TWO-WAY 17 EACH
CONDITIONS ARE ADEQUATE TO SUPPORT THE TEMPORARY
TEMPORARY ROAD UNDERCUTS IF WITHIN A CLOSE PROXIMITY
TO THE MAINLINE UNDERCUTS. A GEOTECHNICAL EVALUATION
SHOULD BE CONSIDERED TO DETERMINE IF THE EXISTING SOIL
ITEM 614, BARRIER REFLECTOR, TYPE 1,
BI-DIRECTIONAL 17 EACH
DUST CONTROL
THE CONTRACTOR SHALL FURNISH AND APPLY WATER FOR DUST
OR EMBANKMENT CONSTRUCTION, EVALUATE THE NEED FOR
FURNISHING, INSTALLING, MAINTAINING AND REMOVING EACH
OF THE ABOVE ITEMS.
MAINTAINING TRAFFIC, UNLESS SEPARATELY ITEMIZED IN THE
LABOR, INCIDENTALS AND EQUIPMENT NECESSARY FOR
THE FOLLOWING ESTIMATED QUANTITIES HAVE BEEN INCLUDED
IN THE PLANS AND CARRIED TO THE GENERAL SUMMARY:
PAYMENT SHALL BE FULL COMPENSATION FOR ALL MATERIAL,
CONSTRUCTION INITIATION
THE FOLLOWING QUANTITIES HAVE BEEN INCLUDED IN THE PLAN
FOR INFORMATION ONLY.
WHEN UNDERCUTS ARE NECESSARY FOR MAINLINE PAVEMENT
EARTHWORK FOR MAINTAINING TRAFFIC
CONFLICTING MARKINGS
COVERING SIGNS
TEMPORARY PAVEMENT MARKINGS
FOR ITEM 614-MAINTAINING TRAFFIC, AS PER PLAN.
SHALL BE INCLUDED IN THE LUMP SUM CONTRACT PRICE
TION AND REMOVAL OF TEMPORARY PAVEMENT MARKINGS
ALL MATERIALS AND LABOR ASSOCIATED WITH THE INSTALLA-
CONTRACT PRICE FOR ITEM 614 - MAINTAINING TRAFFIC, AS PER PLAN.
MARKINGS SHALL BE INCLUDED IN THE LUMP SUM
WITH THE MAINTENANCE OF THE TEMPORARY PAVEMENT
TEMPORARY PAVEMENT MARKINGS. ALL COSTS ASSOCIATED
TO INSPECT AND REQUIRE REPLACEMENT OF DAMAGED
UNSERVICEABLE. THE CITY ENGINEER SHALL HAVE THE RIGHT
TEMPORARY PAVEMENT MARKINGS THAT BECOME
PAVEMENT MARKINGS AND TO REPAIR AND/OR REPLACE ALL
REQUIRED TO INSPECT AND MAINTAIN ALL TEMPORARY
SHALL BE ITEM 642 - PAINT. THE CONTRACTOR SHALL BE
MARKINGS REQUIRED FOR THE MAINTENANCE OF TRAFFIC
BEYOND THE PROJECT LIMITS. ALL TEMPORARY PAVEMENT
THE CONTRACTOR SHALL NOT DAMAGE THE ROADWAY SURFACE
614-MAINTAINING TRAFFIC.
COSTS FOR COVERING SIGNS SHALL BE INCLUDED IN ITEM
COVERING OF SIGNS SHALL BE IN ACCORDANCE WITH 614.07.
CONFLICT WITH THE MAINTENANCE OF TRAFFIC SIGNING.
THE CONTRACTOR SHALL COVER ALL EXISTING SIGNS THAT
CONSTRUCTION PROJECT.
OF ANY AND ALL DELAYS AND/OR CHANGES REGARDING THE
CONTRACTOR WILL IMMEDIATELY INFORM THE CITY ENGINEER
PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. THE
THE CONTRACTOR WILL NOTIFY THE CITY ENGINEEER 14 DAYS
CLASS B, APP
ITEM 615 - PAVEMENT FOR MAINTAINING TRAFFIC,
LOCAL ACCESS
INCLUDED.
PERSONS THAT WERE GIVEN NOTICES WITH THE DATE OF THE NOTICE
REMAINING OPEN. THE ENGINEER SHALL BE GIVEN A LIST OF THE
COMMERCIAL ENTRANCE WITH THE OTHER COMMERCIAL ENTRANCE
48 HOURS BUT NOT MORE THAN 72 HOURS PRIOR TO CLOSURE OF ONE
OWNERS, RESIDENTS, OR BUSINESS OPERATORS IN WRITING AT LEAST
THE PLANS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING
COMMERCIAL PROPERTIES AT ALL TIMES UNLESS SHOWN OTHERWISE ON
INGRESS AND EGRESS SHALL BE MAINTAINED TO ALL PUBLIC AND
ITEM 614, LAW ENFORCEMENT OFFICER WITH PATROL CAR,
AS PER PLAN
CONTROL AS DIRECTED BY THE ENGINEER. CALCIUM CHLORIDE
SHALL NOT BE USED. THE FOLLOWING ESTIMATED QUANTITIES
HAVE BEEN INCLUDED FOR DUST CONTROL PURPOSES:
347 SY CLASS B, APP
PAVEMENT FOR MAINTAINING TRAFFIC,
FOR THIS PURPOSE:
QUANTITIES HAVE BEEN CARRIED TO THE GENERAL SUMMARY
AT THE DETAILED CROSS-SLOPE. THE FOLLOWING
EARTHWORK REQUIRED TO PROVIDE TEMPORARY PAVEMENT
PAVEMENT FOR MAINTAINING TRAFFIC. THIS INCLUDES ANY
THE CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY
PEDESTRIAN ACCOMMODATIONS
BRIDGE STREET.
USERS OF THE SHARED USE PATH AND SIDEWALK ADJACENT TO W
THE CONTRACTOR SHALL FOLLOW ODOT SCD MT-110.10 TO DETOUR
PER PLAN.
PRICE FOR ITEM 614, LAW ENFORCEMENT OFFICER WITH PATROL CAR, AS
OBTAIN THE SERVICES OF A LEO ARE INCLUDED WITH THE BID UNIT
(ADMINISTRATIVE OR OTHERWISE) INCURRED BY THE CONTRACTOR TO
BY THE LAW ENFORCEMENT AGENCY INVOLVED. ANY ADDITIONAL COSTS
THE HOURS PAID SHALL INCLUDE ANY MINIMUM SHOW-UP TIME REQUIRED
100 HOURS
ITEM 614, LAW ENFORCEMENT OFFICER WITH PATROL CAR, AS PER PLAN
THE GENERAL SUMMARY.
PLAN. THE FOLLOWING ESTIMATED QUANTITIES HAVE BEEN CARRIED TO
UNDER ITEM 614, LAW ENFORCEMENT OFFICER WITH PATROL CAR, AS PER
TASKS ABOVE SHALL BE PAID FOR ON A UNIT PRICE (HOURLY) BASIS
LEOS (WITH PATROL CAR) REQUIRED BY THE TRAFFIC MAINTENANCE
COUNTY SHERIFF'S OFFICE, OR OHIO STATE HIGHWAY PATROL.
ENFORCEMENT AGENCY'S: CITY OF DUBLIN (614-410-4800), FRANKLIN
PARTIES. THE CONTRACTOR SHALL UTILIZE ANY OF THE FOLLOWING LAW
WILL RESOLVE ANY ISSUES THAT MAY ARISE BETWEEN THE TWO
HAVE FINAL CONTROL OVER THE LEOS' DUTIES AND PLACEMENT, AND
PLANS WITH RESPECT TO DUTIES OF THE LEOS. THE ENGINEER SHALL
APPROPRIATE AGENCIES AND COMMUNICATING THE INTENTIONS OF THE
RESPONSIBLE FOR SECURING THE SERVICES OF THE LEOS WITH THE
AT THE DIRECTION OF THE CONTRACTOR. THE CONTRACTOR IS
WHERE COMPLETE BLOCKAGE OF TRAFFIC IS REQUIRED. THE LEOS WORK
B. DURING THE ENTIRE ADVANCE PREPARATION AND CLOSURE SEQUENCE
INTERSECTIONS IN WORK ZONES.
CLOSURE TO MANUALLY CONTROL TRAFFIC MOVEMENTS THROUGH
SHOULD BE POSITIONED AT THE POINT OF LANE RESTRICTION OR ROAD
LANE CLOSURE ARRANGEMENTS ARE INITIATED. IN GENERAL, LEOS
PERIODS, SUBSTANTIAL SHIFTS OF A CLOSURE POINT OR WHEN NEW
A. FOR LANE CLOSURES: DURING INITIAL SET-UP PERIODS, TEAR DOWN
FOR THE FOLLOWING TRAFFIC CONTROL TASKS:
OF THE APPROPRIATE LAW ENFORCEMENT AGENCY) SHALL BE PROVIDED
TOP-MOUNTED EMERGENCY FLASHING LIGHTS AND COMPLETE MARKINGS
A UNIFORMED LEO WITH AN OFFICIAL PATROL CAR (CAR WITH
ADDITION TO THE REQUIREMENTS OF ODOT C&MS 614 AND THE OMUTCD,
NOT BE USED WHERE THE OMUTCD INTENDS THAT FLAGGERS BE USED. IN
PERMITTED AT PROJECT COST UNLESS PRIOR APPROVAL. LEOS SHOULD
THAN THE USES SPECIFIED BELOW IN THIS NOTE WILL NOT BE
USE OF LAW ENFORCEMENT OFFICERS (LEOS) BY CONTRACTORS OTHER
ITEM 614, WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS, UNIDIRECTIONAL
ITEM 614, WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS, BIDIRECTIONAL
PLAN.
CONTRACT PRICE FOR ITEM 614-MAINTAINING TRAFFIC, AS PER
CONFLICTING MARKINGS SHALL BE INCLUDED IN THE LUMP SUM
ACCORDANCE WITH 614.11 AND 641.10. THE COST FOR REMOVAL OF
TRAVELING PUBIC DURING DAYLIGHT OR NIGHTTIME HOURS IN
REMOVE ALL EXISTING CONFLICTING MARKINGS VISIBLE TO THE
THE CONTRACTOR SHALL, PRIOR TO PLACING TEMPORARY MARKINGS,
1
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19
& W BRIDGE ST
CORBINS MILL DR
SHAWAN FALLS DR/ MAINTENANCE OF TRAFFIC NOTESBRIDGE REPLACEMENTSHAWAN FALLS DRIVESEQUENCE OF CONSTRUCTION
- NO MOT PLAN VIEW SHEET PROVIDED FOR PHASE 5.
OTHER REMAINING ITEMS.
A. CONSTRUCT FINAL SURFACE COURSE, PAVEMENT MARKINGS, AND ANY
PHASE 5:
- NO MOT PLAN VIEW SHEET PROVIDED FOR PHASE 4.
CONTROL PER SCD MT-97.10.
THE EAST SIDE OF SHAWAN FALLS DRIVE VIA 1-LANE, 2-WAY FLAGGER
A. CONSTRUCT THE CURB RAMP AND SIDEWALK AT STATION 106+26 ON
PHASE 4:
- NO MOT PLAN VIEW SHEET PROVIDED FOR PHASE 3.
1-LANE, 2-WAY FLAGGER CONTROL PER SCD MT-97.10.
SHAWAN FALLS DRIVE INCLUDING THE CURB AND ADA CURB RAMP VIA
B. CONSTRUCT THE NORTHWEST CORNER OF W BRIDGE STREET AND
FLAGGER CONTROL PER SCD MT-97.10.
SIDEWALK, DRIVEWAYS, CURB, AND ADA CURB RAMPS VIA 1-LANE, 2-WAY
A. CONSTRUCT THE WEST SIDE OF SHAWAN FALLS DRIVE INCLUDING THE
PHASE 3:
OPERATIONAL).
SHAWAN FALLS DRIVE, INCLUDING THE SIGNAL (FULLY INSTALLED AND
B. CONSTRUCT THE NORTHEAST CORNER OF W BRIDGE STREET AND
ROADWAY (INTERMEDIATE COURSE) AND BRIDGE.
A. CONSTRUCT THE EAST SIDE OF SHAWAN FALLS DRIVE INCLUDING THE
PHASE 2:
C. CONSTRUCT THE TEMPORARY PAVEMENT.
EXCLUDING THE CURB, DRIVEWAYS, SIGNAL, AND SIDEWALK.
WIDENING OF THE ROADWAY (INTERMEDIATE COURSE) AND BRIDGE;
B. CONSTRUCT THE WEST SIDE OF SHAWAN FALLS DRIVE INCLUDING THE
A. CONSTRUCT THE 8" WATER LINE.
PHASE 1:
PI Sta. 95+86.4696
97
98PC Sta. 98+00.98PT Sta. 98+83.7799
100 PI Sta. 100+76.19101¬ = 3°58'37"2002012022031" = 20'
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TO
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REPLACEMENT
BRIDGE
SHAWAN FALLS MAINTENANCE OF TRAFFIC - PHASE 1BRIDGE REPLACEMENTSHAWAN FALLS DRIVEENDROAD WORKEND
ROAD WORK
WORKROADAHEADWORK
ROAD
AHEAD
ENDROAD WORKSTA. 98+47W20-1-36STA. 98+51G20-2-36W20-1-36G20-2-36
W20-1-36G20-2-36WORKROADAHEADMATCHLI
NE STA.
101+50SL CL+07+0210'
EL
EL
+91
LEGEND
D DRUMS (20' SPACING)
PORTABLE BARRIER
IMPACT ATTENUATOR
TEMPORARY PAVEMENT
EL
SL
CL
DL
CH
A ITEM 614, LANE ARROW, CLASS I
ITEM 614, CHANNELIZING LINE, 8", CLASS I
ITEM 614, CENTER LINE, CLASS I
ITEM 614, STOP LINE, CLASS I
1
7
3'R20'R19'R26.46' LT
101+14.40
27.24' LT
101+33.91
35.50' LT
101+28.6148.49' LT
101+00.80
25.04' LT
101+13.92
PB
IA
WORK AREA
CORBINS MILL DR
PB
PB
US 33/SR 161/BRIDGE STITEM 614, EDGE LINE, WHITE, 4", CLASS I
ITEM 614, DOTTED LINE, YELLOW, 4", CLASS I
DIRECTION OF TRAFFIC
FALLS DRSHAWAN
30'R+03
ITEM 614, DOTTED LINE, WHITE, 4", CLASS IDLW
PER ODOT SCD MT-110.10.
1. CONTRACTOR SHALL PROVIDE PEDESTRIAN DETOUR
NOTE:
102
PC St
a.
102+50.84PT Sta. 102+85.74103 104
PC Sta. 104+46.60105
106PT Sta. 106+51.39PC Sta. 10+81.4210
1" = 20'
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STA. 101+50
REPLACEMENT
BRIDGE
SHAWAN FALLS MAINTENANCE OF TRAFFIC - PHASE 1BRIDGE REPLACEMENTSHAWAN FALLS DRIVEWORKROADAHEADENDROAD WORKSTA. 106+15G20-2-36STA. 106+15W20-1-36STBMATCHLINE STA.
101+50CL 10'10'10'10'+70+58+23EL
EL
38.78' LT
103+34.42
698'R36.29' LT
102+23.88
28.63' LT
102+24.09
24.00' LT
102+27.15 24.00' LT
102+70.29
13.07' LT
103+09.48
36.73' LT
103+43.55
12.00' LT
104+03.88
11.81' LT
103+88.47
522'R+65D
14.19' LT
103+88.28
29.66' LT
103+62.30
13.70' LT
103+61.66
D
D
SHAWAN FALLS DR
PB IA
20*FOR LEGEND, SEE MAINTENANCE OF TRAFFIC SHEET
A
A
10'10'4'VARIESVARIES
0.016
PAVEMENT
TEMPORARY1:1 SLOPE
TERRAIN
EXISTING
SECTION A-A
ROADWAY
EXISTINGWORKZONE78'R38.62' LT
103+43.55
39.19' LT
103+17.07
+0854'R2'
10' SPACING
10' SPACING
10' SPACING
78'R29.67' LT
103+61.33
30.04' LT
103+88.63
DRIVEWAY CLOSED
SHAWAN FALLS DR.
| CONST.
EXISTING
#250
BUILDING
#650
BUILDING
#700
RUN FALLS
INDIAN
IS PART OF MOT LUMP SUM.
REPLACED WITH ORIGINAL.
OF WORK IN AREA, FRAME AND CASTING SHALL BE
WITH PAVEMENT. UPON COMPLETION
24" DIAMETER CATCH BASINS (AA-S113). ENSURE FLUSH
MANHOLE FRAME GROUND RIM (AA-S138) AND GRATING FOR
REMOVED AND STORED. REPLACED WITH MODIFIED HEIGHT
EX. CURB INLET MANHOLE FRAM AND CASTING SHALL BE
TO TEMPORARY PAVEMENT.
EXISTING ROOF DRAIN
TEMPORARILY DIVERT
250 W. BRIDGE STREET.
REMAIN OPEN AT ALL TIMES TO
AT LEAST ONE DRIVEWAY SHALL
WITHIN DRIVEWAY LIMITS.
CONSTRUCT TEMPORARY PAVEMENT
21'R
PI Sta. 95+86.4696
97
98PC Sta. 98+00.98PT Sta. 98+83.7799
100 PI Sta. 100+76.19101¬ = 3°58'37"200201202203ONLYONLYONLY1" = 20'
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TO
BEGIN PROJECT
REPLACEMENT
BRIDGE
SHAWAN FALLS MAINTENANCE OF TRAFFIC - PHASE 2BRIDGE REPLACEMENTSHAWAN FALLS DRIVEWORKROADAHEADENDROAD WORKWORKROADAHEADEND
ROAD WORK
WORK
ROAD
AHEAD
ENDROAD WORKONLYW20-1-36G20-2-36
G20-2-36W20-1-36STA. 96+14G20-2-36STA. 96+28W20-1-36STA.
99+25R3-H8bj
-36MATCHLI
NE STA.
101+50A A
CL
CH
SL
EL
DL
EL
EL
SL+93
+19+87+75
+11+54243'R+31+79+69+91+13+1641'R44'R+91+22+55+51+49+73+88+99+10D 12'12'10'10'
CL
A
A
PB
IA12'US33/SR161/ BRIDGE STFALLS DRSHAWAN
CORBINS MILL DR
20*FOR LEGEND, SEE MAINTENANCE OF TRAFFIC SHEET
+35
+55
+65
43'R
26'R
+24+33555'RDLW
PB
+43+13DURING MOT PHASE 2.
COVER EXISTING LANE USE SIGN
SIGNAL HEADS SHALL BE SHIFTED 34' WEST.
SHALL BE SHIFTED 17' WEST. THE NORTHBOUND CORBIN MILL DR
ALIGNMENT. THE SOUTHBOUND SHAWAN FALLS DR SIGNAL HEADS
2. CONTRACTOR SHALL ADJUST THE EXISTING SIGNAL HEAD
PER ODOT SCD MT-110.10.
1. CONTRACTOR SHALL PROVIDE PEDESTRIAN DETOUR
NOTE:
1 17/12/22ADDED NOTE
102
PC St
a.
102+50.84103 104
PC Sta. 104+46.60105
106PT Sta. 106+51.3910
7PC Sta. 10+81.4212"1" = 20'
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END PROJECT
TO
STA. 101+50
REPLACEMENT
BRIDGE
SHAWAN FALLS MAINTENANCE OF TRAFFIC - PHASE 2BRIDGE REPLACEMENTSHAWAN FALLS DRIVEWORKROADAHEADENDROAD WORK10MPH10MPHSTA. 107+07G20-2-36STA. 107+07W20-1-36STA. 102+18W13-1P-18W1-4R-30STA. 105+04W13-1P-18W1-4R-30MATCHLI
NE STA.
101+50EL
CL
D
+04+3810'10'
D
D
D
EL
SHAW AN FALLS DR
20
PB IA
*FOR LEGEND, SEE MAINTENANCE OF TRAFFIC SHEET+64+18+12+2210' SPACING
5' SPACING
5' SPACING
DRIVEWAY CLOSED
#250
BUILDING
#650
BUILDING
#700
RUN FALLS
INDIAN
JED
MSL
66
4/7/22
58074
MSL
NONE
P:\PR58074\FRA\000000\Design\Drainage\Sheets\DE001.dgn Sheet 5/6/2022 5:10:56 PM jkelley24
24
REPLACEMENT
BRIDGE
SHAWAN FALLS
NOTES
EROSION CONTROL
SEDIMENT &
JEDBRIDGE REPLACEMENTSHAWAN FALLS DRIVEWITHIN 24 HOURS AFTER A RAIN EVENT OF GREATER THAN 0.5 INCHES IN A 24-HOUR PERIOD.
ONCE EVERY 7 CALENDAR DAYS AND/OR
THE PROJECT.
IDENTIFYING ANY INCIDENTS OF NONCOMPLIANCE. KEEP RECORDS 3 YEARS AFTER COMPLETION OF
PLAN, A CERTIFICATION THAT THE FACILITY IS IN COMPLIANCE WITH THE PLAN, AND
RELATING TO THE IMPLEMENTATION OF THE TEMPORARY EROSION AND SEDIMENT CONTROL
NAME(S) AND QUALIFICATIONS OF PERSONNEL MAKING THE INSPECTION, MAJOR OBSERVATIONS
INSPECTION COMPLETION. THE REPORT SHALL CONTAIN THE RESULTS OF THE INSPECTION,
PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE CITY ENGINEER WITHIN 48 HOURS OF
WHETHER ADDITIONAL MEASURES ARE REQUIRED. ACCEPTABLE INSPECTION REPORTS SHALL BE
MAINTENANCE OF EXISTING AND PROPOSED EROSION/SEDIMENTATION MEASURES; AND DETERMINE
ASSOCIATED WITH THE PROJECT; EVALUATE THE ADEQUACY, IMPLEMENTATION, AND
THESE INSPECTIONS SHALL IDENTIFY AREAS CONTRIBUTING TO STORMWATER DISCHARGES
WITHIN 24 HOURS AFTER A RAIN EVENT OF GREATER THAN 0.5 INCHES IN A 24-HOUR PERIOD.
CONTRACTOR IN THE PRESENCE OF THE CITY ENGINEER,
RESPONSIBILITY OF THE CONTRACTOR. INSPECTIONS SHALL BE PERFORMED BY THE
EROSION/SEDIMENT CONTROL DEVICES REQUIRED BY THE CITY ENGINEER SHALL BE THE SOLE
PERFORMANCE OF THEIR INTENDED FUNCTION. MAINTENANCE AND INSPECTION OF ALL
REQUIREMENTS. THEY SHALL BE MAINTAINED AND REPAIRED AS NEEDED TO ENSURE CONTINUED
CONTROL PRACTICES SHALL BE DESIGNED AND CONSTRUCTED TO MINIMIZE MAINTENANCE
MAINTENANCE AND INSPECTION - ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT15.
PROBLEMS.
ENGINEER'S RECOMMENDATIONS TO CORRECT, ELIMINATE, OR ADEQUATELY ADDRESS THE
THEM UNLESS THE WORK IS DONE IN ACCORDANCE WITH A QUALIFIED PROFESSIONAL
LANDSLIDING SHALL NOT BE GRADED, EXCAVATED, FILLED, OR HAVE LOADS IMPOSED UPON
PLACING IS AUTHORIZED BY THE CITY ENGINEER. UNSTABLE SOILS PRONE TO SLIPPING OR
READILY SLOUGH, SLIP, OR ERODE INTO A WATER RESOURCE UNLESS SUCH DUMPING OR
DUMPED OR PLACED INTO A WATER RESOURCE OR INTO SUCH PROXIMITY THAT IT MAY
SLOUGHING AND DUMPING - NO SOIL, ROCK, DEBRIS, OR ANY OTHER MATERIAL SHALL BE14.
TRACKING OF SEDIMENTS BY VEHICLES AND EQUIPMENT IS ELIMINATED.
ONTO PUBLIC ROADS. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT OFF-SITE
TRANSPORT ONTO SURFACES WHERE RUNOFF IS NOT CHECKED BY SEDIMENT CONTROLS, OR
CONSTRUCTION ACCESS ROUTES - MEASURES SHALL BE TAKEN TO PREVENT SOIL13.
TEMPORARY CULVERT SHALL BE PROVIDED.
MUST BE CROSSED BY CONSTRUCTION VEHICLES REGULARLY DURING CONSTRUCTION, A
STABILIZE THE WORK AREA DURING CONSTRUCTION TO MINIMIZE EROSION. WHERE A STREAM
OF STREAMS. WHERE IN-CHANNEL WORK IS NECESSARY, PRECAUTIONS SHALL BE TAKEN TO
STOPPED. TO THE EXTENT PRACTICABLE, CONSTRUCTION VEHICLES SHALL BE KEPT OUT
RESTABILIZED IMMEDIATELY AFTER IN-CHANNEL WORK IS COMPLETED, INTERRUPTED, OR
WORKING IN OR CROSSING STREAMS - STREAMS INCLUDING BED AND BANKS SHALL BE12.
AND AS DIRECTED BY THE CITY ENGINEER.
FACILITY. THESE CONTROLS SHALL BE SELECTED AND LOCATED AS INDICATED IN THE PLANS
TREATED TO REMOVE SEDIMENT, UNLESS THE STORM SEWER SYSTEM DRAINS TO A SETTLING
WILL NOT ENTER THE STORM SEWER SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE
RUNOFF FROM THE PROJECT AREA SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER
STORM SEWER INLET PROTECTION - ALL STORM SEWER INLETS WHICH ACCEPT WATER11.
TO FUNCTION UNTIL THE UPSLOPE DEVELOPMENT AREA IS STABILIZED.
CONSTRUCTION AND WITHIN 7 DAYS FROM THE START OF GRUBBING. THEY SHALL CONTINUE
INTENDED TO TRAP SEDIMENT SHALL BE IMPLEMENTED AS THE FIRST STEP OF GRADING OR
SETTLING FACILITIES, SEDIMENT FILTERS, PERIMETER CONTROLS, AND OTHER PRACTICES10.
7 DAYS AFTER AREA OR SECTION HAS BEEN OPENED.
BACKFILL TRENCHES IMMEDIATELY AFTER USE. SEED AND MULCH TRENCH AREA WITHIN9.
EROSION CONTROL VALUE.
ACTUAL CONSTRUCTION. PROTECT THE REMAINING TO PRESERVE THEIR AESTHETIC AND
REMOVE ONLY THE TREES, SHRUBS, AND GRASSES THAT MUST BE REMOVED TO PERMIT8.
MAINTAIN DRAINAGE AND AESTHETICS.
FINAL GRADING WILL BE CONSISTENT WITH PRECONSTRUCTION TOPOGRAPHY TO7.
ANCHORED STRAW MULCH.
ARE TO BE PROTECTED THROUGH THE USE OF TEMPORARY SEEDING, OR COVERED WITH
ALL DENUDED AREAS, INCLUDING STOCKPILED TOPSOIL AND EXCAVATED MATERIAL,6.
BEFORE GROWTH OF PERMANENT GROUND COVER.
TEMPORARY SEDIMENT DEVICES AT THE CONCLUSION OF CONSTRUCTION BUT NOT
ESTABLISHED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL
THAT ARE INSTALLED SHALL BE MAINTAINED UNTIL VEGETATIVE GROWTH HAS BEEN
SEEDED WITHIN 7 CALENDAR DAYS OF THE DISTURBANCE. OTHER SEDIMENT CONTROLS
DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR 14 DAYS OR MORE SHALL BE5.
TIMES CONSISTENT WITH EROSION CONTROL PRACTICES.
THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE OF THE WORK AREA AT ALL4.
TEMPORARY GROUND COVER. THE USE OF STRAW BALES IS PROHIBITED.
NOT LIMITED TO: SEDIMENT FILTERS, WATTLES, INLET PROTECTION, AND
ACCEPTED METHODS OF PROVIDING EROSION/SEDIMENT CONTROL INCLUDE BUT ARE3.
SEWERS, WHETHER SPECIFICALLY SHOWN ON THE PLANS OR NOT.
LEAVES THE PROJECT, INCLUDING WATERWAYS, OVERLAND SHEET FLOW, AND STORM
THE CONTRACTOR SHALL PROVIDE SEDIMENT CONTROL AT ALL POINTS WHERE WATER2.
THE DEVELOPER OF THE STORMWATER DISCHARGE.
SPECIFICATIONS AND THE CITY ENGINEER. THE CONTRACTOR SHALL BE CONSIDERED
OHIO EPA, ITEM 207 OF OHIO DEPARTMENT OF TRANSPORTATION (ODOT) STANDARD
THE DESIGN OF EROSION CONTROL SYSTEMS SHALL FOLLOW THE REQUIREMENTS OF1.
CONTROL MEASURES4.0
PROHIBITED CONSTRUCTION ACTIVITIES5.0
CONTROL MEASURES4.0
POST-CONSTRUCTION STORM WATER TREATMENT.
THE PROJECT AREA IS LESS THAN ONE ACRE AND WILL NOT REQUIRE
POST-CONSTRUCTION STORM WATER CONTROL6.0
SPECIFIED BY THE CITY ENGINEER FOR SAID PURPOSES.
CONSTRUCTION MATERIALS ON PROPERTY (PUBLIC OR PRIVATE) NOT PREVIOUSLY
STORING CONSTRUCTION EQUIPMENT AND VEHICLES AND/OR STOCKPILING9.
OPEN BURNING OF PROJECT DEBRIS WITHOUT A PERMIT.8.
WETLANDS, OR SURFACE WATERS.
DISPOSAL OF TREES, BRUSH, AND OTHER DEBRIS IN ANY STREAM CORRIDORS,7.
DAMAGING VEGETATION OUTSIDE OF THE CONSTRUCTION AREA.6.
PERMANENT OR UNSPECIFIED ALTERATION OF THE FLOWLINE OF A STREAM.5.
THERETO.
RIVERS, STREAMS, IMPOUNDMENTS, OR INTO NATURAL OR MAN-MADE CHANNELS LEADING
MATERIALS, RAW SEWAGE, AND/OR ANY OTHER HARMFUL WASTE, INTO OR ALONGSIDE OF
DISCHARGING POLLUTANTS SUCH AS CHEMICALS, FUELS, LUBRICANTS, BITUMINOUS4.
DRAINS.
INTO ANY SURFACE WATERS, ANY STREAM CORRIDORS, ANY WETLANDS, OR STORM
PUMPING OF SEDIMENT LADEN WATER FROM TRENCHES OR OTHER EXCAVATIONS3.
LIMITS.
STREAM CORRIDORS, ANY WETLANDS, ANY SURFACE WATERS, OR OUTSIDE THE EASEMENT
INDISCRIMINATE, ARBITRARY, OR CAPRICIOUS OPERATION OF EQUIPMENT IN ANY2.
FLOOD PLAINS, EVEN WITH THE PERMISSION OF THE PROPERTY OWNER.
DISPOSING OF EXCESS OR UNSUITABLE EXCAVATED MATERIAL IN WETLANDS OR1.
ACTIVITIES, OR OPERATIONS INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:
THE PUBLIC HEALTH AND SAFETY. PROHIBITED CONSTRUCTION PROCEDURES,
OPERATIONS THAT MAY UNNECESSARILY IMPACT THE NATURAL ENVIRONMENTAL OR
THE CONTRACTOR SHALL NOT USE CONSTRUCTION PROCEDURES, ACTIVITIES, OR
INSPECTION REPORTS·
A COPY OF THE CONSTRUCTION GENERAL PERMIT·
CORRECTIVE ACTION AND SWP3 AMENDMENT LOGS·
DATES OF GRADING, CONSTRUCTION ACTIVITY, AND STABILIZATION·
KEPT AT THE PROJECT SITE AND MADE AVAILABLE FOR INSPECTORS TO REVIEW:
RECORD KEEPING - THE FOLLOWING IS A LIST OF RECORDS THAT WILL NEED TO BE22.
MATERIALS USED TO CONSTRUCT THE AREA WILL BE REMOVED AND DISPOSED OF OFF-SITE.
LONGER NEEDED FOR THE CONSTRUCTION PROJECT, THE HARDENED CONCRETE AND
WILL BE PROPERLY DISPOSED OF OFF-SITE. WHEN THE TEMPORARY WASHOUT AREA IS NO
TRUCKS AND CHUTES WILL BE WASHED IN THE DESIGNATED AREA OR CONCRETE WASTES
NOT BE CONDUCTED DURING OR BEFORE AN ANTICIPATED STORM EVENT. CONCRETE MIXER
CONCRETE EQUIPMENT OPERATORS USE THE PROPER FACILITY. CONCRETE POURS WILL
SHALL BE POSTED MARKING THE LOCATION OF THE WASHOUT AREA TO ENSURE THAT
TEMPORARY ABOVE-GRADE CONCRETE WASHOUT AREA SHALL BE CONSTRUCTED. SIGNS
CONCRETE WASHOUT - IF CONCRETE IS NEEDED AT THE SITE, A DESIGNATED21.
TO SURVIVE ADVERSE WEATHER CONDITIONS.
ADEQUATE COVER AND IS MATURE ENOUGH TO CONTROL SOIL EROSION SATISFACTORILY &
COVER IS ACHIEVED WHICH, IN THE OPINION OF THE APPROVING AGENCY, PROVIDES
PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL GROUND20.
ADJUSTMENTS TO THE SWP3.
CONTRACTOR SHALL ALSO BE SOLELY RESPONSIBLE TO PERFORM ALL UPDATES AND
RESPONSIBLE TO ENSURE THE IMMEDIATE AVAILABILITY OF THE SWP3 ON-SITE. THE
SWP3 AVAILABILITY AND UPDATES - THE CONTRACTOR SHALL BE SOLELY19.
AND SWP3.
UPDATES AND ADJUSTMENTS TO THE TEMPORARY EROSION AND SEDIMENT CONTROL PLAN
ON-SITE. THE CONTRACTOR SHALL ALSO BE SOLELY RESPONSIBLE TO PERFORM ALL
AVAILABILITY OF THE TEMPORARY EROSION AND SEDIMENT CONTROL PLAN AND SWP3
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO ENSURE THE IMMEDIATE
TEMPORARY EROSION AND SEDIMENT CONTROL PLAN AVAILABILITY AND UPDATES -18.
ANY STORMWATER FLOW.
CONTRACTOR SHALL ALSO ENSURE THAT NO SOLID OR LIQUID WASTE IS DISCHARGED INTO
TRACKED OFF-SITE BY CONSTRUCTION EQUIPMENT, VEHICLES, AND WORKERS. THE
ADDITIONAL CONTROLS - THE CONTRACTOR SHALL ENSURE THAT NO SEDIMENTS ARE17.
IN SUCH A MANNER AS TO ELIMINATE EROSION FROM SUCH DISCHARGE.
OPERATIONS OR FROM MORE EXTENSIVE DEWATERING OPERATIONS, SHALL BE DISCHARGED
AND DEWATERING OPERATIONS, WHETHER SPECIFICALLY FROM TRENCH DEWATERING
OUTFLOWS FROM DEWATERING OPERATIONS - ALL WATER PRODUCED FROM CLEANING16.
AND REVISE THIS SCHEDULE TO REFLECT THE ACTUAL SCHEDULE.
ACTIVITIES IS ATTACHED IN THE ADDENDUM SECTION E. CONTRACTOR SHALL UPDATE
1/2 INCH. THE TENTATIVE SCHEDULE FOR THE EROSION AND SEDIMENT CONTROL
STABILIZATION METHODS WHEN A 24-HOUR RAINFALL EVENT IS EXPECTED TO EXCEED
WEATHER FORECASTS AND DIRECT INSTALLATION OF COVERINGS OR OTHER
DISTURBING ACTIVITIES. THE CONSTRUCTION MANAGER WILL MONITOR REGIONAL
EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED PRIOR TO SOIL
IMPLEMENTATION SCHEDULE3.4
USES WERE PRIMARILY COMMERCIAL.
RIGHTS-OF-WAY AND/OR PRIVATELY OWNED COMMERCIAL PROPERTY. PRIOR LAND
THE MAJORITY OF AREAS WHERE SOIL WILL BE DISTURBED ARE CURRENTLY MOWED
PRIOR LAND USES3.3
THE SWP3 ADDENDUM SECTION D.
6 PERCENT SLOPES. SOIL SURVEY INFORMATION IS PROVIDED IN
THE PRINCIPAL SOIL TYPE MAPPED IN THE PROJECT AREA IS RITCHEY SILT LOAM, 2 TO
SOIL DATA3.2
ADDENDUM SECTION C.
AFTER CONSTRUCTION ACTIVITIES COMMENCE. A BLANK LOG IS PROVIDED IN THE
MAINTAINED TO DOCUMENT THE GRADING AND STABILIZATION ACTIVITIES WHICH OCCUR
COMPLETION OF THE PROJECT. A "GRADING AND STABILIZATION LOG" WILL BE
WILL ALSO BE NECESSARY. DISTURBED SURFACE AREAS WILL BE STABILIZED AT THE
GRADING FOR THE CONSTRUCTION OF THE ROAD. STOCKPILES AND STAGING AREAS
RIGHT-OF-WAY. THE SOIL DISTURBING ACTIVITIES WILL INCLUDE EXCAVATION AND
RIGHTS-OF-WAY AND/OR LANDSCAPED PRIVATE PROPERTY ADJACENT TO THE
THE MAJORITY OF AREAS WHERE SOIL WILL BE DISTURBED ARE CURRENTLY MOWED
SOUTH FORK INDIAN RUN.
W BRIDGE STREET IN DUBLIN, OHIO. THE PROJECT WILL REPLACE THE BRIDGE OVER
THE PROJECT IS LOCATED AT THE INTERSECTION OF SHAWAN FALLS DRIVE WITH
SITE DESCRIPTION/CONSTRUCTION ACTIVITY3.1
SITE DESCRIPTION3.0
OF THE SWP3 ADDENDUM.
WITH CONSTRUCTION ACTIVITY. A PLAN AMENDMENT LOG IS PROVIDED IN SECTION G
OBJECTIVES OF CONTROLLING POLLUTANTS IN STORM WATER DISCHARGES ASSOCIATED
OF THE STATE OR IF THE SWP3 PROVES TO BE INEFFECTIVE IN ACHIEVING THE GENERAL
EFFECT ON THE POTENTIAL FOR THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS
DESIGN, CONSTRUCTION, OPERATION OR MAINTENANCE, WHICH HAS A SIGNIFICANT
THE SWP3 WILL BE AMENDED BY THE CONTRACTOR WHENEVER THERE IS A CHANGE IN
PLAN AMENDMENT2.2
SUBMITTED TO THE OHIO EPA.
WRITTEN CERTIFICATION THAT THE REQUESTED CHANGES HAVE BEEN MADE WILL BE
REQUIREMENTS OF THE GENERAL PERMIT. IF REQUESTED, THE REVISED SWP3 OR A
FROM THE OHIO EPA THAT THE SWP3 DOES NOT MEET ONE OR MORE OF THE MINIMUM
THE SWP3 WILL BE AMENDED BY THE CONTRACTOR WITHIN 10 DAYS AFTER NOTIFICATION
PLAN REVISION2.1
PLAN REVISION AND AMENDMENT2.0
UNDERSTAND THE CONDITIONS AND RESPONSIBILITIES OF THE SWP3.
CONTRACTORS AND SUBCONTRACTORS, ACKNOWLEDGING THAT THEY HAVE REVIEWED AND
SWP3 AND THE ACKNOWLEDGMENT FORM FOR RECORDING THE SIGNATURES OF ALL
SECTION B OF THE SWP3 ADDENDUM CONTAINS THE CERTIFICATION STATEMENT FOR THE
UTILIZED THROUGHOUT THE PROJECT.
PROVIDE EROSION AND SEDIMENT CONTROL AND STORM WATER MANAGEMENT WILL BE
LESS THAN ONE ACRE OF LAND AREA. ALL REQUIRED PREVENTATIVE MEASURES TO
GRUBBING, AND/OR FILLING ACTIVITIES WHICH WILL RESULT IN THE DISTURBANCE OF
ACTIVITIES DURING THE PROJECT WILL INCLUDE CLEARING, GRADING, EXCAVATING,
STORM WATER POLLUTION.
FROM THE PROJECT AND TO ESTABLISH MEASURES AND PROCEDURES FOR PREVENTING
THIS SWP3 IS TO IDENTIFY THE POTENTIAL SOURCES OF STORM WATER POLLUTION
GENERAL STORM WATER PERMIT NO. OHC000004 (GENERAL PERMIT). THE PURPOSE OF
PREPARED BY BURGESS & NIPLE TO COMPLY WITH THE OHIO EPA CONSTRUCTION
THIS PRELIMINARY STORM WATER POLLUTION PREVENTION PLAN (SWP3) HAS BEEN
INTRODUCTION1.0
P:\PR58074\FRA\000000\Design\Drainage\Sheets\DE001.dgn Sheet 5/6/2022 5:10:57 PM jkelleyNET WRAP.
100% NATURAL STRAW ROLLS WITH 0.03-INCH THICK
NOTE: STRAW WATTLES SHALL BE 9-INCH DIAMETER, 12" MIN.
3" TYP.
12" MIN.
WATTLE
9" DIA. STRAW
1"x1" STAKE @ 4'-0" O/C
WATTLE
9" DIA. STRAW
25
REPLACEMENT
BRIDGE
SHAWAN FALLS
NOTES
EROSION CONTROL
SEDIMENT & BRIDGE REPLACEMENTSHAWAN FALLS DRIVEJED
MSL
66
4/7/22
58074
NONE
MSL
DAM
GRATE
OVERFLOW GAP
CURB & GUTTER INLET
FINGER LOOPS
APPEAL
SAFETY AND CURB
GUTTER FOR
LAYS FLUSH WITH
UNIT. NO NEED TO REINSTALL.
INSPECT CATCH BASIN AND REPLACE
REMOVE UNIT WITH GRATE INSIDE,
TO INSPECT CATCH BASIN:
CUSTOM SIZES.
IN 3", 4" OR
DAM AVAILABLE
MONOFILAMENT
WOVEN
MEETS FEDERAL REQUIREMENTS
30 SIEVE SIZE
LESS THAN 7LBS
WEIGHT OF UNIT IS
UNIT WITH GRATE
EASY MOVEMENT OF
LIFTING STRAPS ALLOW
CONCRETE CURBS
ALL SHAPES OF
CONFORMS TO
SPECIAL DESIGN
MATERIAL FROM INSIDE ENVELOPE AS NEEDED.
BROOM OR SQUARE POINT SHOVEL. REMOVE FINE
FROM SURFACE OF UNIT AS NEEDED WITH STIFF
MAINTENANCE: REMOVE DRIED SEDIMENT
SCALE: NONE
STRAW WATTLE DETAIL
SCALE: NONE
ADJACENT WATTLE DETAIL
TO SLOPE FACE.
2-3" OF STAKE EXTENDING ABOVE THE WATTLE. STAKES SHOULD BE DRIVEN PERPENDICULAR
END. STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE LEAVING AT LEAST
3. SECURE THE WATTLE WITH 18"-24" STAKES EVERY 3'-4' AND WITH A STAKE ON EACH
ADJACENT WATTLES SHOULD TIGHTLY ABUT.
COMPACT SOIL FROM THE EXCAVATED TRENCH AGAINST THE WATTLE ON THE UPHILL SIDE.
2. PLACE THE WATTLE IN THE TRENCH SO THAT IT CONTOURS TO THE SOIL SURFACE.
SOIL SHOULD BE PLACED UP-SLOPE FROM THE ANCHOR TRENCH.
A 3" DEEP X 9" WIDE ANCHOR TRENCH ALONG THE CONTOUR OF THE SLOPE. EXCAVATED
1. BEGIN AT THE LOCATION WHERE THE WATTLE IS TO BE INSTALLED BY EXCAVATING
NOTES:
ITEM 207-WATTLES
25
JED
ITEM 655 - TREE PROTECTION DETAIL
ITEM 207-INLET PROTECTION
STABILIZATION OF EARTH DISTURBED AREAS.
2. CONTRACTOR SHALL REMOVE WITHIN TWO (2) WEEKS OF FINAL
PROTECTION
RECOMMENDATIONS. PAYMENT WILL BE PER EACH FOR ITEM 207 - INLET
IN ACCORDANCE WITH THE DETAILS AND THE MANUFACTURER'S
1. INSTALLATION AND MAINTENANCE OF INLET SEDIMENT FILTERS SHALL BE
NOTES:
9. ROOTS SHALL BE KEPT MOIST WHILE TRENCHES ARE OPEN AND REFILLED IMMEDIATELY AFTER UTILITIES ARE INSTALLED OR REPAIRED.
8. SOIL EXCAVATION DURING TRENCHING SHALL BE PILED ON THE SIDE AWAY FROM THE TREE.
DISCOURAGE DECAY.
7. ROOTS 2 INCHES OR LARGER THAT ARE SEVERED BY TRENCHING SHOULD BE SAWN OFF NEATLY IN ORDER TO ENCOURAGE NEW GROWTH AND
BY ENGINEER.
6. MINIMIZE EXCAVATION OR TRENCHING WITHIN THE DRIP LINE OF THE TREE. ROUTE TRENCHES AROUND THE DRIP LINE OF TREES AS DIRECTED
5. NO FILLING OR STOCKPILING OF MATERIALS SHALL OCCUR WITHIN THE TREE PROTECTION AREA, INCLUDING DEPOSITION OF SEDIMENT.
NOT BE GRUBBED OR PULLED OUT. NO CLEARING SHALL BE DONE IN BUFFER STRIPS OR OTHER PRESERVED FORESTED AREAS.
4. IF ANY CLEARING IS DONE AROUND SPECIMEN TREES IT SHALL BE DONE BY CUTTING AT GROUND LEVEL WITH HAND HELD TOOLS AND SHALL
ENGINEER.
3. FENCE SHALL BE PLACED AS SHOWN IN THE DETAIL AND BEYOND THE DRIP LINE OR CANOPY OF TREES TO BE PROTECTED OR AS DIRECTED BY
2. TREE AND NATURAL PRESERVATION AREA SHALL BE FENCED PRIOR TO BEGINNING CLEARING OPERATIONS.
PROTECT TREES AND VEGETATION TO BE LEFT STANDING.
WITHIN DRIP LINE, EXCESS FOOT OR VEHICULAR TRAFFIC, OR PARKING OF VEHICLES WITHIN DRIP LINE. PROVIDE TEMPORARY GUARDS TO
OF ROOTS, SKINNING OR BRUISING OF BARK, SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS
1. PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE AGAINST UNNECESSARY CUTTING, BREAKING, OR SKINNING
NOTES:
845
8458
5
0
850
85
0
8
5
5
85585
5
855PI Sta. 100+76.19101 102
PC Sta. 102+50.84PT Sta. 102+85.74103N DATEREVIEWEDREVISEDDRAWNCHECKEDDESIGNEDP:\PR58074\FRA\000000\Design\Structure\Sheets\SP001.dgn Design 5/6/2022 4:53:15 PM jkelleySTA.STA. FT/S
FT/S
BORING LOCATION
DESIGN TRAFFIC:
BENCHMARK DATA
NOTES
LEGEND
HYDRAULIC DATA
SQ. MILES
TYPE:
SPANS:
LOADING:
SKEW:
APPROACH SLABS:
ALIGNMENT:
CROWN:
DATE BUILT:
DISPOSITION:
ROADWAY:
PROPOSED STRUCTURE
TYPE:
SPANS:
SKEW:
APPROACH SLABS:
ALIGNMENT:
CROWN:
ROADWAY:
COORDINATES: LATITUDE
LONGITUDE
FT/FT EngineersArchitectsPlanners5085 REED RO AD, COLUMBUS, O HIO 43220SIMPLE SPAN PRESTRESSED CONCRETE BOX BEAMS WITH
COMPOSITE CONCRETE DECK ON SEMI-INTEGRAL
ABUTMENTS ON SPREAD FOOTINGS
42'-6" c/c BEARINGS
LOADING: HL-93
33°30'00" RF
TANGENT
SIMPLE SPAN PRESTRESSED CONCRETE BOX BEAMS WITH
ASPHALT WEARING SURFACE ON WALL TYPE ABUTMENTS
ON SPREAD FOOTINGS
28'-0"` o/o DECK
HS20-44
33°30'` RF
20'-0"`
TANGENT
3/16"/FT.
1977
TO BE REPLACED
EXISTING STRUCTURE
STRUCTURAL FILE NUMBER: 2568772
1 24DRIVESHAWAN FALLS SHAWAN FALLS DRIVE BRIDGEOVER SOUTH FORK INDIAN RUNQ (10) = 863
Q (100) = 1660 V (100) = 9.0
DRAINAGE AREA = 6.4
SITE PLANJMKJMKBDESTRUCTURE CLEARS THE 25 YEAR DESIGN HW BY 0.14 FEET.
N 40° 05' 58"
W 83° 07' 16"
R.A. = REAR ABUTMENT
F.A. = FORWARD ABUTMENT
BRGS. = BEARINGS
A.S. = APPROACH SLAB
26
66
40'-0"` f/f ABUTMENTS
0.016
44'-0" CURB TO RAILING WITH 7'-3"(+) SIDEWALK
V (10) = 8.9 CFS, FROM STREAMSTATS
CFS, FROM STREAMSTATS STRUCTURE FILE NUMBER2568773FRANKLIN COUNTY101+71.94102+18.04IPINS W/ BLUE CAP
BM #1 STA. 101+12.77, OFFSET 23.07' LT., ELEV. 857.016
IPINS W/ RED CAP
BM #2 STA. 102+08.00, OFFSET 33.69' LT., ELEV. 853.366
IPINS W/ YELLOW CAP
BM #3 STA. 101+82.90, OFFSET 32.63' LT., ELEV. 848.319
13
66
2.
1.
DIRECTIONAL DISTRIBUTION = 0.5
2042 ADT = 12,100 2042 ADTT = 1,800
2022 ADT = 10,100 2022 ADTT = 1,500
** = VARIES DEPENDING ON WALL PLACEMENT, 2:1 MAX.
¬ = 33°30'00" SKEW (TYP.)
20'-0" LONG (AS-1-15)JCS3/8/22NOTE ON SHEET FOR ADDITION INFORMATION.
LOCATED BY THE CONTRACTOR, SEE PROTECTION OF UTILTIES
EXISTING BRIDGE FOUNDATIONS. THESE LINES ARE TO BE
APPROXIMATELY SHOWN. COPPER LINES MAY BE UNDER THE
BE IN THE VICINITY OF THE FIBER OPTIC LINE BUT ARE ONLY
TWO ADDITIONAL AT&T COPPER LINES TO REMAIN ARE KNOWN TO
SEE ROADWAY SHEET FOR GRADING PLAN.
B-001-0-19
PARK
ING
LOT
GROU
P
SOUTH
PHYS
IC
IANS
OH
IOHEALTH
B-002-0-19
S.R. 161/W. BRIDGE ST.GROUND
EXISTING
GRADE
PROFILE
PROPOSED
ELEVATION ALONG PROFILE GRADE
(TO REMAIN)
EX. FIBER OPTIC LINE
(TO BE RELOCATED)
EX. 12" STORM DRAIN INDIAN RUNSOUTH FORK101+00 102+00
(TO REMAIN)
(CITY OF DUBLIN)
EX. 24" SANITARY LINE
-0.40 %-2.25 %
100.00' VC
P.V.I. STA 102+91.00
ELEV = 853.88'
850.00
840.00
830.00
860.00
870.00
880.00
ELEV. = 856.35'
P.V.I. STA 101+81.00
100.00' VC
46.10' BRIDGE LIMITS
EXP.EXP.
EL. 843.50
EL. 843.30
EL. 852.71
HW 25
N 10°55'56" W
PC Sta. 102+50.84PT Sta. 102+85.74STA. 101+73.74
| BRGS. R.A.
STA. 102+16.24
| BRGS. F.A.
SHORING (TYP.)
PILE AND LAGGING
TEMPORARY SOLDIER
STA. 101+71.94
END A.S.
STA. 102+18.04
BEGIN A.S.
¬
PLAN
856.48855.99855.92856.07855.85855.26854.72854.35856.68856.58856.44856.20855.84855.36854.81854.38FALLS DRIVE
| CONSTR. SHAWAN
51'-3•" PLUS FIT-UP o/o DECK7'-3•"SIDEWALKPLUS FIT-UPPHASE 227'-3•"PHASE 124'-0" PLUS FIT-UP8" WATER LINE
PROPOSED
(TO BE RELOCATED)
(DU0085_002)
EX. 8" WM
(TO BE REMAIN)
(CITY OF DUBLIN)
(DU0085_002)
EX. 8" WATER LINE
(TO REMAIN)
(CITY OF DUBLIN)
(DU0008_009)
EX. 16" WATER LINE
3 LANES @ 12'-0" = 36'-0"10
EL. 851.80
HW
EL. 847.70
ORDINARY HIGH WATER
3 24
-2.25 %`
1.7:11.5:1
1.5:1M.E.2:1
M.E.M.E.2.25:12:1
M.E.3'-0"WITH FABRIC FILTER (TYP.)
PR0TECTION, TYPE C
LIMITS OF ROCK CHANNEL
856.72T/R = 847.7
APPROX.
B-001-0-19
T/R = 843.6
APPROX.
B-002-0-19
(TO REMAIN, SEE NOTE 2)
EX. FIBER OPTIC LINE
(TO REMAIN, SEE NOTE 2)
EX. COPPER LINES
8:1
8:1
**
**
+0.23%`
GROU
P
PHYS
IC
IANS
OH
IOHEALTH
250
W
. BR
IDGE
ST
.SHEET )
(SEE NOTE ON
EXISTING STONE WALL
3 24
EDGE LINE
EDGE LINE
(TO BE RELOCATED)
EX. 3" GAS LINE
(TO REMAIN)
EX. 4" GAS LINE
2568773SHAWAN FALLS DRIVE BRIDGEOVER SOUTH FORK INDIAN RUN24DATESTRUCTURE FILE NUMBERREVIEWEDJCS3/8/22REVISEDDRAWNCHECKEDDESIGNEDDRIVESHAWAN FALLS P:\PR58074\FRA\000000\Design\Structure\Sheets\SN001.dgn Sheet 5/6/2022 4:53:17 PM jkelley66EngineersArchitectsPlanners 5085 REED RO AD, COLUMBUS, O HIO 43220JMKJMKBDE-27
2GENERAL NOTES - 1THE ELEVATION SHOWN, WHICHEVER IS LOWER.
FOOTINGS AT THE ABUTMENTS SHALL EXTEND A MINIMUM OF 3" INTO BEDROCK OR TO
FACTORED BEARING RESISTANCE IS 16.3 KIPS PER SQUARE FOOT.
STATE BEARING PRESSURE OF 16.1 KIPS PER SQUARE FOOT AT THE ABUTMENTS. THE
BEARING PRESSURE OF 13.7 KIPS PER SQUARE FOOT AND A MAXIMUM STRENGTH LIMIT
ABUTMENT FOOTINGS, AS DESIGNED, PRODUCE A MAXIMUM SERVICE LIMIT STATE
FOUNDATION BEARING RESISTANCE:
SHIMS WILL BECOME THE PROPERTY OF THE CITY OF DUBLIN.
THE CONTRACT PRICE FOR ITEM 516 - „" PREFORMED BEARING PADS. ANY UNUSED
TOTAL NUMBER SUPPLIED. THE DEPARTMENT WILL PAY FOR ACCEPTED QUANTITIES AT
FURNISH TWO SHIMS PER BEAM. THE DEPARTMENT WILL MEASURE THIS ITEM BY THE
UNDER THE ELASTOMERIC BEARING PADS WHERE REQUIRED FOR PROPER BEARING.
PLACE „" THICK PREFORMED BEARING PAD SHIMS, PLAN AREA 11 INCHES BY 8 INCHES,
BEARING PAD SHIMS:
5 24
SHIER-RINGS ROAD, DUBLIN, OH, 43016 (PHONE: (614) 410-4600).
BIDDERS/CONTRACTORS AT THE CITY OF DUBLIN ENGINEER'S OFFICE, 5800
PLANS OF THE EXISTING BRIDGE AND ROADWAY MAY BE EXAMINED BY PROSPECTIVE
BEEN VERIFIED IN THE FIELD.
FOR ALL PROJECT WORK BASED UPON ACTUAL DETAILS AND DIMENSIONS THAT HAVE
EXAMINATION OF THE EXISTING STRUCTURE. HOWEVER, THE DEPARTMENT WILL PAY
RECOGNITION OF THE UNCERTAINTIES DESCRIBED ABOVE AND UPON A PREBID
C&MS SECTIONS 102.05 AND 105.02. BASE CONTRACT BID PRICES UPON A
BE CONSIDERED TENTATIVE AND APPROXIMATE. THE CONTRACTOR IS REFERRED TO
INDICATIVE OF THE EXISTING STRUCTURE AND THE PROPOSED WORK BUT THEY SHALL
FROM FIELD OBSERVATIONS AND MEASUREMENTS. CONSEQUENTLY, THEY ARE
STRUCTURE HAVE BEEN OBTAINED FROM PLANS OF THE EXISTING STRUCTURE AND
DETAILS AND DIMENSIONS SHOWN ON THESE PLANS PERTAINING TO THE EXISTING
EXISTING STRUCTURE VERIFICATION:
SHEETS .
STAGED CONSTRUCTION SEQUENCE FOR THE PROPOSED BRIDGE WORK IS GIVEN ON
COORDINATED WITH OVERALL PROJECT MAINTENANCE OF TRAFFIC PLANS. THE
THE PROPOSED BRIDGE WORK (INCLUDING THE APPROACH SLABS) SHALL BE
STAGE CONSTRUCTION AND MAINTENANCE OF TRAFFIC:
6 24
FOR PROVIDING AN ALTERNATE DESIGN.
ASSOCIATED WITH TEMPORARY SHORING. NO ADDITIONAL PAYMENT WILL BE MADE
LONGER NECESSARY FOR SPECIFIC CONSTRUCTION PHASE AND ALL OTHER ITEMS
WELDING, TEMPORARY SHEET PILING, REMOVAL OF ALL COMPONENTS AFTER NO
REQUIRED TO INSTALL LAGGING, PLATES, ANGLES, CONCRETE ANCHORS, FIELD
SHAFTS), CONCRETE, LOW STRENGTH MORTAR, LOW STRENGTH MORTAR REMOVAL AS
PLAN AND SHALL INCLUDE SOLDIER PILES, LAGGING, PREBORED HOLES (DRILLED
CONTRACT LUMP SUM PRICE FOR COFFERDAMS AND EXCAVATION BRACING, AS PER
DEPARTMENT WILL PAY FOR THE TEMPORARY SUPPORT OF THE EXCAVATION AT THE
EXCAVATION, PREPARE AND PROVIDE PLANS IN ACCORDANCE WITH C&MS 501.05. THE
CONSTRUCTING AN ALTERNATE DESIGN FOR THE TEMPORARY SUPPORT OF THE
AN ALTERNATE DESIGN TO SUPPORT THE SIDES OF THE EXCAVATIONS. IF
THE CONTRACTOR MAY CONSTRUCT THE DESIGN SHOWN ON THE PLANS OR PREPARE
IS ONE REPRESENTATIVE DESIGN THAT MAY BE USED TO CONSTRUCT THE PROJECT.
THE DESIGN SHOWN ON THE PLANS FOR TEMPORARY SUPPORT OF THE EXCAVATION
ITEM 503, COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN:
FUNCTIONAL RAILING SYSTEM.
TOOLS, EQUIPMENT, AND MATERIALS NECESSARY TO CONSTRUCT A COMPLETE AND
517 RAILING, MISC.: MODIFIED TST-1-99 RAILING AND SHALL INCLUDE ALL LABOR,
PAYMENT FOR THE ABOVE WORK SHALL BE MADE AT THE UNIT PRICE BID FOR ITEM
PAINTING.
FOR APPROVAL TO THE CITY ENGINEER IF POWDER COATING IS USED IN LIEU OF
POWDER COATING COMPANY. SPECIFICATIONS AND PAINT CHIP SHALL BE SUBMITTED
OR EXCEED THE PAINTING REQUIREMENTS. THOMARIOS IN AKRON IS AN APPROVED
IN LIEU OF PAINTING WILL BE ACCEPTABLE IF PROCESSES AND MATERIALS EQUAL
POWDER COATING: POWDER COATING OF ALL GALVANIZED GUARDRAIL COMPONENTS
PAINTED.
SUITABLE FOR USE ON GALVANIZED METAL. THE WOOD POSTS SHALL NOT BE
THICKNESS FOR EACH COAT. PAINT SHALL BE HIGH QUALITY, ALL WEATHER PAINT
PAINT SHALL BE APPLIED IN TWO COATS, EACH WITH A MINIMUM 2.0 MILL DRY FILM
UNIFORM, CONSISTENT, AND EVEN APPLICATION ON THE SURFACE. SHER-CRYL
THE STEEL GUARDRAIL AND STEEL HARDWARE. EACH COAT TO BE APPLIED IN A
AFTER PRIMER, APPLY TWO COATS OF SHER-CRYL PAINT BY SHERWIN-WILLIAMS ON
WITH PRO-CRYL PRIMER IN A UNIFORM, CONSISTENT, AND EVEN APPLICATION.
SHERWIN-WILLIAMS ON ALL GALVANIZED SURFACES. PAINT ALL METAL SURFACES
COMMERCIAL STORE 614-299-2116. FIRST, USE PRIMER PAINT COAT PRO-CRYL BY
PAINTED WOLF GREY AS SUPPLIED BY SHERWIN-WILLIAMS PAINT - KING AVENUE
PAINTING: ALL STEEL GUARDRAIL SURFACES AND STEEL HARDWARE SHALL BE
RAILINGS ARE MODIFIED TST-1-99 RAILING.
ITEM 517 RAILING, MISC,: MODIFIED TST-1-99 RAILING:
CITY OF DUBLIN FOR SEALER COLOR PREFERENCES.
SEALED WITH EPOXY-URETHANE SEALER PER ITEM 512. CONTRACTOR SHALL CONTACT
BRIDGE ABUTMENT AND WINGWALL SURFACES AS SHOWN IN THE PLANS SHALL BE
ITEM 512 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE):
THICK.
MONOLITHIC WEARING SURFACE IS ASSUMED, FOR DESIGN PURPOSES, TO BE 1 INCH
STEEL DRIP STRIP
2• IN CONCRETE COVER
EPOXY COATED REINFORCING STEEL
DECK PROTECTION METHOD:
INITIAL STRESS = 202.5 KSI (LOW RELAXATION STRANDS)
ULTIMATE STRENGTH = 270 KSI
AREA = .153 SQ. IN.
PRESTRESSING STRAND:
COMPRESSIVE STRENGTH (RELEASE) - 5.0 KSI
COMPRESSIVE STRENGTH (FINAL) - 7.0 KSI
CONCRETE FOR PRESTRESSED BEAMS:
STEEL H-PILES - ASTM A572 - YIELD STRENGTH 50 KSI
REINFORCING STEEL - MINIMUM YIELD STRENGTH 60 KSI
CONCRETE CLASS COC 1- COMPRESSIVE STRENGTH 4.0 KSI (SUBSTRUCTURE)
CONCRETE CLASS COC 2 - COMPRESSIVE STRENGTH 4.5 KSI (SUPERSTRUCTURE)
DESIGN DATA:
FUTURE WEARING SURFACE (FWS) OF 60 PSF (5" OF ASPHALT)
HL-93
DESIGN LOADING:
1.3.5 AND THE ODOT BRIDGE DESIGN MANUAL, 2020
IN ACCORDANCE WITH THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, ARTICLE
A LOAD MODIFIER OF 1.0 HAS BEEN ASSUMED FOR THE DESIGN OF THIS STRUCTURE
OPERATIONAL IMPORTANCE:
TRANSPORTATION OFFICIALS, 2020 AND THE ODOT BRIDGE DESIGN MANUAL, 2020.
SPECIFICATIONS" ADOPTED BY THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND
THIS STRUCTURE CONFORMS TO THE 9TH EDITION OF THE "LRFD BRIDGE DESIGN
DESIGN SPECIFICATIONS:
NONE
AND TO THE FOLLOWING SUPPLEMENTAL SPECIFICATIONS:
TST-1-99 REVISED 1-15-21
PSBD-2-07 REVISED 7-20-18
PCB-91 REVISED 7-17-20
DS-1-92 REVISED 7-18-03
BD-1-11 REVISED 07-20-18
AS-2-15 REVISED 1-18-19
AS-1-15 REVISED 7-17-15
REFER TO THE FOLLOWING ODOT STANDARD BRIDGE DRAWINGS:
REMOVE ABUTMENTS TO LIMITS SHOWN ON SHEET .
EXISTING BRIDGE.
STEEL SUPPORTS SHALL REMAIN IN PLACE WHILE TRAFFIC IS PRESENT ON THE
ABUTMENT IN SUCH A MANNER AS TO NOT DISTURB THE STEEL SUPPORTS. EXISTING
THE CONTRACTOR SHALL TAKE CARE TO REMOVE PORTIONS OF THE EXISTING REAR
EXTERNAL STEEL SUPPORTS HAVE BEEN ADDED AT THE EXISTING REAR ABUTMENT.
C&MS 501.05.
RETAINED IN THE REBUILT STRUCTURE. SUBMIT CONSTRUCTION PLANS ACCORDING TO
SHALL NOT BE PLACED IN DIRECT CONTACT WITH REINFORCING STEEL THAT IS TO BE
SHALL NOT BE HEAVIER THAN THE NOMINAL 90-POUND CLASS. PNEUMATIC HAMMERS
DAMAGE THE EXISTING REINFORCING STEEL TO BE PRESERVED. CHIPPING HAMMERS
ENGINEER. PERFORM ALL WORK IN A MANNER THAT WILL NOT CUT, ELONGATE OR
THE METHOD OF REMOVAL AND THE WEIGHT OF HAMMER SHALL BE APPROVED BY THE
USE OF EXPLOSIVES, HEADACHE BALLS AND/OR HOE-RAMS WILL NOT BE PERMITTED.
FINAL CONSTRUCTION AND ARE DIRECTED TO BE REMOVED BY THE ENGINEER. THE
AND MISCELLANEOUS ITEMS THAT ARE NOT SHOWN TO BE INCORPORATED INTO THE
REMOVED INCLUDE ALL EXISTING MATERIALS BEING REPLACED BY NEW CONSTRUCTION
NOTES AND THAT ARE NOT SEPARATELY LISTED FOR PAYMENT. ITEMS TO BE
THIS ITEM SHALL INCLUDE THE ELEMENTS INDICATED IN THE PLANS AND GENERAL
ITEM 202, STRUCTURE REMOVED, AS PER PLAN:
BOTTOM OF THE DIAPHRAGMS.
THE ABUTMENTS, AND THE EXPANDED POLYSTYRENE FILLER USED TO FORM THE
THIS ITEM SHALL INCLUDE THE BRIDGE DECK, SIDEWALK, THE END DIAPHRAGMS AT
ITEM 511 CLASS COC 2 CONCRETE, SUPERSTRUCTURE:
GENERAL NOTES:
2 66
ITEMS.
CMS), 2018 EDITION, AND ANY SUPPLEMENTS THERETO, SHALL GOVERN ALL BRIDGE
THE CITY OF COLUMBUS CONSTRUCTION AND MATERIAL SPECIFICATIONS (C.O.C.
ADDITIONAL TO THE BRIDGE GENERAL NOTES LISTED HERE.
THE CONTRACTOR IS REFERRED TO SHEET FOR GENERAL NOTES IN
2568773SHAWAN FALLS DRIVE BRIDGEOVER SOUTH FORK INDIAN RUN24DATESTRUCTURE FILE NUMBERREVIEWEDJCS3/8/22REVISEDDRAWNCHECKEDDESIGNEDDRIVESHAWAN FALLS P:\PR58074\FRA\000000\Design\Structure\Sheets\SN002.dgn Sheet 5/6/2022 4:53:17 PM jkelley66EngineersArchitectsPlanners 5085 REED RO AD, COLUMBUS, O HIO 43220JMKJMKBDE-28
3GENERAL NOTES - 2CONNECTORS SHALL CONFORM WITH ITEM 509.
MATERIAL THAT MEET THE SPECIFICATIONS.
MAY BE REPAIRED AS DIRECTED BY THE ENGINEER OR THEY SHALL BE REPLACED WITH
NOT MEET SPECIFICATIONS WITH RESPECT TO COLOR, CONTINUITY AND UNIFORMITY
SPECIFICATIONS. COATINGS WHICH HAVE BEEN DAMAGED OR WHICH OTHERWISE DO
COATED. COATING FOR BOTH CONNECTORS AND BARS SHALL CONFORM TO THE SAME
CONNECTOR AND DOWEL BARS USED WITH EPOXY COATED BARS SHALL BE EPOXY
RECOMMENDED PROCEDURE.
PROVIDED. INSTALLATION OF CONNECTOR SHALL CONFORM WITH MANUFACTURER'S
AN APPROVED TYPE OF MECHANICAL CONNECTOR FOR REINFORCING BARS SHALL BE
MECHANICAL CONNECTORS:
WP = WORK POINT
U.N.O. = UNLESS NOTED OTHERWISE
TYP. = TYPICAL
T.O.R. = TOP OF ROCK
T/R = TOP OF ROCK
T&B = TOP & BOTTOM
STD. = STANDARD
STA. = STATION
SPA. = SPACES
SHLDR. = SHOULDER
S.O. = SERIES OF
RT. = RIGHT
RF = RIGHT FORWARD
RAD. = RADIUS
R.A. = REAR ABUTMENT
P.V.I. = POINT OF VERTICAL CURVE INTERSECTION
PEJF = PREFORMED EXPANSION JOINT FILLER
PCPP = PERFORATED CORRUGATED PLASTIC PIPE
PCB = PORTABLE CONCRETE BARRIER
O.C. = ON-CENTER
o/o = OUT-TO-OUT
N.F. = NEAR FACE
NPCPP = NON-PERFORATED CORRUGATED PLASTIC PIPE
MOT = MAINTENANCE OF TRAFFIC
MIN. = MINIMUM
MAX. = MAXIMUM
M.E. = MATCH EXISTING
M.C. = MECHANICAL CONNECTOR
LT. = LEFT
F.F. = FAR FACE
F.A. = FORWARD ABUTMENT
f/f = FACE-TO-FACE
EQ. = EQUAL
EL. = ELEVATION
E.F. = EACH FACE
DWG. = DRAWING
DIA. = DIAMETER
CONST. = CONSTRUCTION
CMS = CONSTRUCTION AND MATERIAL SPECIFICATIONS
CLR. = CLEAR
C.J. = CONSTRUCTION JOINT
c/c = CENTER-TO-CENTER
BRGS. = BEARINGS
BOT. = BOTTOM
A.S. = APPROACH SLAB
ABUT. = ABUTMENT
5 66
COORDINATING THEIR WORK WITH THE RESPECTIVE UTILITY OWNERS.
RESPONSIBLE FOR LOCATING AND CONFIRMING ALL UTILITIES ON THIS PROJECT, AND
INTEREST IN UTILITIES IN THE AREA OF THIS PROJECT. THE CONTRACTOR IS
SEE SHEET FOR A LIST OF THE KNOWN CONTACTS THAT HAVE AN
TO THE PROJECT OR CITY OF DUBLIN.
EXECUTING) THE NECESSARY REPAIRS AS SOON AS POSSIBLE AT NO ADDITIONAL COST
CONTRACTOR SHALL COORDINATE, FUND, AND EXECUTE (OR ASSIST THE UTILITY IN
UTILITY COMPANY. UNDER THE GUIDANCE OF THE AFFECTED UTILITY, THE
IMMEDIATELY STOP WORK, NOTIFY THE ENGINEER, AND CONTACT THE AFFECTED
IN THE EVENT THAT EXISTING UTILITIES BECOME DAMAGED, THE CONTRACTOR SHALL
INCLUDING UTILITIES THAT MAY NOT HAVE ALREADY BEEN IDENTIFIED.
IDENTIFY, AND AVOID INTERFERENCE WITH ANY AND ALL EXISTING UTILITIES
UTILITY PROTECTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE,
EXERCISE ADDITIONAL CARE, AND SHALL ESTABLISH AND EXECUTE A MEANS OF
DURATION OF THE PROJECT. THE CONTRACTOR IS TO BE AWARE OF THIS, SHALL
PLANS. SOME OF THE UTILITIES ARE TO REMAIN IN SERVICE THROUGHOUT THE
NUMEROUS UTILITIES EXIST WITHIN THE PROJECT LIMITS AND ARE SHOWN ON THE
UTILITIES
ENGINEER.
COMPLETE THIS ITEM OF WORK AS DESCRIBED AND TO THE SATISFACTION OF THE
SHALL INCLUDE ALL TOOLS, LABOR, EQUIPMENT AND MATERIALS NECESSARY TO
CONTRACT PRICE BID LUMP SUM FOR ITEM SPECIAL - PROTECTION OF UTILITIES. THIS
PAYMENT FOR ACCEPTED QUANTITIES, COMPLETE IN PLACE, SHALL BE MADE AT THE
ONLY SMALL HAND OPERATED EQUIPMENT.
COMPACTION OF MATERIAL WITHIN 5 FEET OF THE UTILITIES SHALL BE DONE USING
LATERALLY AND VERTICALLY TO PROVIDE 6" CLEARANCE BETWEEN ADJACENT DUCTS.
ADJUST REINFORCING STEEL AS NECESSARY TO AVOID DUCTS. SPACE DUCTS
WEIGHT OF THE CONCRETE DOES NOT BEAR ON THE UTILITY CONDUIT OR CABLE.
MOVEMENT OF THE CONDUIT OR CABLE WITHIN THE DUCTS AND TO ENSURE THAT THE
SUBSTRUCTURE CONCRETE. SPLIT DUCTS SHALL BE SIZED TO ALLOW FOR FREE
UTILITY CONDUITS ARE TO BE ENCASED USING SPLIT DUCTS AND CAST INTO THE
BID ITEM.
PROVIDED AS DIRECTED BY THE ENGINEER AND ARE INCLUDED IN THE COST OF THIS
TEMPORARY SUPPORT AND/OR PROTECTION OF EXPOSED UTILITIES SHALL BE
SUPERVISION OF AN AUTHORIZED UTILITY REPRESENTATIVE.
THEIR PRECISE LOCATION IS CONFIRMED AND SHALL BE PERFORMED ONLY UNDER
CLOSER THAN 3 FEET FROM THE UTILITIES SHALL BE PERFORMED BY HAND UNTIL
AND APPROVED BY THE ENGINEER PRIOR TO COMMENCING ANY WORK. EXCAVATING
PLANS FOR EXCAVATION NEAR UTILITIES MUST BE SUBMITTED BY THE CONTRACTOR
LOCATIONS.
HORIZONTAL AND VERTICAL POSITION OF THE UTILITIES AT SUBSTRUCTURE
DEPICTION OF EXISTING SUBSURFACE UTILITY DATA, TO DETERMINE THE PRECISE
IN ACCORDANCE WITH ASCE 38-02, STANDARD GUIDELINES FOR THE COLLECTION AND
EQUIPMENT SUCH AS SMALL TEST HOLE VACUUM EXCAVATION USING THE AIR METHOD
QUALITY LEVEL "A" UTILITY INFORMATION. USE MINIMALLY INVASIVE EXCAVATION
USE A PREQUALIFIED SUBSURFACE UTILITY ENGINEERING (SUE) COMPANY TO OBTAIN
OF THE PROJECT.
RESPONSIBILITY TO PROTECT THESE UTILITIES AND COMPONENTS FOR THE DURATION
AFTER THE PROJECT REMOVALS AND CONSTRUCTION. IT IS THE CONTRACTOR'S
THE AT&T FIBER OPTIC AND TWO COPPER LINES ARE TO REMAIN IN USE DURING AND
HEREIN AND AS DIRECTED BY THE ENGINEER.
EQUIPMENT TO PROTECT EXISTING UTILITIES DURING CONSTRUCTION AS DESCRIBED
THIS ITEM SHALL CONSIST OF FURNISHING ALL NECESSARY LABOR, MATERIALS, AND
ITEM SPECIAL - PROTECTION OF UTILITIES:
1 24
LEGEND:
SATISFACTION OF THE ENGINEER.
NECESSARY TO COMPLETE THIS ITEM OF WORK AS DESCRIBED AND TO THE
STONE WALL. THIS SHALL INCLUDE ALL TOOLS, LABOR, EQUIPMENT AND MATERIALS
CONTRACT PRICE BID LUMP SUM FOR ITEM SPECIAL - RELOCATION OF EXISTING
PAYMENT FOR ACCEPTED QUANTITIES, COMPLETE IN PLACE, SHALL BE MADE AT THE
EXISTING WALL AS DIRECTED BY THE ENGINEER.
ENGINEER OR CITY OF DUBLIN. THE WALL SHALL BE RECONSTRUCTED SIMILAR TO THE
BOULDERS AT THE EXISTING REAR ABUTMENT UNLESS DIRECTED TO DO SO BY THE
THE CONTRACTOR SHALL NOT DISPOSE OF ANY SANDSTONE BLOCKS OR OTHER LARGE
AESTHETICALLY PLEASING TERMINATION.
EXTEND UNDER THE BRIDGE BEYOND THE LENGTH NECESSARY TO PROVIDE AN
ABUTMENT. BOTH COURSES SHALL END IN FRONT OF THE ABUTMENT BUT SHALL NOT
PLEASING TRANSITION TOWARDS THE WEST CORNER OF THE PROPOSED REAR
SHALL TIE INTO THE EXISTING WALL SUCH AS TO PROVIDE AN AESTHETICALLY
DETERMINE THE EXACT LOCATION OF THE RELOCATED WALL. THE RELOCATED WALL
THE CONTRACTOR SHALL WORK WITH THE ENGINEER AND THE CITY OF DUBLIN TO
WALL SHALL BE RELOCATED AS SHOWN ON SHEET .
RELOCATION OF ANY UTILITIES UNDER THE WALL, THE REMOVED PORTION OF THE
ABUTMENT. AFTER CONSTRUCTION OF THE PROPOSED REAR ABUTMENT AND
EXISTING BRIDGE REAR ABUTMENT PRIOR TO CONSTRUCTION OF THE PROPOSED REAR
BLOCKS. THE STONE WALL SHALL BE REMOVED FOR APPROXIMATELY 35' FROM THE
THE WALL CONSISTS OF TWO COURSES OF APPROXIMATELY 22"H x 36"D x 60"L STONE
A SANDSTONE WALL EXISTS AT THE SOUTHWEST CORNER OF THE EXISTING BRIDGE.
DESCRIBED HEREIN AND AS DIRECTED BY THE ENGINEER.
OF THE REAR ABUTMENT AND RELOCATION OF ANY UTILITIES UNDER THE WALL AS
THE BRIDGE DURING CONSTRUCTION AND CONSTRUCT THE WALL AFTER CONSTRUCTION
EQUIPMENT TO REMOVE THE EXISTING STONE WALL AT THE SOUTHWEST CORNER OF
THIS ITEM SHALL CONSIST OF FURNISHING ALL NECESSARY LABOR, MATERIALS, AND
ITEM SPECIAL - RELOCATION OF EXISTING STONE WALL:
2568773SHAWAN FALLS DRIVE BRIDGEOVER SOUTH FORK INDIAN RUN24DATESTRUCTURE FILE NUMBERREVIEWEDJCS3/8/22REVISEDDRAWNCHECKEDDESIGNEDDRIVESHAWAN FALLS P:\PR58074\FRA\000000\Design\Structure\Sheets\SQ001.dgn Sheet 5/6/2022 4:53:18 PM jkelley66EngineersArchitectsPlanners 5085 REED RO AD, COLUMBUS, O HIO 43220ESTIMATED QUANTITIES29BDEKK JMK4
ITEM DESCRIPTION TOTAL UNIT
ESTIMATED QUANTITES
SPECIAL
SPECIAL
613
601
526
526
518
518
518
518
517
516
516
516
516
515
515
512
512
511
511
511
511
510
509
503
503
202
LUMP
LUMP
CU YD
CU YD
FT
SQ YD
FT
FT
FT
CU YD
FT
EACH
FT
SQ FT
SQ FT
EACH
EACH
SQ YD
SQ YD
CU YD
CU YD
CU YD
CU YD
EACH
POUND
CU YD
LUMP
LUMP
RELOCATION OF EXISTING STONE WALL
PROTECTION OF UTILITIES
LOW STRENGTH MORTAR BACKFILL (TYPE 2)
ROCK CHANNEL PROTECTION, TYPE C WITH FABRIC FILTER
TYPE A INSTALLATION
REINFORCED CONCRETE APPROACH SLABS (T=13"), AS PER PLAN
6" NON-PERFORATED CORRUGATED PLASTIC PIPE INCLUDING SPECIALS
6" PERFORATED CORRUGATED PLASTIC PIPE
SPECIAL - STEEL DRIP STRIP
POROUS BACKFILL WITH GEOTEXTILE FABRIC
RAILING, MISC.: MODIFIED TST-1-99 RAILING
ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE) (•" THICK)
SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL
2" PREFORMED EXPANSION JOINT FILLER
•" PREFORMED EXPANSION JOINT FILLER
PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, CB17-48 (44'-0" LENGTH)
PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, CB17-36 (44'-0" LENGTH)
TYPE 2 WATERPROOFING
SEALING OF CONCRETE SURFACES (EPOXY-URETHANE)
CLASS COC 2 CONCRETE, SIDEWALK
CLASS COC 1 CONCRETE, FOOTING
CLASS COC 1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING
CLASS COC 2 CONCRETE, SUPERSTRUCTURE
DOWEL HOLES WITH CEMENT GROUT
EPOXY COATED REINFORCING STEEL
UNCLASSIFIED EXCAVATION INCLUDING ROCK
COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN
STRUCTURE REMOVED, AS PER PLAN
1
1
10
75
125
230
9
139
46
77
196
52
131
95
28
12
1
21
227
11
108
106
68
192
26,748
626
1
1
2568773SHAWAN FALLS DRIVE BRIDGEOVER SOUTH FORK INDIAN RUN24DATESTRUCTURE FILE NUMBERREVIEWEDJCS3/8/22REVISEDDRAWNCHECKEDDESIGNEDDRIVESHAWAN FALLS P:\PR58074\FRA\000000\Design\Structure\Sheets\SC001.dgn Sheet 5/6/2022 4:53:19 PM jkelley66EngineersArchitectsPlanners 5085 REED RO AD, COLUMBUS, O HIO 43220JMKBDE-30
5 KKPHASED CONSTRUCTION DETAILSLEGEND:
PHASE 1 REMOVAL
PHASE 1 CONSTRUCTION
PHASE 2 REMOVAL
PHASE 2 CONSTRUCTION
PHASE 3 CONSTRUCTION
SHLDR.
1'-0"
SHLDR.
1'-0"
(TYP. OF 6)
B17-48 BOX BEAM
(TYP. OF 12)
B17-48 BOX BEAM B17-36 BOX BEAM
4'-0"`
PER SEGMENT)
2' PCB (2 ANCHORS
SHLDR.
9"
PER SEGMENT)
2' PCB (2 ANCHORS
PER SEGMENT)
2' PCB (2 ANCHORS
C.J.
2' PCB (UNANCHORED)
= LIMITS OF REMOVAL
SHLDR.
9"`
SHLDR.
9"`
PHASE 2 CONSTRUCTION
27'-3•"
SHAWAN FALLS DR.
\ CONSTRUCTION
SHAWAN FALLS DR.
\ CONSTRUCTION
SHAWAN FALLS DR.
\ CONSTRUCTION
MOT LANE
11'-0"
MOT LANE
11'-0"
SEE NOTE 2
3•" (MINUS FIT-UP)
(SEE NOTE 3)
PER SEGMENT)
2' PCB (2 ANCHORS
SEE NOTE 2
NOTES:
SEE NOTE 1
SHAWAN FALLS DR.
\ CONSTRUCTION
SHOULDER
1'-0" PLUS FIT-UP
24'-0" PLUS FIT-UP
SHOULDER
1'-0" PLUS FIT-UP
51'-3•" PLUS FIT-UP
7'-3•"
SIDEWALK
PLUS FIT-UP
16'-0"
35'-3•" PLUS FIT-UP
SEE NOTE 4
20 24
4.
3.
2.
1.
SEE NOTE 4
MOT LANE
10'-0"
MOT LANE
10'-0"
MOT LANE
10'-0"
MOT LANE
10'-0"
SHLDR.
9"
SHAWAN FALLS DR.
\ CONSTRUCTION
INSTALL RAILING ANCHOR PLATE IN DECK DURING PHASE 1
DECK PRIOR TO PHASE 3 CONSTRUCTION.
PORTABLE CONCRETE BARRIER AND REPAIR ANCHOR HOLES IN
AFTER PHASE 2 CONSTRUCTION IS COMPLETE, REMOVE
WITH BEAMS ADJACENT TO B6 AND WORKING OUTWARDS.
ACCURATELY PLACE B6 FIRST. SET OTHER BEAMS STARTING
PROVIDE MOT LANES AND SHOULDERS AS SHOWN.
ALSO REMOVE PORTIONS OF WINGWALLS AS NECESSARY TO
REMOVE EXISTING CURB PRIOR TO ESTABLISHING PHASE 1 MOT.
LAGGING WALL
TEMPORARY SOLDIER PILE AND
LAGGING WALL
TEMPORARY SOLDIER PILE AND
TEMPORARY RAILING
TEMPORARY RAILING
TEMPORARY RAILING
AND SIDEWALK
TO ANCHORS IN BEAMS, DECK
INSTALL PERMANENT RAILING
FROM ANCHORS IN BEAMS AND
REMOVE TEMPORARY RAILING
THAT THE REMAINING BEAMS ARE TIED TOGETHER.
DO NOT CUT ANY OTHER TIE RODS TO ENSURE
CUT TIE RODS AT THIS JOINT AS NECESSARY.
EXISTING BRIDGE
28'-0"`
16'-0"`
12'-0"`
PHASE 1 CONSTRUCTION
24'-0" PLUS FIT-UP
3'-0"`
24'-0"`
16'-0"`
35'-3•" PLUS FIT-UP
MOT LANE
10'-0"
MOT LANE
10'-0"
PHASE 2 REMOVAL
24'-0"`
3'-0"`
24'-0" PLUS FIT-UP
SHLDR.
1'-0"
MOT LANE
10'-0"
MOT LANE
10'-0"
SHLDR.
1'-0"
AND FINAL COURSE ON BRIDGE.
SEE MOT PLANS FOR PLACEMENT OF INTERMEDIATE COURSE
SEE ODOT STD. DWG PCB-91 FOR ADDITIONAL DETAILS.
POURED AND THE RAILING ATTACHED.
WELDED STUDS AND SLEEVE NUTS THE SIDEWALK CAN BE
TO THE ANCHOR PLATE. AFTER THE INSTALLATION OF THE END
TOP END WELDED STUDS AND SLEEVE NUTS SHALL BE WELDED
MOT TRAFFIC IS SHIFTED FOR PHASE 3 CONSTRUCTION, THE
CONSTRUCTION AS SHOWN ON SHEET . AFTER THE
6.
5.
2568773SHAWAN FALLS DRIVE BRIDGEOVER SOUTH FORK INDIAN RUN24DATESTRUCTURE FILE NUMBERREVIEWEDJCS3/8/22REVISEDDRAWNCHECKEDDESIGNEDDRIVESHAWAN FALLS P:\PR58074\FRA\000000\Design\Structure\Sheets\SV001.dgn Sheet 5/6/2022 4:53:20 PM jkelley66EngineersArchitectsPlanners 5085 REED RO AD, COLUMBUS, O HIO 43220NN
JMKBDE-31
6 KKREMOVAL DETAILS2'-2"`
1'-2"`
10'-0"`1'-0"`1'-0"`
ABUTMENT SECTION - REMOVALS
SEE NOTE 21'-0"`9"`VARIESVARIES, 9'-0"` MAX.FORWARD ABUTMENT PLAN - REMOVALSAFTER PHASE 1 BEAM REMOVAL
OF SUPERSTRUCTURE
SLAB SAWCUT AND EDGE
EXISTING APPROACH SHORING
PILE AND LAGGING
TEMPORARY SOLDIER
TO INSTALL LAGGING
A.S. SEAT AS NECESSARY
REMOVE PORTIONS OF
LINE
SAWCUT
REAR ABUTMENT PLAN - REMOVALS
6'-11"`6'
-11"`17'
-11"`
35'-6"`
1'-2"`
1'-4"
10"REMOVALS
P
HAS
E 1REMOVALS
P
HAS
E 2
13'-0"`
SEE NOTE 2
8'-0"`SHAWAN FALLS DR.
\ CONSTRUCTION **1'
-2"`
6'-11"`6'-11"`16'
-11"`
34'-4"`
18'-1"`
1'-2"`1'-2"`AFTER PHASE 1 BEAM REMOVAL
OF SUPERSTRUCTURE
SLAB SAWCUT AND EDGE
EXISTING APPROACH
SHORING
PILE AND LAGGING
TEMPORARY SOLDIER
10"
1'-4"
TO INSTALL LAGGING
A.S. SEAT AS NECESSARY
REMOVE PORTIONS OF
LINE
SAWCUT
FORWARD ABUTMENT ELEVATION- REMOVALS
FORWARD ABUTMENT PLAN - REMOVALSREMOVALS
P
HAS
E 2REMOVALS
P
HAS
E 1
SEE NOTE 2
8'-0"` SHAWAN FALLS DR.
\ CONSTRUCTION
**
LINE
SAWCUT VARIES11'-0"`PHASE 1 REMOVALSPHASE 2 REMOVALS
REAR ABUTMENT ELEVATION- REMOVALS9'-0"`(SEE NOTE 4)
OF SUPERSTRUCTURE AFTER PHASE 1 BEAM REMOVAL
EXISTING APPROACH SLAB SAWCUT AND EDGE
1'-0"`
SHEAR KEY SEE NOTE 3
EXISTING STEEL SUPPORTS
PHASE 2 REMOVALSPHASE 1 REMOVALS
9'-0"`FORWARD ABUTMENT ELEVATION- REMOVALS
(SEE NOTE 4)
OF SUPERSTRUCTURE AFTER PHASE 1 BEAM REMOVAL
EXISTING APPROACH SLAB SAWCUT AND EDGE
VARIES 11'-0"`1'-0"`
SHEAR KEY LINE
SAWCUT
LEGEND:
NOTES:
= LIMITS OF REMOVAL
5 244.
3.
2.
1.
3 24SHEET FOR ADDITIONAL INFORMATION.
REMAIN, SEE PROTECTION OF UTILITIES NOTE ON
APPROXIMATE LOCATION OF AT&T UTILITY LINES TO ** =
REUSE EXISTING TIE RODS AS SHOWN ON SHEET .
REAR ABUTMENT TO NOT DAMAGE THE STEEL SUPPORTS.
CONTRACTOR SHALL TAKE CARE DURING PHASE 1 REMOVAL OF THE
PLACE UNTIL TRAFFIC IS SHIFTED TO THE NEW STRUCTURE. THE
EXISTING STEEL SUPPORTS AT THE REAR ABUTMENT ARE TO REMAIN IN
EXISTING FOOTING PORTIONS WITH TYPE 2 LOW STRENGTH MORTAR.
VOIDS BETWEEN THE PROPOSED FOOTING AND ADJACENT ROCK OR
NOT EXTEND ABOVE THE TOP OF THE PROPOSED FOOTING. FILL ANY
FOOTINGS. ANY REMAINING PORTIONS OF THE EXISTING FOOTING SHALL
REMOVE ONLY THE PORTIONS REQUIRED TO CONSTRUCT THE PROPOSED
THE CONTRACTOR MAY REMOVE THE ENTIRE EXISTING FOOTING OR
ABUTMENT AND TO EXCAVATE FOR NEW SLOPES.
REMOVED AS NECESSARY TO ALLOW FOR CONSTRUCTION OF PROPOSED
ALL DIMENSIONS ARE APPROXIMATE. EXISTING ABUTMENTS SHALL BE
2568773SHAWAN FALLS DRIVE BRIDGEOVER SOUTH FORK INDIAN RUN24DATESTRUCTURE FILE NUMBERREVIEWEDJCS3/8/22REVISEDDRAWNCHECKEDDESIGNEDDRIVESHAWAN FALLS P:\PR58074\FRA\000000\Design\Structure\Sheets\SH001.dgn Sheet 5/6/2022 4:53:21 PM jkelley66EngineersArchitectsPlanners 5085 REED RO AD, COLUMBUS, O HIO 43220NNJMKJMKBDE-32
7
NOTES:
PROCEDURE:TEMPORARY SHORING REPRESENTATIVE DESIGN DETAILS - 1 APPROACH SLAB
SUPERSTRUCTURE AND
CONSTRUCTION
EDGE OF PHASE 1
PHASE 1 LAGGING
LAGGING
PHASE 2
REAR ABUTMENT TEMPORARY SHORING PLAN
SHAWAN FALLS DR.
\ CONSTRUCTION
101+50
B B
A A
HOLE (TYP.)
2'-0" DIA. PREBORED
VIEW A-A
AFTER PHASE 1 REMOVALS, PRIOR TO PHASE 1 CONSTRUCTION
VIEW B-B
AFTER PHASE 1 CONSTRUCTION, PRIOR TO PHASE 2 REMOVALS
PHASE 1 LAGGING
10'-0"`
PHASE 1 LAGGING
10'-0"
PHASE 2 LAGGING
7'-6"`
PHASE 1 LAGGING
10'-0"
LEFT IN PLACE
SEE NOTE 3)
LAGGING (TYP.,
BY ENGINEER APPROVED METHOD
ANCHOR LAGGING IN THIS AREA
OF A.S.)
ABOVE BOTTOM
PLATE (EXTEND
L6x6x…
LAGGING TO A.S.
ABOVE ANGLE, ATTACH(TYP.)9'-8"SEE DETAIL F
SEE DETAIL E
SEE DETAIL G
P1 P2
PHASE 1 BEAM REMOVAL
SUPERSTRUCTURE AFTER
SAWCUT AND EDGE OF
EXISTING APPROACH SLAB
FOOTINGPROPOSED
AND A.S. SEAT
PROPOSED STEM
PHASE 2 CONSTRUCTIONPHASE 1 MOTPHASE 2 MOTPHASE 1 CONSTRUCTIONEXISTING FOOTING
AND A.S. SEAT
EXISTING STEM
10'-0"(TYP.)10'-0"(TYP.)AND PLATE
TO INSTALL LAGGING
A.S. SEAT AS NECESSARY
REMOVE PORTIONS OF
EL. 847.7`
OF ROCK
ASSUMED TOP
CONTRACTOR)
(TO BE DETERMINED BY
BEHIND LAGGING
EXCAVATION LINE
APPROXIMATE
(TYP., SEE NOTE 2)
SOILDER PILE
CONTRACTOR)
(TO BE DETERMINED BY
BEHIND LAGGING
EXCAVATION LINE
APPROXIMATE
(TYP., SEE NOTE 2)
SOILDER PILE
EL. 847.7`
OF ROCK
ASSUMED TOP
HOLE (TYP.)
2'-0" DIA. PREBORED
SLAB CONSTRUCTION)
TO COMPLETE APPROACH
(REMOVE AS NECESSARY
TEMPORARY SHORING
SEE NOTE 3)
LAGGING (TYP.,
PLACE)
(LEFT IN
LAGGING
PHASE 1
SHORING
TEMPORARY
(INSTALL AS NECESSARY)
TEMPORARY SHORING
FORWARD ABUTMENT TEMPORARY SHORING PLAN
D
C
D
C
PLACE)
(LEFT IN
LAGGING
PHASE 1
LAGGING
PHASE 2
PHASE 1 LAGGING
APPROACH SLAB
SUPERSTRUCTURE AND
CONSTRUCTION
EDGE OF PHASE 1
102+00
SHAWAN FALLS DR.
\ CONSTRUCTION
VIEW D-D
AFTER PHASE 1 CONSTRUCTION, PRIOR TO PHASE 2 REMOVALS
VIEW C-C
AFTER PHASE 1 REMOVALS, PRIOR TO PHASE 1 CONSTRUCTION
PHASE 1 LAGGING
12'-0"
PHASE 1 LAGGING
8'-0"`
PHASE 1 LAGGING
12'-0"
PHASE 1 LAGGING
9'-0"`
LEFT IN PLACE
HOLE (TYP.)
2'-0" DIA. PREBORED
OF A.S.)
ABOVE BOTTOM
PLATE (EXTEND
(TYP., SEE NOTE 2)
SOLDIER PILE
HOLE (TYP.)
2'-0" DIA. PREBORED
L6x6x…
LAGGING TO A.S.
ABOVE ANGLE, ATTACH (TYP.)9'-8"SEE DETAIL G
SEE DETAIL F
SEE DETAIL E
P3 P4
REMOVAL
AFTER PHASE 1 BEAM
OF SUPERSTRUCTURE
SLAB SAWCUT AND EDGE
EXISTING APPROACH PHASE 2 CONSTRUCTIONPHASE 1 MOTPHASE 2 MOTPHASE 1 CONSTRUCTIONEXISTING FOOTING
AND A.S. SEAT
EXISTING STEM
AND A.S. SEAT
PROPOSED STEMFOOTINGPROPOSED
10'-0"(TYP.)10'-0"(TYP.)EL. 843.6`
OF ROCK
ASSUMED TOP
SLAB CONSTRUCTION)
TO COMPLETE APPROACH
(REMOVE AS NECESSARY
TEMPORARY SHORING
(TYP., SEE NOTE 2)
SOLDIER PILE
EL. 843.6`
OF ROCK
ASSUMED TOP
LAGGING (TYP., SEE NOTE 3)
AND PLATE
TO INSTALL LAGGING
A.S. SEAT AS NECESSARY
REMOVE PORTIONS OF
LAGGING (TYP., SEE NOTE 3)
CONTRACTOR)
DETERMINED BY
(TO BE
BEHIND LAGGING
EXCAVATION LINE
APPROXIMATE
CONTRACTOR)
DETERMINED BY
(TO BE
BEHIND LAGGING
EXCAVATION LINE
APPROXIMATE
TEMPORARY SHORING
NECESSARY)
(INSTALL AS
TEMPORARY SHORING
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
STATION OFFSET
P4
P3
P2
P1
102+31.00
102+19.00
101+58.00
101+48.00
DRILLED SHAFT LOCATIONS
9.67' L
9.67' L
9.67' L
9.67' L
SHAFT
2 24
8 245.
4.
3.
2.
1.
SEE SHEET FOR DETAILS E, F, & G.
TO PLACE THE LAGGING.
AROUND THE SOLDIER PILES SHALL BE REMOVED AS NECESSARY
LOW STRENGTH MORTAR IS WORKABLE. LOW STRENGTH MORTAR
REQUIREMENTS OF C&MS 524.04.C WHILE THE CONCRETE AND
OF THE PILES. TEMPORARY CASING SHALL BE REMOVED PER THE
OF THE PREBORED HOLE (DRILLED SHAFTS) AND INSTALLATION
CASING IN ACCORDANCE WITH C&MS 524.06 FOR CONSTRUCTION
STRENGTH MORTAR PER C&MS ITEM 613. PROVIDE TEMPORARY
REMAINDER OF THE HOLE SHALL BE FILLED WITH TYPE 2 LOW
SHALL BE …" INCH NOMINAL MAXIMUM SIZE. IF NECESSARY, THE
AND 524.11 EXCEPT THAT THE AGGREGATE IN THE CONCRETE MIX
LAGGING, AND SHALL MEET THE REQUIREMENTS OF C&MS 524.10
PRIOR TO EXCAVATION AND THE INSTALLATION OF THE TIMBER
499, SHALL HAVE A MINIMUM CYLINDER STRENGTH OF 4.5 KSI
TOP OF ROCK. CONCRETE SHALL BE CLASS COC 5 PER C&MS
(DRILLED SHAFT) IT SHALL BE FILLED WITH CONCRETE TO THE
AFTER THE PILE IS SET IN THE CENTER OF THE PREBORED HOLE
WILL BE ACCEPTABLE WITH APPROVAL FROM THE ENGINEER.
HARDWARE ATTACHING THE LAGGING TO THE SOLDIER PILE FACE
LAGGING TO THE SOLDIER PILES. METHODS WITH APPROPRIATE
CONTRACTOR CAN CHOOSE THE METHOD OF ATTACHING THE
INCHES AND A MINIMUM BENDING STRENGTH (Fb) OF 1000 PSI. THE
LAGGING SHALL BE HARDWOOD WITH A MINIMUM DIMENSION OF 3
MINIMUM SECTION MODULUS OF 79 CUBIC INCHES.
STRENGTH = 50 KSI) OR AN ENGINEER APPROVED EQUAL WITH A
SOLDIER PILES SHALL BE W12x65 ASTM A572 GRADE 50 (YIELD
SHEET .
MAY PREPARE AN ALTERNATE DESIGN. SEE ITEM 503 NOTE ON
MAY BE USED TO CONSTRUCT THE PROJECT OR THE CONTRACTOR
THE TEMPORARY SHORING DESIGN SHOWN IS REPRESENTATIVE AND
NEW ABUTMENTS. REMOVE TEMPORARY SHORING AS NECESSARY.
REMOVE TOP PORTION OF SOLDIER PILES AND LAGGING BEHIND
PHASE 2 PORTIONS OF NEW BRIDGE AND APPROACH SLABS.
BACKFILL PHASE 2 PROPOSED ABUTMENTS AND CONSTRUCT
PROPOSED ABUTMENTS.
EXCAVATE AS REQUIRED AND CONSTRUCT PHASE 2 PORTIONS OF
SHEET.
REMOVE THE PHASE 1 LAGGING, EXCEPT AS NOTED ON THIS
REMOVE REMAINING PORTIONS OF THE EXISTING BRIDGE AND
ROADWAY AND BRIDGE ONTO NEW PHASE 1 CONSTRUCTION.
INSTALL PHASE 2 MOT AND TRANSFER TRAFFIC FROM EXISTING
1 PORTIONS OF NEW BRIDGE AND APPROACH SLABS.
BACKFILL PHASE 1 PROPOSED ABUTMENTS AND CONSTRUCT PHASE
DETAIL F.
LAGGING CONNECTION TO PROPOSED ABUTMENTS AS SHOWN IN
SOLDIER PILES AS NECESSARY TO INSTALL LAGGING. ATTACH
ATTACHMENT METHOD. REMOVE LOW STRENGTH MORTAR FROM
INSTALL PHASE 2 LAGGING WITH ENGINEER APPROVED
CONSTRUCT PHASE 1 PORTIONS OF PROPOSED ABUTMENTS.
REMOVE PHASE 1 PORTIONS OF EXISTING BRIDGE.
REMOVAL AND PROPOSED APPROACH SLAB CONSTRUCTION.
BY CONTRACTOR) TO ALLOW FOR EXISTING APPROACH SLAB
SHOWN IN DETAIL E. INSTALL TEMPORARY SHORING (DESIGNED
TO EXISTING ABUTMENTS AS LAGGING PROGRESSES DOWNWARD AS
NECESSARY TO INSTALL LAGGING. ATTACH LAGGING CONNECTION
DOWN. REMOVE LOW STRENGTH MORTAR FROM SOLDIER PILES AS
ATTACHMENT METHOD AS EXCAVATION PROGRESSES FROM TOP
INSTALL PHASE 1 LAGGING WITH ENGINEER APPROVED
CONCRETE AND LOW STRENGTH MORTAR IS BEING PLACED.
LOW STRENGTH MORTAR TO TOP OF HOLE. REMOVE CASING AS
COC 5 CONCRETE UP TO LEVEL OF TOP OF ROCK AND TYPE 2
AND CONCRETE PLACEMENT. INSTALL PILES AND PLACE CLASS
PROVIDE TEMPORARY CASINGS TO KEEP HOLE OPEN FOR PILE
AT BOTH ABUTMENTS, PREBORE HOLES FOR SOLDIER PILES.
INSTALL MOT AND CLOSE LEFT SIDE OF BRIDGE.
2568773SHAWAN FALLS DRIVE BRIDGEOVER SOUTH FORK INDIAN RUN24DATESTRUCTURE FILE NUMBERREVIEWEDJCS3/8/22REVISEDDRAWNCHECKEDDESIGNEDDRIVESHAWAN FALLS P:\PR58074\FRA\000000\Design\Structure\Sheets\SH002.dgn Sheet 5/6/2022 4:53:22 PM jkelley66EngineersArchitectsPlanners 5085 REED RO AD, COLUMBUS, O HIO 43220JMKJMKBDE-33
8TEMPORARY SHORING REPRESENTATIVE DESIGN DETAILS - 23@24
‚
SOLDIER PILE(TYP.)
LAGGING
DETAIL G
PERMITTED BUT NOT SHOWN)
PILE FLANGES, OTHER CONFIGURATIONS
(LAGGING SHOWN INSIDE SOLDIER
L3x3x‚
1'-0"` O.C.
ANCHOR AT
•" DIA. CONCRETE
ABUTMENT
PROPOSED
BACK FACE OF
LAGGING
REQUIRED
OR WEDGES AS
HARDWOOD BLOCKING
REQUIRED (TYP.)
OR WEDGES AS
HARDWOOD BLOCKING
DETAIL F
ABUTMENT
PHASE C.J. IN
L6x6x…
DETAIL E1'-0"` O.C.
ANCHOR AT
•" DIA. CONCRETE
LAGGING
ABUTMENT
EXISTING
BACK FACE OF
AFTER SAWCUT
ABUTMENT
END OF EXISTING
DIMENSIONS)
DETERMINE NECESSARY
ƒ" THICK PLATE (FIELD
4"4"8…"
2568773SHAWAN FALLS DRIVE BRIDGEOVER SOUTH FORK INDIAN RUN24DATESTRUCTURE FILE NUMBERREVIEWEDJCS3/8/22REVISEDDRAWNCHECKEDDESIGNEDDRIVESHAWAN FALLS P:\PR58074\FRA\000000\Design\Structure\Sheets\SR003.dgn Sheet 5/6/2022 4:53:22 PM jkelley66EngineersArchitectsPlanners 5085 REED RO AD, COLUMBUS, O HIO 43220NN BDEBDEJMK-34
9ABUTMENT FOOTING PLAN1'-6"REAR ABUTMENT FOOTING PLAN12'-0"8'-1„"
2'-2•"1'-5•"1'-9"4'-0"11'-6†"6"5'-6"2'-1"4…"
1'-9"
T
Y
P.
PHASE 1
34'-0†"
PHASE 2
31'-9"(T&B)8-A501 @ 1'-0" MAX(LAP W/ A501)7-A509 (T&B)MAX (T&B)5-A511 @ 1'-0"MAX (T&B)
7-A50
4 @ 1'-0"
B (T&B)8-A512 @ 1'-0" MAX(LAP W/ A512)7-A513 (T&B)A
A
28-A506 @ 1'-0" (T&B)1'-0"
@ 1'-0"
2 SPA.
STA. 101+73.74
| BRGS. R.A.
PHASED C.J.
(LAP W/ A501)
A510 (T&B)
A515 (T&B)
A516 (T&B)
A514 (T&B)
OF FOOTING
1'-9" FROM FRONT FACE
3" STEP IN FOOTING,
SHAWAN FALLS DR.
\ CONSTRUCTION
SEE NOTE 1
1'-0" WIDE CUTOFF WALL
M.C. (TYP.)33°30'00"PHASE 1
CONSTRUCTIONCONSTRUCTION
PHASE 2
1'-0"30-A506 @ 1'-0" (T&B)
3 24SHEET FOR ADDITIONAL INFORMATION.
REMAIN, SEE PROTECTION OF UTILITIES NOTE ON
APPROXIMATE LOCATION OF AT&T UTILITY LINES TO
FORWARD ABUTMENT FOOTING PLAN
56°30'00"PHASE 2
34'-0"
PHASE 1
30'-4…"2'-2•"1'-5•"15'-1†"5'-6"1'-6"6" TY
P.
13'-2•"(T&B)8-A501 @ 1'-0" MAX(LAP W/ A501)7-A504 (T&B)(LAP W/ A501)7-A502 (T&B)
A
A
1'-0"29-A506 @ 1'-0" (T&B)30-A506 @ 1'-0" (T&B)1'-0"
1'-0"B
(T&B)
8-A50
8 @ 1'-0" MAX 13-A506 @ 1'-0" (T&B) 7'-0"
3'-8"5'-6•"33°30'00"PHASED C.J.
STA. 102+16.24
| BRGS. F.A.
(LAP W/ A501)
A503 (T&B)
OF FOOTING
1'-9" FROM FRONT FACE
3" STEP IN FOOTING, SEE NOTE 1
SHAWAN FALLS DR.
\ CONSTRUCTION
(T&B)8-A501 @ 1'-0" MAXM.C. (TYP.)
(LAP W/ A501 & A508)
A558 (T&B)
PHASE 2
CONSTRUCTIONCONSTRUCTION
PHASE 1
243SHEET FOR ADDITIONAL INFORMATION.
REMAIN, SEE PROTECTION OF UTILITIES NOTE ON
APPROXIMATE LOCATION OF AT&T UTILITY LINES TO
1'-0" WIDE CUTOFF WALL
LEGEND:NOTES:
B = 1 S.O. 3-A507 @ 1'-0" (T&B)
A = 1 S.O. 4-A505 @ 1'-0" (T&B)
#5 BARS = 3'-1"
LAP REINFORCING STEEL THE FOLLOWING MINIMUM LENGTHS:
ON SHEET FOR CUTOFF WALL ELEVATIONS.
TOTAL AT REAR ABUTMENT, 87 STIRRUPS TOTAL AT FORWARD ABUTMENT. SEE SECTIONS
SITRRUPS ALONG ENTIRE LENGTH OF CUTOFF WALL AT 1'-0" MAX SPACING, 82 STIRRUPS
1'-0" WIDE CUTOFF WALL ALONG FRONT AND SIDE FACES OF ABUTMENT. PROVIDE A401
2.
1.
13 24
2568773SHAWAN FALLS DRIVE BRIDGEOVER SOUTH FORK INDIAN RUN24DATESTRUCTURE FILE NUMBERREVIEWEDJCS3/8/22REVISEDDRAWNCHECKEDDESIGNEDDRIVESHAWAN FALLS P:\PR58074\FRA\000000\Design\Structure\Sheets\SR001.dgn Sheet 5/6/2022 4:53:23 PM jkelley66EngineersArchitectsPlanners 5085 REED RO AD, COLUMBUS, O HIO 43220NBDEBDEJMK-35
10REAR ABUTMENT PLAN AND ELEVATIONPHASE 1
CONSTRUCTIONCONSTRUCTION
PHASE 2
PHASE 1
31'-6•"
PHASE 2
32'-5•"
1'-5•"14'-7•"1'-6"12'-4•"STA. 101+73.74
| BRGS. R.A.6'-10†"
5ƒ"33°30'00"TY
P.
56°30'00"33°30'00"
1'-6" 3'-4"9‚"
A
A 1'-0"EL. 842.00
EL. 843.50
SHAWAN FALLS DR.
\ CONSTRUCTION 2'-6„"SHAWAN FALLS DR.
\ CONSTRUCTION
2•" THICK POLYSTYRENE EL. 853.79
LEVEL SEAT10'-6"EX. 24" SANITARY LINE
REAR ABUTMENT PLAN
REAR ABUTMENT ELEVATION
WINGWALLS NOT SHOWN FOR CLARITY
(SKEW A518 BARS AS NECESSARY AT WINGWALL AND PHASED C.J.)
33 SETS OF 1-A517 (E.F.), 1-A506 (E.F.) AND 1-A518 @ 1'-0" MAX
(SKEW A518 BARS AS NECESSARY AT WINGWALL AND PHASED C.J.)
31 SETS OF 1-A517 (E.F.), 1-A506 (E.F.) AND 1-A518 @ 1'-0" MAX7-A520 (N.F.)(LAP W/ A501)7-A519 (E.F.)(LAP W/ A519)(LAP W/ A501)7-A521 (N.F.)ACOPING1'-0"BC2-D601
(E.F.)
D503NECESSARY)
(FIELD BEND AS
(E.F.)D503
(TYP.)
2" PEJF 2-D602
NECESSARY)
BEND AS
2-D601 (FIELD
(E.F.)
2-D504
RELOCATED STONE WALL LEVEL C.J.LEVEL C.J.
3" CHAMFER
FABRIC AND 6" DIA. PCPP (SEE NOTE 3)
2'-0" POROUS BACKFILL W/ GEOTECH
17-D801 @ 1'-6" MAX (MEASURED PERPENDICULAR TO \)
31 SETS OF 1-D501 & 1-D502 @ 1'-0" MAX
18-D801 @ 1'-6" MAX (MEASURED PERPENDICULAR TO \)
33 SETS OF 1-D501 & 1-D502 @ 1'-0" MAX 7"C.J.
EL. 847.70
APPROX T.O.R.
PHASED C.J.
1'-7‡"
M.C. (TYP.)
TYPE 2 WATERPROOFING
PHASED C.J. W/
1LWP
2LWP1'-0"1RWP
2RWP
3RWP
EL. 855.63*
EL. 855.57*
EL. 856.69**
EL. 855.69**
EL. 853.30**
EL. 855.90**
EL. 853.17**
OVERLAY
TOP OF ASHPALT
EL. 855.96*
4RWP
(E.F.)7-A501 @ 1'-0"(E.F.)7-A501 @ 1'-0"LEVEL SEAT
4'-9•"
(TYP. EACH SIDE)
RAIL ANCHORAGE ON BOX BEAM
FACE OF CONCRETE AND ADJACENT
PROVIDE A 2" MIN. GAP BETWEEN
PEJF ON FASCIA SIDE OF BEAM.
CONCRETE DIRECTLY AGAINST 2"
THICKNESS AS NECESSARY TO CAST
AT BOX BEAMS, INCREASE WINGWALL
3 24SHEET FOR ADDITIONAL INFORMATION.
REMAIN, SEE PROTECTION OF UTILITIES NOTE ON
APPROXIMATE LOCATION OF AT&T UTILITY LINES TO
FOOTING STEP, CUTOFF WALL, AND SUPERSTRUCTURE NOT SHOWN FOR CLARITY
ALL DIMENSIONS ARE GIVEN TO THE FACE OF WALL AS SHOWN IN THE SECTIONS
1'-0" FILLET
1'-1"2'-0"END CAP
END CAP
END CAP3'-2‡"13 24
LEGEND:NOTES:
13 24
12 24
STA. 101+83.13, 16.60' RT.
STA. 101+78.72, 16.60' RT.
STA. 101+74.30, 16.60' RT.
STA. 101+68.47, 17.16' RT.
STA. 101+48.47, 36.27' LT.
STA. 101+44.30, 36.27' LT.
4R
3R
2R
1R
2L
1L
** = ELEVATION AT CORNER OF WALL
* = ELEVATION AT | BEARINGS AT TOP OF CONCRETE
FOR BAR PLACEMENT.
¬ = BARS ARE IN COPING. SEE SECTION A-A ON SHEET
C = 6-A519 ¬ (LAP W/ A501)
B = 6-A501 ¬ (FIELD BEND AS NECESSARY)
A = 2-A522 ¬ (N.F.), 4-A501 ¬ (TOP & F.F.)
5.
4.
3.
2.
1.SEE NOTE 5MATCHES THE BRIDGE FACE OF RAILING.
OFFSETS AS NECESSARY BASED ON ACUTAL FIT-UP SO THAT FACE OF RAILING
RIGHT RAILING OFFSETS SHOWN ARE BASED ON 0" FIT-UP. ADJUST
#6 BAR = 4'-0"
#5 BAR = 2'-5"
MIN. LAP LENGTHS SHALL BE:
FOR OUTLETS. SET PIPE OUTLETS 6" ABOVE GROUNDLINE.
SLOPE PIPE „" PER FOOT TOWARDS OUTLET. USE NON-PERFORATED PIPES
SEE SHEET FOR WINGWALL ELEVATIONS.
SEE SHEET FOR SECTION A-A.
2568773SHAWAN FALLS DRIVE BRIDGEOVER SOUTH FORK INDIAN RUN24DATESTRUCTURE FILE NUMBERREVIEWEDJCS3/8/22REVISEDDRAWNCHECKEDDESIGNEDDRIVESHAWAN FALLS P:\PR58074\FRA\000000\Design\Structure\Sheets\SF001.dgn Sheet 5/6/2022 4:53:24 PM jkelley66EngineersArchitectsPlanners 5085 REED RO AD, COLUMBUS, O HIO 43220N
BDEBDEJMK-36
11FORWARD ABUTMENT PLAN AND ELEVATIONEL. 842.00
1'-6†"12'-6"21'-11•"PHASE 2
34'-0†"
PHASE 1
30'-0"
33°30'00"
56°30'00"
SHAWAN FALLS DR.
\ CONSTRUCTION
PHASE 2
CONSTRUCTIONCONSTRUCTION
PHASE 1
1'-0"
2'-2„"33°30'00"T
Y
P.
13'-5ƒ"
1'-6"
EL. 843.306 '-6•"1'-0"(SKEW A518 BARS AS NECESSARY AT WINGWALL AND PHASED C.J.)
30 SETS OF 1-A517 (E.F.), 1-A506 (E.F.) AND 1-A518 @ 1'-0" MAX
(SKEW A518 BARS AS NECESSARY AT WINGWALL AND PHASED C.J.)
33 SETS OF 1-A517 (E.F.), 1-A506 (E.F.) AND 1-A518 @ 1'-0" MAX
A
A
EL. 853.12
LEVEL SEAT
(LAP W/ A501)6-A520 (N.F.)6-A521 (N.F.)(LAP W/ A501)6-A519 (E.F.)(LAP W/ A519)ABC13'-10‡"2•" THICK POLYSTYRENE
FORWARD ABUTMENT PLAN
FORWARD ABUTMENT ELEVATION
LEVEL C.J.LEVEL C.J.
C.J.
SHAWAN FALLS DR.
\ CONSTRUCTION
COPING1'-0"EL. 843.60
APPROX. T.O.R.
2-D602
(E.F.)
2-D504
NECESSARY)
BEND AS
2-D601 (FIELD
NECESSARY)
(FIELD BEND AS
(E.F.)D503
2-D601
(E.F.)
D503 FABRIC AND 6" DIA. PCPP (SEE NOTE 3)
2'-0" POROUS BACKFILL W/ GEOTECH
17-D801 @ 1'-6" MAX (MEASURED PERPENDICULAR TO \)
30 SETS OF 1-D501 & 1-D502 @ 1'-0" MAX
18-D801 @ 1'-6" MAX (MEASURED PERPENDICULAR TO \)
33 SETS OF 1-D501 & 1-D502 @ 1'-0" MAX6"1'-9„"
PHASED C.J.
M.C. (TYP.)
TYPE 2 WATERPROOFING
PHASED C.J. W/
(TYP.)
2" PEJF
3LWP
4LWP
5LWP
9RWP
1'-6"
STA. 102+16.24
| BRGS. F.A.
EL. 855.15*
EL. 856.21**
EL. 855.21**
EL. 854.82*
EL. 855.15**
EL. 852.51**
EL. 855.29*
8RWP
7RWP
6RWP
5RWP
(MIN.)
3" CHAMFER
ON BOX BEAM (TYP. EACH SIDE)
CONCRETE AND ADJACENT RAIL ANCHORAGE
PROVIDE A 2" MIN. GAP BETWEEN FACE OF
AGAINST 2" PEJF ON FASCIA SIDE OF BEAM.
AS NECESSARY TO CAST CONCRETE DIRECTLY
AT BOX BEAMS, INCREASE WINGWALL THICKNESS
LEVEL SEAT
4'-9•"(E.F.)6-A501 @ 1'-0"(E.F.)6-A501 @ 1'-0"WINGWALLS NOT SHOWN FOR CLARITY
EL. 852.62**
324SHEET FOR ADDITIONAL INFORMATION.
REMAIN, SEE PROTECTION OF UTILITIES NOTE ON
APPROXIMATE LOCATION OF AT&T UTILITY LINES TO
FOOTING STEP, CUTOFF WALL, AND SUPERSTRUCTURE NOT SHOWN FOR CLARITY
ALL DIMENSIONS ARE GIVEN TO THE FACE OF WALL AS SHOWN IN THE SECTIONS1'-1"2'-0"END CAP
END CAP
END CAP
1'-0" FILLET
13 24
NOTES:
13 24
12 24
LEGEND:
OVERLAY
TOP OF ASPHALT
5.
4.
3.
2.
1.
7R
6R
5R
5L
4L
3L
STA. 102+38.30, 16.60' RT.
STA. 102+33.88, 16.60' RT.
STA. 102+29.47, 16.60' RT.
STA. 102+02.63, 36.27' LT.
STA. 101+98.47, 36.27' LT.
STA. 101+94.30, 36.27' LT.
** = ELEVATION AT CORNER OF WALL
* = ELEVATION AT | BEARINGS AT TOP OF CONCRETE
FOR BAR PLACEMENT.
¬ = BARS ARE IN COPING. SEE SECTION A-A ON SHEET
C = 6-A519 ¬ (LAP W/ A501)
B = 6-A501 ¬ (FIELD BEND AS NECESSARY)
A = 2-A522 ¬ (N.F.), 4-A501 ¬ (TOP & F.F.)
9R STA. 102+47.13, 16.60' RT.
8R STA. 102+42.72, 16.60' RT.SEE NOTE 5SEE NOTE 5MATCHES THE BRIDGE FACE OF RAILING.
OFFSETS AS NECESSARY BASED ON ACUTAL FIT-UP SO THAT FACE OF RAILING
RIGHT RAILING OFFSETS SHOWN ARE BASED ON 0" FIT-UP. ADJUST
#6 BAR = 4'-0"
#5 BAR = 2'-5"
MIN. LAP LENGTHS SHALL BE:
USE NON-PERFORATED PIPES FOR OUTLETS.
SLOPE PIPE „" PER FOOT TOWARDS OUTLET. OUTLETS SHALL BE AT EL. 848.0`.
SEE SHEET FOR WINGWALL ELEVATIONS.
SEE SHEET FOR SECTION A-A.
2568773SHAWAN FALLS DRIVE BRIDGEOVER SOUTH FORK INDIAN RUN24DATESTRUCTURE FILE NUMBERREVIEWEDJCS3/8/22REVISEDDRAWNCHECKEDDESIGNEDDRIVESHAWAN FALLS P:\PR58074\FRA\000000\Design\Structure\Sheets\SF002.dgn Sheet 5/6/2022 4:53:25 PM jkelley66EngineersArchitectsPlanners 5085 REED RO AD, COLUMBUS, O HIO 43220BDEBDEJMK-37
12WINGWALL ELEVATIONSRIGHT FORWARD WINGWALL ELEVATION
EL. 855.20
EL. 852.51
1'-0"4'-0"@ 1'-0" MAX
15 SETS OF 1-A517 (N.F.) & 1-A601 (F.F.)COPING1'-0"A539 (E.F.) (SPACE & LAP W/ A521)
5-A540 (E.F.) (LAP BOTTOM BAR W/ A521)
4-A541 (N.F.) & 4-A542 (F.F) @ 1'-0" MAX
A544 (F.F.)
A543 (N.F.)
SEE NOTE 1
23-A530 (LAP W/ A537, A538, & A539)
B C
C
B
D
TYPE 2 WATERPROOFING
LEVEL C.J. * W/
EL. 854.67
15-A537 (LAP W/ A517 & A601)
RIGHT REAR WINGWALL ELEVATION
EL. 853.17
2'-0"3'-3"EL. 856.00
& 1-A601 (F.F.) @ 1'-0" MAX
11 SETS OF 1-A517 (N.F.) (SPACE & LAP W/ A520)
4-A547 (E.F.) LAP AND SPACE BARS W/ A520A548 (E.F.)
A549 (E.F.)
A551 (F.F.)
A550 (N.F.) A555 (F.F.)
A554 (N.F.)COPING1'-0"SEE NOTE 1
18-A530 (LAP W/ A545 & A546) 3-A553 (F.F.) @ 1'-0" MAX
3-A552 (N.F.) &
B
B
C
C
E
A515 (E.F.)
TYPE 2 WATERPROOFING
LEVEL C.J. * W/
A552 (N.F.), A553 (F.F.)
EL. 856.11
11-A545 (LAP W/ A517 & A601)
(LAP W/ EACH F.F. BAR)
7-A557 IN FILLET
EL. 853.30
EL. 856.69
EL. 855.69
2'-6"3'-0"@ 1'-0" MAX
3-A517 (N.F.)
B
C
(E.F.)
A533
(SPACE & LAP W/ A521)
3-A534 (N.F.)
(SPACE & LAP W/ A521)
1 S.O. 3-A535 (E.F.)
A536 (E.F.) (LAP W/ A521) SEE NOTE 1
LEFT REAR WINGWALL ELEVATION
@ 1'-0" MAX
8-A529 ® & A530
@ 1'-0" MAX
3-A536 (N.F.) & 3-A509 (F.F.)
A556 (F.F.)
A506 (N.F.)
D
D E
E3 CONSTRUCTIONCOPING - PHASETYPE 2 WATERPROOFING
LEVEL C.J. * W/
C.J.EL. 856.75
EL. 855.75
1'-0"
EL. 852.62
LEFT FORWARD WINGWALL ELEVATION
EL. 856.21
EL. 855.21
2'-6"2'-6"1-A601 (F.F.)
1-A517 (N.F) &
7 SETS OF
@ 1'-0" MAX (SPACE & LAP W/ A520)
3-A502 (E.F.)
(E.F.)
A528
@ 1'-0" MAX (E.F.)
1 S.O. 6-A524 1'-0"A526 (E.F.)
C.J.
A
(SPACE & LAP W/ A520)
1 S.O. 3-A525 (E.F.)
@ 1'-0" MAX
3-A526 (E.F.)
SEE NOTE 1
14-A529 ® AND A530 @ 1'-0" MAX
D
D
E
E
(E.F.)
A527
3 CONSTRUCTIONCOPING - PHASETYPE 2 WATERPROOFING
LEVEL C.J. * W/
EL. 856.02
EL. 855.02
1'-0"
(LAP W/ EACH F.F. BAR)
7-A557 IN FILLET
NOTES:
2.
1.
LEGEND:
#5 BAR = 2'-5"
MIN. LAP LENGTHS SHALL BE:
COPING TO AVOID THE RAILING ANCHORAGE.
ADJUST THE LOCATION OF THE REINFORCING STEEL IN THE
E = 1 SET OF 1 S.O. 7-A546 & 7-A529 @ 1'-0" MAX
D = 1 SET OF 1 S.O. 7-A538 & 7-A529 @ 1'-0" MAX
C = 1 S.O. 4-A532 @ 1'-0" MAX (E.F.)
B = 3-A531 (E.F.) (LAP & SPACE W/ A517)
A = 7-A523 (E.F.) (LAP W/ A517 & A601)
UNTIL THE BOX BEAMS AND DIAPHRAGM HAVE BEEN CONSTRUCTED.
* = DO NOT PLACE THE WINGWALL CONCRETE ABOVE THE CONSTRUCTION JOINT
® = A529 BARS TO BE DOWELED INTO WINGWALL DURING PHASE 3 CONSTRUCTION
2568773SHAWAN FALLS DRIVE BRIDGEOVER SOUTH FORK INDIAN RUN24DATESTRUCTURE FILE NUMBERREVIEWEDJCS3/8/22REVISEDDRAWNCHECKEDDESIGNEDDRIVESHAWAN FALLS P:\PR58074\FRA\000000\Design\Structure\Sheets\SR002.dgn Sheet 5/6/2022 4:53:26 PM jkelley66EngineersArchitectsPlanners 5085 REED RO AD, COLUMBUS, O HIO 43220BDEBDEJMK-13ABUTMENT SECTIONS AND DETAILS38
C.J.
6" DIA. PCPP
BOX BEAM
2•" THICK POLYSTYRENE
SECTION A-A
SECTION B-B
6" DIA. PCPP
APPROACH SLAB
A506
A506
A401
A517
A601
A518
D501
D801
A517
A601
A530
OPTIONAL CJ
7'-0"2'-6"2'-0"
W/ GEOTEXTILE FABRIC
2'-0" POROUS BACKFILL
A506
1'-0"1'-0"1'-0"1'-0"1'-0"
1'-9"2'-9"1"
EL. 842.00
EL. 843.50 (R.A.)
EL. 843.30 (F.A.)
CUTOFF WALL
1'-0"
W/ GEOTEXTILE FABRIC
2'-0" POROUS BACKFILL
C.J.1'-9"
1"
PEJF
2"
C.J.
1'-6"1'-0"
SECTION C-C
GROUND LINE
PROPOSED
APPROACH SLABA530
1'-6"
1"PEJF
2"
C.J.
A529
A546
A538 OR
SECTION D-D
6" DIA. PCPP
GROUND LINE
PROPOSED
A517
A601
A530
W/ GEOTEXTILE FABRIC
2'-0" POROUS BACKFILL
C.J.1'-9"
1"
C.J.
1'-6"1'-0"
A531
A523 OR
APPROACH SLAB
SIDEWALK
PEJF
2"
A530
1'-6"
1"
C.J.
APPROACH SLAB
SIDEWALK
PEJF
2"
A532
A524 OR
GROUND LINE
PROPOSED
SECTION E-E
GROUND LINE
PROPOSED
6"
AS-1-15 FOR ADDITIONAL DETAILS
SEE STANDARD DRAWING
APPROACH SLAB
DECK SLAB
DECK REINFORCING
BEAM REINFORCING
D503 OR D504 (TYP. OF 4)
COPING COPING COPING COPING COPING A529 ®
A529 ®
EL. 842.00
CUTOFF WALL
1'-0"
EL. 842.00
CUTOFF WALL
1'-0"
EL. 843.50 (R.A.)
EL. 843.30 (F.A.)
EL. 843.50 (R.A.)
EL. 843.30 (F.A.)
9 24 9 24
(SEE NOTE 2)
TYPE 2 WATERPROOFING
(SEE NOTE 4)
EXPANSION JOINT SEAL
SEMI-INTEGRAL ABUTMENT
(SEE NOTE 2)
TYPE 2 WATERPROOFING
(SEE NOTE 2)
TYPE 2 WATERPROOFING
(SEE NOTE 2)
TYPE 2 WATERPROOFING
(SEE NOTE 2)
TYPE 2 WATERPROOFING
A545
A537 OR
SEE SHEET FOR FOOTING REINFORCING STEELSEE SHEET FOR FOOTING REINFORCING STEEL
3" ASPHALT OVERLAY
(SEE NOTE 5)
PROPOSED GROUND LINE
1'-0"
NPCPP
6" DIA.¬1'-0"1'-0"
¬¬
¬¬
1'-0"1'-0"
3'-1" ¬
WALL
FACE OF
WALL
FACE OF WALL
FACE OF
WALL
FACE OF
WALL
FACE OF
1'-7"1'-7"
1'-7"1'-7"
| ABUTMENT BEARINGS
BRIDGE LIMITS
1'-1"
D601 OR D602
D502
(SEE NOTE 3)
OPTIONAL C.J.
VARIES
LEGEND:
NOTES:
¬ = LIMITS OF SEALING OF CONCRETE SURFACES (EPOXY-URETHANE)
DOWEL BARS 10" INTO CONCRETE AND FILL WITH CEMENT GROUT PER 510.
® = A529 BARS TO BE DOWELED INTO WINGWALL DURING PHASE 3 CONSTRUCTION.
DRILLING OF ANCHOR BAR HOLES.
STEEL IN THE VICINITY OF THE BRIDGE SEAT TO AVOID INTERFERENCE WITH THE
BRIDGE SEAT REINFORCING, SETTING ANCHORS: ACCURATELY PLACE REINFORCING
FROM THE FACE OF THE ABUTMENT.
PROPOSED FOOTING. SLOPE ANY EXPOSED TOP SURFACES OF THE MORTAR AWAY
PROPOSED FOOTING AND ANY GAPS BETWEEN EXISTING FOOTING LEFT IN PLACE AND
USE TYPE 2 LOW STRENGTH MORTAR BACKFILL TO FILL ANY GAPS BETWEEN ROCK AND
FROM THE BEARING SEAT TO THE BOTTOM OF THE APPROACH SLAB.
FOR VERTICAL JOINTS, PLACE JOINT SEAL CENTERED ON 2" PEJF AND EXTENDING
PLACE JOINT SEAL, 2'-0" WIDE, CENTERED ON HORIZONTAL AND VERTICAL JOINTS.
PLACED SEPARATELY, LOCATE A HORIZONTAL CONSTRUCTION JOINT AS SHOWN.
CONCRETE OR AT LEAST 48 HOURS BEFORE PLACEMENT OF THE DECK CONCRETE. IF
PLACE THE DIAPHRAGM CONCRETE AT THE ENDS OF THE BOX BEAMS WITH THE DECK
FROM THE BACK OF THE DIAPHRAGM TO THE END OF WALL.
APPROACH SLAB. PLACE WATERPROOFING HORIZONTALLY, CENTERED ON THE C.J.,
FOOTING TO TOP OF BREASTWALL AND FROM BOTTOM OF DIAPHRAGM TO BOTTOM OF
PLACE WATERPROOFING VERTICALLY, CENTERED ON THE PHASED C.J., FROM TOP OF
BARS NOT CALLED OUT ARE A5 BARS.
6.
5.
4.
3.
2.
1.
2568773SHAWAN FALLS DRIVE BRIDGEOVER SOUTH FORK INDIAN RUN24DATESTRUCTURE FILE NUMBERREVIEWEDJCS3/8/22REVISEDDRAWNCHECKEDDESIGNEDDRIVESHAWAN FALLS P:\PR58074\FRA\000000\Design\Structure\Sheets\SS001.dgn Sheet 5/6/2022 4:53:27 PM jkelley66EngineersArchitectsPlanners 5085 REED RO AD, COLUMBUS, O HIO 43220BDEBDEJMK-BEAM LAYOUT PLAN39
14
BEAM LAYOUT PLAN
(TYP.)
1'-0"
LEGEND:
B13 *
B1 *
B2 *
B3 *
B4 *
B5 *
B6 *
B7 *
B8 *
B9 *
B10 *
B11 *
| DIAPHRAGM
44'-0" BEAM LENGTH (MEASURED ALONG | BEAM)
33
°30'0
"(TYP
.)BEAM END DETAILS (TYP.)
SEE SHEET FOR
TIE RODS (TYP.)
HOLES FOR 1" DIA.
SHAWAN FALLS DR.
\ CONSTRUCTIONNNOTES:
2.
1.
(TYP.)
2'-7ƒ"
(TYP.)
9"
15 24
102
SUPERSTRUCTURE
PHASE C.J. IN
OUTWARDS IN ORDER TO MINIMIZE DECK OVERHANGS.
STARTING WITH BEAMS ADJACENT TO BEAM 6 AND WORKING
ACCURATELY PLACE BEAM 6 FIRST. SET OTHER BEAMS
SEE ODOT STD. DWG PSBD-2-07 FOR ADDITIONAL DETAILS.PHASE 1 CONSTRUCTION PHASE 2 CONSTRUCTION
(TYP. U.N.O.)
2'-0"
(TYP.)
22'-0"
(TYP.)
22'-0"
42'-6" (c/c BEARINGS)
STA. 101+73.74
| REAR ABUTMENT BEARINGS
STA. 102+16.24
ABUTMENT BEARINGS
| FORWARD
2'-7•"
(TYP.)
2'-7ƒ"
(TYP.)
2'-7ƒ"
¬ = B17-36 BOX BEAM
* = B17-48 BOX BEAM
B = BEAM DESIGNATION
2'-0ƒ"6 SPA. @ 6'-3" = 37'-6"4'-3•"
RAIL POST SPACING
RAIL POST SPACING
(TYP.)
| RAIL POST
3'-8"6 SPA. @ 6'-3" = 37'-6"2'-8‚"12-B17-48 & 1-B17-36 BOX BEAMS51'-0" (PLUS FIT-UP)B12 ¬
(TYP.)
6"
3'-1" BEAM SEAT
2'-0"
3'-1" BEAM SEAT
2'-0"
1'-1"
16 24
BEARING ORIENTATION
SEE SHEET FOR
(WEB THICKENING AT RAIL POSTS NOT SHOWN, SEE PSBD-2-07 FOR DETAILS)
1'-1"
2568773SHAWAN FALLS DRIVE BRIDGEOVER SOUTH FORK INDIAN RUN24DATESTRUCTURE FILE NUMBERREVIEWEDJCS3/8/22REVISEDDRAWNCHECKEDDESIGNEDDRIVESHAWAN FALLS P:\PR58074\FRA\000000\Design\Structure\Sheets\SS002.dgn Sheet 5/6/2022 4:53:28 PM jkelley66EngineersArchitectsPlanners 5085 REED RO AD, COLUMBUS, O HIO 43220BDEBDEJMK-40
15BEAM DETAILSNOTES:
3'-0"
XX BARS
C BARS
D BARS
4"
(TYP.)
•" DIA. STRAND
10 STRANDS
10 STRANDS
4'-0"
4"
16 STRANDS
(TYP.)
•" DIA. STRAND
V BARS
X BARS
1'-5" 1'-5"N BARS
4"
4"
6 STRANDS
VIEW B-B
CB17-36 (SEE NOTE 1)
BEAM 12 SECTION @ MIDSPAN
A
1"
2.
1.
4"
7„"
5"
9-"N" BARS @ 6" (BOT.)
@ 12" (BOT.)
33-"N" BARS
26-"X" BARS (TOP) ¬
25-"V" BARS (TOP) ¬
B
5"
5"
11†"
@ 12" (BOT.)
26-"XX" BARS (TOP) ¬
25-"C" BARS (TOP) ¬
33-"D" BARS
A
A
(PRESTRESSING STEEL AND STIRRUPS NOT SHOW FOR CLARITY)
VIEW A-A
(PRESTRESSING STEEL AND STIRRUPS NOT SHOW FOR CLARITY) 8•" 3" 5•"FASCIA BEAM
FACE OF
EXTERIOR
OMIT KEY ON
@ 2" = 10"
5 SPA.
@ 2" = 10"
5 SPA.
4"
4"2"2"4"4"
(ALTERNATE TOP U-BARS SHALL PROJECT 2" ABOVE TOP OF BEAM)
A = 1 S.O. 6 - NO. 4 U-BARS @ 4" (TOP & BOT.)
(ALTERNATE TOP U-BARS SHALL PROJECT 2" ABOVE TOP OF BEAM)
B = 1 S.O. 4 - NO. 4 U-BARS @ 4" (TOP & BOT.)
9-"D" BARS (BOT.)
7 SPA. @ 6"5"
B
B (TYP.)6"(TYP.)
4"1"1'-6"
(TYP. OF 2)
NO. 5 WEB BAR
ADDITIONAL
(TYP. OF 6)
NO. 5 FULL LENGTH BAR
(SEE NOTE 2)
4-NO. 5 BARS, FULL LENGTH
(SEE NOTE 2)
4-NO. 5 BARS, FULL LENGTH
LONGITUDINAL BARS AS SHOWN IN VIEWS A-A AND B-B.
PROVIDE ADDITIONAL LENGTH AND STANDARD HOOK TO ENDS OF
SEE ODOT STD. DWG PSBD-2-07 FOR ADDITIONAL DETAILS.
STANDARD HOOK
4 NO. 5 BARS WITH
STANDARD HOOK
2 NO. 5 BARS WITH5"2 NO. 5 WEB BARS
A
A
3"30°0'0"3"30°0'0"
2" BEARING ANCHOR ROD HOLE
2" BEARING ANCHOR ROD HOLE
ROD HOLE
2" BEARING ANCHOR
ROD HOLE
2" BEARING ANCHOR
2" ANCHOR DOWEL HOLE 2" ANCHOR DOWEL HOLE
36" BEAM END DETAILS
(SEE SHEET FOR LOCATION OF BEARING ANCHOR HOLES)16 24
(SEE SHEET FOR LOCATION OF BEARING ANCHOR HOLES)16 24
(LOOKING UPSTATION)
(LOOKING UPSTATION)
CB17-48 (SEE NOTE 1)
(TYP. OF 2, SEE NOTE 2)
NO. 5 BAR, FULL LENGTH
(TYP. OF 2, SEE NOTE 2)
NO. 5 BAR, FULL LENGTH
9"
10"2"2 STRANDS@ 2" = 4"2 SPA.
4"
4"
2 SPA. @ 2" = 4"2 SPA. @ 2" = 4"
2 SPA. @ 2" = 4"2 SPA. @ 2" = 4"
BEAM 1-11 AND BEAM 13 SECTION @ MIDSPAN
48" BEAM END DETAILS
2'-2" (36" BEAM)
3'-2" (48" BEAMS)
FASCIA BEAM
FACE OF
EXTERIOR
OMIT KEY ON
7ƒ" (B12)
8ƒ" (B1-B11, B13)
ALTERNATE "XX" AND "C" BARS
¬ = ALTERNATE "X" AND "V" BARS
LEGEND:
2 SPA. @ 2" = 4"2 SPA. @ 2" = 4"
2568773SHAWAN FALLS DRIVE BRIDGEOVER SOUTH FORK INDIAN RUN24DATESTRUCTURE FILE NUMBERREVIEWEDJCS3/8/22REVISEDDRAWNCHECKEDDESIGNEDDRIVESHAWAN FALLS P:\PR58074\FRA\000000\Design\Structure\Sheets\SB001.dgn Sheet 5/6/2022 4:53:29 PM jkelley66EngineersArchitectsPlanners 5085 REED RO AD, COLUMBUS, O HIO 43220BDEJMK-41
16BEARING DETAILSKKNNOTES:
4.
3.
2.
1.
LEGEND:
| BEAM
ELASTOMERIC BEARING
BEARING
ELASTOMERIC
ABUTMENT SEAT
BEARING
ELASTOMERIC
5•
"
5•
"
6"
6"
•
"
•
"
4"
4"4•"
4•"
•"
•"
9‚
"
¬
1'-
4„
" *
PLAN VIEWAA
SECTION A-A
6"x6" PEJF
(6" x 6" PEJF NOT SHOW FOR CLARITY)
11"
5•"
5•"
•"
•"
1'-0"9‚" ¬
1'-4„" *
LOAD PLATE
9" x 12" BEVELED
-
--
---
B
B
6"
SECTION B-B
4"
4"
8"
9"
•"
•" 1•"1•" F.A.1†" R.A.MIDSPAN
30°0'0"
2" ANCHOR DOWEL HOLE
| ANCHOR RODS
| ABUTMENT BEARINGS
LOAD PLATE
9" X 12" BEVELED NR.A.F.A.
| ƒ" DIA. BEARING ANCHOR ROD
DOWEL HOLE
| 2" DIA. ANCHOR
| ANCHOR RODS
ANCHOR ROD
ƒ" DIA. BEARING
LOAD PLATE
9" X 12" BEVELED
BEARING DESIGN SERVICE LOADS (KIPS)
DEAD LOAD 31
LIVE LOAD W/0 IMPACT 13
TOTAL DESIGN LOAD 44
ANCHOR ROD HOLE
2" DIA. BEARING
ANCHOR ROD HOLE
2" DIA. BEARING
ANCHOR ROD HOLE
2" DIA. BEARING
DETAILS.
SEE ODOT STANDARD DRAWING PSBD-2-07 FOR ADDITIONAL ANCHOR DOWEL
FOR ADDITIONAL BEVELED LOAD PLATE AND BEARING ANCHOR ROD DETAILS.
REFER TO ODOT STANDARD DRAWING BD-1-11 FOR MEASUREMENT, PAYMENT, AND
THE BEARING.
VULCANIZE ALL STEEL PLATES IN CONTACT WITH AN ELASTOMERIC BEARING TO
HIGHWAY BRIDGES, DIVISION II, SECTION 18.7.2.6) IS NOT REQUIRED.
COMPRESSION PROOF LOAD TEST (AASHTO STANDARD SPECIFICATIONS FOR
THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS. THE LONG-TERM
BEARINGS WERE DESIGNED IN ACCORDANCE WITH SECTION 14.7.6 (METHOD A) OF
ELASTOMERIC BEARING PADS SHALL HAVE A HARDNESS OF 50 DUROMETER. THE
2ˆ"
---= 1 EXTERNAL ELASTOMER LAYER THICKNESS = 0.350"
--= 1 STEEL LAMINATE LAYER THICKNESS = 0.0747"
-= 1 INTERNAL ELASTOMER LAYER THICKNESS = 0.500"
¬ = B17-36 BOX BEAM (BEAM 12)
* = B17-48 BOX BEAM (BEAMS 1-11 & 13)
2568773SHAWAN FALLS DRIVE BRIDGEOVER SOUTH FORK INDIAN RUN24DATESTRUCTURE FILE NUMBERREVIEWEDJCS3/8/22REVISEDDRAWNCHECKEDDESIGNEDDRIVESHAWAN FALLS P:\PR58074\FRA\000000\Design\Structure\Sheets\ST001.dgn Sheet 5/6/2022 4:53:30 PM jkelley66EngineersArchitectsPlanners 5085 REED RO AD, COLUMBUS, O HIO 43220JMKBDE-42
17KKTRANSVERSE SECTION AND DECK PLANNTRANSVERSE SECTION
(MINUS FIT-UP)
3•"
B1 B2 B3 B4 B5 B6 B7 B8 B9B9 B10 B11 B12 B13
CROWN AND PROFILE GRADE
\ CONSTR. SHAWAN FALLS DRIVE
LEVEL C.J.
1.6%1.6%
1.6%6"2•"CLR.S603
SEE NOTE 3 SEE NOTE 3
LEGEND:
NOTES: PHASE C.J.
6"
6"
**
**
M.C. 16'-0" 11'-3•" 1'-6"
1'-6"
SHAWAN FALLS DR.
\ CONSTRUCTION
PHASE C.J.
BRIDGE LIMITS
46'-1„"7'-3•"SIDEWALK
7'-3•" PLUS FIT-UP
SHOULDER
4'-0"
LANE
12'-0"
LANE
12'-0"
LANE
12'-0"
SHOULDER
4'-0"
51'-3•" PLUS FIT-UP OUT/OUT DECK
51'-3•" PLUS FIT-UP49-S602 @ 9" = 36'-0"(2 LENGTHS)16-S603 @ 1'-6" = 22'-6"(2 LENGTHS)18-S603 @ 1'-6" = 25'-6"3"3"49-S601 ¬ @ 9" = 36'-0"
S601
S602
ON SHEET
SLAB THICKNESS DIAGRAM
SEE REINFORCED CONCRETE
REINFORCED CONCRETE SLAB,
6" MIN. CAST-IN-PLACE
18 24
SEE CURB DETAIL
RAILING, SEE SHEET
MODIFIED TST-1-99
20 24
RAILING
TST-1-99
STRIP
STEEL DRIP
@ EQ. SPA8-S404(2 LENGTHS)S403
S404
S402*
S401*
MIN. LAP (TYP.)
2'-8" #6 BAR
MIN. LAP (TYP.)
1'-10" #4 BAR
(TYP.)33°30'00"
(2 LENGTHS)
S603
39 SETS OF 1-S401*, 1-S402*, & 1-S403 ¬ @ 1'-0" = 38'-0"
CURB DETAIL9"1•"
3" RAD.
TOP OF DECK
TOP OF OVERLAY11ƒ"PHASE 2 CONSTRUCTION
27'-3•"
PHASE 1 CONSTRUCTION
24'-0" PLUS FIT-UP
STA. 101+73.74
BEARINGS
| REAR ABUTMENT
STA. 102+16.24
BEARINGS
| FORWARD ABUTMENT
10 24 11 24
102+00 PHASE 1 CONSTRUCTION24'-0" PLUS FIT-UPPHASE 2 CONSTRUCTION27'-3•"16'-0"35'-3•" PLUS FIT-UP
SIDEWALKFIT-UPPLUSDECK PLAN AND RAILING LAYOUT
4'-2"
6 SPA. @ 6'-3" = 37'-6"
6 SPA. @ 6'-3" = 37'-6"
= 17'-8"
4 SPA. @ 4'-5"
RAIL POST SPACING
SEE NOTE 4
RAIL POST SPACING
SEE NOTE 4
10 24
11 24 14 24 , AND .
4. LOCATE POSTS AS SHOWN ON SHEETS ,
(SPREAD FORMS AT TOP TO PROVIDE TIGHT FIT).
3. SLOPE SIDES OF BEAM LOCATED AT CROWN POINT
END OF DECK REINFORCING DETAILS.
2. SEE SHEETS AND FOR
RAIL ANCHOR PLATES AS NECESSARY.
1. ADJUST DECK AND SIDEWALK REINFORCING AROUND
21 24
2 SPA.
= 8'-4"
@ 4'-2"
4'-2"
4'-2"
4'-5"
4'-5"
2 SPA.
= 8'-10"
@ 4'-5"
(TYP.)
| RAIL POST
3"3"BOX BEAM
1 - B17-48
BOX BEAM
1 - B17-36
11 - B17-48 BOX BEAMS
 = SEE BENDING PLAN ON SHEET
 = DIMENSION VARIES WITH TEMPERATURE, SHOWN AT
(EPOXY-URETHANE)
** = LIMITS OF SEALING OF CONCRETE SURFACES
AND SIDEWALK LIMITS
AND TOUCH-UP PER 509.09 TO FIT BARS WITHIN DECK
¬ = FIELD CUT S601 AND S403 BARS AS NECESSARY
CEMENT GROUT PER 510.
PHASE 3 CONSTRUCTION. GROUT HOLES WITH
* = DOWEL S401 & S402 BARS 6" INTO DECK DURING
3" ASPHALT OVERLAY
TACK COAT AND ASPHALT ITEMS
SEE ROADWAY PLANS FOR
2568773SHAWAN FALLS DRIVE BRIDGEOVER SOUTH FORK INDIAN RUN24DATESTRUCTURE FILE NUMBERREVIEWEDJCS3/8/22REVISEDDRAWNCHECKEDDESIGNEDDRIVESHAWAN FALLS P:\PR58074\FRA\000000\Design\Structure\Sheets\SS003.dgn Sheet 5/6/2022 4:53:31 PM jkelley66EngineersArchitectsPlanners 5085 REED RO AD, COLUMBUS, O HIO 43220JMKJMKBDE-43
18SCREED ELEVATIONS, TOPPING THICKNESS AND CAMBER
24'-0" PLUS FIT-UP
11'-3•"
3" ASPHALT
OVERLAY BEARINGS
| R.A.
| SPAN
TOP OF BEAM
CAMBERTHICKNESSTOPPINGREINFORCED CONCRETE SLAB THICKNESS AND CAMBER DIAGRAM
NOTES:
30
0
30
ABUTMENT
| REAR • SPAN
ABUTMENT
| FORWARD
30
0
30
THE BEAM SEAT ELEVATIONS ASSUME ESTIMATED CAMBER D .
CONCRETE DECK, SIDEWALK, RAILINGS, OVERLAY) IS 0.77 INCHES.
AVERAGE DEFLECTION DUE TO REMAINING DEAD LOAD (E.G.
ESTIMATED CAMBER AT DAY 30 (D ) IS 1.62 INCHES.
ESTIMATED CAMBER AT DAY 0 (D ) IS 0.93 INCHES.
48" BEAM CAMBER:
THE BEAM SEAT ELEVATIONS ASSUME ESTIMATED CAMBER D .
SIDEWALK, RAILINGS, OVERLAY) IS 0.86 INCHES.
DEFLECTION DUE TO REMAINING DEAD LOAD (E.G. CONCRETE DECK,
ESTIMATED CAMBER AT DAY 30 (D ) IS 1.98 INCHES.
ESTIMATED CAMBER AT DAY 0 (D ) IS 1.14 INCHES.
36" BEAM CAMBER:
TOPPING THICKNESS* (IN)
TOP OF CONCRETE DECK
CONSTRUCTION
* = MEASURED TO TOP OF CONCRETE DECK, PRIOR TO OVERLAY
BEARINGS
| F.A.
ABUTMENT BEARING |'s
BASELINE BETWEEN
51'-3•" PLUS FIT UP OUT/OUT OF DECK
LEFT EDGE OF DECK
RIGHT EDGE OF DECK
PHASE C.J.
\ CONSTR. SHAWAN FALLS DRIVE
| B1 | B2 | B3 | B4 | B5 | B6 | B7 | B8 | B9 | B10 | B11 | B12 | B13
SCREED LOCATION DIAGRAM
8
6„
6‡
9„
SCREED ELEVATIONS
| REAR ABUTMENT | FORWARD ABUTMENT
STATION ELEVATION STATION ELEVATION STATION ELEVATION STATION ELEVATION STATION ELEVATION
101+50.24 855.63 101+60.87 855.59 101+71.49 855.50 101+82.12 855.34 101+92.74 855.15
101+66.28 855.87 101+76.90 855.79 101+87.53 855.66 101+98.15 855.48 102+08.78 855.25
101+73.74 855.96 101+84.37 855.86 101+94.99 855.72 102+05.62 855.53 102+16.24 855.29
101+84.33 855.57 101+94.96 855.46 102+05.58 855.31 102+16.21 855.09 102+26.83 854.82
PHASE C.J.
PROFILE GRADE AND CROWN
RIGHT EDGE OF DECK
‚ SPAN • SPAN ƒ SPAN
16'-0"
35'-3•" PLUS FIT-UP
RIGHT EDGE OF DECK
PROFILE GRADE AND CROWN
PHASE C.J.
LEFT EDGE OF DECK
LEFT EDGE OF DECK ¬
PROFILE GRADE AND CROWN
ELEVATION: +0.01', -0.00'
STATION: +0.14', -0.00'
THE ACTUAL FIT-UP AS FOLLOWS:
ALLOWANCE OF 2•". ACTUAL VALUES MAY VARY BASED ON
CALCULATED ASSUMING THE MAXIMUM ALLOWABLE FIT-UP
¬ = LEFT EDGE OF DECK STATIONS AND ELEVATIONS SHOWN ARE
LEGEND:
19 24
8‡
6•
7
8…
7ƒ
6•
7†
10•
(ASHPALT OVERLAY NOT SHOWN)
LOADS.
CAUSED BY DECK PLACEMENT AND OTHER ANTICIPATED DEAD
CONCRETE DECK SURFACE LOCATION PRIOR TO DEFLECTIONS
3. SCREED ELEVATIONS SHOWN REPRESENT THE THEORETICAL
GRADE ADJUSTMENT AND BEAM CAMBER.
THICKNESS THAT PROVIDES AN ALLOWANCE FOR: VERTICAL
THICKNESS, THE QUANTITY INCLUDES A VARIABLE HAUNCH
ACCORDING TO CMS 511. IN ADDITION TO THE DESIGN SLAB
ESTIMATED QUANTITY OF DECK CONCRETE IS MEASURED
2. DECK SLAB THICKNESS FOR CONCRETE QUANTITY: THE
DIAGRAM.
1. SEE SHEET FOR CRITICAL BRIDGE POINTS
2568773SHAWAN FALLS DRIVE BRIDGEOVER SOUTH FORK INDIAN RUN24DATESTRUCTURE FILE NUMBERREVIEWEDJCS3/8/22REVISEDDRAWNCHECKEDDESIGNEDDRIVESHAWAN FALLS P:\PR58074\FRA\000000\Design\Structure\Sheets\SM001.dgn Sheet 5/6/2022 4:53:31 PM jkelley66EngineersArchitectsPlanners 5085 REED RO AD, COLUMBUS, O HIO 43220BDEBDEJMK-44
19FINAL DECK SURFACE ELEVATIONSNLEFT EDGE OF DECK
RIGHT EDGE OF DECK
TOE OF CURB
(TYP
.)33
°30
'0
"
‚ S
P
A
N
ƒ S
P
A
N
• S
P
A
N
|
R.
A.
CRITICAL POINTS DIAGRAM
SPAN
42'-6"
B
E
A
RI
N
G
S
B
E
A
RI
N
G
S
| F.
A.
PHASE C.J.
102+00
NOTES:
B11
B10
B1
B2
B3
B4
B5
B6
B7
B8
B9 28'-0"16'-0"11'-3•"| REAR ABUTMENT | FORWARD ABUTMENT
STATION ELEVATION STATION ELEVATION STATION ELEVATION STATION ELEVATION STATION ELEVATION
101+50.24 101+60.87 101+71.49 101+82.12 101+92.74
101+51.57 101+62.19 101+72.82 101+83.44 101+94.07
101+54.24 101+64.87 101+75.49 101+86.12 101+96.74
LEFT TOE OF CURB 101+55.21 855.96 101+65.83 855.86 101+76.46 855.74 101+87.08 855.60 101+97.71 855.43
| BEAM 3 101+56.92 855.99 101+67.54 855.88 101+78.17 855.76 101+88.79 855.61 101+99.42 855.45
| BEAM 4 101+59.59 856.03 101+70.22 855.92 101+80.84 855.79 101+91.47 855.64 102+02.09 855.46
| BEAM 5 101+62.27 856.06 101+72.89 855.95 101+83.52 855.81 101+94.14 855.66 102+04.77 855.48
| BEAM 6 101+64.94 856.10 101+75.57 855.98 101+86.19 855.84 101+96.82 855.68 102+07.44 855.50
PHASE C.J.101+66.27 856.12 101+76.89 856.00 101+87.52 855.85 101+98.14 855.69 102+08.77 855.50
| BEAM 7 101+67.62 856.13 101+78.24 856.01 101+88.87 855.86 101+99.49 855.70 102+10.12 855.51
| BEAM 8 101+70.29 856.17 101+80.92 856.04 101+91.54 855.89 102+02.17 855.72 102+12.79 855.52
| BEAM 9 101+72.97 856.20 101+83.59 856.07 101+94.22 855.91 102+04.84 855.73 102+15.47 855.53
PROFILE GRADE & CROWN 101+73.74 856.21 101+84.37 856.07 101+94.99 855.92 102+05.62 855.74 102+16.24 855.54
| BEAM 10 101+75.64 856.14 101+86.27 856.00 101+96.89 855.84 102+07.52 855.66 102+18.14 855.45
| BEAM 11 101+78.32 856.05 101+88.94 855.90 101+99.57 855.73 102+10.19 855.55 102+20.82 855.34
| BEAM 12
| BEAM 13
101+84.33 101+94.96 102+05.58 102+16.21 102+26.83 35'-3•" PLUS FIT-UPPROFILE GRADE & CROWN
\ CONSTR. SHAWAN FALLS DRIVE
‚ SPAN • SPAN ƒ SPAN
¬
¬
¬
¬
¬
¬
¬
¬
¬
¬
¬
¬
¬
¬
LEGEND:
LEFT EDGE OF DECK*
| BEAM 1*
| BEAM 2*
RIGHT EDGE OF DECK*
* =
¬ =
EXCEPT WHERE LOCATIONS ARE MARKED WITH AN '*'.
ELEVATIONS ARE GIVEN AT THE TOP OF THE APSHALT SURFACE,
DEFLECTIONS HAVE OCCURRED.
SURFACE LOCATION AFTER ALL ANTICIPATED DEAD LOAD
FINAL DECK SURFACE ELEVATIONS SHOWN REPRESENT THE DECK
2.
1.
855.63
855.66
855.70
855.54
855.56
855.60
855.43
855.45
855.48
855.30
855.31
855.34
855.15
855.16
855.18
855.57 855.42 855.24 855.04 854.82
CONCRETE DECK
ELEVATIONS AT THIS LOCATION ARE GIVEN AT THE TOP OF
ELEVATION: +0.01', -0.00
STATION: +0.14', -0.00'
MAY VARY BASED ON THE ACTUAL FIT-UP AS FOLLOWS:
BETWEEN BEAMS. AT THE LEFT EDGE OF DECK, ACTUAL VALUES
THE MAXIMUM ALLOWABLE FIT-UP ALLOWANCE OF •" PER JOINT
STATIONS AND ELEVATIONS SHOWN ARE CALCULATED ASSUMING
B12
B13
101+80.66
101+83.01
855.96
855.87
101+91.29
101+93.63
855.81
855.72
102+01.91
102+04.26
855.64
855.54
102+12.54
102+14.88
855.45
855.34
102+23.16
102+25.51
855.23
855.13
2568773SHAWAN FALLS DRIVE BRIDGEOVER SOUTH FORK INDIAN RUN24DATESTRUCTURE FILE NUMBERREVIEWEDJCS3/8/22REVISEDDRAWNCHECKEDDESIGNEDDRIVESHAWAN FALLS P:\PR58074\FRA\000000\Design\Structure\Sheets\SA001.dgn Sheet 5/6/2022 4:53:32 PM jkelley66EngineersArchitectsPlanners 5085 REED RO AD, COLUMBUS, O HIO 43220JMKODW-45
20JMKRAILING DETAILS - 13"DETAILS
POST CONNECTION
TST-1-99 FOR
SEE STD. DWG.
W6x25 POST
| RAILING (TST-1-99)1'-9•"| RAILING (TST-1-99)
EDGE OF DECK
TOP OF DECK AT
VARIES10"VARIESTOP OF SIDEWALK
2•" 4" BOLT PROJECTION1'-9•"ON APPROACH SLAB
TOP OF SIDEWALK
2" PEJF2'-3•"| RAILING (TST-1-99)1'-9•"1'-9•"MOT CONFIGURATION FINAL CONFIGURATION
SECTION A-A3"SEE NOTE 2 1•"STD. DWG. TST-1-99
DETAIL ON
SEE RAILING CONNECTION
STD. DWG. TST-1-99
DETAIL ON
SEE RAILING CONNECTION
W6x25 POST
DETAILS
POST CONNECTION
TST-1-99 FOR
SEE STD. DWG.
SEE NOTE 31•"3"STD. DWG. TST-1-99
DETAIL ON
SEE RAILING CONNECTION
10"11…"1'-3"1'-6•"1'-3"1'-6•"9•"1'-6"4" BOLT PROJECTION 9•"3'-2"MOT CONFIGURATION FINAL CONFIGURATION
W6x25 POST
W6x25 POST
SECTION B-B
WINGWALL 2•"
WINGWALL
TS 4x4xŠ TS 4x4xŠ
TS 4x3xŠ
21 24SHEET )
BASEPLATE AS SHOWN ON
ON WINGWALLS (MODIFY
FOR ANCHOR CONNECTION
SEE STD. DWG. TST-1-99
TS 4x3xŠ
SLAB
TOP OF APPROACH
C.J.3"VARIES10"VARIESDETAILS
POST CONNECTION
TST-1-99 FOR
SEE STD. DWG.3'-6"3'-6"1"1"2•" 4" BOLT PROJECTION1'-9•"2" PEJF2'-2•"9•"1'-5"W6x25 POST
WINGWALL
21 24SHEET )
BASEPLATE AS SHOWN ON
ON WINGWALLS (MODIFY
FOR ANCHOR CONNECTION
SEE STD. DWG. TST-1-99 2"SEE STANDARD DRAWING TST-1-99 FOR SECTION AT BRIDGE
SECTION AT WINGWALL SHOWN,
21 24SHEET )
MODIFY BASEPLATE AS SHOWN ON
STD. DWG. TST-1-99
DETAIL ON
CONNECTION
SEE RAILING
LEFT RAILING ONLY
LEFT RAILING ONLY
RIGHT RAILING TYPICAL SECTION
STD. DWG. TST-1-99
DETAIL ON
CONNECTION
SEE RAILING
2" PEJF AS SHOWN)
DIRECTLY AGAINST
(PLACE OVERLAY
TOP OF 3" OVERLAY
TOP OF APPROACH SLAB
2" PEJF
TS 8x4xŠ
TS 4x4xŠ
DETAILS
CONNECTION
GUARDRAIL
TST-1-99 FOR
SEE STD. DWG.
(TST-1-99)
| RAILING
TS 4x3xŠ
SIDEWALKDECK ANDBEAMBOXA
A
AT TS 8x4xŠ CONNECTIONS)
AND LOCATIONS (TYP.
FOR HOLE DIMENSIONS
SEE STD. DWG. TST-1-99
B
B
W6x25 POST (TYP.)
TOP OF WINGWALL
| SPLICE
AND WINGWALL
OF ABUTMENT
FRONT FACE
END OF WINGWALL
21 24TYP. POST SPACING ON BRIDGE
6'-3"
SEE TS 4 CONNECTION
DETAIL ON SHEET
| SPLICE
AT EDGE OF DECK
TOP OF SIDEWALK
SEE ODOT STANDARD DRAWING TST-1-99 FOR RIGHT RAILING
LEFT RAILING SHOWN,
RAILING PARITAL ELEVATION
SEE TS 4 TERMINATION DETAILS
ON SHEET
21 24
21 24
TS 4x3xŠ CONNECTIONS)
(TYP. AT TS 4x4xŠ AND
FOR HOLE DIMENSIONS AND LOCATIONS
1'-8"
1'-8"
(TYP.)
ON SHEET
SEE SPLICE DETAILS
SOUTH END OF RAIL
AND BOLT HOLES AT
OMIT CONNECTION PLATE
NOTES:
6.
5.
4.
3.
2.
1.
2 24
MODIFIED TST-1-99 RAILING.
IN THE UNIT PRICE BID FOR ITEM 517 RAILING, MISC,:
PAINTING, ANCHOR BOLTS, AND POSTS SHALL BE PAID FOR
BUT NOT LIMITED TO, ALL BOLTS, PLATES, TUBES,
CONSTRUCT THE RAILINGS AS SHOWN HEREIN INCLUDING,
ALL MATERIALS, LABOR, AND EQUIPMENT NEEDED TO
SPECIFICATIONS.
SEE GENERAL NOTES ON SHEET FOR PAINT
FABRICATION.
DUBLIN ENGINEERS OFFICE FOR APPROVAL PRIOR TO
SHOP DRAWINGS MUST BE SUBMITTED TO THE CITY OF
CONCRETE AND FINISH INSTALLATION OF THE RAILING.
BOLTS USING COUPLING NUTS. POUR THE PHASE 3
THREADED ROD EXTENSIONS TO THE EXISTING ANCHOR
PLATE PER ODOT STANDARD DRAWING TST-1-99. INSTALL
FROM THE ANCHOR BOLTS AND INSTALL A NEW SPACER
DURING PHASE 3 CONSTRUCTION, REMOVE THE MOT RAILING
INSTALL THE FINAL RAILING AS SHOWN ON THIS SHEET.
SIDEWALK CONCRETE. REMOVE THE MOT RAILING AND
AND STUDS, TOUCH-UP GALVANIZING, AND CAST INTO THE
CONSTRUCTION, FIELD WELD THE TOP ROW OF SLEEVE NUTS
OF STUDS AND SLEEVE NUTS. DURING PHASE 3
NUTS ATTACHED AS SHOWN. DO NOT ATTACH THE TOP ROW
CONSTRUCTION WITH ONLY THE BOTTOM ROW OF SLEEVE
CAST RAILING ANCHOR PLATES IN THE DECK DURING PHASE 1
DETAILS NOT SHOWN.
MODIFIED BASE PLATE. SEE TST-1-99 FOR DIMENSIONS AND
SHOWN IN THESE PLANS WITH ADDITIONAL TS 4 RAILS AND
SHALL BE ODOT STANDARD DRAWING TST-1-99 MODIFIED AS
WINGWALLS SHOWN IN THESE PLANS. THE LEFT RAILING
TST-1-99 EXCEPT FOR THE MODIFIED BASEPLATE ON THE
RIGHT RAILING SHALL BE ODOT STANDARD DRAWING
2568773SHAWAN FALLS DRIVE BRIDGEOVER SOUTH FORK INDIAN RUN24DATESTRUCTURE FILE NUMBERREVIEWEDJCS3/8/22REVISEDDRAWNCHECKEDDESIGNEDDRIVESHAWAN FALLS P:\PR58074\FRA\000000\Design\Structure\Sheets\SA002.dgn Sheet 5/6/2022 4:53:33 PM jkelley66EngineersArchitectsPlanners 5085 REED RO AD, COLUMBUS, O HIO 43220JMKODW-46
21AAARAILING DETAILS - 2T1 - PLAN
T1 - ELEVATION T2 - ELEVATION
T2 - PLAN
TS 4x4xŠ TS 4x4xŠ
14°
14°
14°
14°
T3 - ELEVATION
T3 - PLAN
TS 4x4xŠ
TS 4x4xŠ TS 4x4xŠ TS 4x4xŠ
| ‡" DIA. HOLE (TYP.)2"2"‡" DIA. HOLE (TYP.)
| POST
1'-8‚"8ƒ"
1'-8‚"8ƒ"
3•"5Š"
7ˆ"
1ƒ"1ƒ"5Š"
TS 4x4xŠ TERMINATION ASSEMBLY - PLAN
TS 4x4xŠ TERMINATION ASSEMBLY - ELEVATION
‚ALL AROUND (TYP.)
GROUND SMOOTH
G
45°
‚ALL AROUND (TYP.)
GROUND SMOOTH
G
45°
T1
T2 T3
T3
T2
T1
W6x25 POST
W6x25 POST
(AT EACH END OF LEFT RAILING)
| ƒ" DIA. HOLES
TYP.
‚
‚
TYP.
AND HEX NUT
CAP SCREW WITH FLAT WASHER
ASTM A499 †" DIA. x 1ƒ" LONG
INNER SLEEVE
SPLICE (TYP.)
THE OUTER TUBE AND THE INNER
TO PREVENT SLIDING BETWEEN
NOT BE DRAWN UP SO TIGHT AS
BOLTS IN SLOTTED HOLES SHALL
INNER SLEEVE
OUTER TUBE HOLES
| INNER SLEEVE AND
TUBE ONLY (TYP.)
SLOTTED HOLE IN OUTER
ƒ" WIDE BY 1•" LONG
| SPLICE
D D
SECTION D-D - AT SPLICE
†" DIA. HEX NUT TS 4X3xŠ
TS 4x4xŠ OR
4"4"4"4"2"
1'-8"
2" - TS 4x3xŠ
3" - TS 4x4xŠ
3"
} Š"x2•"x1'-8"
(TS 4x3xŠ)
}Š"x1…"x1'-8"
(TS 4x4xŠ)
} Š"x2…"x1'-8"
GAP
‚"
TS 4 SPLICE INNER SLEEVE SECTION TS 4 SPLICE ASSEMBLY SECTION 20'-0"R2'-5•"
1'-1•"
4'-7†"
STRAIGHT2'-8„"CURVED
STRAIGHT
TS 8x4xŠ
TS 8x4xŠ BENDING PLAN
AT RIGHT REAR WINGWALL, TYPICAL OF 2-TS 8x4xŠ MEMBERS WINGWALLFACE
TRAFFIC
2"2"•"| POST
1•"C
C
VIEW C-C
IN TUBE (TYP.)
‡" DIA. HOLE
OF POST (TYP.)
TRAFFIC SIDE FLANGE
SLOTTED HOLE IN
‡" WIDE x 1‡" HIGH (TYP.)2"(TYP.)
AND TUBE
FLANGE
| HOLE IN
2"10"2"1'-2"7"7"MODIFIED BASE PLATE
(TYP.)
1‚" HOLE
‹
‹Š
POST
1‚" PLATE
FACE
TRAFFIC
TS 4 CONNECTION DETAIL
5"7"
3Ž"6…"1Ž"
1'-0"
TOP OF POST
(TYP.)
1ƒ"
TS 4x4xŠ TS 4x4xŠ
TS 4x3xŠ
POST
W6x25
HEX NUT AND WASHER
BUTTON HEAD BOLTS WITH
ƒ" DIA. x 4•" LONG A307
POST
TS 4x3xŠ AND
| BOLT HOLE IN
TS 4x3xŠ
HEX NUT AND WASHER
BUTTON HEAD BOLTS WITH
ƒ" DIA. x 5•" LONG A307
POST
TS 4x4xŠ AND
| BOLT HOLE IN WP
2568773SHAWAN FALLS DRIVE BRIDGEOVER SOUTH FORK INDIAN RUN24DATESTRUCTURE FILE NUMBERREVIEWEDJCS3/8/22REVISEDDRAWNCHECKEDDESIGNEDDRIVESHAWAN FALLS P:\PR58074\FRA\000000\Design\Structure\Sheets\SM002.dgn Sheet 5/6/2022 4:53:34 PM jkelley66EngineersArchitectsPlanners 5085 REED RO AD, COLUMBUS, O HIO 43220NNJMKJMKBDE-47
22APPROACH SLAB PLANA
A
11'-3•"SLEEPER8'-0"
SLAB
SLAB SEAT
6" APPROACH
SHAWAN FALLS DR.
\ CONST.
PHASE C.J.
A1B2
4 D 3
C
10 K 9
12
N
11 M
J
L
20'-0"
APPROACH SLAB PLAN - REAR ABUTMENTPHASE 2 CONST.29'-10‡"PHASE 1 CONST.24'-0" PLUS FIT-UP53'-10‡" PLUS FIT-UP3"
A B
XX
YY101+50
**
**
**3"FIT-UP8'-0†" PLUSFIT-UP7'-3•" PLUSSTEEL NOT SHOWN)
(APPROACH SLAB REINFORCING
LEFT CURB DETAIL9"1•"A.S.1'-1" OVERLAY
3" ASPHALT
3" RAD.
C.J.
SECTION C-C
SECTION B-B
SECTION A-A
7'-3•" PLUS FIT-UP (F.A.)
8'-0†" PLUS FIT-UP (R.A.)
VARIES 7'-3•" TO
1.6%
7'-3•" PLUS FIT-UP
VARIES 5'-5„" TO
7'-3•" PLUS FIT-UP
S408
S409
(SEE SECTION A-A FOR INFORMATION NOT SHOWN)
(SEE SECTION A-A FOR INFORMATION NOT SHOWN)
TO 9"
VARIES 3" A.S.1'-1" OVERLAY
3" ASPHALT
ON THIS SHEET
CURB DETAIL
SEE LEFT
REINFORCING NOT SHOWN)
(APPROACH SLAB
S408 (F.A.)
S405 (R.A.)
S409 (F.A.)
S406 (R.A.)
S402*
S401*
S402*
S401*SIDEWALKVARIESSIDEWALKVARIESSIDEWALKVARIESVARIES
OF REINFORCING STEEL
APPROACH SLAB TOP LAYER
NOTE 4
SEE
S412
S411 OR
OF 8)
S410 (TYP.
S411
S403
9'-3•" PLUS FIT-UP
1.6%1.6%
1.6%OVERLAY3" ASPHALTA
A
B
B
C
C
11'-3•"SLABSLEEPER8'-0"
SLAB SEAT
6" APPROACH
SHAWAN FALLS DR.
\ CONST.
PHASE C.J.
P
15 S 16
14Q13
R
7 8
FE
G H
5 6
20'-0"
APPROACH SLAB PLAN - FORWARD ABUTMENTPHASE 2 CONST.27'-3•"PHASE 1 CONST.24'-0" PLUS FIT-UP51'-3•" PLUS FIT-UP3"1'-0"
C D
EF
102+50
**
**
**3"FIT-UP7'-3•" PLUSGTRANSISTION
6'-6"H J
S411
S403
11"6"`2'-0"NOTE 4
SAWCUT, SEE
BOUNDARY FOR 15'
-0"R11'-6‚"
ELEVATIONSTATIONOFFSETPT.ELEVATIONSTATIONOFFSETPT.
TOP OF SLEEPER SLAB ELEVATIONS
NOTES:
LEGEND:
TOP OF APPROACH SLAB ELEVATIONS***
CONSTRUCTION OF THE ASPHALT OVERLAY
AT THE TOP OF CONCRETE, PRIOR TO
TOP OF APPROACH SLAB ELEVATIONS ARE GIVEN ***
¬
¬
¬
¬
¬
¬
¬
¬
ELEVATION: +0.01', -0.00'
OFFSET: +0.00', -0.21'
STATION: +0.14', -0.00'
FIT-UP AS FOLLOWS:
2•". ACTUAL VALUES MAY VARY BASED ON THE ACTUAL
ASSUMING THE MAXIMUM ALLOWABLE FIT-UP ALLOWANCE OF
¬ = STATION, OFFSET, AND ELEVATION SHOWN ARE CALCULATED
ABOVE TOP OF APPROACH SLAB
** = •" PEJF BETWEEN ADJACENT SIDEWALKS AND CURBS
CEMENT PER 510.
DURING PHASE 3 CONSTRUCTION. GROUT HOLES WITH
* = DOWEL S401 & S402 BARS 3" MIN. INTO APPROACH SLAB
4.
3.
2.
1.
INCLUDED WITH THE APPROACH SLAB FOR PAYMENT.
PLACED IN DIRECT CONTACT WITH THE REINFORCING STEEL. COST OF CONCRETE REMOVALS IS
TO A DEPTH OF 1" BELOW THE TOP LAYER OF REINFORCING STEEL. PNEUMATIC HAMMER SHALL NOT BE
THE WEIGHT OF THE HAMMER SHALL NOT BE MORE THAN 10 POUNDS. CONCRETE SHALL BE REMOVED
MEANS OF APPROVED HAND-OPERATED HAMMERS EMPLOYING POINTED OR BLUNT CHISEL TYPE TOOLS.
SAWCUT BOUNDARIES OF PROPOSED CONCRETE REMOVALS 1" DEEP. CONCRETE REMOVAL SHALL BE BY
APPROACH SLAB INSTALLATION SHALL BE TYPE A.
SEE ODOT STANDARD DRAWING AS-2-15 FOR ADDITIONAL DETAILS AND SLEEPER SLAB DIMENSIONS.
PAYMENT WITH ITEM 509 - EPOXY COATED REINFORCING STEEL.
COC 2 CONCRETE, SIDEWALK. REINFORCING STEEL FOR THE SIDEWALK SHALL BE INCLUDED FOR
BE EPOXY COATED. SIDEWALK CONCRETE SHALL BE INCLUDED FOR PAYMENT WITH ITEM 511 - CLASS
526 - REINFORCED CONCRETE APPROACH SLABS (T=13"), AS PER PLAN. ALL REINFORCING STEEL SHALL
APPROACH SLAB CONCRETE AND REINFORCING STEEL SHALL BE INCLUDED FOR PAYMENT WITH ITEM
CALLOUTS XX AND YY ARE IN ADDITION TO REINFORCING SHOWN IN THE STANDARD DRAWING.
SEE STANDARD DRAWING AS-1-15 FOR REINFORCING IN APPROACH SLAB. REINFORCING GIVEN IN
S
R
Q
P
N
M
L
K
J
H
G
F
E
D
C
B
A
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
102+48.31
102+28.46
102+38.04
102+18.04
101+62.90
101+70.83
101+82.36
101+51.94
101+71.94
102+30.56
102+10.56
102+14.54
101+94.71
101+44.47
101+64.47
101+28.61
101+48.61
16.00' R
16.00' R
0.00'
0.00'
17.83' R
16.00' R
16.00' R
0.00'
0.00'
11.29' L
11.29' L
35.50' L
35.50' L
11.29' L
11.29' L
35.50' L
35.50' L
102+53.42
102+43.83
102+42.83
102+33.24
101+59.46
101+67.79
101+47.14
101+56.74
102+35.36
102+25.77
102+19.34
102+09.74
101+39.67
101+49.26
101+23.65
101+33.24
16.00' R
16.00' R
0.00'
0.00'
18.62' R
16.70' R
0.00'
0.00'
11.29' L
11.29' L
35.50' L
35.50' L
11.29' L
11.29' L
35.50' L
35.50' L
854.34
854.78
854.82
855.25
855.79
855.74
855.59
856.18
855.98
854.80
855.22
854.75
855.10
856.05
855.88
855.74
855.63
853.16
853.35
853.63
853.84
854.73
854.68
855.13
855.05
853.61
853.83
853.57
853.76
854.99
854.93
854.68
854.64
YY = 3-#10 BARS 12'-5" LONG (BOT.) , 2-#5 BARS 8'-8" LONG (TOP)
XX = 4-#5 BARS 3'-6" LONG, T&B
J = 1 S.O. 6-S412 @ 11" (FIELD BEND AS NECESSARY)
H = 4-S411 @ 11" (FIELD BEND AS NECESSARY)
G = 1 SET OF 8-S410 @ EQ. SPA.
F = 1 SET OF 1-S401, 1-S402, & 1-S403
E = 1 S.O. 8-S409 @ EQ. SPA.
D = 12 SETS OF 1-S401, 1-S402, & 1-S408 @ 1'-0" = 11'-0"
C = 1 S.O. 4-S407 @ 4-S402 @ 1'-0" = 3'-0"
B = 1 S.O. 9-S406 @ EQ. SPA.
A = 1 S.O. 20-S405, 20-S401, & 20-S402 @ 1'-0" = 19'-0"
2568773SHAWAN FALLS DRIVE BRIDGEOVER SOUTH FORK INDIAN RUN24DATESTRUCTURE FILE NUMBERREVIEWEDJCS3/8/22REVISEDDRAWNCHECKEDDESIGNEDDRIVESHAWAN FALLS P:\PR58074\FRA\000000\Design\Structure\Sheets\SL001.dgn Sheet 5/6/2022 4:53:35 PM jkelley66EngineersArchitectsPlanners 5085 REED RO AD, COLUMBUS, O HIO 4322048JMKJMKREINFORCING STEEL LIST - 1ODW23
MARK NO.LENGTH WEIGHT TYPE DIM. A DIM. B DIM C DIM D DIM E/RAD.INCR.
REINFORCING STEEL LIST - ABUTMENTS
MARK NO.LENGTH WEIGHT TYPE DIM. A DIM. B DIM C DIM D DIM E/RAD.INCR.
A601
A558
A557
A556
A555
A554
A553
A552
A551
A550
A549
A548
A547
A546
A545
A544
A543
A542
A541
33
2
14
2
2
2
4
4
1
1
2
2
8
7
S.O.
1
11
2
2
4
4
TOTAL
6'-10"
9'-11"
6'-2"
7'-9"
18'-1"
17'-9"
17'-10"
17'-7"
16'-8"
19'-3"
13'-0"
7'-5"
10'-2"
12'-7"
TO
9'-1"
17'-11"
22'-10"
21'-10"
22'-7"
21'-7"
15755
339
21
90
16
38
37
74
73
17
20
27
15
85
79
206
46
94
90
1
20
26
STR
20
20
20
20
20
20
STR
20
STR
18
18
STR
STR
STR
6'-0"
2'-7"
2'-3•"
0'-8•"
0'-8•"
0'-8•"
0'-8•"
0'-5•"
4'-4"
3'-3"
1'-2"
1'-2"
1'-0"
1'-8"
0'-9•"
3'-2"
2'-11•"
3'-2"
3'-0•"
1'-11•"
2'-1•"
0'-10"
5'-10"
TO
4'-1"
8'-6"
6'-11"
1'-5•"
14'-10•"
14'-8•"
14'-7•"
14'-5•"
14'-7•"
14'-5•"
4'-2"
5'-10"
TO
4'-1"
8'-6"
1'-6" 1'-11"
0'-7"
10
2
7
S.O.
1
15
5
3
S.O.
2
3
2
4
S.O.
2
6
63
36
2
4
8
3
S.O.
2
6
S.O.
2
14
4
13
13
38
127
290
2
4
2
14
16
10
2
17
16
3
S.O.
2
516
4
S.O.
8
28
8
14
120
169
13'-6"
11'-10"
9'-5"
TO
7'-7"
16'-5"
6'-5"
5'-11"
TO
2'-2"
2'-2"
9'-5"
5'-8"
TO
4'-0"
8'-5"
2'-1"
3'-9"
10'-10"
12'-5"
12'-2"
12'-2"
TO
7'-6"
5'-10"
TO
3'-8"
8'-0"
29'-8"
6'-3"
5'-11"
4'-11"
7'-2"
6'-9"
3'-8"
6'-0"
6'-11"
9'-0"
28'-0"
10'-0"
18'-9"
7'-6"
14'-10"
6'-2"
TO
2'-6"
6'-8"
5'-7"
TO
1'-0"
7'-1"
12'-2"
6'-3"
30'-0"
4'-6"
141
25
62
257
33
25
7
20
40
53
137
141
23
52
102
62
59
117
124
85
80
195
949
2042
8
25
14
131
467
104
39
133
248
27
3588
110
207
102
91
3755
508
STR
20
18
18
STR
STR
STR
20
STR
STR
18
18
20
STR
STR
STR
STR
STR
STR
20
3
STR
99
1
STR
STR
20
STR
STR
STR
3
STR
STR
STR
STR
STR
STR
3
STR
STR
18
8'-9"
1'-2"
1'-2"
5'-0"
0'-8"
0'-8"
6'-9"
2'-0"
1'-4"
1'-0"
6'-0"
1'-8"
2'-8"
1'-11"
0'-8"
1'-1"
4'-3"
TO
3'-4"
7'-9"
2'-10"
0'-10"
1'-8"
2'-10"
1'-4"
2'-0"
0'-8†"
0'-10"
3'-10"
4'-0"
2'-11"
2'-0"
3'-2"
4'-3"
TO
3'-4"
7'-9"
3'-8"
0'-10"
1'-8"
3'-7"
3'-11"
1'-3"
2'-11"
2'-9"
2'-5"
2'-5•"
2'-0"
2'-5"
0'-9"
11'-8"
6'-4•"
2'-4"
0'-3†"
1'-10•"
0'-6†"
2'-4"
0'-5‚"
1'-10"
1'-6…"
REINFORCING STEEL LIST - ABUTMENTS (CONTINUED)
TYPE 1
A BTYPE 3 BCA
D
TYPE 18 CAB
TYPE 20ACB
TYPE 26A DCB E1
1
AB C
DETYPE 99
NOTES:
1.24 24SEE SHEET FOR NOTES AND LEGEND.
A540
A539
A538
A537
A536
A535
A534
A533
A532
A531
A530
A529
A528
A527
A526
A525
A524
A523
A522*
A521
A520
A519
A518
A517
A516
A515
A514
A513
A512*
A511
A510
A509
A508
A507
A506
A505*
A504
A503
A502
A501*
A401
2568773SHAWAN FALLS DRIVE BRIDGEOVER SOUTH FORK INDIAN RUN24DATESTRUCTURE FILE NUMBERREVIEWEDJCS3/8/22REVISEDDRAWNCHECKEDDESIGNEDDRIVESHAWAN FALLS P:\PR58074\FRA\000000\Design\Structure\Sheets\SL002.dgn Sheet 5/6/2022 4:53:36 PM jkelley66EngineersArchitectsPlanners 5085 REED RO AD, COLUMBUS, O HIO 4322049JMKJMKREINFORCING STEEL LIST - 2ODWMARK NO.LENGTH WEIGHT TYPE DIM. A DIM. B DIM C DIM D DIM E/RAD.INCR.
70
4
8
8
16
127
127
TOTAL
4'-8"
6'-0"
29'-8"
4'-11"
29'-8"
3'-3"
3'-7"
2705
872
36
356
41
495
430
475
28
STR
STR
STR
STR
18
16
1'-5"
1'-6"
1'-0"
1'-6"
2'-4†"
0'-6"
0'-6"
MARK NO.LENGTH WEIGHT TYPE DIM. A DIM. B DIM C DIM D DIM E/RAD.INCR.
REINFORCING STEEL LIST - DECK AND SIDEWALK
NOTES:
LEGEND:
TYPE 18 CAB
TYPE 20ACB
TYPE 1
A BTYPE 16 BA
TYPE 28
135°
B
BEND
STD. 180°A* =
A BAR.
INDICATES A STANDARD BEND AT THE END OF
STD. WRITTEN IN PLACE OF A DIMENSION
SERIES BARS.
INCR. INDICATES THE LENGTH INCREMENT FOR
OTHERWISE NOTED.
RAD INDICATES INSIDE RADIUS, UNLESS
STRAIGHT BAR.
STR. IN THE BAR TYPE COLUMN INDICATES A
UNLESS OTHERWISE INDICATED.
BAR DIMENSIONS SHOWN ARE OUT-TO-OUT
01 = BAR SEQUENCE NUMBER 1
10 = #10 BAR
SA = SUPERSTRUCTURE BAR
EXAMPLE: SA1001
THE SEQUENCE NUMBER.
THE BAR SIZE, AND THE REMAINING TWO DIGITS ARE
LOCATION. THE NEXT ONE OR TWO DIGITS INDICATE
LETTERS OR NUMBERS THAT IDENTIFY THE BAR
BAR MARK. THE MARK BEGINS WITH TWO OR THREE
BAR SIZE: THE BAR SIZE IS INDICATED IN THE
ALL REINFORCING STEEL SHALL BE EPOXY COATED.
7.
6.
5.
4.
3.
2.
1.
D801
D602
D601*
D504
D503*
D502
D501
REINFORCING STEEL LIST - DIAPHRAGMS
MECHANICAL CONNECTOR FURNISHED.
NECESSARY DEPENDING UPON THE TYPE OF
AND/OR BAR END PREPARATION MAY BE
CONSTRUCTION JOINT. EXTRA BAR LENGTH
CONNECTOR. BAR LENGTH IS MEASURED TO THE
REINFORCING BAR UTILIZES A MECHANICAL
S603
S602*
S601*
S412
S411
S410
S409
S408
S407
S406
S405
S404
S403
S402
S401
72
49
49
6
S.O.
1
5
8
S.O.
1
8
S.O.
1
12
4
S.O.
1
9
S.O.
1
20
S.O.
1
16
41
76
72
TOTAL
24'-3"
32'-6"
28'-10"
8'-4"
TO
1'-4"
9'-2"
11'-6"
TO
7'-0"
16'-1"
TO
11'-4"
7'-2"
6'-0"
TO
1'-6"
19'-7"
TO
19'-0"
9'-6"
TO
8'-7"
23'-10"
8'-7"
2'-0"
1'-9"
8288
2622
2392
2122
19
31
49
73
57
10
116
121
255
235
102
84
STR
STR
STR
STR
STR
STR
20
STR
STR
STR
STR
STR
STR
1
1
0'-6"
0'-9"
0'-9"
6'-6"
1'-4"
1'-1"
9'-7"
TO
4'-10"
1'-4ƒ"
0'-7ƒ"
0'-8„"
1'-6"
0'-0‡"
0'-0†"
24
JZM
66
4/7/22
58074
P:\PR58074\FRA\000000\Design\Signals\Sheets\CN001.dgn Sheet 5/6/2022 5:00:59 PM jkelleyEMW
JZM
EMW
NONE
52
52 BRIDGE REPLACEMENTSHAWAN FALLS DRIVE& W BRIDGE ST
CORBINS MILL DR
SHAWAN FALLS DR/
NOTES
TRAFFIC SIGNAL
GENERAL
These specifications, together with the accompanying plans, are intended
to describe the type, size, and location of the products and materials to
be provided and installed under various bid items related to traffic control.
The Contractor shall furnish and install traffic control devices and related
materials in compliance with these plans and specifications, as well as the
Specifications, the Ohio Manual of Uniform Traffic Control Devices
(OMUTCD) for Streets and Highways, and the Standard Construction
Drawings issued by the ODOT. These specifications set forth the minimum
performance and operating requirements of the traffic control items
referred to herein.
The signal controller(s), conflict monitor(s), terminal facilities, flashers and
load switches shall preferably be of the same manufacture. All load
switches interface relays shall be furnished with input side LED's
UNDERGROUND UTILITIES
The location of the underground utilities shown on these plans are as
obtained from the owners of the utility as required by Ohio Revised Code
section 153.64
The City of Dublin and the Engineer assume no responsibility for the
accuracy of the location or the depths of the underground facilities shown
on these plans. Support, protection, and restoration of all existing utilities
and appurtenances shall be the Contractor's responsibility. The cost of
this work shall be included in the bid price for the various items of work.
It shall be the Contractor's responsibility to notify the Ohio Utilities
Protection Service (OUPS) so their respective facilities can be marked
prior to construction.
PLAN AND SPECIFICATION COMPLIANCE
The Contractor shall furnish and install traffic signal devices in compliance
Material Specifications including all supplemental specifications, the Ohio
Manual of Uniform Traffic Control Devices for Streets and Highways, and
the "TC" and "HL" standard construction drawings issued by ODOT. These
specifications set forth the minimum design and operating requirements
for traffic signal.
Traffic signal control equipment shall meet or exceed the standards
specified in the following documents:
a)Specifications listed in this plan.
b)NEMA Standards Publication no. TS1-1989 and/or TS2-2003 (or
current NEMA issue) sections 1, 2, 5, 6, 8, 11,13 and 14.
c)
725, 732, 733, 815, 816, 906 and 907.
In case of a conflicting specification statement, the specification document
hierarchy shall be in the order listed from (A), highest, to (C), lowest.
GUARANTEE
The Contractor shall guarantee that the traffic control equipment installed
as part of this contract shall operate satisfactory for a period of 1 year
following completion of the 10 day performance test. In the event of
unsatisfactory operations, the Contractor shell correct faulty installations,
make repairs and replace defective parts with new parts from the same
manufacturer. Material and labor cost incurred in correcting the
unsatisfactory operations shall be borne by the Contractor. Customary
manufacturers guarantees for the foregoing items shall be turned over to
the City of Dublin following acceptance of the equipment. The cost of
guaranteeing the traffic control equipment shall by incidental to and
included in the contract unit price of the various items making up the
signal installation.
The Contractor shall be responsible for maintaining traffic signal
installations within the project under the following conditions:
1.The Contractor shall be responsible for existing signal installations which
the plan requires the Contractor to adjust, modify, add on to, or
remove, or which the Contractor actually adjusts, modifies, or otherwise
disturbs, from the time his operations first disturb the installation until
the time the installation has subsequently been removed or modified
and the work has been accepted.
2.The Contractor shall be responsible for maintenance of new signal
installations or devices, installed by the Contractor, from the time of
installation until the work is accepted.
The Contractor shall correct as quickly as possible all outages or
malfunctions. He shall provide the Engineer such addresses and phone
numbers where his maintenance forces can be contacted. The Contractor
shall provide one or more persons to receive all calls and dispatch the
necessary maintenance forces to correct outages. Such a person or
persons may be used to perform other duties as long as prompt attention
is given to these calls and a person is readily available continuously 24
hours a day, 7 days a week. All lamp outages, cable outages, electrical
failures, equipment malfunctions and misaligned signal heads shall be
corrected to the satisfaction of the Engineer with the signal back to
service within four hours after the Contractor has been notified of the
outage.
In the event new signals are damaged prior to acceptance all damaged
equipment except poles and control equipment shall be replaced by the
Contractor to the satisfaction of the Engineer with the signal back in
service within 8 hours after the Contractor's notification of the outage.
If poles and/or control equipment are damaged and must be replaced,
the Contractor shall make temporary repairs as necessary to bring the
signal back into full operation within the allowed 8-hour period, and shall
make permanent repairs or replacement as soon thereafter as possible.
None of the above shall be construed as collective or consecutive outage
time periods at any one location. That is, where more than one outage
occurs at any one location, then the allotted time limit shall be for the
worst single outage.
Where outages are the direct result of a vehicular crash, the response of
the Contractor shall be as outlined above. The Contractor shall be
responsible for collection of any compensation for this work from those
parties responsible for the damage.
Where the Contractor has failed to or cannot respond to an outage or
signal equipment malfunction, at these locations within his responsibility,
within periods as specified above, the Engineer may invoke the provisions
of Section 105.15 and any subsequent costs to the City of Dublin for
Police Services and Maintenance Services shall be deducted from monies
due or to become due the Contractor in accordance with provisions of
Section 105.15.
When a left turn movement is unavailable, the left turn green and yellow
arrows shall be covered leaving circular red, yellow, and green display
visible.
Any signalized intersection, where the signal is out of service due to
construction procedures, or due to an outage or malfunction of equipment
Any vehicular traffic signal head which will be out of operation shall be
covered in the manner described in 632.25.
All costs resulting from the above requirements shall be considered to be
included in the lump sum price bid for Item 614 Maintaining Traffic, As
Per Plan.
PAINT CHIP SUBMITTAL
Prior to any painting, the Contractor shall submit paint samples to the
Engineer for review and comment. Paint samples shall be representative
of the color, type and manufacture that will be used for finishing the
various items. The Engineer shall review the paint samples prior to the
commencement of the finishing process.
Paint samples shall be submitted for all proposed traffic signal items
called for in this plan set, including, signal supports, signal heads,
pedestrian heads, pushbuttons, signs, bracket arms, luminaires and
controller cabinets. Any cost associated with providing paint samples shall
be incidental to the individual items to be painted.
GROUNDING AND BONDING
The requirements of the Construction and Material Specifications (C&MS)
and the HL and TC series of Standard Construction Drawings are modified
as follows:
1.
joined to form an Effective Ground Fault Current Path back to the
grounded conductor in the power service disconnect switch.
a)Provide an equipment grounding conductor in metallic conduits
(725.04) in addition to the conductors specified and bond the conduit to
this grounding conductor.
b)When an equipment grounding conductor is required in plastic conduit
(725.05), the installation shall include a separate equipment grounding
conductor in addition to the conductors specified.
c)Metallic conduit carrying the loop wires from in the pavement to the
pull box splice location will only be bonded at the pull box end, and will
not contain an equipment grounding conductor.
d)Metal pull box lids shall be bonded by attachment of the equipment
grounding conductor to the frame diagonal as provided on HL-30.11.
e)If multiple conduit runs begin and end at the same points, only one
equipment grounding conductor is required.
2.Conduits.
a)The 725.04 conduit shall have grounding bushings installed at all
termination points. The bushing material shall be compatible with
galvanized steel conduit and the grounding lug material shall be
compatible for use with copper wire. Threaded or compression type
bushings may be used.
b)The 725.05 conduit shall have the inside and outside diameters of
the conduit deburred at all termination points.
c)Both ends of metallic conduit shall be bonded to the equipment
grounding conductor.
d)Metallic conduit may be bonded to metallic boxes through the use of
conduit fittings UL approved for this type of connection, with the box
bonded to the equipment grounding conductor.
3.Wire for grounding and bonding.
a)Use insulated, copper wire for the equipment grounding conductor.
Bonding jumpers in boxes and enclosures may be bare or insulated
copper wire. Wire size shall be as follows:
i.Use 4 AWG between the power service and supports, poles,
pedestals, controller or flasher cabinets.
ii.Use a minimum 8 AWG between loop detector pull boxes and the
first conduit that requires a larger size as specified in 3.a.i above.
iii.The insulation shall be green or green with yellow stripe(s). For
4 AWG or larger, insulation may also be black with green
tape/labels installed at all access points.
b)In a highway lighting system, the equipment grounding conductor
shall be the same wire size as the duct cable or distribution cable circuit
conductors, with the minimum conductor size of 4 AWG. Bonding jumpers
will be minimum size 4 AWG.
4.Ground rod.
a)A 3/4 inch Schedule 40 PVC conduit will be used in foundations and
concrete walls for the grounding conductor (ground wire) raceway to the
ground rod. Should metallic conduit be used, both ends of the conduit
shall be bonded to the grounding conductor.
b)The typical grounding conductor (ground wire) shall be 4 AWG
insulated, copper.
5.The green conductor in signal cables (conductor #4) shall not be used
to supply power to a signal indication. It will be connected to the
signal body as an equipment ground in aluminum heads and it will be
unused in plastic heads. Unused conductors shall be grounded in the
cabinet. Typical use of conductors is as follows:
Cond. No. Color Vehicle Signal Pedestrian signal
1 Black
2 White
3 Red Red Ball
4 Green
5 Orange
6 Blue
7 North DON'T WALK
6.Power Service and Disconnect Switch.
1.At the power service location, the grounding conductor (ground wire)
from the disconnect switch neutral (AC-) bar to the ground rod shall
be a continuous, unspliced conductor. If spliced, it shall be an
exothermic weld butt splice.
2.The service neutral (AC-) shall only be connected to ground at the
main power service disconnect switch.
i.NEMA controller cabinets: If a power service disconnect switch is
located before the controller cabinet, the neutral (AC-) and the
grounding bars in the controller cabinet shall not be connected
together as shown in NEMA TS-2, Figure 5-4.
ii.If secondary disconnect switches are connected after the main
disconnect switch, the neutral (AC-) shall only be grounded at the
main switch. Equipment grounding conductors shall be brought to
the main switch, but shall be grounded at both secondary and
main switches.
Payment for the above work shall be incidental to "Item 625 No. 4 AWG
ITEM 625 PULL BOX, 725.07, 18”, AS PER PLAN
In addition to the specifications of ODOT Item 625, the unit supplied and
installed shall be a Hubbell Power Systems, Part Number Quazite
PG1118BA18 or approved equal. Overall dimensions of the pull box shall
be 11” wide by 18” long by 18” deep. “TRAFFIC” shall be on raised
letters or embossed letters on the pull box cover. All pull boxes within or
adjacent to sidewalk shall be flush with the walk.
Any rock excavation required to install pull boxes shall be considered
incidental to this item of work.
Payment shall be per item 625.
Pull boxes shall be per the details furnished within. All pull boxes within
or adjacent to sidewalk shall be flush with the walk.
Any rock excavation required to install pull boxes shall be considered
incidental to this item of work.
Payment shall be per item 625.
ITEM 625, GROUND ROD, AS PER PLAN
In addition to Items 625 and 725, this item shall also include a cadweld
wire connection at the ground rod (as per city of Dublin Specifications),
the cost of which shall be included in the ground rod installation.
It is the intent of this item that the No. 4 AWG grounding conductor be
installed in the 3/4” conduit between the ground rod and the enclosure
ground bar, or service neutral at main switch, as per City of Dublin
specifications.
Payment shall be per Item 625.
In addition to Item 625 and 725 of the ODOT Standard Specifications, the
conduit shall be Schedule 80 PVC conduit. Six inch conduit sleeves should
meet, but shall not enter pull boxes or pole foundations.
Payment shall be per item 625.
A green colored, insulated, cable shall be used for the ground wire (GND)
where indicated. This GND cable shall be separate from the ground rod
wire, but shall be connected to the same grounding bolt used for the
ground rod wire attachment at the pole. The GND cable shall be tagged
as "GND SYS" at all pole locations & control cabinets.
Payment shall be as per Item 625.
ITEM 625 TRENCH, AS PER PLAN
In addition to the requirements of Item 625, the trench, depth and
backfill material shall be as specified herein. Street crossings shall be
backfilled with compacted Item 304 or 613 Type 2 or 3. Concrete
encasement shall not be used.
Metalized Plastic caution tape (3 in.) shall be furnished and installed
under this item of work. The tape shall be three inch yellow plastic
caution tape. The tape shall be installed over all 725.05 conduit, outside
of driveways and roadway, as per City Specifications.
The installation depth of the proposed conduit shall correlate to the depth
of the pull box structure serving the conduit run. It shall be the
Contractors responsibility to modify the depth of the conduit to
accommodate the various termination depths. Sharp changes in conduit
elevation will not be permitted. If both ends of a conduit run enter the
same size structure, then the entire length of conduit shall be placed at
that depth. If the two ends enter different depth structures the change
in elevation shall be made over the entire length of the conduit run.
Any rock excavation required to achieve proper trench depth shall be
considered incidental to this item of work.
Payment shall be as per Item 625.
"TRAFFIC" shall be on raised letters on the pull box cover.
MAINTENANCE OF TRAFFIC SIGNAL INSTALLATIONS
ITEM 625 NO. 4 AWG 600 VOLT DISTRIBUTION CABLE, AS PER PLAN
ITEM 625 PULL BOX, MISC.: 725.08, 27" AS PER PLAN
ITEM 625 PULL BOX, 725.08, 32", AS PER PLAN
ITEM 625, CONDUIT, JACKED OR DRILLED, 725.051, AS PER PLAN, 6"
2019 Ohio Department of Transportation (ODOT) Construction and Material
with these plans and specifications, the 2019 ODOT Construction and
as described above, shall be placed under law enforcement officer control.
Metallic parts containing electrical conductors shall be permanently
East DON'T WALK
8
9
10
L/T Red Arrow
Neutral Neutral
Yellow Ball
Green Ball
South DON'T WALK
South WALK
West DON'T WALK
West WALK
L/T Green Arrow North WALK
White w/Black Tracer L/T Yellow Arrow
Orange w/Black Tracer
Red w/Black Tracer
Green w/Black Tracer
R/T Red Arrow
R/T Yellow Arrow
R/T Green Arrow
NOT USED
East WALK
2019 ODOT Construction and Material Specifications 625, 632, 633,
600 Volt Distribution Cable, As Per Plan".
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TRAFFIC SIGNAL
The Contractor shall furnish and install a Cree Luminaire
Luminaires shall be manufactured by Cree, Inc. 4600 Silicon Drive,
Durham, North Caroline, 27703, www.cree.com. Luminaires shall operate on
120 volt/60 hertz circuits. All mounting hardware and bracket arms shall
be considered incidental to this item.
Luminaires shall be as per item 625 except that the luminaires at each
intersection shall run off a single photoelectric cell. The luminaire and all
mounting hardware shall be painted to match the signal support.
Measurement and payment shall be as per Item 625.
ITEM 625 BRACKET ARM, 6', AS PER PLAN
Bracket arms shall be furnished as per 625 except that the bracket arms
shall be coated to match the signal supports. Bracket arms shall be
monotube, tapered elliptical arms that match the bracket arms furnished
for the lighting plan. The rise of the bracket arm shall not exceed the
height depicted on the detail, measured from the vertical center of the
arm at the attachment end to the vertical center of the arm at the
opposite end.
Payment shall be as per Item 625.
Under this item of work the Contractor shall furnish and install LED
internally edge lit street name signs, as manufactured by National Sign
and Signal, 301 South Armstrong Road, Battle Creek, Michigan 49015
(269) 963-2817 or approved equal. Internally illuminated signs shall be
supplied with all the hardware for mounting to the specified mast arm.
The sign shall be constructed of cast and extruded aluminum components
welded to provide a weatherproof housing suitable for outdoor use. Drip
rails shall overhang the sign face to prevent water from entering the
electrical housing. Drain holes shall be provided in the bottom of the
housing. Each door shall be secured to the housing by a full length,
open, stainless steel hinge on the door and three-quarter turn air lock
fasteners. A neoprene gasket shall form a watertight seal between the
door and the housing. The exterior of the sign housing shall be primed
and coated to match the signal supports. Surface preparation shall be as
per the paint manufacturer's recommendations. Prior to painting the
Contractor shall submit paint samples to the Engineer and Dublin officials
for review and comment.
All sign components shall be accessible when one door is open and shall
not require removal of the sign for access or maintenance operations.
LED's shall be mounted to a white aluminum panel and have a conformal
coating applied for protection. LED drivers shall be housed inside the sign
enclosure and shall not be visible from the exterior.
Signs shall operate on 120 volt/60 hertz power and shall be capable of
continuous operation over a range in temperatures from -35 degrees to
140 degrees Fahrenheit. A wire entrance junction box shall be supplied
with the sign and shall mount inside the sign enclosure. Signs shall not
have individual photocells.
The sign face shall be constructed of shatterproof, translucent
polycarbonate material. The sign face and legend shall conform to the
requirements of the Ohio Manual of Uniform Traffic Control Devices. The
background color shall be translucent white. Black letters shall be twelve
inch upper case and nine inch lower case. A clear coat shall be applied
to all sign faces to prevent fading and protect the surface.
Mounting hardware shall be provided to rigid mount the sign in line, not
below, with the mast arm using a two point attachment system.
Mounting brackets shall be adjustable to allow the sign to hang plumb.
All mounting hardware shall be manufactured of heat treated aluminum
bar stock or galvanized steel of adequate design and strength for its
intended use. All hardware, including stainless steel cables if used, shall
be painted as per this specification to match the mast arm and support.
The use of stainless steel banding will not be permitted.
Payment for Item 630 Sign, Single Faced, Street Name, As Per Plan will
be made at the contract unit price bid per each sign including all labor,
ITEM 630 SIGN HANGER ASSEMBLY, MAST ARM MOUNTED, AS PER PLAN
ITEM 630 SIGN SUPPORT ASSEMBLY, POLE MOUNTED, AS PER PLAN
The back of all signs, mounting hardware, and support assemblies
mounted on either signal supports or pedestal supports shall be coated to
match its respective support. Finish requirements shall be in accordance
with that listed for the support, pedestal, or light pole used for
attachment.
All mast arm mounted signs shall be rigid mounted, with cable clamp
assemblies. Stainless steel banding will not be permitted.
Payment shall be as per Item 630.
ITEM 632 SIGNAL CABLE, (BY CONDUCTOR), NO. 14 AWG, AS PER PLAN
In addition to the requirement of Item 632 and 725 the following shall
also apply:
-All wire splices shall be waterproof splices, butt splices are not
acceptable. However, splices will only be permitted where indicated.
-Signal cable jackets shall not be removed or pulled back leaving
exposed wires or colored insulation jackets outside of signal heads.
Jackets are to be only pulled back once cable has been pulled into
signal head.
-Three feet of slack is required (drip loop) in cable adjacent to signal
heads.
-A separate 7 conductor signal wire shall be used for each signal
heads. Signal wire shall not be spliced from a 3 section signal head
to a 5 section head.
-All cables entering and exiting a pull box shall be uniquely color
coded to trace the wire through the intersection; colors shall be noted
on signal plans in the signal cabinet.
Payment shall be per Item 632.
ITEM 632 POWER SERVICE, AS PER PLAN
Power cable shall be provided as per 632.23 between the control cabinet
and the tap-in location noted in the plan. When the power cable is in
place and two weeks prior to the time that electrical power will be
required, the Contractor shall contact the American Electric Power
Company (Paul Paxton 614-883-6831 and Greg Zorich 614-883-7935)
which will make the electrical service connection. Under no circumstances
shall the Contractor connect power cable into the power company's
circuits. A common photo electric relay and contactor with ON/OFF/AUTO
switch shall control all street lighting and internally illuminated street name
signs. The voltage supplied shall be 120/240 volts. 120 volts per circuit
with one circuit for traffic signals and one circuit for street lighting and
street name signs. Power and service cable conductors shall be copper.
The neutral of the power cable shall only be grounded in the main power
service disconnect switch at the signal support.
Power Service shall also provide for the following:
-Service shall be unmetered.
-Power cable from the power source shall be routed in a separate
conduit to the disconnect switch on the signal support closest to the
controller (flex conduit inside signal support). A tracer wire shall be
installed with the power cable from power source to the disconnect
switch and continued into the signal cabinet. This tracer wire shall be
identified at the transformer, disconnect, and signal cabinet.
-The disconnect switch shall be stainless steel, NEMA 4X.
-The disconnect switch and enclosure shall each include a padlock
equal to Master No. 4B KA or Wilson Bohannon 66D with lock body of
bronze or brass. All padlocks shall use the same key and four keys
shall be given to the City.
-The disconnect switch shall be GE a heavy duty safety switch (Model
NP1578000K) or approved equal. Location and placement of
disconnect to be field located at the signal support by City of Dublin
representative. Two, one inch rigid conduits shall be installed on the
bottom of the disconnect switch.
-Provide for all copper conductors.
All street lights installed on the combination signal supports shall be wired
to a 120 volt circuit controlled at the signal controller cabinet at each
intersection and include the following:
-A fourth and fifth circuit breaker (20 amp), and a 2-pole lighting
contractor on the cabinet side panel (electrically held, open style);
-A photocell (3 position on-off-auto) rated as per City Specifications,
installed on the signal support closest to the signal controller
-All photocell wiring to the controller
-All wiring to be controlled by a single disconnect switch for the signal
and lighting. (Two 30 amp fuses-one for lighting, one for signal).
Provide an available fault current sign on the outside of the front door of
the power service disconnect switch in accordance with the National
Electrical Code paragraph 110.24.
Measurement and payment shall be as per Item 632.
Service and power cable shall be provided as per 632.23 between the
control cabinet and the utility tap-in location noted in the plan. When the
service and power cable are in place and two weeks prior to the time
that electrical power will be required, the Contractor shall contact the
American Electric Power Company as specified under Item 632 Power
Service, As Per Plan, which will make the electrical service connection.
Under no circumstances shall the Contractor connect power cable into the
power company's circuits.
Power cable conductors shall be copper. The neutral of the power cable
shall only be grounded in the main power service disconnect switch at
the signal support.
Power cable from the power source shall be routed in a separate conduit
to the disconnect switch on the signal support closest to the controller
(flex conduit inside signal support). A tracer wire shall be installed with
the power cable from power source to the disconnect switch and
continued into the signal cabinet. This tracer wire shall be identified at
the transformer, disconnect, and signal cabinet.
Flex conduit shall be incidental to this item of work. Measurement and
payment shall be as per Item 632.
Traffic signal supports shall be as per Item 632 except that the support
poles and arms shall have a circular cross section and shall be tapered
tubes having a true and continuous taper. Multi-sided or fluted poles
and poles having a tapered effect accomplished with the use of reducers
will not be accepted. Arm length shall be as specified but arms forty
feet in length or less shall be of one piece construction. Arms more
than forty feet long may be constructed in no more than two pieces.
Supports shall be manufactured by Valmont or an approved equal.
A two-piece anchor bolt cover shall be provided. Anchor bolts shall be
oriented as required by the plans however the formed top of the support
foundation shall be oriented square to the adjacent sidewalk where
applicable.
All signal cables shall be run inside the poles. Standard Drawing
TC-83.10 is hereby modified to prohibit the use of external conduit risers
for signal cabling, or any other use.
The Contractor shall provide all necessary attachments or connections to
the poles. Additional wiring holes in the pole shall be drilled, reamed, or
hole sawed. Flame cutting (oxyacetylene or electrical arc) will not be
accepted. All cut edges or other defects in the zinc coating shall be
cleaned and covered with two coats of zinc rich repair paint matching the
factory finish. Brackets and appurtenances shall be securely attached with
stainless steel screws of sufficient size for the intended loading. Stainless
steel banding shall not be used. The Contractor shall coordinate with City
of Dublin Personnel, to be on site, prior to drilling or cutting signal
supports which includes but is not limited to placement of pedestrian
push buttons/signal heads, auxiliary signal heads and installation of the
disconnect switch.
All couplings fittings and attachment hardware necessary for bolting the
disconnect switch to the signal support shall be field drilled, installed and
furnished by the Contractor.
Design Criteria
In addition to the requirements of Item 632, signal support structures
shall be designed and constructed by the supplier to support the loads
caused by the signs, signals, and other equipment that the plan requires
the Contractor to install. The use of standard ODOT design designations
provided in this plan, are intended to promote uniformity of design and
are not warranted to be structurally adequate. To the maximum extent
practicable, the Contractor and supplier shall provide a structurally
adequate support that utilizes standard ODOT anchor bolt sizing and
spacing. The contractor shall verify the anchor bold circle, anchor bolt
diameter, and orientation pattern with the signal support manufacturer.
The mast arm support pole assembly, and the mast arm assembly shall
be made by the same manufacturer and designed and sold as a unit. The
manufacturer shall be responsible for verifying the pole design, and shall
prepare shop drawings and structural design calculations stamped by an
Ohio Professional Engineer. The shop drawings and calculations shall be
submitted to the City of Dublin for approval prior to fabrication.
The Contractor shall be responsible for verifying and coordinating with the
pole manufacturer and the luminaire manufacturer the attachment
requirements for installing the luminaire and bracket arm on the signal
support. Luminaire shall be paid for under a separate item.
All pre-drilled holes for all items shall be deburred and free of all sharp
edges. All outside welds shall be rolled or ground smooth. All inside
welds shall be void of sharp edges. Any structural fastener (3/4" or
greater) shall be galvanized per ASTM 153 and shall be made of high
strength carbon steel. Any other fastener (less than 3/4") shall be
stainless steel. All visible fasteners shall match the coating of the
structure.
Finish
Poles and arms, including base and flange plates, bolt covers, handholes,
and wire entrances, shall be hot dipped galvanized after fabrication in
accordance with 711.02. All visible elements of the signal support, and
any other parts required to be coated, shall be galvanized and then
powder-coated. All painting shall be performed under controlled
environmental conditions, and in accordance with the paint manufacturer's
recommendations pertaining to surface preparation, material handling, and
application. The top finish coat of paint shall be similar to Federal
Specification 595-B Color #27038, BLACK. Paint samples shall be
submitted with the signal support shop drawings for review and approval
prior to ordering material.
The manufacturer shall be responsible for buffing/grinding the vertical
welded seam flush with parent material to cosmetically blend the seam.
The inside of each signal support pole assembly, each mast arm
assembly, and other signal support accessories shall be coated with
galvanizing material. The inside area formed by the gussets, pole, and
pole flange plate shall be coated to protect the area from corrosion. It
is to be noted that some type of opening shall be required to coat the
gusset area. This opening shall not hamper the structural integrity of the
flange assembly.
All exterior surfaces of the signal support pole shaft assembly, mast arm
assembly, all bolt covers, all clamps, clevis-to-clevis universal, wire
entrance, all handhole covers, luminaire and brackets, pole and arm caps,
signal head hangers and weather-heads shall have a coating properly
applied to them. Exterior surfaces of all fastener bolts/screws, washers,
nuts, and other attachment hardware shall have a coating applied to
them. Fastener threads shall not be clogged with coating material.
All coated items shall be shipped in a manner to minimize damage in
transit. Surfaces should be protected by foam padding, by wrapping in
cardboard, by spiral wrapping with wax paper, by crating, by a
combination of methods, or by any other method selected by the
manufacturer which will insure delivery of undamaged materials. Materials
damaged in transit caused by improper packaging or improper transit
handling shall be rejected. The Contractor shall be responsible for
obtaining matching paint coating material for touch-up work identical to
the original coating placed on the structure.
Each coating layer shall be properly cured before the application of the
next coat. The application procedure shall be such to guarantee a finish
that will not scale, flake or peel, and will retain its color brightness and
fresh, attractive appearance for 5 years without dulling or fading. The
finishing process shall be Valmont V-Pro 54 providing a 5 year finish
warranty or approved equal process.
Payment
This item of work shall be measured as each complete signal support, in
place in essentially a vertical position under full plan loading. All labor,
equipment, and materials necessary to pickup, transport, store, erect,
adjust, and repair the signal support and anchor bolts shall be included
for payment in the bid item.
Payment shall be as per Item 632.
such as those described on Standard Drawing TC-81.22, and any details
materials, connections, cables, and appurtenances complete, in place,
tested and accepted.
ITEM 630 SIGN, STREET NAME, SINGLE FACED, ILLUMINATED, AS PER PLAN
ITEM 632 POWER CABLE, 3 CONDUCTOR, NO. 6 AWG, AS PER PLAN
ARE-EDG-3M-AA-08-E-UL-525-40K on signal supports where indicated.
110 WATT, AS PER PLAN
ITEM 625 LUMINAIRE, CONVENTIONAL, SOLID STATE (LED) TYPE III,
PER PLAN
ITEM 632 COMBINATION SIGNAL SUPPORT, TYPE TC-81.22, (BY SIZE), AS
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TRAFFIC SIGNAL
Signal heads shall be as per Item 632 and shall be furnished with cut
away visors and louvered aluminum backplates per ODOT Standard Drawing
TC-85.20. Aluminum backplates shall have a factory applied black
powder coat finish. Backplates shall not have a reflective yellow reflective
border.
Vehicular signal heads shall conform to the Equipment and Material
Standards of the ITE as published by the Institute of Transportation
Engineers and all indications shall use a light emitting diode (LED) light
source conforming therewith. Vehicular signal heads shall be rigidly
mounted to the signal support as per standard drawing TC-85.20.
However, stainless steel banding will not be permitted. All bolts and
washers for securing sections together, all mounting hardware for the lens,
all door latching bolts, and all hinge pins shall be stainless steel.
Vehicular signal heads shall be polycarbonate and the top and bottom of
the housing shall have an opening to accommodate standard 1-1/2" pipe
brackets. Mounting hardware shall attach to the signal head housing with
tri-stud type connections. Signal supports shall be designed to also
accommodate aluminum signal heads.
LEDs shall be GE Lighting Solutions Type GTX or approved equal for
circular indications and GT1 for arrows indications.
The exterior housing of the vehicular signal heads and visors shall be
federal yellow. The interior of the visor shall be black per Item 632. Prior
to finishing the Contractor shall submit paint samples to the Engineer and
Dublin officials for review and comment.
Pole or pedestal mounted vehicular signal heads shall be mounted via half
blind couplings.
All drip loops shall be used per Standard Drawing TC-85.20 to prevent
water entry into the signal head assembly.
Payment shall be as per Item 632.
Pedestrian signal heads shall display international symbols in lieu of the
words "WALK" and "DON'T WALK" and shall be supplemented by a
clearance interval countdown timer. The international symbols and the
countdown display shall be housed in a single enclosure. The display shall
utilize an LED light source that complies with applicable standards
promulgated by the ODOT and the Institute of Transportation Engineers.
Countdown timer requirements:
1.The countdown feature shall automatically adjust to the programmed
intervals of the traffic controller per the requirements of 732.05
2.The countdown timer shall be to the right of the international symbols.
3.Countdown numbers shall be created using two rows of L.E.D.'s and be
9 inches high.
4.Use GE Lighting Solutions TYPE GT1, Model No. PS7-CFF1-26A or
approved equal).
Final placement of pedestrian signal heads shall be approved by the
Engineer.
The housing shall be field drilled to fit the hinged mounting bracket and
reinforced with parts furnished by the manufacturer. Heads shall be
mounted on two-hinged type brackets which are bolted to the pole.
Banding will not be permitted. The Contractor shall supply the mounting
brackets and all other necessary hardware.
The bottom of the pedestrian signal heads shall be mounted 8 feet above
pedestrian pathway. The brackets shall be hinged to allow the pedestrian
heads to swing away from each other. A clear, shatterproof, lens shall
cover the face of the signal head and be of sufficient strength to protect
the components from roadside hazards and vandalism.
The signal housings shall be black polycarbonate to match the signal
supports.
Payment shall be as per Item 632.
ITEM 632 PEDESTRIAN PUSHBUTTON, AS PER PLAN
Pedestrian pushbuttons shall meet the Accessible Pedestrian Signals and
Detector requirements set forth by the Ohio Manual of Uniform Traffic
control devices, Sections 4E.09 through 4E.13. Pushbuttons shall be Polara
EZ Communicator Navigator, 2 wire pushbutton stations. The pushbutton
housing shall be yellow.
The pedestrian pushbutton system shall provide audible cues for,
pushbutton locator tones, walk indication and don't walk indications. The
system shall also include custom voice messages for location and walk
messages, provide for a vibrating arrow capable of being placed on mute
and self-adjusting to ambient street noise.
The system shall be furnished with all equipment and cables needed to
operate and program the system, including but not limited to a Polara EZ
Communicator Navigator Configurator hand-held remote. The configurator
shall be delivered to the City of Dublin Engineering Division at 6555
Shier-Rings Road, Dublin, OH 43016 to the attention of Eagan
Foster,(614-410-4637).
One aluminum sign shall be supplied with each pushbutton. The bottom
of the sign shall be mounted just above the top of the pushbutton, using
necessary mounting bracket with the Polara Navigator Pedestrian System.
Mount the center of the pushbutton 42" above the pedestrian pathway
surface. The signs shall be as detailed in these plans.
Final location and placement of pushbutton shall be approved by the
Engineer.
The back of all signs, mounting hardware, and support assemblies
mounted on either signal supports or pedestal supports shall be coated to
match its respective support. Finish requirements shall be in accordance
with that listed for the support or pedestal used for attachment.
All equipment needed to render a fully operational pushbutton system
shall be considered incidental to this item of work. Payment shall be as
per Item 632.
ITEM 632 PEDESTAL, 11', TRANSFORMER BASE, AS PER PLAN
Pedestals shall be per the details in this plan. All exterior surfaces shall
be powder coated in accordance with the finish section requirements of
Plan and provide a 5 year warranty.
All signal cables shall be run inside the poles. Standard Drawing
TC-83.10 is hereby modified to prohibit the use of external conduit risers
for signal cabling, or any other use.
Design Criteria
In addition to the requirements of item 632, pedestal support structures
shall be designed and constructed by the supplier to support the loads
caused by the signs, signals, and other equipment that the plan requires
the Contractor to install. The use of standard ODOT design designations
and any details provided in this plan, are intended to promote uniformity
of design and are not warranted to be structurally adequate. The
contractor shall verify the anchor bold circle, anchor bolt diameter, and
orientation pattern with the signal support manufacturer. The manufacturer
shall be responsible for verifying the pole design, and shall prepare shop
drawings and structural design calculations stamped by an Ohio
Professional Engineer. The shop drawings and calculations shall be
submitted to the City of Dublin for approval prior to fabrication.
Payment shall be as per Item 632.
ITEM 632 PEDESTAL FOUNDATION, AS PER PLAN
ITEM 632 SIGNAL SUPPORT FOUNDATION, AS PER PLAN
The formed top of the anchor base pole foundation shall be oriented
parallel to the sidewalk or back-of-curb or edge-of-pavement as shown
on the signal plans. When installed in the pedestrian pathway area, the
top of the foundation shall be held down below the any adjacent sidewalk
as detailed within. A minimum of three conduit ells, used or unused, shall
be installed in each signal support foundation. A minimum of two conduit
ells, used or unused, shall be installed in each pedestal foundation.
Contractor shall vacuum excavate proposed foundation locations prior to
installation.
Pedestal foundations shall be 2 ft. x 4 ft. as detailed on the City of
Columbus Standard Construction Drawing 4163. The bolt circle shall be
adjusted to accommodate the proposed pedestals.
All rock excavation required to provide foundation depth as specified as in
work.
Payment shall be as per Item 632.
ITEM 632 REMOVAL OF TRAFFIC SIGNAL INSTALLATION, AS PER PLAN
Contractor as detailed within. Alternate methods of traffic control shall be
approved by the Engineer and in place and operating prior to the
deactivation and removal of any existing equipment. Reference is made to
the requirements of Item 614. Law enforcement officers shall be hired by
the Contractor to Control traffic during any period of time that the traffic
signal is not cycling. Traffic signals are not to be removed until
replacement fiber optic interconnect connectivity is installed and active.
All removed items shall remain the property of the City of Dublin with the
exception of pull boxes, foundations, signal cable, mast arms and conduit.
The Contractor shall properly dispose of those items only and deliver the
other removed items to the City. The Contractor shall contact the City of
Dublin 24 hours, not including Saturday and Sunday, in advance to
schedule delivery.
Signal support foundation shall be entirely removed.
Removed pull boxes, conduit, foundation, signal cable and mast arms shall
be disposed of by the Contractor in accordance with Item 632. All
existing unused signal cable shall be removed from underground conduits.
Payment shall be lump sum per intersection as per item 632.
In addition to the requirements of Item 633 and 733, the controller and
cabinet shall provide the following features:
1.The signal controller, conflict monitors, terminal facilities, and load
switches shall be from the same supplier. All load switches and
interface relays shall be furnished with input/output side LEDs. The
system operation.
2.
3.The controller cabinet type shall be a P-58UPS (Siemens/Eagle Size
P-UPS cabinet Catalog Number ELS1014) double door controller and
battery backup enclosure type cabinet or approved equal. The
controller door shall be furnished with hinges along the left hand side
of door. The battery backup door shall be furnished with hinges along
the right hand side of door. The cabinet shall provide a single
enclosure to house the controller (with all accessories) and the
complete battery backup system with each compartment accessible by a
separate door.
4.The cabinet exterior shall be powder coated black to match the signal
supports. Polyester paint finished to a gloss of 35% (at 60 degrees)
should be used. The interior of the cabinet shall be powder coated
gloss white. Paint chip samples shall be submitted to the Engineer for
review and approval along with shop drawings for all components prior
to ordering materials.
5.The cabinet shall come equipped with a cabinet detector rack (CDR)
and enough four channel detector cards to operate the signal with
6.A second ventilation fan shall also be installed (110 cfm). This
secondary fan shall be manually activated by a toggle switch located on
the maintenance panel.
7.The cabinet power surge suppressor/line filter shall be a plug-in style
for easy replacement, and shall be an EDCO Model SHA1250 with
SHA1250 base, or approved equal.
8.An auxiliary generator connection enclosure shall be mounted on the
outside of the upper section of the cabinet on the same side as the
cabinet circuit breakers. The drawings for the required enclosure,
components and wiring are included in this plan. The enclosure shall
be painted to the same specifications as the cabinet.
9.Surge suppressors shall be provided at the field terminals for all
inductive loops. These surge suppressors shall be an EDCO Model SRA
16C-1, or approved equal.
10.The controller cabinet shall be keyed to the state master.
11.Provide a slide out laptop shelf.
12.Printed board type back panels of the controller cabinet will not be
acceptable. Soldered connections will be permitted for wiring on the
back side of the back panel. All controller memories shall be involatile
and shall not require batteries or other source of energy to retain the
data while power is removed from the controller.
13.The design of the conflict monitor shall be microprocessor
architecture and liquid crystal displays. The monitor shall indicate the
exact load switch channel in which the failure occurred. The conflict
monitor shall have min. 12 channels and an event logging memory. A
minimum of nine (9) events shall be logged. Examples of events
include: power outages, conflicts, controller voltage monitor, etc.
Events shall be displayed on the conflict monitor's liquid crystal display
when interrogated.
14.Cabinet serial communication link
a.An RS-232 serial communications link shall be provided in the
cabinet between the controller, EDI conflict monitor, and all Canoga
800 and/or 900 series vehicle detector devices to allow remote
central office connection of these devices.
b.The central office user interface shall be part of the software
used for communicating with the controller. The interface shall
launch the software developed by the device manufacturer and
provide all functions of that software from the central office.
c.All hardware required to make this connection shall be supplied
with the cabinet and be fully functional.
15.See Item 633 Uninterruptible Power Supply (UPS), 1000 Watt, As Per
Plan for additional cabinet requirements.
16.Cabinet shall include wiring from uninterruptible power supply to
signal cabinet to provide alarms for on battery, two hour timer, low
battery and off battery in signal cabinet.
17.Auxiliary power shall charge batteries.
18.Provide a 20 Amp circuit breaker ahead of the street lighting/street
name sign circuit contactor pole.
19.Provide an Arc Flash Hazard Warning sign on the outside front door
of the enclosure in accordance with the National Electrical Code
paragraph 110.16.
20.Provide an available fault current sign on the outside of the front
door of the power service disconnect switch in accordance with the
National Electrical Code paragraph 110.24.
21.Contractor must coordinate with the City of Dublin staff to program
controller settings and coordination timings.
All equipment, material, software and labor needed to render a fully
functioning vehicle queue detection system shall be considered incidental
Payment for item 633, Controller Unit, Type TS2/A2, with Cabinet, Type
TS1, As Per Plan, will be at the contract bid price per each, complete
and in place including all connections tested and accepted.
The existing traffic signal installations at the intersection of: Bridge Street
and Shawan Falls Drive/Corbin Mills Drive shall be removed by the
ITEM 632 VEHICULAR SIGNAL HEAD, (LED), (BY TYPE AND SIZE), 1-WAY,
POLYCARBONATE, AS PER PLAN
AS PER PLAN
ITEM 632 PEDESTRIAN SIGNAL HEAD (LED), TYPE D2, COUNTDOWN,
ITEM 632 PEDESTAL, MISC.: 19', TRANSFORMER BASE, AS PER PLAN
WITH CABINET, TYPE TS1, AS PER PLAN
ITEM 633, CONTROLLER ITEM, MISC.: CONTROLLER UNIT, TYPE TS2/A2,
Item 632 Combination Signal Support, Type TC-81.22 (BY SIZE), As Per
ODOT TC-21.21/COC 4163 shall be considered incidental to this item of
controller and cabinet supplied shall be capable of complete TACTICS
The controller supplied shall be Yunex M60 with Ethernet communications
port and USB data port for loading controller timing YAML files.
The cabinets shall be wired for the proposed and future phasing
shown on the plans and shall be capable of using all phases of the
controller with the addition of loop detectors and field wiring.
software for up to sixteen detectors. Detectors shall be Eberle Oracle
4EC or approved equal.
AS PER PLAN
ITEM 632 POWER METER CABINET, BASE MOUNT, WITH FOUNDATION,
specified, complete in place.
wiring in the power meter cabinet, necessary to complete the work
materials, equipment, labor and incidentals, including conduit ells and
meter cabinets furnished and installed and shall include furnishing all
The work as described will be measured as the number of power
signal controller cabinet.
The exterior of the cabinet shall be coated to match the main traffic
paragraph 110.24.
door of the cabinet in accordance with the National Electrical Code
Provide an Available Fault Current sign on the outside of the front
National Electrical Code paragraph 110.16.
Provide an Arc Flash Hazard Warning sign in accordance with the
other requirements of the CMS 625 and 725.
bar. Ground rods shall be installed to be 10 ohms or less and all
meter socket enclosure shall also be connected to the ground bus
the cabinet foundation, directly grounding it to the cabinet. The power
which shall be mounted on the cabinet back plate within one foot of
within the load center shall then be bonded to the ground bus bar,
neutral bus bar within the load center enclosure. The neutral bus bar
a ground rod. The grounding wire lug shall be connected to the
A #4 wire lug shall be provided for attaching a grounding wire from
installation shall be incidental to the cost of this item.
conduit and four (4) anchor bolts and required conduit ells and their
conduit shall extend 2-inches above the top of the foundation. The
to four inches above the top of the foundation. One 3/4-inch
load (signal controller) power conduits, typically 2", shall extend two
meter cabinet foundation detail as shown in the plans. Service and
The concrete foundation shall be installed according to the power
service supplier shall lock the utility section lift-off service cover.
remove the locks and the City will place their locks. The power
accepted by the City of Dublin, at which point the Contractor shall
and the customer section lift-off service cover with padlocks until
The contractor shall lock the meter cabinet's hinged meter section
described herein.
load center panel, concrete foundation, grounding and incidentals as
This item shall include the power meter cabinet, power meter socket,
commercial pedestal, Catalog No. CP3A51C1VIAOSP3-City of Columbus.
The power meter cabinet supplied shall be a Milbank Slimline series
to ITEM 633, CONTROLLER ITEM, MISC.: CONTROLLER UNIT, TYPE TS2/A2,
WITH CABINET, TYPE TS1, AS PER PLAN.
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TRAFFIC SIGNAL
ITEM 633 EMERGENCY VEHICLE PREEMPTION, AS PER PLAN
The Contractor shall furnish and install a fully functioning Opticom GPS
based priority control system manufactured by Global Traffic Technologies
(GTT) at the intersections listed below. The Opticom System shall be
compatible with the existing emergency vehicle preemption system currently
used within the City of Dublin and compatible with the proposed traffic
signal controllers.
-
One confirmation light shall be furnished and installed on the signal
support with the antenna component of the system. Opticom cable shall
be continuous, with no splices between the controller cabinet and the
confirmation lights. Payment for the Opticom cable shall be considered
part of this item.
Payment for this item of work shall be at the contract bid price for ITEM
633 Emergency Vehicle Preemption, As Per Plan and shall include
furnishing, installing, tuning, testing and acceptance of the Opticom
system. A "System" shall be considered all of the equipment needed to
render a fully functional emergency vehicle preemption system at one
intersection.
ITEM 633 UNINTERRUPTIBLE POWER SUPPLY (UPS), 1000 WATT, AS PER
PLAN
In addition to the requirements of CMS 633 and 733, the UPS cabinet
shall include a generator power panel and inlet as detailed within. The
backup unit shall be a system based on Myers Power Products Model
MP2000E or approved equal. The battery backup equipment with batteries
shall be complete, mounted and contained within the battery compartment
of the P-UPS controller cabinet.
The controller and battery back-up cabinet shall appear as one cabinet
from the outside with two internal compartments accessed by separate
doors (P58UPS).
The UPS output notifications for on battery, battery 2 hour timer, off
battery and low battery shall be wired into the traffic signal cabinet back
panel to provide special status alarms for each output into the signal
controller.
This item shall include a green led status indicator lamp to allow
maintenance personnel and law enforcement to quickly assess whether a
traffic signal cabinet is being powered by an uninterruptible power supply
(UPS). The LED housing shall be NEMA 4X or IP 66 rated for outdoor use
and be tamper/shatter resistant. It shall be domed green lens,
approximately 1” diameter with LED that is visible from 100 ft. minimum.
The enclosure and LED lamp unit should be placed on the side of the
cabinet most visible to traffic and sealed from water intrusion. It should
be wired using minimum 20 AWG stranded, insulated hookup wire to the
status relay outputs of the UPS. The wires shall be terminated by lugs at
the display end and permanently labeled "backup power status display,"
with wire polarity indicated. The green LED shall only illuminate to indicate
the cabinet is operating under UPS backup power (the "backup" operating
condition). This item also includes programming the UPS status relay
outputs to produce the lamp status displays.
These status displays will be solid 100% duty cycle (not flashing) displays.
The operating voltage of the LED lamp shall be 120V AC unless otherwise
indicated.
The cabinet's exterior finish shall match the color of the main traffic
signal controller cabinet.
All connections, wiring, attachment hardware and miscellaneous materials
for both attaching the cabinets and for full operation of the UPS system
shall be included in the unit price bid for this item. Payment shall be per
item 633 and shall be made at the unit price bid per each, complete, in
place, tested and accepted.
ITEM 633, CABINET FOUNDATION, AS PER PLAN
The controller cabinet foundations shall be sized for the P-58UPS
(Siemens/Eagle size P-UPS cabinet Catalog Number ELS1014) double door
cabinet. The size of the foundation shall be verified with the City prior to
installation of the foundation. The anchor bolts shall be considered
incidental to the cost paid for this item. The cost of coordination with
the City shall also be incidental to this item of work.
Payment shall be per Item 633.
36"
GROUND LINE
ELEVATION
SIDE VIEW
CABINET
FOUNDATION
4" CONCRETE
ITEM 633 CABINET FOUNDATION, AS PER PLAN
NOT TO SCALE
ITEM 633 CONTROLLER WORK PAD, AS PER PLN
TS2 CABINET
TYPE P
UPS
DOOR HINGE
PLAN VIEW
36"
36"
69"36"
CONCRETE PAD
DOOR HINGEBridge Street and Shawan Falls Drive/Corbin Mills Drive
ITEM 816 - VIDEO DETECTION SYSTEM, AS PER PLAN
accepted.
complete video vehicle detection system, installed, tested, and
bid, including all labor, materials and appurtenances for each
Payment for all of the above will be made at the contract unit price
FOster, EFOSTER@DUBLIN.OH.US.
information shall be provided to the City Traffic Engineer, Eagan
shall provide an ITERIS back up file for each intersection. Said
set of drawings for the video detection zones per intersection and
needed by the contractor. THe contractor shall provide an as-built
vehicle detection needs are met but may be expanded or modified as
Vehicle detection zones are shown in the plans to ensure that all
- 1 each: VANTAGE EDGE2 four (4) camera input processor.
(complete unit).
- 1 each: VANTAGE VECTOR HYBRID VIDEO DETECTION CAMERA, 120VAC
to the cost of this video detection system.
provided per project and the cost of the devices shall be incidental
FOster, Traffic Engineer, 614-410-4637. These devices shall be
plans, the contractor shall also furnish the following devices to Eagan
In addition to the materials that are mounted above or shown in the
sensor to the controller cabinet (no splices).
detection and power cable shall be run continuously from the image
shall be factory finished in a light grey color. The composite video
mounting assembly and the image sensor housing including the visor
the existing internally illuminated street name sign. The image sensor
riser length shall allow a camera mounting height of 4 inches above
mounting assembly. Steel strap banding is not permitted. ASTRO BRAC
2 foot ASTRO BRAC vertical support with stainless steel cable band
The image sensor units shall be mounted on the mast arm using a
parts of the video detection system.
cabinet devices. Vendor shall provide a five (5) year warranty on all
be positioned so they are accessible and do not interfere with other
doors can be fully opened for servicing. Shelf mounted devices shall
be mounted so all cable connections are accessible and all device
(cameras) shall be housed in the controller cabinet. All devices shall
All video detection equipment except the image sensor units
- 1 each: VANTAGE VECTOR module.
- 1 each: video security monitor, 9" LED flatscreen.
SYSTEM.
- 1 each: surge protected power panel for ITERIS VIDEO DETECTION
with 600 volt insulation, including connectors.
- 200 lin. ft. per camera: video composite detection & power cable
- 1 each: power supply TS1 rack mounted 1.5 AMP VANTAGE VIDEO.
- includes print markup and tech support.
- 1 per 4 cameras: VANTAGE EDGE2 four (4) camera input processor
- 4 each: VANTAGE CAMERA power connector cable pigtail 18".
risers with a stainless steel cable band attachment.
DETECTION CAMERA, 120VAC complete with 2 foot ASTRO BRAC vertical
- 4 each: VANTAGE NEXT with VANTAGE VECTOR HYBRID VIDEO
the following component items at a minimum:
The video detection system at each project intersection shall include
plans.
zones shall be established for each intersection leg as detailed in the
120VAC, 60 Hz incoming controller cabinet power line. Video detection
supply). The proposed system shall be designed to operate on a
component devices (camera input processor and shelf mounted power
all mounting hardware, all cabling/harnesses, and controller cabinet
appropriate number of hybrid image sensor units, as specified below,
DETECTION SYSTEM. The video detection system shall include the
complete ITERIS VANTAGE NEXT with VANTAGE VECTOR HYBRID VIDEO
Under this item of work the contractor shall furnish and install a
ITEM 632 - SIGNALIZATION, MISC.: RELOCATION OF ITS ITEMS
(614)410-4637 to coordinate.
cabinet to the new traffic signal cabinet. Contact Eagan Foster,
existing Ethernet network switch from the existing traffic signal
- Coordinate with the City of Dublin IT Department to relocate the
device with MH Corbin Company, Bill Corbin, (614)873-5216.
- Coordinate the relocation of the ConnectITS device and the RSU
the new traffic signal cabinet.
- Relocate ConnectITS device from existing traffic signal cabinet to
loop.
from the mounting plate of the mast arm with a three foot (3') drip
cable into the mast arm to reach the RSU mounted five feet (5')
bottom of the traffic signal enclosure). Pull sufficient CAT6 Ethernet
traffic signal cabinet (coil ten feet (10') of extra cable on the
intersection. Install exterior grade CAT6 Ethernet cable from the new
from the mast arm support on the southwest corner of the
pole on the southwest corner to the new traffic signal mast arm
- Relocate Road Side Unit (RSU) from existing traffic signal strain
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58
58
100PI Sta. 100+76.19101201 202 203EX. 24" SANI
TARY, CI
TY OF DUBLI
N, QL "B"12"1+009.0'S
D
5
1" = 20'
BPT
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59
R
G
Y
R
Y
G
Y
G
& W BRIDGE ST
CORBINS MILL DR
SHAWAN FALLS DR/
SIGNAL PLAN
R
Y
G
Y
G BRIDGE REPLACEMENTSHAWAN FALLS DRIVER
Y
G
Y/G BIMODAL - YELLOW ARROW / GREEN ARROW
S
D
Shawan Falls Dr
Corbins Mill Dr
W Bridge St
VEHICLES
TURNING
FOR
WATCH
TURNING
VEHICLES
TO
YIELD
Shawan Falls Dr
Corbins Mill Dr
STEADY
FLASHING
TIMER
DON'T START
Finish Crossing
If Started
START CROSSING
Watch For
TIME REMAINING
DON'T CROSS
To Finish Crossing
PUSH OR WAVE AT
Vehicles
BRIDGE ST
BUTTON TO CROSS
STEADY
FLASHING
TIMER
DON'T START
Finish Crossing
If Started
START CROSSING
Watch For
TIME REMAINING
DON'T CROSS
To Finish Crossing
PUSH OR WAVE AT
Vehicles
BRIDGE ST
BUTTON TO CROSS
STEADY
FLASHING
TIMER
DON'T START
Finish Crossing
If Started
START CROSSING
Watch For
TIME REMAINING
DON'T CROSS
To Finish Crossing
PUSH OR WAVE AT
Vehicles
SHAWAN FALLS DR
BUTTON TO CROSS
STEADY
FLASHING
TIMER
DON'T START
Finish Crossing
If Started
START CROSSING
Watch For
TIME REMAINING
DON'T CROSS
To Finish Crossing
PUSH OR WAVE AT
Vehicles
SHAWAN FALLS DR
BUTTON TO CROSS
STEADY
FLASHING
TIMER
DON'T START
Finish Crossing
If Started
START CROSSING
Watch For
TIME REMAINING
DON'T CROSS
To Finish Crossing
PUSH OR WAVE AT
Vehicles
CORBINS MILL DR
BUTTON TO CROSS
SIGNS
SIGNAL HEADS
TYPE D2)
(LED, COUNTDOWN,
PEDESTRIAN HEADS
BLACK HOUSING 2 834 5
7
1
6
28' IN TRENCH
19' IN TRENCH
WITH ARROWS
3 UNIT HEAD, 12"
TRAFFIC SIGNAL,
PROP EXIST
3 UNIT HEAD, 12"
TRAFFIC SIGNAL,
4 OR 5 UNIT HEAD, 12"
TRAFFIC SIGNAL,
PEDESTRIAN SIGNAL
PEDESTRIAN PUSH BUTTON
TRAFFIC PULL BOX
SIGNAL SUPPORT POLE
DETECTION ZONE
LEGEND
AND WORK PAD (TS-2)
CONTROLLER CABINET
DETECTION UNIT
DILEMMA ZONE RADAR
DETECTION UNIT
STOP BAR RADAR
PEDESTAL SUPPORT
PTZ CAMERA
20' IN TRENCH
1
2
3 4
56
7
8
6PA6PB
8PA
8PB
2PA
2PB
R9-3-24
E F
E
F
G
H
G H
STA. 201+19.3, 73.0' RT
22' IN TRENCH
7' IN TRENCH
7' IN TRENCH
Z5
Z8A Z8B
Z8C
Z1
Z4A
Z4B
JACKED OR DRILLED 125'
JACKED OR DRILLED 103'
Z6A
Z6B
Z2A
Z2B
B CA
D
A
B
C
D
W BRIDGE STSHAWAN FALLS DRCORBI
NS MI
LL DRW BRIDGE ST
16"W (DU0008 009)
PROPOSED 8"W
I J
18"X18"
CMR-188.03
ABOVE PED HEAD
POLE MOUNTED
I
K L
K
L
J
11
1210
9
9
1112
10
SPECIAL-R10-15-30
O P
O
P
1 EACH
120" X 48"
INTERNALLY ILLUMINATED
WHITE BACKGROUND
BLACK LETTERING ON
D3-1
2 EACH
108" X 24"
INTERNALLY ILLUMINATED
WHITE BACKGROUND
BLACK LETTERING ON
D3-1
1 EACH
120" X 48"
INTERNALLY ILLUMINATED
WHITE BACKGROUND
BLACK LETTERING ON
D3-1
RETRO-REFLECTIVE STRIPE ON THE BACKPLATE
CUTAWAY VISOR YELLOW HOUSING WITH NO
WITH BLACK LOUVERED ALUMINUM BACKPLATES
SHALL BE YELLOW POLYCARBONATE 12" LED
ALL VEHICULAR SIGNAL HEADS HOUSINGS
SP-3 COMBINATION SIGNAL SUPPORT
P-1 PEDESTRIAN PEDESTAL, 19'
SP-1 COMBINATION SIGNAL SUPPORT
SP-4 COMBINATION SIGNAL SUPPORT
P-2 PEDESTRIAN PEDESTAL, 11'
(1)-2" CONDUIT W/(1)-5/C
(1)-2" CONDUIT W/(1)-LIC
M N
MN
STA. 201+09.7, 67.3' RT
ADD (1)-2" CONDUIT RISER
EX. UTILITY POLE
POWER SOURCE
(1)-3" RMC CONDUIT W/ POWER
(1)-3" RMC CONDUIT W/ POWER
5' IN TRENCH
STA. 201+13.9, 68.8' RT
PULLBOX 5, 18"
SP-2 COMBINATION SIGNAL SUPPORT
(1)-2" CONDUIT W/(1)-7/C, (1)-5/C
(1)-2" CONDUIT W/(1)-LIC
(1)-2" CONDUIT W/(2)-7/C, (1)-5/C, (1)-V/C
(1)-2" CONDUIT W/(1)-DIST.
(1)-2" CONDUIT W/(1)-LIC
(1)-2" CONDUIT W/(1)-9/C, (1)-5/C, (1)-V/C
(1)-2" CONDUIT W/(1)-DIST.
(1)-2" CONDUIT W/(1)-LIC
(1)-6" CONDUIT SLEEVE W/(1)-3" CONDUIT W/(2)-7/C, (1)-5/C, (1)-V/C
(1)-6" CONDUIT SLEEVE W/(1)-3" CONDUIT W/(1)-DIST.
(1)-6" CONDUIT SLEEVE W/(1)-3" CONDUIT W/(1)-LIC
(1)-3" CONDUIT W/(2)-7/C, (1)-5/C, (1)-V/C
(1)-2" CONDUIT W/(1)-DIST.
(1)-2" CONDUIT W/(1)-LIC
STA. 202+20.3, 43.1' LT
W/(1)-AUXILIARY VEHICULAR SIGNAL HEAD
W/(1)-PEDESTRIAN PUSHBUTTON
W/(1)-PEDESTRIAN SIGNAL HEAD
STA. 202+32.9, 59.6' RT
W/(1)-PEDESTRIAN PUSHBUTTON
W/(1)-PEDESTRIAN SIGNAL HEAD
STA. 201+30.2, 73.1' RT
PULLBOX 2, 32" ROUND STA. 202+33.1, 66.1' RT
PULLBOX 4, 27" ROUND
STA. 201+96.3, 53.5' LT
PULLBOX 3, 27" ROUND
STA. 199+87.8, 48.1' LT
PULLBOX 1, 27" ROUND
CABINETS SHALL BE BLACK.
MOUNTED METERED POWER CABINETS, AND DISCONNECT
BLACK. TRAFFIC SIGNAL CONTROLLER CABINETS, GROUND-
SIGN BRACKETS, AND STREET NAME SIGN HOUSINGS SHALL BE
1. MAST ARMS AND THEIR SUPPORTS, PEDESTRIAN POLES,
NOTE:
JACKED OR DRILLED 109'
SPECIAL-R10-3E-9
PEDESTRIAN SIGNS
RQ
S T
U V
Q
R
S
T
U
V
11' IN TRENCH
(1)-3" RMC CONDUIT W/ POWER
8' IN TRENCH
STA. 201+07.7, 73.8' RT
(1)-6" CONDUIT SLEEVE W/(1)-3" CONDUIT W/(5)-5/C, (3)-V/C
(1)-6" CONDUIT SLEEVE W/(1)-3" CONDUIT W/(4)-7/C, (2)-9/C
(1)-6" CONDUIT SLEEVE W/(1)-3" CONDUIT W/(3)-DIST.
(1)-6" CONDUIT SLEEVE W/(1)-3" CONDUIT W/(5)-LIC
(1)-3" CONDUIT W/(1)-9/C, (1)-7/C, (1)-5/C, (1)-V/C
(1)-2" CONDUIT W/(1)-DIST.
(1)-2" CONDUIT W/(1)-LIC
(1)-6" CONDUIT SLEEVE W/(1)-3" CONDUIT W/(3)-5/C, (2)-V/C
(1)-6" CONDUIT SLEEVE W/(1)-3" CONDUIT W/(3)-7/C, (1)-9/C
(1)-6" CONDUIT SLEEVE W/(1)-3" CONDUIT W/(2)-DIST.
(1)-6" CONDUIT SLEEVE W/(1)-3" CONDUIT W/(3)-LIC
STA. 201+32.9, 66.9' RT
W/(1)-LUMINAIRE & BRACKET ARM
W/(1)-HYBRID VIDEO DETECTION CAMERA
W/(1)-AUXILIARY VEHICULAR SIGNAL HEAD
W/(1)-PEDESTRIAN PUSHBUTTON
W/(1)-PEDESTRIAN SIGNAL HEAD
STA. 202+42.0, 49.8' RT
W/(1)-LUMINAIRE & BRACKET ARM
W/(1)-HYBRID VIDEO DETECTION CAMERA
W/(1)-AUXILIARY VEHICULAR SIGNAL HEAD
W/(1)-PEDESTRIAN PUSHBUTTON
W/(1)-PEDESTRIAN SIGNAL HEAD
STA. 201+79.9, 67.3' LT
W/(1)-LUMINAIRE & BRACKET ARM
W/(1)-HYBRID VIDEO DETECTION CAMERA
W/(1)-PEDESTRIAN PUSHBUTTON
W/(1)-PEDESTRIAN SIGNAL HEAD
STA. 200+97.5, 65.3' LT
W/(1)-LUMINAIRE & BRACKET ARM
W/(1)-HYBRID VIDEO DETECTION CAMERA
W/(1)-AUXILIARY VEHICULAR SIGNAL HEAD
W/(1)-PEDESTRIAN PUSHBUTTON
W/(1)-PEDESTRIAN SIGNAL HEAD
(2) DISCONNECT SWITCHES (1-LIGHTING & 1-SIGNAL)
GROUND MOUNTED CONTROLLER W/ UPS &
(1)-3" CONDUIT W/(2)-9/C
(1)-3" CONDUIT W/(4)-V/C
(1)-3" CONDUIT W/(6)-5/C
(1)-3" CONDUIT W/(6)-7/C
(1)-3" CONDUIT W/(4)-DIST.
(1)-3" CONDUIT W/(6)-LIC
BASE MOUNT POWER METER CABINET
12' IN TRENCH
BPT
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BPT
EMW
NONEBRIDGE REPLACEMENTSHAWAN FALLS DRIVE60
60
N
& W BRIDGE ST
CORBINS MILL DR
SHAWAN FALLS DR/
DETAILS
TRAFFIC SIGNAL
PHASING DIAGRAM
PERMITTED £
VEHICLE £
PEDESTRIAN £
LEGEND
£1 & £6
PED 2P
PED 6P
£01
£05
£06
£02
£05
£06
£02
£01
(RECALL)
£2 & £6
PED 6P
PED 2P
£1 & £5
£2 & £5
PED 8P£04
£08
£4 & £8
OLA
OLA
USE EXISTING SIGNAL TIMINGS
SIGNAL TIMING CHART
VIDEO DETECTION CHART
ZONEDETECTIONMOVEMENTPRESENCEPULSE ORPHASEASSOCIATED(SEC.)IN CONTROLLERPROGRAMMEDDELAYPHASEDELAY INHIBITDETECTOR NO.PURPOSE(FT)ZONE LENGTHDETECTION(FT)STOP BARDISTANCE FROMZ1 WB LEFT PRESENCE 1 2 1 D6 CALL/EXTEND PHASE 1 40 0
Z2A EB THRU PULSE 2 8 2 D2 DILEMMA ZONE 450 50-500
Z2B EB THRU PULSE 2 --D2 DILEMMA ZONE 450 50-500
Z4A SB LEFT PRESENCE 4 2 4 D4 CALL/EXTEND PHASE 4 40 0
Z4B SB THRU PRESENCE 4 8 4 D4 CALL/EXTEND PHASE 4 40 0
Z5 EB LEFT PRESENCE 5 2 5 D2 CALL/EXTEND PHASE 5 40 0
Z6A WB THRU PULSE 6 8 6 D6 DILEMMA ZONE 450 50-500
Z6B WB THRU PULSE 6 --D6 DILEMMA ZONE 450 50-500
Z8A NB LEFT PRESENCE 8 2 8 D8 CALL/EXTEND PHASE 8 40 0
Z8B NB THRU PRESENCE 8 --D8 CALL/EXTEND PHASE 8 40 0
Z8C NB RIGHT PRESENCE 8 8 8 D8 CALL/EXTEND PHASE 8 40 0
BPT
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P:\PR58074\FRA\000000\Design\Signals\Sheets\CD002.dgn Sheet 5/6/2022 5:04:30 PM jkelleyEMW
BPT
EMW
NONEBRIDGE REPLACEMENTSHAWAN FALLS DRIVE& W BRIDGE ST
CORBINS MILL DR
SHAWAN FALLS DR/
DETAILS
TRAFFIC SIGNAL
61
61
INCREASING
RIGHT OF | STATIONING LEFT OF | | MAST ARM (INDEX)90°M
ASTARM
ANGLEORI
ENTATI
ONANGLES
ORIENTATION
ORIENTATION ANGLE
MAST ARM
| MAST ARM (INDEX)90°ANGLES
ORIENTATION
| MAJOR STREET
POLE ORIENTATION
MAST ARM TABLE
PEDESTAL SUPPORT TABLE
SUPPORT NO.STATIONOFFSETELEVATIONFOUNDATIONPEDESTAL HEIGHTINDEX ANGLEORIENTATION FROM INDEX ANGLE
HANDHOLEPEDESTRIAN SIGNAL WITH SIGNACTIVATION SYSTEMPEDESTRIAN(CMR-188.03)VEHICLESWATCH FOR TURNING(3-SECTION)AUXILLARY HEADP-1 202+20.3 43.1' LT 856.57 19'0 180 90 90 90 283
P-2 202+32.9 59.6' RT 856.96 11'0 180 0 0 0 -
*
*
SIGNAL HEADS; ONE CENTERED OVER EACH LANE).
FUTURE FLASHING YELLOW ARROW SIGNAL HEAD ARRANGEMENT (THREE
* NOTE: SUPPORTS SP-1 & SP-4 HAVE BEEN DESIGNED TO SUPPORT A
42"
8'ARM ATTACHMENT HEIGHTPOLE HEIGHTMaximum = 19'
Preferred = 17'
Minimum = 16.5'
Clearance
S1
S2
PUSHBUTTON
PEDESTRIAN
L2
BRACKET ARM HEIGHT12'
27"
LIGHT
WITH CONFIRMATION
PREEMPTION DETECTOR
RADIUS
ID
POLE BASE PLATE RADIUS
CORNER RADIUS TO MATCH
M
WIDTH +1/4"
POLE PLATE
K
1"TOP VIEW
POLE PLATE SKIRT
SECTION A-A
SECTION ATTACHMENT
COVER GUIDE AND
THREADED HOLE W/ S.S. BOLT
PRE-DRILLED
PLATE
1/4" STEEL
BE PERMITTED.NOT3. BANDING WILL
MOUNTED VIA BLIND HALF COUPLINGS (BHC).
2. VEHICULAR SIGNAL HEADS SHALL BE
CLAMSHELL MOUNTED.
1. PEDESTRIAN SIGNAL HEADS SHALL BE
NOTES:
AA
FOUNDATION
ID = POLE OD + 1/4"
NOT TO SCALE
STEEL BASE COVER
POLE
SIGNAL ELEVATION DETAIL
Street NameSIGN
NOT TO SCALE
ON EACH PLAN SHEET.
SIGNS ARE DETAILED
D1
L
L1
X
SUPPORT NO.STATIONOFFSETELEVATION SIGNAL SUPPORT DETAILS ORIENTATION ANGLES FROM MAST ARM
Elev.)
(Pavt.
A
Found.)
(Top of
B
DESIGN TYPEDESIGN NO.HEIGHTPOLEARM HEIGHT L L1 L2 D1 S1 S2 X
ANGLEMAST ARM ASIGNALPEDESTRIANPUSHBUTTONPEDESTRIANSIGNAL HEADSUPPLEMENTALDETECTIONRADARPOWER SERVICESIGNAL CABINETBRACKET ARMHANDHOLE12" FROM TOPCABLE ENTRANCEFT FT FT FT FT FT FT FT FT DEG DEG DEG DEG DEG DEG DEG DEG DEG DEG
SP-1 200+97.5 65.3' LT 858.37 856.84 TC-81.22 14 37.0 22.0 68.0 58.1 42.5 46.5 50.2 19.5 6 0 0 0 185 28 --0 180 -
SP-2 201+32.9 66.9' RT 856.93 858.04 TC-81.22 4 34.0 19.0 36.0 30.4 13.4 17.1 21.8 5.6 6 90 270 270 195 11 --0 180 -
SP-3 201+79.9 67.3' LT 856.26 855.45 TC-81.22 4 36.0 21.0 35.0 30.5 17.0 19.7 23.7 10.2 6 90 270 270 -16 --0 180 -
SP-4 202+42.0 49.8' RT 856.39 856.98 TC-81.22 13 35.0 20.0 54.0 44.7 32.1 36.2 38.4 18.4 6 0 264 264 189 29 --0 180 -
BPT
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P:\PR58074\FRA\000000\Design\Signals\Sheets\CD003.dgn Sheet 5/6/2022 5:04:32 PM jkelleyEMW
BPT
EMW
NONEBRIDGE REPLACEMENTSHAWAN FALLS DRIVE& W BRIDGE ST
CORBINS MILL DR
SHAWAN FALLS DR/
DETAILS
TRAFFIC SIGNAL
62
772
FIELD WIRING HOOK-UP CHART
METER BASE
PC
5C
MB
PEDESTRIAN PUSH BUTTON
LIC
NO. 14 AWG
SIGNAL CABLE, 5 CONDUCTOR,
7C
NO. 14 AWG
SIGNAL CABLE, 7 CONDUCTOR,
NO. 6 AWG
POWER CABLE, 2 CONDUCTOR,
VC VIDEO DETECTION CABLE POWER SOURCE
LEGEND
2/C NO. 14 AWG (LEAD-IN CABLE)
DS
DS MB PCPCPC
PEDESTRIAN SIGNALCONTROLLER CABINETVC
WIRING DIAGRAM
D6
AEP
AEP
2
3
10
DISCONNECT SWITCH
P6B
5C6PB
7C
VCD2
5C
P8B
8PB
D4
VC
5C
P2A
2PA
56
5C
P2B
2PB
LIC
LIC
LIC
LIC
7C
PCPE
N10
DS
PEN10
PE N10
N4N42
SP
N10 PE
N41
SP N4
4
SP
3
SP
PAD MOUNTED TRANSFORMERTRAFFIC SIGNAL, 5 UNIT HEAD 12"
TRAFFIC SIGNAL, 3 UNIT HEAD 12"
N4
N10
NO. 4 AWG DISTRIBUTION CABLE
NO. 10 AWG POLE & BRACKET CABLE
PE PHOTOELECTRIC CELL
LUMINAIRE, APP 1
SP
SIGNAL SUPPORT POLE NO. __
7C
1
12
7C
7C7C
4
9C11
7
7C
8
7C
5C
P8A
8PA
LIC
7C9
5C
P6A
6PA
LIC
VC
D8
9C7C
SNS ILLUMINATED STREET NAME SIGN
SNS
N10
SNS
N10
SNSN10
N10SNS
HEAD
SIGNAL
INDICATION FIELD TERMINAL FLASH
HEAD
SIGNAL
INDICATION FIELD TERMINAL FLASH
1, 9
R Ø6 RED
R
11
R Ø8 RED
R
Y Ø6 YEL ---Y-->Ø8 YEL
G Ø6 GRN --FYA-->Ø1 YEL
(WB)--(NB)---G-->Ø8 GRN
----
2
R Ø6 RED
R
3, 4, 10
R Ø4 RED
RYØ6 YEL Y Ø4 YEL
G Ø6 GRN (SB)G Ø4 GRN
(WB LT)<--Y---Ø1 YEL
-
--
-
<--G---Ø1 GRN --
8
R Ø2 RED
R
--
Y Ø2 YEL ---
G Ø2 GRN --
(EB LT)<--Y---Ø5 YEL PEDESTRIAN MOVEMENTS
<--G---Ø5 GRN 2P W Ø2 PED/LS10 G OUT
7, 12
R Ø2 RED
R
-DW Ø2 PED/LS10 R
Y Ø2 YEL 6P W Ø6 PED/LS11 G OUT
(EB)G Ø2 GRN -DW Ø6 PED/LS11 R
5
R Ø8 RED
R
8P W Ø8 PED/LS12 G OUT
Y Ø8 YEL -DW Ø8 PED/LS12 R
G Ø8 GRN ---
-
(NB RT)---Y-->Ø1 YEL ---
---G-->Ø1 GRN OVERLAPS
6
R Ø8 RED
R
OLA
---Y-->Ø1 YEL
OUT
Y Ø8 YEL ---G-->Ø1 GRN
(NB)G Ø8 GRN
OLA = LS 13
LS = LOAD SWITCH
9C
NO. 14 AWG
SIGNAL CABLE, 9 CONDUCTOR,
VIDEO DETECTION UNIT
66
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63
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2 4
P:\PR58074\FRA\000000\Design\RW\Sheets\RS001.dgn Design 10/5/2021 2:18:18 PM rileyRIGHT OF WAY
ADDITIONAL
SUMMARY OF
N/A
ALL AREAS IN ACRES
MDJ
ENR
ENR
58SHAWAN FALLS BRIDGE REPLACEMENTCITY OF DUBLIN, OHIO56
56
10/5/2021
NET RESIDUE = RECORD AREA - TOTAL PRO - NET TAKE
NET TAKE = GROSS TAKE - PRO IN TAKE
(c) = CALCULATED AREA
* DENOTES RIGHT OF WAY ENCROACHMENT
GRANTEE:
UNLESS OTHERWISE SHOWN.
THE CITY OF DUBLIN
ALL RIGHT OF WAY ACQUIRED IN THE NAME OF
NOTE:
UNLESS NOTED OTHERWISE.
MATERIAL OR EQUIPMENT BY THE CONTRACTOR
EASEMENTS TO BE USED FOR STORAGE OF
UNDER NO CIRCUMSTANCES ARE TEMPORARY
BE OF 18 MONTH DURATION.
NOTE: ALL TEMPORARY PARCELS TO
TOTAL NUMBER OF :
3 OWNERSHIPS
6 PARCELS
0 TOTAL TAKES
3 OWNERSHIPS W/ STRUCTURES INVOLVED
DATE COMPLETED: 10/5/2021
REV. BY DATE DESCRIPTION
OR = OFFICIAL RECORD
IN = INSTRUMENT NUMBER
T = TEMPORARY EASEMENT
U = UTILITY EASEMENT
WD = WARRANTY DEED
LEGEND:
PARCEL
OWNER
SHEET OWNERS RECORD AUDITOR'S RECORD TOTAL GROSS P.R.O. IN NET STRUC-NET RESIDUE TYPE
REMARKS
AS ACQUIRED
NO.NO.BOOK PAGE PARCEL AREA P.R.O.TAKE TAKE TAKE TURE LEFT RIGHT FUND INSTRUMENT NUMBER
1-WD OHIOHEALTH CORPORATION, AN OHIO IN 201803260038938 273-000797-00 2.187 0.541 0.090 0.000 0.090 Y 2.097 CITY TAKE 10' OF 6" WIDE TIMBER LANDSCAPE WALL, FLOWER BED
NOT-FOR-PROFIT CORPORATION PORTION, (2) 2" CRABAPPLE TREES, (2) BUSHES, SHRUBS,
(6) PARKING SPACES, CLEAN OUT
1-U 273-000797-00 0.012 S (1) TAKE BRICK AND LIGHTED "OHIOHEALTH" PRIVATE SIGN,
ELEC. BOX, FLOWER BED PORTION, (8) BUSHES
SEWER EASEMENT OVERLAP = 3.0 SQ.FT.
1-T 273-000797-00 0.102 S (1) TEMPORARY CONSTRUCTION AND GRADING EASEMENT
TAKE FLOWER BED PORTION, TEMP. IMPACT (4) PARKING
SPACES TOTAL, (2) 2" CRABAPPLE TREES
REMOVE AND RESET PARKING SIGN
SEWER EASEMENT OVERLAP = 39.3 SQ.FT.
2-T 220 W BRIDGE ST, LLC, AN OHIO LIMITED IN 201807310102242 273-000785-00 0.450 0.000 0.002 Y TEMPORARY CONSTRUCTION AND GRADING EASEMENT
LIABILITY COMPANY 273-000786-00 1.010 0.365 0.031 TAKE (2) TREES
TOTAL 1.460 0.365 0.033 REMOVE AND RESET APPROX. 30 FT. CH. LINK FENCE
3-WD BISCAR PROPERTIES, LLC IN 199811170295482 273-002485-00 0.962 0.000 0.014 0.000 0.014 0.948 TAKE (4) BUSHES, PORTION OF FLOWER BED & SHRUB
UTILITY EASEMENT (P.B. 61, PG. 94) OVERLAP = 0.014 AC.
3-T 273-002485-00 0.000 0.094 S (1) TEMPORARY CONSTRUCTION AND GRADING EASEMENT
TAKE PRIVATE SIGN, LARGE ROCK, FLOWER BED,
(10) BUSHES
4 CITY OF DUBLIN, AN OHIO MUNICIPAL IN 199706030013594 273-000787-00 2.197 0.000 0.000 NO ADDITIONAL R/W REQUIRED
CORPORATION
5 UNITED STATES POSTAL SERVICE OR 4875 J01 273-002474-00 2.585 0.000 0.000 NO ADDITIONAL R/W REQUIRED
6 OCLC ONLINE COMPUTER LIBRARY CENTER OR 16551 F20 273-000788-00 40.053 0.000 0.000 NO ADDITIONAL R/W REQUIRED
66
64
64
100 PI Sta. 100+76.19101
102
PC St
a.
102+50.84PT Sta. 102+85.74103 104
¬ = 3°58'37"10200
20120212"12"2IN2IN2IN24IN16IN8IN12IN8IN32IN18IN2IN4IN3IN18IN3IN2IN2IN10IN12IN2IN2IN2IN2IN10IN6IN18IN8IN-IMG2874IN4IN4IN4IN201
202 203 204200
+02.90PI Sta.201+30.64
PI Sta.201+96.48PI
St
a.
1" = 20'
ENR
58074
P:\PR58074\FRA\000000\Design\RW\Sheets\RD001.dgn Sheet 10/5/2021 2:18:20 PM rileyMDJ
ENR
MDJSHAWAN FALLS BRIDGE REPLACEMENTCITY OF DUBLIN, OHIO57
3 4
STA. 204+00
TO
BEGIN ACQUISITION
PLAN
RIGHT OF WAY
5857
VMS NO. 2542
CITY OF DUBLIN
FRANKLIN COUNTY
SHAWAN FALLS DRIVE BRIDGE REPLACEMENT
10/5/2021***
2
COMMERCIAL
1
COMMERCIAL
3
COMMERCIAL
INST. 201807310102242
A.P.N. 273-000786-00
DUBLIN, OH 43017
220 W. BRIDGE ST.
AN OHIO LIMITED LIABILITY COMPANY
220 W BRIDGE ST, LLC,
INST. 201803260038938
A.P.N. 273-000797-00
DUBLIN, OH 43017
250 W. BRIDGE ST.
OHIO NOT-FOR-PROFIT CORPORATION
OHIOHEALTH CORPORATION, AN
INST. 199811170295482
A.P.N. 273-002485-00
DUBLIN, OH 43017
650 SHAWAN FALLS DR.
BISCAR PROPERTIES, LLC
4
INST. 199706030013594
A.P.N. 273-000787-00
DUBLIN, OH 43017
5200 EMERALD PARKWAY
AN OHIO MUNICIPAL CORPORATION
CITY OF DUBLIN,
P.I. Sta. 102+68.33
R = 200.00'
T = 17.50'
L = 34.91'
E = 0.76'
C = 34.86'
¬
1-WD
1-T
\ CONST. SHAWAN FALLS
CURVE DATA -
3
4
3-WD
3-T
A.P.N. 273-000785-00
PARK
1-U73.33 LT
201+44.76
63.33 LT
201+42.82
56.33 LT
201+41.46
73.33 LT
201+94.59
63.33 LT
201+94.70
56.33 LT
201+93.05
35.00 LT
203+83.90
1-WD
Bearing Distance
A
B
C
D
E
F
G
H
I
J
12.67' (1-WD)
K
15.00' (1-WD)
L
51.58' (1-WD)
M
49.78' (1-WD)
N
64.01' (1-WD)
O
89.67' (1-WD)
P
5.00' (1-WD)
Q
190.05' (1-WD)
R
65.59' (1-WD)
S
T
7.13' (1-U)
U
118.43' (1-T)
A
1
B
2
C D
E F
3G
H
I
4
J
L
N
O
P
Q R
U
T
M
S
LINE TABLE
51.87' (1-U)
50.03' (1-U)
10.18' (1-T)
49.83' (1-T)
46.00' (1-T)
39.32' (1-T)
24.50' (1-T)
49.50' (3-WD)
49.50' (3-WD)
71.02 LT
202+27.88
53.94 LT
202+33.09
SAVE
SAVE
35.00 LT
202+94.23
12"12"
K
STA. 201+10.46
BEGIN ACQUISITION
Station
1
2
3
4
STATION & OFFSET TABLE
Offset
201+33.51 30.00'
201+38.60 41.60'
30.00'203+83.90
201+96.48 30.11'
50.40' (3-T)
59.50 LT
203+83.90
BRICK
2 STORY
23.0' ASPHALT
*** +18.60 | DR.
STA. 100+88.60
BEGIN PROJECT
5
5
STA. 101+44.91 \ CONST.
STA. 201+19.11 | EX. R/W =
STA. 103+65.18
END PROJECT
2-T
33.22' RT
202+49.18
29.89' RT
202+49.18
33.76' RT
201+13.35
29.87' RT
201+93.76
V
W
X
Y
V
W
X
Y
86.50' (2-T)
50.19' (2-T)
Z
Z 13.10' (2-T)
3.34' (2-T)
140.61' (2-T)
SOUTH FORK INDIAN RUN
SHAWAN FALLS DRIVE (60' R/W)
59.50 LT
202+65.47
46.54' RT
201+10.46
**
*
**
*(WIDTH VARIES)(AKA W. BRIDGE ST.) US ROUTE 33 / SR 161EX. WATER
EX. 24" SAN.
CONST. LIMITS
SHAWAN FALLS DR.
| EX. R/W
(APROXIMATE LOCATION)
DB 2809 PAGE 303
20' WIDE SEWER EASEMENT
58MATCH LINE STA. 204+00 (SEE SHEET )WATER
EX. 8"
EX. 3" GAS
SAVE
LIMITS
CONST.DND
PROP. 8" WATER
SAVE
BED
FLOWER
TAKE**23.0' ASPHALT+50.64 | DR.SHAWAN FALLS DR.
\ CONST.
BED PORTION
TAKE FLOWER
DEDICATED IN P.B. 61, PG. 94)
SHAWAN FALLS DRIVE
SHAWAN FALLS DR.
| EX. R/W
P.B. 61, PG. 94
UTILITY EASEMENT
10' WIDE PUBLIC & PRIVATE
BRIDGE STREET
\ CONST. W
DND
SHAWAN FALLS DR.
\ CONST.
FLOWER BED (PORTION)
TAKE ELEC. BOX,
********
"OHIOHEALTH" PRIVATE SIGN
TAKE BRICK & LIGHTED
REMOVE & RESET SIGN
CHAIN LINK FENCE
APRROX. 30'
REMOVE AND RESET
****
****
CLEAN OUT
** PARCEL 1-WD = TAKE 10' OF 6" WIDE TIMBER LANDSCAPE WALL,
* PARCEL 1-WD = PERMANENTLY TAKE 6 PARKING SPACES TOTAL
SAVESAVE
**** 1-T = TEMPORARILY IMPACT 4 PARKING SPACES TOTAL
DATE COMPLETED: 10/5/2021
REV. BY DATE DESCRIPTION
US ROUTE 33/SR 161
| EX. R/W
AA
AA 20.71' (REF)D.B. 2686, PG. 20STATE OF OHIOEASEMENT FOR HIGHWAY PURPOSES PARCEL 308 (FRA-270-7.47N)D.B. 2686, PG. 20STATE OF OHIOEASEMENT FOR HIGHWAY PURPOSES PARCEL 308 (FRA-270-7.47N)3/4" PIPE FOUND
CAPPED "S-6096"
5/8" PIN FND.
BASIS FOR BEARINGS:
HEAD AT 30.11 FEET LEFT OF STATION 201+96.48.
OF STATION 203+83.90 AND A MAG NAIL FOUND WITH BROKEN TOP
DRIVE BETWEEN A 3/4-INCH IRON PIPE FOUND AT 30.00 FEET LEFT
ON THE WESTERLY EXISTING RIGHT-OF-WAY LINE OF SHAWAN FALLS
A BEARING OF SOUTH 00 DEGREES 59 MINUTES 31 SECONDS EAST
OHIO STATE PLANE, SOUTH ZONE, NAD83 (2011) AND DERIVING
ALL BEARINGS SHOWN ARE FOR PROJECT USE ONLY.
ORD. NO. 81-76)
(SEE VILLAGE OF DUBLIN
0.376 AC. TRACT
D.B.3508, PG. 212
VILLAGE OF DUBLIN
66
65
65
PC Sta. 104+46.60105
106PT Sta. 106+51.3910
7
10
8PC Sta. 10+81.4211
12SIZE 8 INCHSIZE 16 INCHSIZE 16 INCHSIZE 10 INCHSIZE 8 INCH8IN-IMG2871" = 20'
ENR
date
58074
P:\PR58074\FRA\000000\Design\RW\Sheets\RD002.dgn Sheet 10/5/2021 2:18:22 PM rileyMDJ
ENR
MDJSHAWAN FALLS BRIDGE REPLACEMENTCITY OF DUBLIN, OHIO4 4
END ACQUISITION
TO
STA. 204+00
PLAN
RIGHT OF WAY
5858
VMS NO. 2542
CITY OF DUBLIN
FRANKLIN COUNTY
SHAWAN FALLS DRIVE BRIDGE REPLACEMENT
23.0' ASPHALT+23.40 | DR.206+43.71PT Sta.204
PC Sta. 204+33.40205
20620
7
20
8 POT Sta. 208+04.713
COMMERCIAL
INST. 199811170295482
A.P.N. 273-002485-00
DUBLIN, OH 43017
650 SHAWAN FALLS DR.
BISCAR PROPERTIES, LLC
4
INST. 199706030013594
A.P.N. 273-000787-00
DUBLIN, OH 43017
5200 EMERALD PARKWAY
AN OHIO MUNICIPAL CORPORATION
CITY OF DUBLIN,
P.I. Sta. 105+51.77
R = 365.00'
T = 105.17'
L = 204.79'
E = 14.85'
C = 202.11'
¬
E = 15.24'
P.I. Sta. 205+41.40
¬
R = 375.00'
T = 108.00'
L = 210.31'
C = 207.56'
SHAWAN FALLS DR.
| EX. R/W
| EX. R/W SHAWAN FALLS
CURVE DATA -
\ CONST. SHAWAN FALLS
CURVE DATA -
3-T
MATCH LINE STA. 204+00 (SEE SHEET )3-WD
575
6
COMMERCIAL
PARK
30.00' LT
204+33.40
35.00' LT
204+33.40
50.00' LT
205+89.23
30.00' LT
205+93.40
A
B
D
C
SAVE
26.6'P.B. 61, PG. 94
UTILITY EASEMENT
& PRIVATE
10' WIDE PUBLIC
SAVE
SAVE
CURVE DELTA RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING TANGENT LENGTH
PR1 307.93'56.36'
ER1 405.00'55.56'
PR2 425.00'89.59'
ER2 405.00'62.38'62.32'31.25'
RIGHT OF WAY CURVE DATA
110.87'111.48'
110.42'110.08'
176.60'175.33'
SHAWAN FALLS DR.
\ CONST.
BED PORTION
TAKE FLOWER
SHRUB
FLOWER BED &
TAKE PORTION OF
SAVE
PRIVATE SIGN
TAKE
A
B
49.50' (3-WD)
49.50' (3-WD)
C
LINE TABLE
Bearing Distance
D
50.40' (3-T)
20.53' (3-T)
PR1 ER1
ER2
PR2
DRIVEEX. CONC.CONST. LIMITS 21.0' ASPHALT+52.58 | DR.30.00' LT
205+35.64
STA. 205+93.40
END ACQUISITION
LIMITS
CONST.
STA. 106+33.00
END WORK
P.B. 61, PG. 94
UTILITY EASEMENT
& PRIVATE
10' WIDE PUBLIC
FEDERAL GOVERNMENT OFFICE
50.00 LT
204+33.40
BRICK
2 STORY
PROP. 5' SIDEWALK
DEDI
CATED I
N P.B.
61, PG.
94SHAWAN FALLS DRI
VE (60' R/W)
DATE COMPLETED: 10/5/2021
REV. BY DATE DESCRIPTION
BASIS FOR BEARINGS:
HEAD AT 30.11 FEET LEFT OF STATION 201+96.48.
OF STATION 203+83.90 AND A MAG NAIL FOUND WITH BROKEN TOP
DRIVE BETWEEN A 3/4-INCH IRON PIPE FOUND AT 30.00 FEET LEFT
ON THE WESTERLY EXISTING RIGHT-OF-WAY LINE OF SHAWAN FALLS
A BEARING OF SOUTH 00 DEGREES 59 MINUTES 31 SECONDS EAST
OHIO STATE PLANE, SOUTH ZONE, NAD83 (2011) AND DERIVING
ALL BEARINGS SHOWN ARE FOR PROJECT USE ONLY.
O.R. 4875 J01
A.P.N. 273-002474-00
UNITED STATES POSTAL SERVICE
O.R. 16551 F20
A.P.N. 273-000788-00
LIBRARY CENTER
OCLC ONLINE COMPUTER
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