5-Plans.pdf

PDF 16 MB Posted Dec 10, 2025

Attached to: 2026 Street Rehabilitation, Contract B
Solicitation number: 2026-002
Issued by: Delaware County, Ohio

About this file

Written by GovTribe AI · Dec 18, 2025

This file consists of engineering plans for the 2026 Street Rehabilitation Contract B project in Westerville, Ohio, prepared by Carpenter Marty Transportation and dated December 7, 2025. The project encompasses street reconstruction, water infrastructure improvements, and storm drainage work along Monroe Lane and Ash Court. The scope of work includes pavement reconstruction with concrete curbing, water main installation and replacement, storm sewer improvements, underdrain installation, concrete sidewalks and curb ramps, mailbox support relocation, and erosion control measures. The project extends approximately 5.9 miles on Monroe Lane and 2.3 miles on Ash Court, with an estimated engineer's cost of $1,293,000 and a project completion date of August 7, 2026. Estimated quantities include 2,164 square yards of pavement removal, 1,635 cubic yards of excavation, 1,841 square yards of cement-stabilized subgrade, 1,304 linear feet of combined curb and gutter, 1,282 linear feet of six-inch pipe underdrains, 287 linear feet of six-inch zinc-coated ductile iron water pipe, and various storm sewer and water infrastructure components.

The contract documents reference City of Westerville and City of Columbus standards, ODOT specifications, and AWWA standards for water system construction. General notes specify that the contractor is responsible for utility location and verification, maintenance of traffic throughout construction, dust control, erosion and sediment control, coordination with existing utility providers, and restoration of disturbed areas. Pricing is to be submitted on a unit bid basis for most line items, with some items specified as lump sum payments including mobilization, construction layout and surveying, and maintenance of traffic. The plans include detailed cross-sections, typical pavement sections, utility profiles, and specifications for water distribution system maintenance with minimum pressure requirements of 20 PSI and water quality standards per AWWA guidelines. A preconstruction conference is required prior to work commencement, and the contractor must maintain as-built plans updated weekly throughout construction.

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2-Original Construction Plans - Ash Ct.pdf	PDF	Dec 10, 2025
1-Prevailing Wage Rates - FRA County.pdf	PDF	Dec 10, 2025
4-Project Manual.pdf	PDF	Dec 10, 2025

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CITY OF WESTERVILLE

2026 STREET REHABILITATION CONTRACT B

2026 STREET REHABILITATION CONTRACT B 2026-002

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TYPE 1 BEDDING FOR RIGID SEWER PIPEAA-S151

TYPE 1 BEDDING FOR FLEXIBLE SEWER PIPEAA-S149

CURB & GUTTER INLET FOR CURB INLET MANHOLESAA-S142

CAST IRON FRAME & GRATE FOR CURB & GUTTER INLETAA-S128

STANDARD CATCH BASIN (21" DIAMETER & SMALLER PIPE)AA-S133A

DOUBLE CURB & GUTTER INLETAA-S125B

STANDARD CURB & GUTTER INLETAA-S125A

CURB INLET MANHOLE AA-S121

PRECAST MANHOLE BASE CHANNEL DETAILAA-S117

36 INCH MANHOLE FRAME AND COVER (STORM)AA-S114

MANHOLE FRAME & COVER CASTING (STORM)AA-S112

MANHOLE FRAME & COVER CASTING (SANITARY)AA-S111

MISCELLANEOUS ITEMS PRECAST MANHOLES AA-S107

TYPICAL ASSEMBLY FOR PRECAST MANHOLESAA-S106

TYPE "C" MANHOLEAA-S102

STANDARD DRAWINGS

DESCRIPTION:DRAWING #:

CITY OF WESTERVILLE

STANDARD DRAWINGS

CITY OF COLUMBUS

DESCRIPTION:DRAWING #:

THRUST BLOCK DETAIL, END OF PIPE L-7001

ALLOWABLE LEAKAGE TABLE L-6640

MECHANICAL JOINT TEES

TYPICAL HYDRANT SETTING, TYPE "B" & "B" MODIFIED FOR L-6409A

COLUMBUS STANDARD HEAVY DUTY VALVE BOX L-6316A

BACKING FOR TEES L-6312

BACKING FOR BENDS L-6311

BACKING FOR VERTICAL BENDSL-6310

FOR WATER MAIN AND SERVICE REPAIRS

INFLUENCE OF PAVEMENT - BACKFILLING WITHIN R/WL-6309E

INFLUENCE OF PAVEMENT (16" DIA. W.M. & SMALLER)

TYPICAL TRENCH - EXCAVATION AND BACKFILL UNDERL-6309A

CONCRETE VALVE SUPPORTSL-6306

BLOW-OFFS, AIR RELEASE VALVES & SIMILAR APPURTENANCES

POLYETHYLENE ENCASEMENT FOR WATER TAPS, L-1004

POLYETHYLENE ENCASEMENT FOR DUCTILE IRON PIPEL-1003

TYPICAL CURB BOXL-1001

DRIVEWAY REPLACEMENT2160

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O Utilities Protection

HIO

SERVICE

Call Before You Dig

800-362-2764 or 8-1-1 www.oups.org

MEMBERS OF COUNCIL

DATECITY MANAGER, CITY OF WESTERVILLE, OHIO

DATEDIRECTOR OF PUBLIC SERVICE, CITY OF WESTERVILLE, OHIO

DATECITY ENGINEER, CITY OF WESTERVILLE, OHIO

ENGINEER PREPARING THE PLANS.

LOCATION OF THE PROJECT. ALL TECHNICAL DETAILS REMAIN THE RESPONSIBILITY OF THE

SIGNATURES BELOW SIGNIFY ONLY CONCURRENCE WITH THE GENERAL PURPOSE AND

TC-03

TC-01

WTR-03

WTR-01

STM-01

SS-03

SS-01

RD-14

RD-05

RD-04

RD-02

RD-01

PROJECT DESCRIPTION

WESTERVILLE, OHIO

MONROE LANE IMPROVEMENTS

ILE M4

1SCALE: 1" =

LOCATION MAP

SHEET INDEX

APPROVALS

WATER WORK....................................................... 25-27

STORM SEWER PROFILES

DRIVE DETAILS .................................................... 22-23

CUL-DE-SAC DETAILS

INTERSECTION AND CURB RAMP DETAILS

CROSS SECTIONS .............................................. 12-19

PLAN AND PROFILE..............................................10-11

PAVEMENT CALCULATIONS

ESTIMATED QUANTITIES

GENERAL SUMMARY............................................6-7

MAINTENANCE OF TRAFFIC

GENERAL NOTES ................................................ 3-4

TYPICAL SECTIONS

TITLE SHEET

REGISTERED ENGINEER NUMBER DATE

APPURTENANT WORK.

SEWER CONDUIT, STRUCTURE, AND WATER QUALITY UNIT INSTALLATION; AND OTHER

DRIVE APRONS, AND CURB RAMPS; WATER MAIN AND SERVICE REPLACEMENT; STORM

PROJECT CONSISTS OF STREET RECONSTRUCTION INCLUDING CONCRETE CURBING,

SCALE:

AS NOTED

PLANS PREPARED BY:

MARK DATE DESCRIPTION

REVISIONS

MONROE LANE IMPROVEMENTS TITLE SHEET

2025-005

CARPENTER

MARTYtransportation

6612 SINGLETREE DRIVE COLUMBUS, OH 43229

614.656.2424 * WWW.CMTRAN.COM

LOCATION

PROJECT

PAVEMENT MARKING CROSSWALK DETAIL

PAVEMENT MARKINGS STANDARDS

CURB BOX INSTALLTION 3/4" THRU 2"

FIRE HYDRANT

RESIDENTIAL ROOF DRAIN CONNECTION

SANITARY MANHOLE DETAILS

ANTI INFLITRATION & INFLOW BARRIER

UTILITY TRENCH REPAIR FOR RESIDENTIAL & LOCAL STREETS

SIDEWALK

RESIDENTIAL APPROACH

COMBINED CURB AND GUTTER

TYPICAL PAVEMENT SECTION - 50' R/W

JEFF WASHBURN - MEMBER

DAVID GRIMES - MEMBER

AARON GLASGOW - MEMBER

COUTANYA COOMBS - VICE-MAYOR

KENNETH L. WRIGHT - MAYOR

MEGAN REAMSNYDER - VICE-CHAIR

MICHAEL HEYECK - COUNCIL CHAIR

PE 70196 12/07/2025

TEOFOHIO

P R

FESSIONALENGI

N E E

DERETSIGER

TONY

GRIESHOP

E-70196

12/09/2025

E X

R /W

E X

R /W

E X

R /W

E X

R /W

SCALE:PLANS PREPARED BY:

MARK DATE DESCRIPTION

REVISIONS

MONROE LANE IMPROVEMENTS TYPICAL SECTIONS

2025-005

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CONSTRUCTION MONROE LANE�

10.0'10.0'

25.0'25.0'

0.02± 0.02±

CONSTRUCTION MONROE LANE�

0.01560.0156

0.031250.0156 0.01560.03125

1.0'5.0'6.0'2.0'11.0'1.0' 5.0' 6.0' 2.0' 11.0'

25.0' 25.0'

1 2 23 4 5

LEGEND:

ITEM 441 - 1-1/4" ASPHALT CONCRETE, SURFACE COURSE, TYPE 1, PG64-22 (448)

ITEM 407 - NON-TRACKING TACK COAT (0.075 GAL./SQ. YD.)

ITEM 441 - 1-3/4" ASPHALT CONCRETE, INTERMEDIATE COURSE, TYPE 2, PG64-22 (448)

ITEM 301 - 7" ASPHALT CONCRETE BASE, PG64-22

ITEM 304 - 6" AGGREGATE BASE

ITEM 204 - SUBGRADE COMPACTION

ITEM 12609 - COMBINATION CURB AND GUTTER (PER WEST. STD. RD-02) **

ITEM 605 - 6" PIPE UNDERDRAIN, 707.12 TYPE SP

ITEM 12659 - SEEDING AND MULCHING **

ITEM 12653 - 3" TOPSOIL **

0.03125 0.03125

SECTION APPLIES:

STA. 0+13.00 TO STA. 5+90.00

NORMAL SECTION - MONROE LANE

SECTION APPLIES:

STA. 0+13.00 TO STA. 5+90.00

EXISTING SECTION - MONROE LANE

A B

EXISTING 1-1/2" ASPHALT

EXISTING 9" AGGREGATE

9 10

SCALE IN FEET

HORIZONTAL

0 2

VARIES VA

RIE

FUTURE WALK BY OTHERS FUTURE WALK BY OTHERS

ITEM 206 - CEMENT STABILIZED SUBGRADE, 12" DEEP

7 8 7

** CITY OF WESTERVILLE (COW.)

* ODOT

UNLESS OTHERWISE INDICATED:

ALL ITEMS ARE COLUMBUS (COLS.)

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SCALE:

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PLANS PREPARED BY:

MARK DATE DESCRIPTION

REVISIONS

MONROE LANE IMPROVEMENTS GENERAL NOTES

2025-005

PROPOSED CONDUIT.

UTILITIES BOTH AS TO LINE AND GRADE BEFORE STARTING TO LAY THE

UTILITY, THE CONTRACTOR SHALL LOCATE THE EXISTING PIPES OR

TO OR CROSS OVER OR UNDER AN EXISTING SEWER OR UNDERGROUND

WHERE PLANS PROVIDE FOR A PROPOSED CONDUIT TO BE CONNECTED

TO THE START OF CONSTRUCTION.

SHALL CALL OUPS AT (800) 362-2764 TWO FULL WORKING DAYS PRIOR

UTILITIES WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR

DETERMINE THE ACTUAL LOCATION AND ELEVATION OF ALL EXISTING

THE CONTRACTOR IS RESPONSIBLE, PRIOR TO CONSTRUCTION, TO

ACCURACY OF THE UNDERGROUND FACILITIES SHOWN ON THE PLANS.

ENGINEER AND THE OWNER ASSUME NO RESPONSIBILITY AS TO THE

THEY ARE SHOWN AS ACCURATELY AS POSSIBLE AND THE DESIGN

PLANS ARE BASED ON AVAILABLE RECORDS AT THE TIME OF SURVEY.

THE LOCATION OF EXISTING UTILITIES AND STRUCTURES SHOWN ON THE

CROSSINGS AND CONNECTIONS TO EXISTING PIPES

COMPANIES WITH FACILITIES WITHIN THE CONSTRUCTION AREA:

COMPANIES AND BY FIELD SURVEY. THE FOLLOWING IS KNOWN UTILITY

OBTAINED THROUGH INFORMATION PROVIDED BY THE UTILITY

THE LOCATION OF THE UTILITIES SHOWN ON THE PLANS HAS BEEN

BE INCLUDED IN THE PRICE BID FOR VARIOUS RELATED ITEMS.

PAVEMENT OPERATION COMMENCING. THE COST OF THIS WORK SHALL

SHALL BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO ANY

THIS VIDEO TO THE ENGINEER FOR REVIEW AND APPROVAL. ALL VIDEO

CONTRACTOR SHALL DIGITAL VIDEO RECORD ALL REPAIRS AND SUBMIT

ORIGINAL CONDITION AND BE SATISFACTORY TO THE ENGINEER. THE

CONTRACTOR TO A CONDITION EQUAL TO, OR BETTER THAN, IT’S

DURING THE PROSECUTION OF THE WORK SHALL BE RESTORED BY THE

THE FLOW OF ALL SEWERS, DRAINS, AND WATER COURSES DISTURBED

BE INCLUDED IN THE PRICE BID FOR VARIOUS UTILITY ITEMS.

RESPONSIBILITY OF THE CONTRACTOR. THE COST OF THIS WORK SHALL

EXISTING UTILITIES AND APPURTENANCES SHALL BE THE

INVESTIGATION, SUPPORT, PROTECTION AND RESTORATION OF ALL

THE USE OF RECYCLED 304 IS NOT PERMITTED ON THIS PROJECT.

PUBLIC RIGHT-OF-WAY OR OUTSIDE OF IT.

REQUIREMENT PERTAINS TO ANY PAVEMENT, WHETHER WITHIN THE

FOR DELINEATION OF PAVEMENT INFLUENCE. HOWEVER, THIS

TIME IS NOT PERMITTED. REFERENCE COLS STANDARD DRAWING 2179

INTENTION OF EXCAVATING AND COMPACTING IT AT A SUBSEQUENT

PLACED. PLACING UNCOMPACTED BACKFILL TEMPORARILY WITH THE

WITH THE CONTRACT DOCUMENTS AT THE TIME THE BACKFILL IS

PAVEMENT INFLUENCE LINE SHALL BE COMPACTED IN ACCORDANCE

THE BACKFILL FOR ANY TRENCH WITHIN EXISTING OR PROPOSED

PAVEMENTS.

TOP OF THE PAVEMENT INFLUENCE LINE FOR TRENCHES NOT UNDER

PAVEMENT SUBGRADE FOR TRENCHES UNDER PAVEMENTS OR TO THE

SHALL EXTEND FROM THE BOTTOM OF THE TRENCH TO THE TOP OF THE

MEET THE REQUIREMENTS OF COLS ITEM 911. THE ITEM 912 BACKFILL

THE REQUIREMENTS OF COLS ITEM 912. ALL OTHER BACKFILL SHALL

THE TRENCH BY MEANS OF APPROVED MECHANICAL DEVICES TO MEET

STANDARD DRAWING 2179) SHALL BE COMPACTED THE FULL WIDTH OF

PAVEMENT INFLUENCE LINE (AS SHOWN IN CITY OF COLUMBUS

THE BACKFILL UNDER ANY PUBLIC PAVEMENT OR WITHIN THE

DETAIL”.

CONSTRUCTION DRAWING “ANTI INFILTRATION & INFLOW BARRIER

OF CROSSING SHALL FOLLOW CITY OF WESTERVILLE STANDARD

STANDARDS FOR WATER WORKS”. THE BACKFILL BETWEEN ALL POINTS

STANDARDS FOR WASTEWATER FACILITIES & RECOMMENDED

CONFORM TO THE REQUIREMENTS OF THE “RECOMMENDED

THE SEPARATION BETWEEN WATER LINES AND ALL SEWERS SHALL

THE PRICE BID FOR VARIOUS RELATED ITEMS.

SHALL BE MADE FOR THIS WORK AND ALL COSTS SHALL BE INCLUDED IN

CLEARANCES WITH PROPOSED CONSTRUCTION. NO SEPARATE PAYMENT

TO CONSTRUCTION TO VERIFY THE VERTICAL AND HORIZONTAL

THE CONTRACTOR SHALL EXPOSE ALL UTILITIES OR STRUCTURES PRIOR

THE WRITTEN APPROVAL OF THE OWNERS OF THE FACILITIES INVOLVED.

INSTALLED WITH LESS THAN THESE MINIMUM CLEARANCES WITHOUT

LIGHTS AND TRAFFIC SIGNAL POLES. NO UTILITY FACILITY SHALL BE

UTILITIES AND 5 FEET HORIZONTALLY FROM ALL UTILITY POLES, STREET

VERTICALLY AND 3 FEET HORIZONTALLY BETWEEN ALL UNDERGROUND

THE CONTRACTOR SHALL PROVIDE MINIMUM CLEARANCES OF 1.5 FEET

EQUAL) IN CURB AND GUTTER 5’ FROM EACH SIDE OF INLET.

PROVIDE 1”PREFORMED RUBBER EXPANSION JOINT FILLER (REFLEX OR

LABELED/STAMPED WITH “NO DUMPING, DRAINS TO RIVERS”.

ALL CATCH BASIN AND CURB INLET CASTINGS SHALL BE

LINE OF FLOW.

NEAREST STORM WATER MANAGEMENT FACILITY AVAILABLE ALONG THE

ALL ROADWAY UNDERDRAINS SHALL BE DISCHARGED INTO THE

WALL B, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.

CONFORMING TO ASTM DESIGNATION C76 CLASS II (AT A MINIMUM),

ALL PUBLIC STORM SEWERS SHALL BE REINFORCED CONCRETE PIPE

SHALL NOT BE PERMITTED.

MANHOLE LIDS SHALL BE LABELED “SEWER”. CITY OF COLUMBUS LOGO

FOR ADJUSTMENT. BRICKS SHALL NOT BE PERMITTED.

POLYPROPYLENE OR PRECAST CONCRETE GRADE RINGS SHALL BE USED

ALL DRAINAGE STRUCTURES SHALL BE PRECAST CONCRETE.

STORM SEWER NOTES

DIRECTED BY THE ENGINEER FOR THE WORK NOTED ABOVE:

THAT HAVE BEEN INCLUDED IN THE GENERAL SUMMARY FOR USE AS

THE FOLLOWING ESTIMATED QUANTITIES ARE CONTINGENCY ITEMS

720.08, NON-PERFORATED.

DRILL LOCATIONS. DRAINAGE CONDUIT SHALL CONFORM TO COLS ITEM

THE CONTRACTOR SHALL SAWCUT THE CURB DIRECTLY ABOVE ALL CORE

SHALL BE DETERMINED IN THE FIELD PRIOR TO CURB CONSTRUCTION.

USING THE CORE DRILL METHOD, 3.5”DIAMETER. ACTUAL LOCATIONS

ALL ROOF DRAIN CONNECTIONS, PRESENT OR FUTURE, SHALL BE MADE

WITHIN 1”OF THE BACK OF THE CURB.

PROVIDE A “KNOCK-OUT”FOR FUTURE CONNECTION BY DRILLING TO

WHERE ROOF DRAINS ARE NOT PRESENT, THE CONTRACTOR SHALL

PROVIDED WITH A POSITIVE DRAINAGE OUTLET THROUGH THE CURB.

DRAINS ARE ENCOUNTERED ON THIS PROJECT, EACH SHALL BE

CONNECTIONS THROUGH THE CURB AT EACH RESIDENCE. WHERE ROOF

THE CONTRACTOR SHALL PROVIDE A MINIMUM OF TWO ROOF DRAIN

MANAGEMENT FACILITY.

UNOBSTRUCTED OUTLET BY CONNECTING THEM TO A STORM WATER

DISTURBED BY THE WORK SHALL BE PROVIDED WITH AN

EXISTING ROOF DRAINS, FOOTING DRAINS, AND YARD DRAINS

RESIDENTIAL AND COMMERCIAL DRAINAGE CONNECTIONS

IN THE CONTRACT PRICE FOR THE PERTINENT STORM SEWER ITEMS.

PAYMENT FOR ALL OPERATIONS DESCRIBED ABOVE SHALL BE INCLUDED

SATISFACTION OF THE ENGINEER.

OPERATIONS SHALL BE CORRECTED BY THE CONTRACTOR TO THE

ANY CHANGE IN THE CONDITION RESULTING FROM THE CONTRACTOR’S

COMPARABLE TO THAT DETERMINED BY THE ORIGINAL INSPECTION.

PARTIES SHALL BE MAINTAINED AND LEFT IN A CONDITION REASONABLY

ALL EXISTING SEWERS INSPECTED INITIALLY BY THE ABOVE MENTIONED

WILL BE ACCEPTED BY THE CITY.

FOREIGN MATTER AND IN A CLEAN CONDITION BEFORE THE PROJECT

CONSTRUCTED AS A PART OF THE PROJECT SHALL BE FREE OF ALL

ALL NEW CONDUITS, INLETS, CATCH BASINS, AND MANHOLES

INSPECTION SHALL BE KEPT IN WRITING BY THE CITY.

SHALL BE DETERMINED FROM FIELD OBSERVATIONS. RECORDS OF THE

CONDITION OF THE EXISTING CONDUITS AND THEIR APPURTENANCES

REMAIN IN SERVICE AND MAY BE AFFECTED BY THE WORK. THE

THE CONTRACTOR SHALL INSPECT ALL EXISTING SEWERS WHICH ARE TO

FINAL ACCEPTANCE BY THE CITY, REPRESENTATIVES OF THE CITY AND

BEFORE ANY WORK IS STARTED ON THE PROJECT AND AGAIN BEFORE

REVIEW OF DRAINAGE FACILITIES

(614) 901-6740 Westerville, OH 43081 370 Park Meadow Rd City of Westerville Sanitary, Storm, Water

(614) 901-6700 Westerville, OH 43081 139 E Broadway Ave City of Westerville Electric

(614) 349-6390 Westerville, OH 43081 35 Collegeview Rd We Connect City of Westerville

(614) 481-500 Columbus, OH 43212 1015 Olentangy River Rd Spectrum

(614) 648-4495 Columbus, OH 43215 111 N 4th St

AT&T

(614) 833-6817 Gahanna, OH 43230 700 Morrison Rd American Electric Power Electric

(614) 818-2127 Columbus, OH 43231 3550 Johnny Appleseed Ct Columbia Gas of Ohio Gas

WITH THIS CONSTRAINT DURING CONSTRUCTION.

NO ADDITIONAL COMPENSATION BECAUSE OF THE NEED TO COMPLY

THE BID FOR COMPLYING WITH THIS REQUIREMENT AND SHALL RECEIVE

1 AND SEPTEMBER 30. THE CONTRACTOR SHALL MAKE ALLOWANCED IN

IN DIAMETER SHALL NOT BE CUT DOWN BETWEEN THE DATES OF APRIL

DUE TO ENVIRONMENTAL CONSTRAINTS, TREES THAT ARE 4” OR LARGER

PRIOR TO REMOVAL.

THE PLANS TO BE REMOVED, REQUIRE THE APPROVAL OF THE ENGINEER

PRESERVED. ALL TREES, OTHER THAN THOSE SPECIFICALLY NOTED ON

AND IN CASES WHERE TREES ARE REQUIRED OR DESIGNATED TO BE

CLAIM FOR DAMAGE TO TREES BEYOND THE CONSTRUCTION LIMITS

OPERATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY

FOR TREES SUBJECT TO DAMAGE THROUGH THE CONTRACTOR’S

CONTRACTOR’S OPERATIONS. PROPER PROTECTION SHALL BE PROVIDED

BE PRESERVED UNLESS THEY DIRECTLY INTERFERE WITH THE

LOCATED WITHIN THE CONSTRUCTION LIMITS IN GENERAL SHALL ALSO

TREES DENOTED AS “SAVE” ON THE PLANS SHALL BE PRESERVED. TREES

ENGINEER.

POWER VACUUMING TO ACHIEVE RESULTS SATISFACTORY TO THE

CONTRACTOR SHALL EMPLOY OTHER MEANS SUCH AS WASHING OR

CLEAN AND DUST FREE ENVIRONMENT ARE INADEQUATE, THE

BY THE ENGINEER. WHERE CONTRACTOR’S METHODS TO PROVIDE A

WORK SITE, INCLUDING ADJACENT PUBLIC ROADWAYS, AS DETERMINED

THE CONTRACTOR SHALL MAINTAIN A NEAT, CLEAN, AND DUST FREE

ITEMS.

WORK SHALL BE INCLUDED IN THE PRICE BID FOR VARIOUS RELATED

OTHERWISE PROVIDED IN THE CONTRACT, THE COST OF ALL SUCH

THIS PROJECT SHALL BE RESTORED BY THE CONTRACTOR. UNLESS

SIDEWALKS, CURBS, ETC. DISTURBED DURING THE CONSTRUCTION OF

ALL SIGNS, FENCES, DRAINAGE STRUCTURES, LAWNS, PAVEMENTS,

PRECAUTIONS, AND PROGRAMS IN CONNECTION WITH THIS WORK.

TO INITIATE, MAINTAIN, AND SUPERVISE ALL SAFETY REQUIREMENTS,

PROPERTY. IT IS ALSO THE SOLE RESPONSIBILITY OF THE CONTRACTOR

THE PROTECTION OF ALL PERSONS, INCLUDING EMPLOYEES, AS WELL AS

CONTRACTOR SHALL ALSO EXERCISE PRECAUTIONS AT ALL TIMES FOR

WITH ALL FEDERAL, STATE, AND LOCAL SAFETY REQUIREMENTS. THE

THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING

ENGINEER FOR STAGING, STORAGE, AND FIELD OFFICE LOCATIONS.

THE CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM THE

WESTERVILLE.

TRANSMITTED TO AND BECOME THE PROPERTY OF THE CITY OF

CONDITION OF FINAL ACCEPTANCE, THESE AS-BUILT PLANS SHALL BE

AVAILABLE FOR REVIEW BY THE ENGINEER WHEN REQUESTED. AS A

THESE AS-BUILT PLANS SHALL BE UPDATED WEEKLY AND SHALL BE

PERMANENT SURFACE IMPROVEMENTS.

OF UNDERGROUND UTILITIES AND APPURTENANCES REFERENCED TO

CONTRACT DOCUMENTS, AND HORIZONTAL AND VERTICAL LOCATIONS

CHANGES MADE BY CHANGE ORDER, DETAILS NOT IN ORIGINAL

CONSTRUCTION INCLUDING FIELD CHANGES IN DIMENSION AND DETAIL,

SET OF PLANS, MARKED IN RED, WITH A RECORD OF ACTUAL

CONTRACTOR SHALL, AS WORK PROGRESSES, MAINTAIN AN ONGOING

DEVELOP A COMPLETE AS-BUILT PLAN FOR THIS PROJECT. THE

THE CONTRACTOR SHALL PROVIDE INFORMATION NECESSARY TO

CAN BE OBTAINED BY CALLING (614) 901-6650.

INFORMATION PERTAINING TO THE PRECONSTRUCTION CONFERENCE

ENGINEERING DIVISION PRIOR TO THE BEGINNING OF ANY WORK.

A PRECONSTRUCTION CONFERENCE SHALL BE SCHEDULED WITH THE

PLANS SHALL HAVE PRIOR WRITTEN APPROVAL OF THE ENGINEER.

ANY MODIFICATIONS TO THE WORK AS SHOWN ON THESE APPROVED

PLAN.

WORKMANSHIP INVOLVED IN THE IMPROVEMENTS SHOWN ON THIS

INCLUDING ALL SUPPLEMENTS, SHALL GOVERN ALL MATERIALS AND

AND MATERIAL SPECIFICATIONS (ODOT), WHERE REFERENCED,

STATE OF OHIO DEPARTMENT OF TRANSPORTATION CONSTRUCTION

AND MATERIALS SPECIFICATIONS (COLS) AND THE 2023 EDITION OF THE

2023-05, THE 2018 EDITION OF THE CITY OF COLUMBUS CONSTRUCTION

THE CITY OF WESTERVILLE REQUIREMENTS, AS ADOPTED BY ORDINANCE

GENERAL NOTES

GENERAL UTILITY NOTES

THE DURATION OF THE WORK.

CONVENIENCE FACILITIES FOR THE EMPLOYEES AND INSPECTORS FOR

THE CONTRACTOR SHALL FURNISH AND MAINTAIN SANITARY

ENGINEER.

NO WELLS ARE PERMITTED WITHOUT WRITTEN APPROVAL OF THE CITY

ORIGINAL PACKAGING.

MATERIALS HAVE BEEN FURNISHED. ITEMS SHALL BE DELIVERED IN

SUBMIT INVOICES TO THE CITY FOR ALL ITEMS DEMONSTRATING NEW

ONLY NEW MATERIAL SHALL BE FURNISHED. THE CONTRACTOR SHALL

MANUAL OF THE SOIL CONSERVATION SERVICE.

MANAGEMENT AND SEDIMENT CONTROL FOR URBANIZING AREAS”

CONTROL PER THE STANDARDS AND SPECIFICATIONS OF THE “WATER

TEMPORARY AND PERMANENT SOIL EROSION AND SEDIMENTATION

DURING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE

THE ASPHALT SURFACE AND STEEL PLATE.

THE PLATE THICKNESS AND PROVIDE A SMOOTH TRANSITION BETWEEN

SECURE THE PLATE. THE MILLED RECESS SHALL BE THE SAME DEPTH AS

AROUND THE PERIMETER OF THE EXCAVATION IN ORDER TO BETTER

MAY REQUIRE THE CONTRACTOR TO PROVIDE A MILLED RECESS

SHALL MAINTAIN THE PLATES IN A SECURE, SAFE CONDITION. THE CITY

WITH ASPHALT PLACED AROUND THE PERIMETER. THE CONTRACTOR

DURING NON-WORKING HOURS. ALL STREET PLATES SHALL BE SECURED

ALL ROADWAY TRENCHES SHALL BE BACKFILLED OR SECURELY PLATED

INSIDE OR OUTSIDE OF THESE WORK LIMITS.

DOCUMENTS SHALL BE PROVIDED BY THE CONTRACTOR WHETHER

TEMPORARY TRAFFIC CONTROL DEVICES REQUIRED BY THE CONTRACT

CONSTRUCTION ONLY. THE INSTALLATION AND OPERATION OF ALL

THE WORK LIMITS SHOWN ON THESE PLANS ARE FOR PHYSICAL

WITHOUT WRITTEN PERMISSION OF THE OWNER.

WORK LIMITS AND SHALL NOT TRESPASS UPON PRIVATE PROPERTY

THE CONTRACTOR SHALL CONFINE ALL ACTIVITIES TO THE PROJECT

THE STATE OF OHIO AT THE CONTRACTOR’S EXPENSE.

COURSE OF THE WORK SHALL BE RESET BY A SURVEYOR REGISTERED IN

TO BE MISSING. ANY PINS OR MONUMENTS DISTURBED DURING THE

THE ENGINEER IN WRITING OF ANY PINS OR MONUMENTS DETERMINED

BEFORE EXCAVATION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY

THE CONTRACTOR SHALL REFERENCE ALL IRON PINS AND MONUMENTS

20 EAITEM 12609, 3.5”DIAMETER CORED CURB

500 FTITEM 603, 3”CONDUIT, TYPE E, 720.08, PER WEST STD STM-01

COSTS SHALL BE INCLUDED IN VARIOUS RELATED ITEMS.

NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK AND ALL

EXISTING FACILITY.

CONDUIT WHICH WOULD BE AFFECTED BY THE INTERFERENCE WITH AN

STARTING CONSTRUCTION OF ANY PORTION OF THE PROPOSED

SHOWN ON THE PLAN, THE ENGINEER SHALL BE NOTIFIED BEFORE

EXISTING SEWER OR UNDERGROUND UTILITY IF CONSTRUCTED AS

IF IT IS DETERMINED THAT THE PROPOSED CONDUIT WILL INTERSECT AN

WILL BE AFFECTED BY THE VARIANCE IN THE EXISTING ELEVATIONS.

CONSTRUCTION OF ANY PORTION OF THE PROPOSED CONDUIT WHICH

SLOPE, THE CITY ENGINEER SHALL BE NOTIFIED BEFORE STARTING

PLAN ELEVATION OR RESULTS IN A CHANGE IN THE PLAN CONDUIT

OR EXISTING APPURTENANCE TO BE CONNECTED DIFFERS FROM THE

IF IT IS DETERMINED THAT THE ELEVATION OF THE EXISTING CONDUIT

C W

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M o n ro e L a n e R e h a b \M o n ro e \4

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SCALE:

NONE

PLANS PREPARED BY:

MARK DATE DESCRIPTION

REVISIONS

MONROE LANE IMPROVEMENTS GENERAL NOTES

2025-005

TO THE NEAREST JOINT.

ANY WORK REMOVING SIDEWALK, THE SIDEWALK SHALL BE REMOVED

BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY.

ANY AREAS HOLDING WATER SHALL BE REMOVED AND RECONSTRUCTED

ALL NEW CONCRETE AND ASPHALT SHALL HAVE POSITIVE DRAINAGE.

COST TO THE CITY.

CONTRACTOR TO MEET THE ABOVE GUIDELINES AT NO ADDITIONAL

THESE GUIDELINES SHALL BE REMOVED AND RECONSTRUCTED BY THE

ASSOCIATED CONCRETE WORK FOUND TO BE NON-COMPLIANT WITH

ALL CURB RAMPS, SIDEWALKS, PATHWAYS, CURBS, APRONS AND/OR

SOLE RESPONSIBILITY OF THE CONTRACTOR.

COMPLIANCE WITH THE ABOVE REFERENCED GUIDELINES SHALL BE THE

DETAILS AND MATERIAL REQUIREMENTS. FINAL ACCEPTANCE AND

OF COLUMBUS CURB RAMP STANDARD DRAWINGS FOR ADDITIONAL

THE CONTRACTOR SHALL REFERENCE THE LATEST EDITION OF THE CITY

RIGHT-OF-WAY; SHARED USE PATHS”.

“ACCESSIBILITY GUIDELINES FOR PEDESTRIAN FACILITIES IN THE PUBLIC

FOR PEDESTRIAN FACILITIES IN THE PUBLIC RIGHT-OF-WAY” AND THE

COMPLIANCE BOARD) AS PUBLISHED IN THE “PROPOSED GUIDELINES

ACCESS BOARD (ARCHITECTURAL AND TRANSPORTATION BARRIERS

ACCORDANCE WITH THE GUIDELINES PROPOSED BY THE UNITED STATES

CURB RAMPS, SIDEWALKS, AND PATHWAYS SHALL BE CONSTRUCTED IN

CURB RAMP/SIDEWALK/PATHWAY/CURB/APPROACH

MISCELLANEOUS ITEMS

OF ANY MAILBOX TO A NEW LOCATION.

THE LOCAL POSTMASTER REGARDING THE TIMING OF THE MOVEMENT

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH

ENGINEER.

ON THE PART OF THE CONTRACTOR AS JUDGED AND DIRECTED BY THE

REPAIRING OR REPLACING ANY BOX DAMAGED BY IMPROPER HANDLING

OPERATION, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR

NEW SUPPORT. DUE CARE SHALL BE EXERCISED IN SUCH AN

CONTRACTOR SHALL SALVAGE THE EXISTING BOX AND PLACE IT ON THE

IN THE ABSENCE OF A NEW BOX SUPPLIED BY THE OWNER, THE

THE COMPLETE INSTALLATION.

PLATES, SPACERS, AND WASHERS) AS NECESSARY TO ACCOMMODATE

FURNISH ALL NECESSARY ATTACHMENT HARDWARE (NUTS, BOLTS,

CONTRACTOR TO THE NEW SUPPORT. THE CONTRACTOR SHALL

THE MAILBOX SHALL BE SECURELY AND NEATLY ATTACHED BY THE

MAY BE MOUNTED ON A SINGLE POST.

DOUBLE MAILBOX INSTALLATION, AND NO MORE THAN TWO BOXES

SUPPORT HARDWARE SHALL ACCOMMODATE EITHER A SINGLE OR A

BE ENCASED IN CONCRETE.

POSTS SHALL BE SET PER COLS ITEM 606.03, AND SHALL IN NO INSTANCE

GRADE GALVANIZED STEEL.

HARDWARE (PLATES, SCREWS, BOLTS, ETC.) SHALL BE COMMERCIAL

AASHTO M181.

STEEL POSTS SHALL BE NOMINAL PIPE SIZE 2” I.D., AND CONFORM TO

ROUND, AND CONFORM TO COLS ITEM 710.11.

WOOD POSTS SHALL BE NOMINAL 4” X 4” SQUARE OR 4-1/2” DIAMETER

SALVAGED FOR USE AS THE OWNER-SUPPLIED MAILBOXES.

ESTABLISHED BY THE ENGINEER. THE EXISTING MAILBOXES SHALL BE

DETAILS, AND ATTACHING AN OWNER-SUPPLIED MAILBOX AT LOCATIONS

ANY ASSOCIATED MOUNTING HARDWARE IN ACCORDANCE WITH PLAN

SUPPORTS AND FURNISHING AND ERECTING MAILBOX SUPPORTS AND

THIS WORK SHALL CONSIST OF REMOVING EXISTING MAILBOXES AND

WATER DISTRIBUTION

DISTRIBUTION SYSTEM SHALL NOT BE LESS THAN 35 PSI.

ALL DESIGN FLOW CONDITIONS. NORMAL WORKING PRESSURE IN THE

GROUND LEVEL AT ALL POINTS IN THE DISTRIBUTION SYSTEM UNDER

BE DESIGNED TO MAINTAIN A MINIMUM PRESSURE OF 20 PSI AT

FLOW DEMANDS, AND PRESSURE REQUIREMENTS. THE SYSTEM SHALL

PROTECTION, SHALL BE SIZED FOLLOWING AN ANALYSIS BASED ON

ALL WATER MAINS, INCLUDING THOSE NOT DESIGNED TO PROVIDE FIRE

SANITARY SEWERS.

TO-OUTSIDE, IS REQUIRED BETWEEN ALL WATER MAINS AND STORM OR

SEPARATION AND 18 INCH VERTICAL SEPARATION, MEASURED OUTSIDE-

IN ACCORDANCE WITH 10 STATES STANDARDS. TEN FOOT HORIZONTAL

THE SEPARATION BETWEEN WATER MAINS AND ALL SEWERS SHALL BE

PLAN.

THE SOURCE AND TREATMENT CAPACITY CAN SUPPORT THIS PROPOSED

AWWA C-651.

DISINFECTION OF WATER MAINS SHALL BE IN ACCORDANCE WITH

PRESSURE TESTING SHALL BE IN ACCORDANCE WITH AWWA C-600.

STANDARDS.

WATER LINE CONSTRUCTION SHALL MEET OR EXCEED AWWA

ALL WATERLINES SHALL BE AWWA APPROVED.

BY THE CITY AT NO COST TO THE OWNER.

SHALL RELOCATE OR REMOVE AND REPLACE THE MATERIAL AS DIRECTED

PROVISIONS AND THE CONTRACT DOCUMENTS, THE CONTRACTOR

MATERIAL IS NOT STORED OR HANDLED IN ACCORDANCE WITH THESE

MANUFACTURER. WHERE THE CITY DETERMINES THAT WATER LINE

WHERE PROTECTIVE CAPS HAVE BEEN INSTALLED BY THE

AS TO ALLOW SURFACE WATER TO FLOW INTO THE MATERIAL EXCEPT

OR LAID OUT IN PREPARATION FOR INSTALLATION IN SUCH A MANNER

INSTALLATION. MATERIAL SHALL NOT BE STORED, TEMPORARILY STORED,

MANNER TO PREVENT CONTAMINATION OF THE MATERIAL PRIOR TO

THE CONTRACTOR SHALL STORE ALL WATER LINE MATERIALS IN A

VARIOUS RELATED ITEMS.

COST OF THIS WORK SHALL BE INCLUDED WITH THE PRICE BID FOR

TUBING FOR BLOW-OFFS BETWEEN OCTOBER 1 AND APRIL 30. THE

THE CITY ENGINEER. THE CONTRACTOR SHALL UTILIZE SOFT K COPPER

AWWA STANDARDS SHALL BE PROVIDED AT LOCATIONS DETERMINED BY

WATER MAIN BLOW-OFFS (TYPICALLY 2”) NECESSARY FOR TESTING PER

AFFECTS ANY CUSTOMER’S SERVICE.

ANY WATER DISTRIBUTION OPERATION OR CONSTRUCTION THAT

WATER SERVICE CUSTOMERS A MINIMUM OF 24 HOURS IN ADVANCE OF

RESPONSIBLE FOR PROVIDING WRITTEN NOTICE TO ALL AFFECTED

DETERMINED BY THE CITY ENGINEER. THE CONTRACTOR IS

TIME AND DURATION OF ANY WATER LINE SHUTDOWN SHALL BE

IN ADVANCE OF THE NEED FOR SUCH OPERATION.

OPERATIONS SHALL BE MADE TO THE ENGINEER TWENTY-FOUR HOURS

OPERATED BY CITY PERSONNEL ONLY. REQUESTS FOR VALVE

WATER DISTRIBUTION AND SERVICE VALVES AND HYDRANTS SHALL BE

WITH WATERTIGHT PLUGS WHEN PIPE LAYING IS NOT IN PROGRESS.

THE CONTRACTOR SHALL CLOSE ALL OPENINGS IN THE WATER MAINS

FINISH GRADE TO TOP OF PIPE.

THE WATER LINE SHALL HAVE A MINIMUM COVER OF 4.5 FEET FROM

WORK SHALL BE INCLUDED IN THE PRICE BID FOR THE AFFECTED VALVE.

DETERMINED IN THE FIELD) AND FRICTION CLAMPS. THE COST OF THIS

TO WATER LINE BY WAY OF ALL THREAD (LENGTH AND NUMBER TO BE

ANY MAINLINE VALVE INSTALLED AT A “DEAD END” SHALL BE SECURED

12800 IN THE CONTRACT DOCUMENTS.

SPECIFICATIONS EXCEPT AS MODIFIED BY SUPPLEMENTAL SPECIFICATION

THE CITY OF COLUMBUS CONSTRUCTION AND MATERIALS

ALL WATERLINE WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH

PROPERTIES IMPACTED BY THE WORK.

INGRES AND EGRESS SHALL BE MAINTAINED AT ALL TIMES FOR THE

SHALL ALSO BE OFFSET FROM STRIPING.

STRIPING PLAN OR AS DIRECTED BY THE ENGINEER. PAVING JOINTS

WIDTH SHALL BE THE SAME AS LANE WIDTHS AS DELINEATED ON THE

OF THE LONGITUDINAL JOINTS IN THE PROPOSED PAVEMENT, PAVING

UNLESS AUTHORIZED BY THE ENGINEER. TO ENSURE PROPER LOCATION

FOR ITEMS DESIGNATED TO BE USED “AS DIRECTED BY THE ENGINEER”

THE CONTRACTOR SHALL NOT ORDER MATERIALS OR PERFORM WORK

CONTRACT DOCUMENTS.

WORK ALTHOUGH NOT DIRECTLY SPECIFIED OR CALLED FOR IN THE

COMPLETION OF SUCH WORK, SHALL BE CONSIDERED A PART OF SUCH

CONTRACT DOCUMENTS, WHICH ARE CLEARLY NECESSARY FOR THE

ANY WORK ITEMS AND APPURTENANCES OMITTED FROM THE

PROVIDE AND REQUIRE A COMPLETED PROJECT READY FOR OPERATION.

DOCUMENTS. IT IS THE INTENTION OF THE CONTRACT DOCUMENTS TO

FULLY COMPLETE THE WORK PURSUANT TO THE CONTRACT

TOOLS, EQUIPMENT, INSURANCE, AND OTHER COSTS NECESSARY TO

THE PRICE QUOTED SHALL INCLUDE ALL ITEM OF LABOR, MATERIALS,

SHALL BE INCLUDED IN THE PRICE BID FOR RELATED ITEMS.

CURB SHALL BE MARKED WITH AN “E”. THE COST OF THIS MARKING

AT LOCATIONS WHERE THE CURB AND ELECTRIC CONDUIT CROSS, THE

SECTIONS APPLIES TO ALL CROSS SECTIONS EVEN IF SHOWN OTHERWISE.

THE ROUNDING AT SLOPE BREAKPOINTS SHOWN ON THE TYPICAL

IN THE PRICE BID FOR VARIOUS REPLACED ITEMS.

PERFORMED BY THE CONTRACTOR AND THE COST SHALL BE INCLUDED

WHICH NO SPECIFIC METHOD OF PAYMENT IS PROVIDED SHALL BE

ALL ITEMS OF WORK SPECIFIED IN THE CONTRACT DOCUMENTS FOR

MAILBOX SUPPORT

8 EAITEM SPECIAL – MAILBOX SUPPORT, SINGLE

SUMMARY FOR THIS PURPOSE:

THE FOLLOWING QUANTITY HAS BEEN ADDED TO THE GENERAL

SUPPORT, SINGLE.

CONTRACT UNIT PRICE PER EACH, FOR ITEM SPECIAL, MAILBOX

MAILBOX SUPPORTS, COMPLETE IN PLACE, WILL BE PAID FOR AT THE

AND SIZE LIMITATION AS FOR PERMANENT INSTALLATIONS SHALL APPLY.

WITH GENERAL PROVISION 107.10, HOWEVER, THE SAME MATERIAL

INSTALLATIONS. TEMPORARY INSTALLATION SHALL BE IN ACCORDANCE

PAYMENT UNDER THIS ITEM SHALL BE LIMITED TO FINAL PERMANENT

ACCEPTED BY THE CITY.

ALL FIRE HYDRANTS SHALL BE COVERED/BAGGED UNTIL THE SYSTEM IS

BOOSTER PUMPS ARE NOT ALLOWED FOR ANY INDIVIDUAL SERVICE.

THE FOLLOWING QUANTITY IS PROVIDED IN THE GENERAL SUM-

MARY TO ADDRESS LOCATIONS REQUIRING PROOF ROLLING.

ITEM 204 - PROOF ROLLING

2 HOURSITEM 204 - PROOF ROLLING

LIMITS.

ULATIONS FOR SEEDING AND MULCHING ARE BASED ON THESE

WAY LINES COVERED BY WORK AGREEMENT. QUANTITY CALC-

THE CONSTRUCTION LIMITS FOR AREAS OUTSIDE THE RIGHT-OF-

EXPOSED SOIL BETWEEN THE RIGHT-OF-WAY LINES, AND WITHIN

SEEDING AND MULCHING SHALL BE APPLIED TO ALL AREAS OF

SEEDING AND MULCHING

(2955) X (1 TON / 7410 SY) = 0.398 TON

0.40 TON12659, COMMERCIAL FERTILIZER

(2955) X 0.0054 MGAL / SY = 15.9 MGAL

16 MGAL12659, WATER

(2955) X (111 CY / 1000 SY) = 328.0 CY

328 CY12653, PROCESSED TOPSOIL, FURNISHED AND PLACED

AND CARE OF PERMANENT SEEDED AREAS:

THE FOLLOWING QUANTITIES ARE PROVIDED TO PROMOTE GROWTH

SHALL NOT BE PERMITTED.

MANHOLE LIDS SHALL BE LABELED "SEWER". CITY OF COLUMBUS LOGO

BRICK SHALL NOT BE PERMITTED.

POLYPROPYLENE GRADE RINGS SHALL BE USED FOR ADJUSTMENTS,

ACCORDANCE WITH CITY OF WESTERVILLE STANDARD DRAWING SS-03.

EXISTING SANITARY SEWER MANHOLES ADJUSTED TO GRADE SHALL BE IN

SANITARY SEWER NOTES

AS PER PLAN

ITEM 895 - MANUFACTURED WATER QUALITY STRUCTURE, TYPE 1

PER PLAN.

FOR ITEM 895, MANUFACTURED WATER QUALITY STRUCTURE, TYPE 1, AS

WATER QUALITY STRUCTURE SHALL BE INCLUDED IN THE UNIT PRICE BID

COSTS OF THE MATERIALS AND LABOR NECESSARY FOR INSTALLING THE

CS-4 AS MANUFACTURED BY CONTECH ENGINEERED SOLUTIONS. THE

AN INLINE SYSTEM. THE SYSTEM SHALL BE CASCADE SEPARATOR MODEL

ODOT SUPPLEMENTAL SPECIFICATION 895 AND 995 EXCEPT IT SHALL BE

TREATMENT. THE STRUCTURE SHALL MEET THE REQUIREMENTS OF

THIS PLAN INCLUDES A WATER QUALITY STRUCTURE FOR STORM WATER

CENTERLINE CONSTRUCTION REFERENCES AND BENCHMARKS - FRANKLIN COUNTY COORDINATE SYSTEM

STATION OFFSET (FT) SIDE NORTHING EASTING ELEVATION DESCRIPTION

0+00.00 0.00 CL 626519.468 215994.763 POT

0+45.54 13.49 RT 626564.169 216010.826 872.90 CP01 - IRON PIN SET

0+79.87 14.98 LT 626600.060 215984.350 875.61 BM1 - TOP FLANGE BOLT ON FH

2+80.28 12.50 LT 626800.000 215998.245 879.31 CP02 - IRON PIN SET

5+49.06 0.29 LT 627067.650 216025.739 880.90 CP03 - IRON PIN SET

5+75.61 36.65 LT 627096.228 215990.951 882.16 BM2 - TOP FLANGE BOLT ON FH

5+90.00 0.00 CL 627108.511 216028.360 POT

FIRE HYDRANT REMOVED, AS PER PLAN.

HYDRANT SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEM 202,

COSTS OF THE LABOR EQUIPMENT NECESSARY FOR REMOVING THE FIRE

FOR THE CITY OF WESTERVILLE SERVICE DEPARTMENT TO PICK UP. THE

THE FIRE HYDRANT SHALL BE REMOVED PER ITEM 202 AND LEFT ON SITE

ITEM 202 - FIRE HYDRANT REMOVED, AS PER PLAN

SURVEYING PARAMETERS - OHIO COUNTY COORDINATE SYSTEM (OCCS)

UNITS ARE IN U.S. SURVEY FEET.

ACCORDANCE WITH CMS 623.

ACTIVITIES. RESTORE THE DAMAGED OR DESTROYED MONUMENTS IN

PROJECT CONTROL THAT ARE DAMAGED OR DESTROYED BY CONSTRUCTION

ORIGINAL SURVEY TO RESTORE ALL MONUMENTS RELATED TO PRIMARY

USE THE POSITIONING METHODS AND MONUMENT TYPE USED IN THE

PROJECTION SCALE FACTOR: 1.000037

FALSE EASTING: 50,000 (METERS)

FALSE NORTHING: 0 (METERS)

CENTRAL LONGITUDE: W 83° 06' 00"

CENTRAL LATITUDE: N 38° 24' 00"

MAP PROJECTION: TRANSVERSE MERCATOR

COORDINATE SYSTEM: FRANKLIN COUNTY (OCCS)

ELLIPSOID: GRS 80

REFERENCE FRAME: NAD 83 (2011 ADJ (2010.0 EPOCH))

HORIZONTAL POSITIONING

GEOID: GEOID 18

ORTHOMETRIC HEIGHT DATUM: NAVD 88

VERTICAL POSITIONING

MONUMENT TYPE: 5/8" IRON PIN WITH CAP

POSITIONING METHOD: ODOT VRS

PROJECT CONTROL

HORIZONTAL POSITIONING PARAMETERS FOR ALL SURVEYING:

USE THE FOLLOWING PROJECT CONTROL, VERTICAL POSITIONING, AND

CLEARING AND GRUBBING

CLEARING AND GRUBBING.

THIS ITEM ARE INCLUDED IN THE LUMP SUM PRICE BID FOR ITEM 201,

GRUBBING. ALL PROVISIONS AS SET FORTH IN THE SPECIFICATIONS UNDER

INCLUDED IN THE GENERAL SUMMARY FOR ITEM 201, CLEARING AND

REMOVAL WITHIN THE LIMITS OF THE PROJECT, A LUMP SUM QUANTITY IS

ALTHOUGH THERE ARE NO TREES OR STUMPS SPECIFICALLY MARKED FOR

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ROAD CLOSED

TYPE III BARRICADE

R11-3A-60

LOCAL TRAFFIC ONLY

SCALE:

NONE

PLANS PREPARED BY:

MARK DATE DESCRIPTION

REVISIONS

MONROE LANE IMPROVEMENTS MAINTENANCE OF TRAFFIC GENERAL NOTES

2025-005

TRAFFIC COMPACTED SURFACE

ITEM 410, TRAFFIC COMPACTED SURFACE, TYPE A 10 TON

THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN

STANDARD 60 X 30 INCH ROAD CLOSED SIGNS, SIGN SUPPORTS,

UNLESS SEPARATELY ITEMIZED IN THE PLAN.

SUM CONTRACT PRICE FOR ITEM 614, MAINTAINING TRAFFIC,

EQUIPMENT AND MATERIALS SHALL BE INCLUDED IN THE LUMP

THE LATEST VERSION OF THE OMUTCD. PAYMENT FOR ALL LABOR,

PORTIONS OF THE CITY OF WESTERVILLE SPECIFICATIONS, AS WELL AS

ACCORDANCE WITH ODOT CM&S 614 AND OTHER APPLICABLE

ALL WORK AND TRAFFIC CONTROL DEVICES SHALL BE IN

ON DRUMS AND BARRIERS AT NIGHT.

WITH DRUMS. TYPE C STEADY BURNING LIGHTS SHALL BE USED

PAVEMENT CONSTRUCTION SHALL BE ADEQUATELY PROTECTED

BASE CONSTRUCTION. ANY DROPOFFS CREATED DURING THE

FOLLOWED AS CLOSELY AS POSSIBLE BY THE SUBGRADE AND

OPERATIONS FOR THE PAVEMENT CONSTRUCTION SHALL BE

PROTECTED DURING NON-WORKING HOURS. EXCAVATION

SHALL BE BACKFILLED, SECURELY PLATED OR OTHERWISE

ALL UTILITY TRENCHES WITHIN THE ROAD RIGHT OF WAY

INSTALLED BY THE CONTRACTOR WITHIN 24 HOURS.

ARE NECESSARY FOR TRAFFIC MAINTENANCE, THEY SHALL BE

SHOULD THE ENGINEER DETERMINE ADDITIONAL SIGNS

ITEM 616, WATER 2 MGAL

CONTROL PURPOSES:

ESTIMATED QUANTITY HAS BEEN INCLUDED FOR DUST

CONTROL AS DIRECTED BY THE ENGINEER. THE FOLLOWING

THE CONTRACTOR SHALL FURNISH AND APPLY WATER FOR DUST

BARRICADES AND LIGHTS, AS DETAILED BELOW AT THE

TYPE B WARNING LIGHT

TRENCHES

DUST CONTROL

ROAD CLOSED SIGNS

FOLLOWING INTERSECTIONS:

MONROE LANE AND WALNUT STREET

CURRENTLY EXIST.

DURING CONSTRUCTION NEAR LOCATIONS WHERE THEY

STREET NAME SIGNS SHALL BE PROVIDED AT ALL TIMES

ITEM 614, MAINTAINING TRAFFIC

TIMES.

VEHICULAR TRAFFIC SHALL BE KEPT TO A MINIMUM AT ALL

REMOVED BY THE CONTRACTOR. INTERFERENCE WITH

FURNISHED, ERECTED, MAINTAINED, AND SUBSEQUENTLY

FLAGGERS, DETOUR SIGNING, AND INCIDENTALS SHALL BE

ALL SIGNS, BARRICADES, SIGN SUPPORTS, CONES, DRUMS,

SUPPORTS, AND BARRICADES.

VERTICAL PANELS AND PANEL SUPPORT, PORTABLE SIGN

DEVICES ARE INSTALLED ON THE PROJECT: DRUMS, CONES,

THE FOLLOWING DEVICES MUST MEET NCHRP 350 BEFORE

TYPE III BARRICADES.

BE LIMITED TO, DRUMS, TEMPORARY FENCE, TYPE I, TYPE II OR

BY THE ENGINEER, SUCH PROTECTION SHALL UTILIZE, BUT NOT

SUCH AS OPEN EXCAVATIONS. UNLESS OTHERWISE INSTRUCTED

PEDESTRIANS FROM HAZARDS INCIDENTAL TO CONSTRUCTION

SIGNS, BARRICADES AND OTHER SAFETY DEVICES TO PROTECT

IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE LIGHTS,

PEDESTRIAN SAFETY SHALL BE CONSIDERED AT ALL TIMES.

ACCOMMODATE THE OWNER'S NEED FOR ACCESS.

CONSTRUCTION ACTIVITIES. EVERY EFFORT MUST BE MADE TO

CLOSURES SHALL BE KEPT TO THE MINIMUM TIME NEEDED FOR

ACCESS TO DRIVES DURING NON-WORKING HOURS. DRIVE

COMPACTED SURFACE SHALL BE USED AS NECESSARY TO PROVIDE

HAVE ONE DRIVE CLOSED AT A TIME. ITEM 410 TRAFFIC

SHALL BE PROVIDED. PROPERTIES WITH MULTIPLE DRIVES MAY

THE END OF EACH WORKING DAY. A MINIMUM WIDTH OF 10 FEET

DURING WORK HOURS AND ACCESS MUST BE RESTORED AT

THE DATE OF NOTICE INCLUDED. CLOSURE IS ONLY PERMITTED

SHALL BE PROVIDED A LIST OF THE PERSONS NOTIFIED WITH

NOT MORE THAN 72 HOURS PRIOR TO CLOSURE. THE ENGINEER

OWNERS OR RESIDENTS IN WRITING AT LEAST 48 HOURS BUT

THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING

NECESSARY TO ENABLE WORK ON OR IN FRONT OF A DRIVE.

TIMES DURING CONSTRUCTION. DRIVEWAY CLOSURES MAY BE

ACCESS TO ALL PROPERTIES SHALL BE MAINTAINED AT ALL

THE OMUTCD.

NECESSARY TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH

SHALL BE RESPONSIBLE FOR PLACING OR REPLACING

24 HOURS A DAY BY THE CITY OF WESTERVILLE. THIS PERSON(S)

INFORMATION OF THE PERSON(S) WHO CAN BE CONTACTED

PROVIDE TO THE ENGINEER THE NAME(S) AND CONTACT

PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL

COMMENSURATE WITH THE WORK IN PROGRESS.

MAINTENANCE OF TRAFFIC CONTROL DEVICES SHALL BE

SHALL NOT BE PERMITTED. THE LEVEL OF UTILIZATION OF

A REASONABLE TIME FRAME, AS DETERMINED BY THE ENGINEER,

OF THE PROJECT IN WHICH NO WORK IS ANTICIPATED WITHIN

CONSTRUCTION. CLOSURES OR RESTRICTIONS OVER SEGMENTS

TO THE TRAVELING PUBLIC AND PROPERTY OWNERS DURING

IT IS THE INTENT TO MINIMIZE IMPACT AND INCONVENIENCE

(CMS) AND THE FOLLOWING:

THE ODOT CONSTRUCTION AND MATERIAL SPECIFICATIONS

HIGHWAYS (OMUTCD), CURRENT ADDITION, LATEST REVISION,

OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND

EXISTING ROADWAYS IN ACCORDANCE WITH THE OHIO MANUAL

THIS ITEM SHALL CONSIST OF MAINTENANCE OF TRAFFIC ON

AT THE CONTRACTOR'S EXPENSE.

RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED

THAT ARE DAMAGED, AS DETERMINED BY THE ENGINEER, AS A

DIRECTED BY THE ENGINEER. ANY EXISTING SIGNS OR POSTS

HEIGHT AND AT APPROXIMATELY THE SAME LOCATIONS OR AS

ENGINEER. THESE SIGNS SHALL BE REINSTALLED AT PROPER

CAN ONLY BE REMOVED WITH THE WRITTEN APPROVAL OF THE

WITH THE PROPOSED MAINTENANCE OF TRAFFIC SIGNS, THEY

IF EXISTING TRAFFIC CONTROL SIGNS ARE IN CONFLICT

COMPANY.

TRAFFIC, SHALL BE TYPE G, HIGH INTENSITY, AS MADE BY THE 3M

ALL TRAFFIC SIGN MATERIAL, PERMANENT OR FOR MAINTENANCE OF

FOR THE UNIT PRICE BID FOR:

THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS

LABOR, EQUIPMENT, AND INCIDENTALS NECESSARY TO COMPLETE

THE COST OF THIS WORK SHALL INCLUDE ALL MATERIALS,

DETERMINED BY THE ENGINEER.

DRIVEWAYS AS SOON AS PRACTICABLY POSSIBLE AS

THE CONTRACTOR SHALL RESTORE VEHICULAR ACCESS TO

LIMITS OUTSIDE THE CONTRACTOR'S NORMAL WORK HOURS.

PERMITTED ON THE STREET WITHIN THE CONSTRUCTION

ENGINEER. VEHICULAR PARKING FOR RESIDENTS WILL BE

THE GREATEST EXTENT POSSIBLE AS DETERMINED BY THE

DRIVEWAYS AND PARKING LOTS SHALL BE MAINTAINED TO

THROUGHOUT CONSTRUCTION. VEHICULAR ACCESS TO

TO MAINTAIN PEDESTRIAN ACCESS TO ALL PROPERTIES

THE CONTRACTOR SHALL COMPLETE THE WORK IN A MANNER

PROPERTIES AFFECTED BY THE WORK.

MAINTENANCE OF VEHICULAR AND PEDESTRIAN ACCESS TO

SHALL BE USED ONLY AS DIRECTED BY THE ENGINEER FOR THE

SURFACE, HAS BEEN INCLUDED IN THE CONTRACT. THIS ITEM

A CONTINGENCY QUANTITY OF ITEM 410, TRAFFIC COMPACTED

(OMUTCD), CURRENT EDITION.

UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS

WITH THE CITY OF COLUMBUS STANDARDS AND OR OHIO MANUAL OF

MAINTAINED, AND REMOVED BY THE CONTRACTOR IN ACCORDANCE

ALL TRAFFIC CONTROL DEVICES SHALL BE FURNISHED, ERECTED,

COMMENCING WORK ON THIS PROJECT.

BE INSTALLED, COVERED AND APPROVED BY THE ENGINEER PRIOR TO

BE MOUNTED ON THEIR OWN POSTS. ALL CONSTRUCTION SIGNS SHALL

STREETS AND 325' FOR 45 MPH STREETS). CONSTRUCTION SIGNS SHALL

ADEQUATE DISTANCE, (150' FOR 25 MPH STREETS, 225' FOR 35 MPH

PROPER SPACING BETWEEN SIGNS AND SHALL BE 100% VISIBLE FOR AN

EXISTING TRAFFIC CONTROL SIGNS. SIGNAGE SHALL BE INSTALLED WITH

CONSTRUCTION SIGNS SHALL NEITHER CONFLICT WITH NOR OBSTRUCT

C W

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SCALE:

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PLANS PREPARED BY:

MARK DATE DESCRIPTION

REVISIONS

MONROE LANE IMPROVEMENTS GENERAL SUMMARY

SHEET NUMBERS

ITEM GRAND UNIT DESCRIPTION

SHEET NO.

REF.

W E

S T

C O

L U

M B

U S

Y O

O T

3 4 8 9 19 TOTAL

ROADWAY

LS 201 LS CLEARING AND GRUBBING ●

2164 202 2164 SY PAVEMENT REMOVED ●

433 202 433 SF WALK REMOVED ●

81 202 81 FT CURB AND GUTTER REMOVED ●

760 202 760 FT PIPE REMOVED ●

1 202 1 EACH CATCH BASIN OR INLET REMOVED ●

3 202 3 EACH YARD DRAIN REMOVED

8 202 8 EACH MAILBOX REMOVED AND RESET ●

1635 203 1635 CY EXCAVATION ●

91 203 91 CY EMBANKMENT ●

2650 204 2650 SY SUBGRADE COMPACTION ●

2 204 2 HOUR PROOF ROLLING ●

1841 206 1841 SY CEMENT STABILIZED SUBGRADE, 12" DEEP ●

46 206 46 TON CEMENT, AS DIRECTED ●

1841 206 1841 SY CURING COAT, AS DIRECTED ●

292 12608 292 SF 4" CONCRETE WALK, WEST RD-05, CLASS COC 5 ●

157 12608 157 SF 6" CONCRETE WALK, WEST RD-05, CLASS COC 5 ●

3 12608 3 EACH CURB RAMP, 6", CLASS COC 5 ●

28 12608 28 SF DETECTABLE WARNING, TYPE E, DARK GRAY ●

8 SPECIAL 8 EACH MAILBOX SUPPORT, SINGLE ●

EROSION CONTROL

328 12653 328 CY PROCESSED TOPSOIL, FURNISHED AND PLACED ●

2955 12659 2955 SY SEEDING AND MULCHING ●

0.40 12659 0.40 TON COMMERCIAL FERTILIZER ●

16 12659 16 MGAL WATER ●

DRAINAGE

500 603 500 FT 3" CONDUIT, TYPE E, 720.08, PER WEST STD STM-01 ●

1 604 1 EACH PRECAST REINFORCED CONCRETE OUTLET ENDWALL (AA-S169) ●

3 12604 3 EACH DOUBLE CURB AND GUTTER INLET (AAS125B) ●

1 12604 1 EACH MANHOLE, TYPE C ●

1 12604 1 EACH MANHOLE, TYPE E ●

1 12604 1 EACH MANHOLE, TYPE E (AA-S104), WITH INLET TOP (AA-S142) ●

1 12604 1 EACH CURB AND GUTTER INLET RECONSTRUCTED TO GRADE ●

1282 605 1282 FT 6" PIPE UNDERDRAINS, 707.12 TYPE SP ●

1 895 1 EACH MANUFACTURED WATER QUALITY STRUCTURE TYPE 1, AS PER PLAN 4 ●

181 901 181 FT 12" STORM RCP CLASS IV PIPE, WITH TYPE II BEDDING, WITH ITEM 912 COMPACTED GRANULAR MATERIAL ●

160 901 160 FT 15" STORM RCP CLASS IV PIPE, WITH TYPE II BEDDING, WITH ITEM 912 COMPACTED GRANULAR MATERIAL ●

20 901 20 FT 42" STORM RCP CLASS IV PIPE, WITH TYPE II BEDDING, WITH ITEM 912 COMPACTED GRANULAR MATERIAL ●

PAVEMENT

358 301 358 CY ASPHALT CONCRETE BASE, PG64-22 ●

323 304 323 CY AGGREGATE BASE ●

277 407 277 GAL NON-TRACKING TACK COAT ●

9 441 9 CY ASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG64-22, 448, (DRIVEWAYS) ●

63 441 63 CY ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 ●

89 441 89 CY ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) ●

349 12452 349 SY 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS COC MS ●

1304 12609 1304 FT COMBINED CURB AND GUTTER, WEST RD-02, CLASS COC 5 ●

20 12609 20 EACH 3.5” DIAMETER CORED CURB ●

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S h ee t

P A

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R S

E x

/7 /2

E R cm t0

SCALE:

NONE

PLANS PREPARED BY:

MARK DATE DESCRIPTION

REVISIONS

MONROE LANE IMPROVEMENTS GENERAL SUMMARY

SHEET NUMBERS

ITEM GRAND UNIT DESCRIPTION

SHEET NO.

REF.

W E

S T

C O

L U

M B

U S

O T

5 8 25 TOTAL

WATER WORK

2 202 2 EACH FIRE HYDRANT REMOVED, AS PER PLAN 4 ●

3 202 3 EACH VALVE AND VALVE BOX REMOVED ●

18 12801 18 FT 6" ZINC COATED DUCTILE IRON WATER PIPE AND FITTINGS WITH ITEM 912 COMPACTED GRANULAR MATERIAL ●

525 12801 525 FT 8" ZINC COATED DUCTILE IRON WATER PIPE AND FITTINGS WITH ITEM 912 COMPACTED GRANULAR MATERIAL ●

2 12802 2 EACH 6" VALVE AND APPURTENANCES ●

4 12805 4 EACH " WATER SERVICE COMPLETE, SHORT4

3 ●

4 12805 4 EACH " WATER SERVICE COMPLETE, LONG4

3 ●

1 12807 1 EACH VALVE BOX ADJUSTED TO GRADE ●

1 12808 1 EACH CUT AND PLUG (CAP) 6" WATER MAIN ●

2 12809 2 EACH FIRE HYDRANT ●

SANITARY SEWER

1 604 1 EACH SANITARY MANHOLE ADJUSTED TO GRADE, AS PER PLAN 4 ●

TRAFFIC CONTROL

12 630 12 FT GROUND MOUNTED SUPPORT, NO. 2 POST ●

11.8 630 11.8 FT STREET NAME SIGN SUPPORT, NO. 2 POST ●

1 630 1 EACH SIGN POST REFLECTOR ●

3 630 3 EACH REMOVAL OF GROUND MOUNTED SIGN AND REERECTION ●

2 630 2 EACH REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL ●

10 644 10 FT STOP LINE ●

53 647 53 FT CROSSWALK LINE, 24", TYPE B90 ●

MAINTENANCE OF TRAFFIC

10 410 10 TON TRAFFIC COMPACTED SURFACE, TYPE A ●

2 616 2 MGAL WATER ●

INCIDENTALS

614 LS MAINTAINING TRAFFIC ●

623 LS CONSTRUCTION LAYOUT STAKES ●

624 LS MOBILIZATION ●

C W

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E x

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SCALE:

NONE

PLANS PREPARED BY:

MARK DATE DESCRIPTION

REVISIONS

MONROE LANE IMPROVEMENTS ESTIMATED QUANTITIES

F N

S H

E E

T N

STATION

202 202 202 202 202 604 12604 12604 12604 12604 12604 12604 605 12608 12608 12608 12608 12609 630 630 630 630 630 644 647 895 901 901 901 SPECIAL

E R

E M

O V

E D

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A A

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M A

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P E

A A

-1

G R

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S A

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D A

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S E

FROM TO FT SF FT EACH EACH EACH EACH EACH EACH EACH EACH EACH FT EACH SF SF SF FT FT FT EACH EACH EACH FT FT EACH FT FT FT EACH

C-1 10 -11 0+14.43 6+28.60 LT 669

C-2 10 -11 0+13.65 6+28.60 RT 635

CR-1 10 0+15.85 0+24.41 LT 1 35 8

CR-2 10 0+35.85 0+41.85 LT 1 61 10

CR-3 10 0+35.85 0+41.85 RT 1 61 10

CW-1 10 0+33.31 0+44.11 LT/RT 53

D-1 10 0+19.66 1+85.59 RT 1 163 10

D-2 10 0+20.02 0+20.60 LT/RT 1 1 10

D-3 10 1+87.50 LT/RT 2 1 18

D-4 11 6+23.94 6+30.28 RT 1 6

D-5 11 6+30.28 7+88.45 RT 154 1 1 1 154

M-1 11 5+71.42 RT 1

MB-1 10 1+40.97 0+85.25 RT 1

MB-2 10 1+22.23 1+20.41 LT 1

MB-3 10 2+23.91 1+95.76 RT 1

MB-4 10 3+34.25 3+35.50 RT 1

MB-5 10 3+80.15 3+78.66 LT 1

MB-6 11 4+85.28 4+87.03 LT 1

MB-7 11 5+85.54 5+89.24 LT 1

MB-8 11 5+96.99 6+05.14 RT 1

R-1 10 0+14.99 0+41.90 RT 158 38

R-2 10 0+15.37 0+41.82 LT 215 43

R-3 10 0+20.58 3+08.27 LT 288 2

R-4 10 0+21.05 1+10.22 RT 95

R-5 10 1+98.90 2+18.82 RT 20

R-6 10 3+40.11 3+58.13 RT 18

R-7 10 3+50.43 3+74.51 LT 24

R-8 11 4+07.41 4+10.18 RT 60

R-9 11 4+59.03 4+87.17 LT 28

R-10 11 5+70.50 6+35.87 LT/RT 110 1

R-11 11 6+14.98 6+31.74 RT 23

S-1 10 0+31.68 RT 11.8 2 1

S-2 10 0+48.94 LT 12.0 1 1 1

SL-1 10 0+48.81 LT 10

SW-1 10 0+18.74 0+40.85 RT 118

SW-2 10 0+19.43 0+40.85 LT 125

SW-3 11 4+07.57 4+10.57 RT 49

UD-1 10 0+14.93 0+18.29 LT 19

UD-2 10 0+14.15 0+18.85 RT 14

UD-3 10 0+20.01 1+83.40 LT 164

UD-4 10 0+20.78 1+83.40 RT 164

UD-5 10 -11 1+90.10 4+12.00 LT 222

UD-6 10 -11 1+90.10 4+12.00 RT 222

UD-7 11 4+13.00 6+27.00 LT/RT 255

UD-8 11 4+13.00 6+22.04 RT 222

TOTALS CARRIED TO GENERAL SUMMARY 760 433 81 1 3 1 3 1 1 1 1 1 1282 3 292 157 28 1304 12.0 11.8 1 3 2 10 53 1 181 160 20 8

C W

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A P

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E x

S E

R cm t0

SCALE:

NONE

PLANS PREPARED BY:

MARK DATE DESCRIPTION

REVISIONS

MONROE LANE IMPROVEMENTS PAVEMENT CALCULATIONS

REF

LOCATION

STATION

SIDE (D

T A

N C

A V

E R

A G

E W

D xW

S U

R F

A C

E A

R E

C A

D D

G E

N E

R A

T E

D A

R E

202 204 206 206 206 301 304 407 441 441 441 12452

P A

V E

M E

N T

R E

M O

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S U

B G

R A

D E

C O

M P

A C

D E

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M E

N T

S T

A B

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C E

M E

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, A S

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T E

C U

G C

O A

T , A

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C T

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P G

-2

A S

P H

A…

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File details come from the government source that posted it. Updated May 1, 2026.