P-482 On-Call Concrete Maintenance RFB.pdf

City of Mt. Juliet Finance Department 2425 N. Mt. Juliet Rd. | Mt. Juliet, TN 37122 Phone: 615-754-2554 | Fax: 615-754-7225

REQUEST FOR BIDS

FOR THE CITY OF MT. JULIET, TN

Request for Bid

ON-CALL CONCRETE MAINTENANCE

Issued By:

City of Mt. Juliet, TN 2425 N. Mt. Juliet Rd.

(615) 754-2554

Date of Issue: June 17, 2026

Bid Due Date: 7/15/2026 2:30 PM CST

Bids must be in sealed envelope Clearly Marked

“ON-CALL CONCRETE MAINTENANCE”

Dated 7/15/2026 2:30 PM

Delivered to:

Attn: Finance Director

City of Mt. Juliet 2425 N. Mt. Juliet Rd.

Mt. Juliet, TN 37122

NLT 7/15/2026 2:30 PM CST

Phone: 615-754-2554 | Fax: 615-754-7225

Background of the City of Mt. Juliet, TN The City of Mt. Juliet, TN is located in the Nashville, TN metropolitan area. The city had a population of 39,000+ according to the 2022 National Census and is one of the fastest growing cities in the State of Tennessee. The city has 4 elected commissioners and an elected mayor, which comprise the governing body.

The governing body hires a professional City Manager as the chief administrative official. The City Manager is responsible for all city personnel. The city currently provides public safety, building inspection and codes enforcement, public works, parks and recreation, and administrative functions.

General Bid Information Sealed bids for “ON-CALL CONCRETE MAINTENANCE” will be received at the office of the City of Mt.

Juliet Finance Department at 2425 N. Mt. Juliet Rd, Mt. Juliet, Tennessee 37122, Attention: Dana Hire, on or before 7/15/2026 2:30 PM, CST, and immediately thereafter all bids will be publicly opened and read aloud.

Please contact Matthew White at mwhite@mtjuliet-tn.gov or 615-773-7957 should you have any questions.

BID FORMS

One paper copy of the bid is required. All paper bids must have the name of the project, and the bid due date on the outside of the envelope. Paper bid must be signed by authorized representative of company/business placing bid at time bid is received by the City of Mt. Juliet. Bidder will show evidence of license, expiration date and classification if required and when applicable. Bidder is familiar with all laws and regulations that may affect cost, progress, and performance of the work, including BABAA requirements.

Special Notice on Iran By submission of this bid, each bidder and each person signing on behalf of any bidder certifies, and in the case of a joint bid each party thereto certifies as to its own organization, under penalty of perjury, that to the best of its knowledge and belief that each bidder is not on the list created pursuant to §12-12-106.

Special Notice on Israel By submission of this bid, each bidder and each person signing on behalf of any bidder certifies, and in the case of a joint bid each party thereto certifies as to its own organization, under penalty of perjury, that to the best of its knowledge and belief for submissions in excess of $250k, unless the contractor has fewer than 10 employees, each bidder is not currently engaged in, and will not for the duration of the contract engage in, a boycott of Israel.

SUBMISSION

It shall be the responsibility of the bidder to submit a bid response which complies with: the conditions and specifications of the Request for Bids; policies and procedures of the City of Mt. Juliet and applicable laws of the State of Tennessee: and any other applicable laws, regulations and requirements. The bidder must provide ONLY a unit price for each item listed on the Bid Tabulation sheet. The City of Mt. Juliet will determine the lowest bid by inputting historically used and/or projected quantities for each item on the Bid Tabulation to determine unit bid subtotals and the bid grand total. Evaluation and award of bids will be made to one bidder meeting the requirements of the City of Mt. Juliet.

BID REJECTION

Phone: 615-754-2554 | Fax: 615-754-7225

The City reserves the right to reject any or all bids, combinations of items, or lot(s), and to waive defects or minor informalities. The City is a member of certain coalitions and has access to the pricing provided by state contracts. The published prices by the state or any of the coalitions for RFB items shall be considered a sealed bid which the City may accept. Any other bid that is not sealed will “NOT” be accepted. Any bid received after time and date indicated will be discarded.

Bidders may not restrict the rights of the City or otherwise qualify their bids. If a Bidder does so, the City may determine the bid to be a nonresponsive counteroffer, and the bid may be rejected.

The City reserves the right, at its sole discretion, to waive variances in bids provided such action is in the best interest of the City. Where the City waives minor variances in bids, such waiver does not modify the RFB requirements or excuse the Bidder from full compliance with the RFB. Notwithstanding any minor variance, the City may hold any Bidder to strict compliance with the RFB. In the event of multiple line items or interchangeable items, the city reserves the right to select items from multiple bidders.

Bidders must comply with all of the terms of this RFB and all applicable state laws and regulations. The City may reject any bid that does not comply with all of the terms, conditions, and performance requirements of this RFB.

PAYMENT FOR CITY PURCHASES

Purchase orders will be issued after the RFB is reviewed and payment will be made by the City of Mt. Juliet 30 days after commodities and/or services have been received, accepted, and properly invoiced as indicated in the contract and/or purchase order. Invoices must bear the purchase order number where applicable.

IDEMNIFICATION

The Contractor/Vendor shall indemnify, hold harmless, and defend the contracting agency from and against any claim of, or liability for error, omission or negligent act of the Contractor/Vendor under this agreement. The Contractor/Vendor shall not be required to indemnify the contracting agency for a claim of, or liability for, the independent negligence of the contracting agency. If there is a claim of, or liability for, the joint negligent error or omission of the Contractor and the independent negligence of the Contracting agency, the indemnification and hold harmless obligation shall be apportioned on a comparative fault basis. “Contractor” and “Contracting agency”, as used within this and the following article, include the employees, agents and other contractors who are directly responsible, respectively, to each. The term “independent negligence” is negligence other than in the Contracting agency’s selection, administration, monitoring, or controlling of the Contractor and in approving or accepting the Contractor’s work. On-site vendors are required to provide proof of insurance (general liability, workers comp, auto and excess). On-site vendor will add the City of Mt. Juliet as an additional insurer if requested.

COMPLIANCE

In the performance of a contract that results from this RFB, the contractor must comply with all applicable federal, state, and city regulations, codes, and laws; and be liable for all required insurance, licenses, permits and bonds;

and pay all applicable federal, state, and city taxes.

SUITABLE MATERIALS, ETC.

Phone: 615-754-2554 | Fax: 615-754-7225

Unless otherwise specified, all materials, supplies or equipment offered by a bidder shall be new, unused, and of the latest edition, version, model or crop and of recent manufacture. Unless otherwise specified in the RFB, product brand names or model numbers are examples of the type and of product quality required, and are not statements of preference. If the specifications describing an item conflict with a brand name or model number with a description of the item, the specifications govern. Reference to brand name or number does not preclude an offer of a comparable or better product, if full specifications and descriptive literature are provided for the product. For example, if the specifications call for 98 decibel alarm and the product offered has only 95, the city reserves the right to consider the 95 decibel alarm offering as adequate. Failure to provide such specifications and descriptive literature may be cause for rejection of the offer.

FIRM OFFER

For the purpose of award, offers made in accordance with this RFB must be good and firm for a period of ninety

(90) days from the date of quote opening or the date of complete delivery of the order placed whichever is later.

The city anticipates selection within 10 business days.

BID PREPARATION COSTS

The City is not liable for any costs incurred by the bidder in quote preparation.

CONFLICT OF INTEREST

An elected or appointed official, or employee of the City of Mt Juliet may not seek to acquire, be a party to, or possess a financial interest in, this contract if (1) the elected or appointed official, or employee is an employee of the administrative unit that supervises the award of this contract; or (2) the elected or appointed official, or employee has the power to take or withhold official action so as to affect the award or execution of the contract.

Non-controlling ownership in stock of publicly held companies or ownership of mutual funds shall not be considered as a financial interest.

DEFAULT

In case of default by the contractor/vendor, for any reason whatsoever, the City of Mt Juliet may procure the goods or services from another source and hold the contractor/vendor responsible for any resulting excess cost and may seek other remedies under law or equity.

CONTINUING OBLIGATION OF CONTRACTOR

Notwithstanding the expiration date of a contract resulting from this RFB the contractor/vendor is obligated to fulfill its responsibilities until warranty, guarantee, maintenance and parts availability requirements have completely expired.

BILLING INSTRUCTIONS

Invoices must be billed to the Public Works department at the address shown on the individual Purchase Order, Contract Award or Delivery Order. Questions concerning payment should be addressed to the Finance Department of the City of Mt. Juliet.

DISCRIMINATION CLAUSE

Phone: 615-754-2554 | Fax: 615-754-7225

The City of Mt. Juliet is an equal opportunity entity and does not discriminate on the basis of age, race, sex, national origin, religion or disability in admission to, access to, or operations of its programs, services, activities, or in its awarding of such bids.

BID SPECIFICATIONS

Project Description:

On-call contracting services related to removal, replacement, and repair of existing concrete sidewalk. The project also includes removal and replacement of concrete curb ramps, curbs, and concrete driveways. Various storm infrastructure and EPSC items are also included in the contract.

The City of Mt. Juliet hereby notifies all bidders that it will affirmatively insure in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of age, race, color, religion, national origin, sex or disability in consideration for an award.

The City of Mt. Juliet is an equal opportunity affirmative action employer, drug-free with policies of non-discrimination on the basis of race, sex, religion, color, national or ethnic origin, age, disability or military service.

The right to reject any and all bids is reserved.

ALL ITEMS MAY NOT BE REQUIRED ON ALL PROJECTS AS DETEMINED BY THE CITY OF MT.

JULIET PUBLIC WORKS DIRECTOR OR DESIGNATED REPRESENTATIVE.

Vendor must supply a 1 (one) year warranty for completed projects. The warranty shall begin upon completion of the project.

The city reserves the right to issue work orders of the roadway paving projects as they deem necessary to comply with the priority list and budgetary restraints.

Contractor shall abide by all State and Federal safety guidelines for work zone safety. All traffic control

(internal and external) and temporary traffic control devices must be in accordance with the Manual of

Uniform Traffic Control Devices (MUTCD). Work zone areas shall be posted with legible traffic signs at points of hazard.

To ensure work safety, all workers present must wear high visibility safety apparel that meet the requirements of ISEA “American National Standard for High-Visibility Safety Apparel” at all times. Contractors must ensure workers have received proper training who are within the work zone, including flagger qualifications.

Contractor must have emergency planning and response procedures in place for work zone operations.

Phone: 615-754-2554 | Fax: 615-754-7225

Contractor will furnish all materials and perform all work in compliance with applicable sections of the

T.D.O.T. specifications dated January 1, 2021.

Contractor must be licensed in accordance with the contractors licensing act of 1976 (ITCA title 62, chapter 6) and qualified in the proper category for this work.

The Contractor will be required to furnish payment and performance bonds and certificate of insurance in adequate amounts for each work order.

BIDS WILL BE FOR A ONE-YEAR PERIOD: August 1, 2026 – July 31, 2027

The City of Mt. Juliet may elect to extend the time period of the contract on a yearly basis by supplemental agreement, if agreed upon by both parties. All terms and conditions of the original

RFB shall remain in full force and effect, except insofar as specifically modified by the supplemental agreement.

See the attached unit price bid tabulation sheet, Footnotes, and Details.

No Bids will be received or accepted after the above-specified time for the opening of Bids. Bids submitted after the designated hour will be deemed invalid and returned unopened to the Bidder.

Bid security shall be furnished in accordance with the Instructions to Bidders.

Company Name: ________________________________________________________________ Authorized Signature: ________________________________________________________________ Print Name: ________________________________________________________________ Title: ________________________________________________________________ Date: ________________________________________________________________ Address: ________________________________________________________________ City/State/Zip: ________________________________________________________________

FOOTNOTES Item No. Description Unit

Quantity

Range Unit Price Bid

1 1 REMOVAL OF RIGID PAVEMENT S.Y. N/A

1 4 REMOVAL OF CURB (EXTRUDED OR POST CURB) L.F. N/A

8 5 FURNISHING AND SPREADING TOPSOIL C.Y. N/A

1 to 200

200-499

500+

10 7 BOX TUBE SAFETY RAIL L.F. N/A

3 8 ADA RAMP HANDRAIL L.F. N/A

4 9 ADJUSTMENT OF WATER VALVE BOX & OTHER UTILITY BOX EACH N/A

0-999

1000-1999

2000+

5 11 CONCRETE SIDEWALK (4") WITH HAUNCHED TURN DOWN CURB S.F. N/A

0-999

1000-1999

2000+

0-999

1000-1999

2000+

0-999

1000-1999

2000+

0-999

1000-1999

2000+

0-24

25-49

50+

0-24

25-49

50+

0-24

25-49

50+

7 19 TRAFFIC CONTROL DAY N/A

20 SEEDING (W/ MULCH) UNIT N/A

FY 26/27 On-Call Concrete Unit Prices

MINERAL AGGREGATE, TYPE A BASE, GRADING D TON

CONCRETE SIDEWALK (4")10 S.F.

EXPOSED AGGREGATE CONCRETE DRIVEWAY (6")

REMOVAL OF ASPHALT PAVEMENT

12 S.F.

13 CONCRETE DRIVEWAY (6")

N/A

L.F.

S.Y.

REMOVAL OF 30" CURB AND GUTTER

5 S.F.

PERPENDICULAR CONCRETE CURB RAMP S.F.6

6 15 PARALLEL CONCRETE CURB RAMP S.F.

N/A

12 16 HIGH PROFILE EXTRUDED CURB (8") C.Y.

9 17 CONCRETE CURB (6" DETACHED POST CURB) C.Y.

18 30" CONCRETE COMBINED CURB AND GUTTER C.Y.

22 SEEDING (WITHOUT MULCH) UNIT N/A

11 23 FILTER SOCK (12") L.F. N/A

11 24 CATCH BASIN PROTECTION (TYPE D) EACH N/A

25 24" CONCRETE FLUME UNDER SIDEWALK EACH N/A

26 48" CONCRETE FLUME UNDER SIDEWALK EACH N/A

27 ADJUST EXISTING MANHOLE EACH N/A

28 REMOVE AND REPLACE MAILBOXES EACH N/A

13 29 MOBILIZATION EACH N/A

30 REMOVAL OF PIPE (CMP - All sizes) L.F. N/A

31 BORROW EXCAVATION (GRADED SOLID ROCK) TON N/A

14 32 UNDERCUTTING C.Y. N/A

11 33 TEMPORARY SILT FENCE (WITHOUT BACKING) L.F. N/A

15 34 ROCK CHECK DAM EACH N/A

18 35 18" CONCRETE PIPE CULVERT (CLASS III) L.F. N/A

18 36 24" CONCRETE PIPE CULVERT (CLASS III) L.F. N/A

18 37 18" CORRUGATED METAL PIPE CULVERT L.F. N/A

18 38 24" CORRUGATED METAL PIPE CULVERT L.F. N/A

18 39 18IN ENDWALL (SIDE DRAIN) EACH N/A

18 40 24IN ENDWALL (SIDE DRAIN) EACH N/A

18 41 18IN ENDWALL (SAFETY SIDE DRAIN) 6:1 EACH N/A

18 42 24IN ENDWALL (SAFETY SIDE DRAIN) 6:1 EACH N/A

16 43 CONSTRUCTION ACCESS (CONSTRUCTION ENTRANCE PER DETAIL) EACH N/A

44 MACHINED RIP-RAP (CLASS A-1) TON N/A

45 GEOTEXTILE (TYPE III)(EROSION CONTROL) S.Y. N/A

11 46 EROSION CONTROL BLANKET (TYPE II) S.Y. N/A

17 47 ROAD & DRAINAGE EXCAVATION (UNCLASSIFIED) C.Y. N/A

48 ROCK EXCAVATION (2 FT OR LESS) C.Y. N/A

21 SODDING (NEW SOD) S.Y. N/A

C.Y.ROCK EXCAVATION (2 FT OR MORE)49 N/A

Item to meet TDOT specifications. Cost of excavation for drainage structures to be included in the Road & Drainage Excavation bid item.

Cost to include all material, labor, equipment, and any other expense necessary for the construction and/or installation of this item, as shown in the City of Mt. Juliet Standard Drawings.

The mobilization bid amount will be paid for each work order issued throughout the length of the contract.

This item is to be used at the discretion of the City. This item consists of removing and disposing of unsatisfactory materials below grade in cut sections and from areas upon which embankments are to be placed.

Undercutting does not include the stripping, stockpiling, and placing of topsoil.

Item to be installed as shown on TDOT standard drawing EC-STR-6.

Payment shall include all materials and labor necessary for construction, maintenance, and removal of the rock check dams. Cost to include geotextile fabric as shown in the standard drawing.

Construction entrance to include #1 or #2 stone pad that is 100 feet in length, 20 feet in width, and 6 inches of depth. Payment shall include all materials and labor necessary for construction, maintenance, and removal.

Cost to include geotextile fabric.

This item includes excavation to planned grade or subgrade of a roadway and includes placing the excavated material to planned fill or embankment locations. This item includes stripping and stockpiling topsoil for later use and hauling excess material.

Includes 4" concrete for curb ramp and landing surface, wielded wire mesh, 6" curb, side flares, and truncated dome detectable warning mat at intersections, as needed to construct per TDOT standard drawings MM-CR-

2 or MM-CR-3. Also, Includes the cost of excavation and grading (3:1 max cut/fill slopes).

Includes the furnishing and maintaining in place all necessary traffic control devices in accordance with the current MUTCD, including but not limited to, signs flexible drums, arrow boards, and flagging.

To be used at the City's direction. If used, topsoil will only be placed in the top 3 inches of finished grade.

To be installed per TDOT standard drawing RP-VC-10

Cost to include all material, labor, equipment, and any other expense necessary for the construction and/or installation of this item, as shown in

TDOT Standard Drwg S-BPR-1, including any additional concrete needed for post foundations. Safety rail to be powder coated black

Erosion control items to be used as directed by the City of Mt. Juliet

FOOTNOTES

Includes the cost of saw cutting, as necessary

Includes 4" base stone under sidewalks, curb ramps, curbs, driveways, etc.

To be placed at the direction of the City

Cost to include all material, labor, equipment, and any other expense necessary for the construction and/or installation of this item, as shown in the details, including any additional concrete needed for post foundations.

Rail to be ADA compliant and be powder coated black

Adjust height of cap/box to be level with sidewalk surface. Water valve box to be done by West Wilson Utility District and paid for by the contractor

Includes concrete and wielded wire mesh per City of Mt. Juliet standard detail. Also, Includes the cost of excavation and grading (3:1 max cut/fill slopes).

EXPANSION

JOINT

INLET

EXPANSION

JOINT

CURB

GUTTER

CURB

GUTTER

10' MIN.

TIE INTO INLET

10' MIN.

TIE INTO INLET

TYPICAL CROSS SECTION

CLASS "A" CONCRETE

1/2"

1"

1/2"R

1"R

6"

1"

23"

S L O

P E

:1

GENERAL NOTES:

1. EXPANSION JOINTS TO BE SPACED A MAXIMUM OF 100 FEET APART OR

AS DIRECTED BY THE ENGINEER.

2. EXPANSION JOINTS WILL ALSO BE REQUIRED AT TANGENT POINTS, RAMPS,

AND INLETS.

3. CONTRACTION JOINTS ARE TO BE CUT INTO CURB AND GUTTER EVERY TEN

(10) FEET TO A DEPTH OF D/4, WHERE D EQUALS THE THICKNESS OF THE

SECTION. THE SPACING OF TEN FEET MAY BE REDUCED AT CLOSURES

BUT NO SECTION OF CURB AND GUTTER SHALL BE LESS THAN SIX FEET.

4. THERE WILL BE A MINIMUM OF TEN (10) FEET TIE IN AT CURB INLETS ON

EACH SIDE OF THE INLET. AN EXPANSION JOINT WILL BE USED ON EACH

SIDE OF THE TIE IN.

5. COST OF JOINTS TO BE INCLUDED IN THE UNIT BID PRICE FOR CONCRETE

CURB AND GUTTER.

FRONT VIEW

PAVEMENT

SURFACE

GRASS

CITY OF MT. JULIET

PUBLIC WORKS DEPARTMENT

SCALE: NONE

STANDARD CURB WITH GUTTER

DRAWING NO. ST-200

6. MT. JULIET STANDARD FOR PUBLIC STREETS

REV. 3/17/16

CITY OF MT. JULIET

PUBLIC WORKS DEPARTMENT

SCALE: NONE

HIGH PROFILE EXTRUDED CURB

DRAWING NO. ST-203

TYPICAL CROSS-SECTION

GENERAL NOTES:

1. WHERE CONCRETE MEDIAN PAVEMENT IS POURED BEHIND EXTRUDED

8-INCH CONCRETE CURB, IT MAY BE POURED MONOLITHICALLY

WITH THE CURB.

2. THE EXTRUDED 8-INCH CONCRETE CURB SHALL BE PROHIBITED FOR

USE FOR CITY OF MT. JULIET PUBLIC WAYS

3. WHERE CURB INLETS ARE REQUIRED, USE JOHN BOUCHARD

& SONS CO. GRATE NOS. 3103 OR 3103-V, OR APPROVED

CRUSHED STONE

BASE

2"

R

R

#5 REBAR @ 6' O.C.

12"

& EQUAL.

FUTURE

PAVEMENT

LIFT

5'-0" MINIMUM

SLOPE 1.50%

PROVIDE CONTROL JOINTS PER DETAIL ST-213 SPACED EVERY 5 FT. AND

EXPANSION JOINTS PER DETAIL ST-213 EVERY 20 FT.

FINISHED ASPHALT

SCORE JOINT

SURFACE

1"

8"

6"

1"R

AGGREGATE BASE

W1.4 X W1.4 W.W.F.

4" CONCRETE WALK

REINFORCED W/6"X 6"-

4" MINERAL

1" CLEAR

BROOM

FINISH

PUBLIC WORKS DEPARTMENT

CITY OF MT. JULIET

SCALE: NONE

DETAIL NO.: ST-204

AND HAUNCHED CURB

CONCRETE SIDEWALK

CITY OF MT. JULIET

PUBLIC WORKS DEPARTMENT

SCALE: NONE

STANDARD CONCRETE SIDEWALK

DRAWING NO.: ST-210

C U R B

EXPANSION JOINT TO BE SPACED 25' TO 30' APART

DEPENDING ON TRANSVERSE JOINT MARKINGS OR

AS DIRECTED BY THE ENGINEER.

5'

TRANSVERSE JOINT MARKINGS

E X

P

J O

I N

T

C R

O S

S

S L O

P E

E X

P

J O

I N

T

5'-6' SIDEWALK BUILT TO CURB

5'

TRANSVERSE JOINT MARKINGS

E X

P

J O

I N

T

C R

O S

S

S L O

P E

E X

P

J O

I N

T

C U R B

GRASS AREA /

FURNISHING ZONE

CURB

EXPANSION

JOINT

CURB

EXPANSION

JOINT

EXPANSION JOINT TO BE SPACED A MAXIMUM OF 25' APART

DEPENDING ON MARKINGS. FIXED EXPANSION JOINTS AND

JOINTS IN CURB WHERE SIDEWALK IS BUILT TO CURB.

FURNISHING ZONE

C R

O S

S

S L O

P E

TRANSVERSE JOINT MARKINGS

LONGITUDINAL JOINT MARKINGS

E X

P

J O

I N

T

CURB

EXPANSION

JOINT

FURNISHING ZONE

C U R B

CURB

EXPANSION

JOINT

SIDEWALK BUILT TO CURB

(WIDTH GREATER THAN 5')

GENERAL NOTES:

1. SIDEWALKS SHALL BE A MINIMUM OF 4 INCHES IN THICKNESS AND MAINTAIN A MINIMUM OF 4 FEET CLEARANCE

THROUGH THE PATH OF TRAVEL.

2. MAXIMUM CROSS SLOPE FOR SIDEWALKS SHALL NOT EXCEED 1:48 (VERTICAL:HORIZONTAL).

3. SIDEWALK SHALL BE CONSTRUCTED OF WHITE BRUSHED CONCRETE PER DEPARTMENT

OF PUBLIC WORKS TECHNICAL SPECIFICATIONS.

4. WHERE A GRASS AREA IS NOT PROVIDED, A MAXIMUM OF 2 FEET FURNISHING ZONE IS REQUIRED, MAINTAINING

A MINIMUM OF 4 FEET CLEARANCE THROUGH THE PATH OF TRAVEL.

5'-6' SIDEWALK WITH GRASS PLOT

6' OR AS

OTHERWISE

APPROVED

5'-0" MINIMUM

SLOPE 1.50%

PROVIDE CONTROL JOINTS PER DETAIL ST-213 SPACED EVERY 5 FT. AND

EXPANSION JOINTS PER DETAIL ST-213 EVERY 20 FT.

FINISHED ASPHALT

SCORE JOINT

SURFACE

1"

8"

6"

1"R

AGGREGATE BASE

W1.4 X W1.4 W.W.F.

4" CONCRETE WALK

REINFORCED W/6"X 6"-

4" MINERAL

1" CLEAR

BROOM

FINISH

PUBLIC WORKS DEPARTMENT

CITY OF MT. JULIET

SCALE: NONE

DETAIL NO.: ST-212

CONCRETE SIDEWALK (RES.)

HAUNCHED CURB AND

SIDEWALK

E X

P

J O

I N

T

1.50%

1:12 MAX.

E X

P

J O

I N

T

A

A

1.50 % MAX

SECTION A-A

PLAN VIEW

PUBLIC WORKS DEPARTMENT

CITY OF MT. JULIET

SCALE: NONE

DETAIL NO.: ST-313

DRIVEWAY RAMP

RESIDENTIAL CONCRETE

E X

P

J O

I N

T

SIDEWALK

1.50%

E X

P

J O

I N

T

EXP. JOINT

DRIVEWAY

CONCRETE OR

GRASS AREA/

FURNISHING ZONE

CONCRETE OR

GRASS AREA/

FURNISHING ZONE

CURB

DRIVEWAY WIDTH

12' MIN. - 22' MAX.

3'

T

I

T

O

X

I

S

T

I

N

G

T

I

S

T

I

N

G

6"

6"x 6"x W1.4 WIRE MESH

4" COMPACTED STONE BASE, #67

EXPANSION

JOINT

5' MINIMUM SIDEWALK 6' DRIVEWAY RAMP

1-1/2"

6"

3'

DRIVEWAY

CURB TAPER FOR

DRIVEWAY RAMP

3'

1-1/2"

TOP OF CURB

6"

NOTE: CROSS-SLOPE OF SIDEWALK SHALL NOT EXCEED 1.50% (VERTICAL:HORIZONTAL).

CURB

PATH OF TRAVEL

X

P

J O

I N

T

1.50%

1:12 MAX.

E X

P

J O

I N

T

A

A

1.50 % MAX

SECTION A-A

PLAN VIEW

PUBLIC WORKS DEPARTMENT

CITY OF MT. JULIET

SCALE: NONE

DETAIL NO.: ST-314

DRIVEWAY RAMP

COMMERCIAL CONCRETE

E X

P

J O

I N

T

PATH OF TRAVEL

1.50%

E X

P

J O

I N

T

EXP. JOINT

DRIVEWAY

CONCRETE OR

GRASS AREA/

FURNISHING ZONE

CONCRETE OR

GRASS AREA/

FURNISHING ZONE

1:12 MAX. GUTTER

CURB

DRIVEWAY WIDTH

15' MIN. - 35' MAX.

6'

T

I

S

T

I

N

G

T

I

S

T

I

N

G

6"

6"x 6"x W1.4 WIRE MESH

4" COMPACTED STONE BASE, #67

EXPANSION

JOINT

PATH OF TRAVEL 6' DRIVEWAY RAMP

1-1/2"

6"

6'

DRIVEWAY

CURB TAPER FOR

DRIVEWAY RAMP

6'

1-1/2"

TOP OF CURB

GUTTER

6"

NOTE: CROSS-SLOPE OF SIDEWALK SHALL NOT EXCEED 1.50% (VERTICAL:HORIZONTAL).

Concrete Flume Under Sidewalk Detail

ADA Ramp Handrail