Attachment_15_Historic__Curb_and_Gutter_detail.pdf

Base Rock

Conc. or Asphalt

Top of Pavement

Base Rock

Conc. or Asphalt

Top of Pavement

Base Rock

Conc. or Asphalt

Top of Pavement where concrete pavement is constructed.

Contractor has the option of thickening the curb and gutter as

Longitudinal construction joint and #4 x 3'-0" bars @ 2'-6" ctrs., shown.

1'-9" 9"

2'-6" ƒ

Smooth Finish (Steel trowel)

6" ƒ

COMBINED CURB & GUTTER (HISTORIC TYPE A)

E d g e o f p a v e m e n t

" R

Top of expansion joint filler

Long. const. joint

Extension of pavement subgrade

TYPICAL SECTION

CURB & GUTTER GENERAL NOTE

joint sealant, see Standard Specifications.

with sealed and sawed be shall joints Longitudinal drawings. bridge see abutment U-type a on wing bridge a abuts gutter or gutter and curb combined where treatment joint expansion For through gutter section, shaped to fit gutter or curb and gutter. See Std. Drawing RD712.

adhesive bonding with installed sealant membrane 4"x4" use 10', than more for on continued is gutter and curb or gutter and pavement, the across placed is joint relief pressure Where a bridge. Inlets shall be located so as not to fall within this transition section.

of end the at as such curb, a abuts gutter the where except gutter of run each of ends the at used be shall section gutter tapered the to section gutter normal from transition of length 4' A the ends of curb returns. Planes of weakness shall be constructed at 10'-0" intervals.

at and 250' exceed to not spacing a at gutter, or gutter and curb combined the of dimensions the to cut B) (Type Filler Joint Expansion Preformed 1" a place and bars tie omit course, base concrete or pavement concrete abut not does gutter or gutter and curb combined Where expansion joints in the pavement.

opposite placed be to are gutter and curb combined the in joints Expansion joints. pavement the for used as material same the with filled be to are gutter or gutter and curb combined the in Joints required. be will weakness of planes other no and gutter or curb through continued be shall Joints Pavement gutter. or gutter and curb combined the from omitted be shall bars tie and joint longitudinal the monolithically, constructed If plans. the on shown as section same the have shall gutter or gutter and curb combined The (AE). 3.0 Grade Concrete or pavement concrete the in used mix the either using separately, or monolithically either constructed be option, contractor's the at may, pavement concrete adjoining gutter or gutter and curb Combined area, or to dispose of the material.

determine whether to transport the surplus stones to an offsite, permanent stockpile condition, satisfactory to the Engineer. If surplus stones exist, the Engineer will

. All excess material shall be removed and the site left in a presentable Cleaning and at the locations indicated on the Plans or required by the Engineer.

Weep holes shall be constructed of solid, gray PVC pipe in the manner Weep Holes.

section must be demolished and rebuilt to the approval of the Engineer.

The approved sample section may be part of the finished work. A rejected sample stone, joint construction and overall character of installation of the sample section.

Engineer in consultation with the Kansas Historic Preservation Society is to approve properties and districts, a 5-foot long sample section of curb must be constructed. The

. When new curb and gutter are required in the vicinity of historic New curb sections features such as lintels, gateposts, openings, copings, markers, etc.

sections. The Contractor shall carefully duplicate the original curb and any special existing stone in order to reduce any incompatibility in the appearance of the curb

Additional stones required to complete the curb sections are to be blended with the

Care shall be taken during resetting to keep weathered stone faces exposed.

. Exposed face(s) must be composed of stones from the extant curb sections. Resetting from damage, theft and vandalism.

curb sections. The Contractor will be responsible for protecting all stockpiled stones of a dump truck will not be permitted to transport stone from historically significant moved to a different location, they must be kept separate from any other stones. Use stockpiled in the area where the curb is to be rebuilt. If they must be temporarily carefully dismantled to avoid fracturing and chipping the stones. The stones shall be

. Historically significant curb sections to be removed and reset must be Dismantling sections and will remain the property of the State.

record of the curb sections will be referenced during the reconstruction of the curb

Society for accuracy before the curb sections are dismantled. Once approved, this and approved by the Engineer in consultation with the Kansas Historic Preservation photographs are to be given to the Engineer. This documentation must be reviewed appearance/dimensions. Two copies of the measurements and two sets of the Kansas Historic Preservation Society to determine the finished original type. If no representative curb sections exist, the Engineer in consultation with photographs are to be taken in locations that are representative of the curb sections six, 35mm, 4-inch by 6-inch color photographs of each curb to be dismantled. The locations where characteristics of the curb change. He must also take a minimum of

Contractor will measure and record their width and height at 25-foot intervals and at

. Prior to dismantling historically significant curb sections, the Documentation complete the entire work item for which the approval was given.

masonry contractor to be allowed to perform the work. The approved mason(s) are to

Engineer in consultation with the Kansas Historic Preservation Society in order for the than 30 days prior to the start of work. This documentation must be approved by the similar in type to the work to be performed must be presented to the Engineer no less certifications and the locations of at least three successfully completed curb and gutter construction/restoration practices. Documentation in the form of professional masons with demonstrated proficiency in historic stone masonry

The construction of curb sections in historic areas must be accomplished by stone sections and dry-laid curb sections, respectively.

Std. Specifications for masonry curb shall conform to the requirements of KDOT existing curb sections will be carried out as indicated on the Plans. Laying of stones

. The construction of new curb sections or the resetting of General Requirements

CONSTRUCTION METHODS.

KDOT Std. Spec.

contained in the Type N Mortar . Mortar shall conform to the requirements of Mortar for resetting.

Any special features such as lintels, gate posts, copings, markers, etc., shall be retained interlocking with the existing stones.

Specifications, and must be appropriately sized and shaped to permit proper meet these criteria. However, the stones must conform to KDOT Standard

Stones used below grade, for the core, or for the back of a retaining curb need not otherwise noted on the Plans or directed by the Engineer.

found in nearby curb sections relative to the aforementioned characteristics, unless and geological composition. Stones for new curb sections shall conform to stones stones shall conform to the stones in the existing curb relative to shape, color, texture with additional stones as required to complete the curb construction. Additional

. Stones for curb sections to be reset shall include stones in the existing curb, Stones

.MATERIALS

directed by the Engineer, all in accordance with these Specifications.

indicated herein, and shall be constructed at locations indicated on the Plans or as in historic, scenic, or rural areas. Such curb sections require special treatment as

. This work consists of the resetting and construction of curb and gutter DESCRIPTION

HISTORIC CURB & GUTTER

If constructed monolithically, the longitudinal joint is not required.

(3'-0" WIDTH)

w/ Type N Mortar

Historical Limestone 4" to 6" Thick historical stone curb.

existing curb sections from the DPW BLDG 330 stockpile shall be subsidiary to the required to construct new curb sections or to supplement quantities of stone in

BLDG 330 stockpile location shall be subsidary to the historical stone curb. Stones

Proposal items of the Contract. Removal and stockpiling of surplus stone at the DPW clearing and grubbing or gravel base courses will be paid for under other appropriate work, complete in place and accepted by the Engineer. Special site preparation such as construction of weep holes, cleaning, and all other incidentals required to finish the stockpile, all necessary cutting/dressing of stones, reconstruction of special features, dismantling of the existing curb, stockpiling of stone, removal of stones from the compensation for all labor, materials, and equipment, including documenting and

The price so-stated constitutes full linear foot (LNFT).for at the contract unit price per

. The accepted quantity of “Historic curb and gutter”will be paid BASIS OF PAYMENT

Plans, these Specifications and/or as directed by the Engineer.

(measured along the centerline of the curb) actually placed in accordance with the

“Historic curb and gutter” will be measured either by the number of linear feet

. METHOD OF MEASUREMENT

where concrete pavement is constructed.

Contractor has the option of thickening the curb and gutter as

Longitudinal construction joint and #4 x 3'-0" bars @ 2'-6" ctrs., shown.

1'-9" 9"

2'-6" ƒ

Smooth Finish (Steel trowel) ƒ

COMBINED CURB & GUTTER (HISTORIC TYPE B)

E d g e o f p a v e m e n t

" R

Top of expansion joint filler

Long. const. joint

Extension of pavement subgrade

TYPICAL SECTION

If constructed monolithically, the longitudinal joint is not required.

(3'-6" WIDTH)

w/ Type N Mortar

Historical Limestone 4" to 6" Thick

12" w/ Type N Mortar

Historical Limestone 4" to 6" Thick

Note: Conc. C.&G. contains 0.085 cu. yds. Conc. Grade 3.0 (AE) per lin.ft.

Note: Conc. C.&G. contains 0.071 cu. yds. Conc. Grade 3.0 (AE) per lin.ft.

where concrete pavement is constructed.

Contractor has the option of thickening the curb and gutter as

Longitudinal construction joint and #4 x 3'-0" bars @ 2'-6" ctrs., shown.

COMBINED CURB & GUTTER (HISTORIC TYPE C)

E d g e o f p a v e m e n t

Long. const. joint

Extension of pavement subgrade

TYPICAL SECTION

If constructed monolithically, the longitudinal joint is not required.

(1'-6" WIDTH)

12"

Note: Conc. C.&G. contains 0.047 cu. yds. Conc. Grade 3.0 (AE) per lin.ft.

6" w/ Type N Mortar in Conc. 3.0 Cradle

Historical Limestone 4" to 6" Thick

Fort Riley Directorate of Public Works

DETAIL SHEET

HISTORICAL CURB & GUTTER

KANSAS

STATE PROJECT N0.

SHEETS

TOTAL

SHEET NO.YEAR