The standards and details referred to in this chapter, and elsewhere in this code, covering the plans and specifications for construction, improvement and/or repair or replacement of various public properties and ways, specifically: sanitary sewers, water mains, storm sewers, streets, streets and curbing and street openings are as hereinafter set out in full. (Ord. 95-2684, 9-5-1995)
PAVEMENT STANDARDS - DETAIL NO. 1 (REVISED)
CLASSIFICATION | MINIMUM STRUCTURAL NO. Dt(2) | MINIMUM PAVEMENT CONSTRUCTION(1)
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CLASSIFICATION | MINIMUM STRUCTURAL NO. Dt(2) | MINIMUM PAVEMENT CONSTRUCTION(1)
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RESIDENTIAL - SINGLE FAMILY | ||
Driveways | Per Zoning Code Section 5-13-1-5-C | 4" Portland Cement Concrete; 4" CA-6 Stone Base and 2" Class I Bituminous Surface Course. 8" CA-6 Stone Base, 11/2" Sand Base and Pavers. |
Cul-De-Sacs & Local Streets | 3.00 | 12" CA - 6 Cr. Stone & 2" Cl. I Bituminous Binder Course, 2" of Cl. I Bituminous Surface Course with Area Reflective Crack Control Treatment. |
Collector Street | 4.00 | 7" B.A.M. (M.S. 1500) 2" of Cl. I Bituminous Binder Course, 2" of Cl. I Bituminous Surface Course, & 4" of CA-6 Cr. Stone Sub-Base with Area Reflective Crack Control Treatment. |
Arterial Streets | 4.30 | 8" B.A.M. (M.S. 1500), 2" Cl. I Bituminous Binder Course, 2" of Cl. I Bituminous Surface Course, & 4" of CA-6 Cr. Stone Sub-Base with area Reflective Crack Control Treatment. |
RESIDENTIAL - MULTI FAMILY | ||
Parking & Drives | 2.24 | 8" CA-6 Cr. Stone & 3" of Cl. I Bituminous Surface Course. |
Cul-De-Sac & Local Streets | ||
Main Access Drives | 3.00 | 12" CA-6 CR. Stone & 2" Cl. I Bituminous Binder Course, 2" Cl. I Bituminous Surface Course with Area Reflective Crack Control Treatment. |
Collector Streets | 4.00 | 7" B.A.M. (M.S. 1500) 2" of Cl. I Bituminous Binder Course, 2" of Cl. I Bituminous Surface Course & 4" of CA-6 Cr. Stone Sub-Base with Area Reflective Crack Control Treatment. |
Arterial Streets | 4.30 | 8" B.A.M. (M.S. 1500), 2" Cl. I Bituminous Binder Course, 2" Cl. I Bituminous Surface Course, & 4" of CA-6 Cr. Stone Sub-Base with Area Reflective Crack Control Treatment. |
COMMERCIAL, OFFICE & OFFICE RESEARCH | ||
Parking & Drive | 2.50 | 10" CA-6 Cr. Stone & 3" of Cl. I Bituminous Surface. |
Cul-De-Sacs & Local Streets | 4.00 | 7" B.A.M. (M.S. 1500), 2" Cl. I Bituminous Binder Course, 2" of Cl. I Bituminous Surface Course & 4" of CA-6 Cr. Stone Sub-Base with Area Reflective Crack Control Treatment. |
Truck Loading areas | ||
Trash pick up areas | 3.52 | 8" B.A.M. (M.S. 1500), 1.5" of Cl. I and Bituminous Surface Course & 4" of CA-6 Cr. Stone Sub-Base. |
Collector Streets | 4.00 | 7" B.A.M. (M.S. 1500), of 2" Cl. I Bituminous Binder, and 2" of Cl. I Bituminous Surface Course, 4" of CA-6 Cr. Stone Sub-Base with Area Reflective Crack Control Treatment. |
INDUSTRIAL | ||
Parking & Drive | 2.50 | 10" CA-6 Cr. Stone & 3" of Cl. I Bituminous Surface. |
Truck Loading areas | ||
Trash pick up areas | 3.52 | 8" B.A.M. (M.S. 1500), 1.5" of Cl. I and Bituminous Surface Course & 4" of CA-6 Cr. Stone Sub-Base. |
Cul-De-Sacs & Local Streets | 4.00 | 7" B.A.M. (M.S. 1500), 2" Cl. I Bituminous Binder Course & 2" of Cl. I Bituminous Surface Course & 4" of CA-6 Cr. Stone Sub-Base with Area Reflective Crack Control Treatment. |
Collector Streets | 4.00 | 7" B.A.M. (M.S. 1500), 2" Cl. I Bit. Binder, 1.5 2" Cl. I Bit. Surface, & 4" of CA-6 Cr. Stone Sub-Base with Area Reflective Crack Control Treatment. |
(Ord. 95-2684, 9-5-1995; amd. Ord. 98-3002, 6-15-1998)