PERMFILE63963

• Permit No: C1981022
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Doc Name: CDOT
• Section_Exhibit Name: Exhibit 2.03-E4 Part 8
• Media Type: D
• Archive: No

PERMIT NO. 393130
1 Driveway shall be constructed *• feet wide with ~* foot
radii. Surfacing for driveway approach is required as
follows: 12" of class 1 gravel in 2, 6" lifts; 6" of class
• 6 gravel in 1, 6" lifts.
2 Also 4" of HBP in 2, 2" lifts of grade E, EX, or
. equivalent. The asphalt cement in the HBP shall be AC 10.
3 Fill/cut slopes shall be at a 6:1 slope on the roadway and
at 6:1 on the access approach.
4 •+ »» Per plans submitted.
5 Highway widening for the right turn deceleration lane shall
be *• feet wide and +* feet long, including a +* foot taper.
6 Lanes shall be constructed as per Colorado Department of
Transportation specifications, with the following material
placed for final grade: 12" ABC, Class 1; 6" ABC, Class 6;
and 4" of HBP, Grading E or EX place in the following
lifts: 2 6" lifts class 1; 1 6" lift class 6; 2 2" lifts
HBP. Shoulders along the speed change lanes shall be 4 feet
wide and paved. The new pavement shall slope on the same
plane as the present pavement surface. The entire roadway
shall be overlaid with 1.5" of HBP. A REGISTERED
PROFESSIONAL ENGINEER must provide construction, striping
and signing plans to the Colorado Department of
Transportation for approval 45 days prior to construction.
Design plans must included but not limited to, layout of
speed change lanes, utility locations, drainage present and
proposed, right of way lines present and proposed, traffic
control devices, cross sections on 50 foot intervals and
clear zone analysis (Par 4.10.17 2 CCR 601-1). The
placement of striping on the new pavement must be verified
and accepted by the Colorado Department of Transportation 24
hours prior to actual striping. A traffic control plan must
be prepared by an American Traffic Safety Services
Association (ATSSA) certified individual or Professional
Traffic Engineer, consistent with the M.U.T. C. D. and
approved by the Department and local issuing authority 7
days prior to any construction within the right of way. A
REGISTERED PROFESSIONAL ENGINEER must provide certification
that all work was done meeting specifications.
CERTIFICATION will be sent to the Colorado Department of
Transportation. OTE: Pavement design for construction may
be modified upon submission of an approved design by a
professional engineer. Such design shall have a Structural
Number no less than 3.36. Written approval of the modified
design is required before construction.
7 No drainage from this site shall enter onto the surface of
the highway. All existing drainages structures shall be
extended to accommodate all new construction and safety
standards.
8 Contractor shall follow the applicable construction
specifications set for by the Department of Transportation
in the latest manual Standard Soec if ications for Road and
Bridce Construction. The property owner is responsible for
any utilities disrupted by the construction of this driveway
and all expenses incurred for repair. Any damage to any
existing highway facilities shall be repaired prior to
continuing other work. Compaction of sub-grade, embankments
and backfill shall comply with Section 203 of the Department
of Transportation Standard Specifications. The first 20
feet beyond the closest highway lane, including speed change
lanes, shall slope down and away from the highway at a 23'
grade to ensure proper drainage control. All excavations on
utility lines, culverts, other trenches or tunnels shall
meet the requirements of Colorado Department of
Transportation, OSHA, Colorado Industrial Commission and the
• Colorado Division of Mines, whichever applies. The area
around the new work shall be well graded to drain, top
soiled, fertilized, mulched and reseeded.
9 Compaction of Hot Bituminous Pavement (HBP) shall comply
with Section 401.17 of the Department of Transportation
Standard Specifications. If frost is present in the