Amendment A002.pdf

E-15

CA FLAP SD SR 94(1)

SR 94 Camp Road SDNWR Parking Lot

(e) Archaeological Monitoring. Add the following:

A qualified archaeologist and a Native American (Kumeyaay Nation) monitor will be provided by US Fish and Wildlife Service and will be present during excavation to ensure no adverse effects to cultural resources occur. In the event of an inadvertent discovery, all appropriate actions as required by current state and federal regulations will be implemented.

Coordinate with the CO when excavations will be scheduled such that the monitors can be advised at least 14 days in advance of the excavation.

107.11 Protection of Forests, Parks, and Public Lands. Add the following:

The SDNWR fire prevention plan involving emergency curtailment of operations is included in Appendix A and is in effect on this project. The CO will order the suspension of burning and other operations when directed to do so by the National Wildlife Refuge. No adjustment in the contract completion date will be made for partial or total suspensions of burning operations.

Section 108. — PROSECUTION AND PROGRESS

108.01 Commencement, Prosecution, and Completion of Work. Add the following:

Limit operations as follows:

(a) Maintain access at all times for emergency services, utility maintenance crews, and USFWS personnel during construction.

(b) Prior to starting any work operations in preparation of asphalt paving, a Job-Mix Formula for the pavement design must be approved, and a proposed construction schedule approved by the CO demonstrating how paving operations will be completed such that no portion of a paved surface is left unpaved for more than 14 days.

(c) SR 94 is a main route for area schools, in particular Steele Canyon High School. On school days, perform no traffic control restrictions for two hours preceding the start of school. This is typically 5:30 to 7:30 am on weekdays except Wednesdays, where the start time is delayed so the restriction is in effect from 7:00 to 9:00 am.

(d) Complete all vegetation removal prior to February 15. No vegetation removal is allowed between February 15 and September 1.

(e) SR 94 is a Caltrans maintained state route. Adhere to Caltrans requirements for maintained the roadway open to the public by abiding by the requirements specified in Appendix B of these SCRs, which is a modified extraction of the Caltrans Specifications for Maintaining Traffic.

Amendment A002 11/19/2019

Eric.Grosskreuz Cross-Out

Eric.Grosskreuz Cross-Out

E-55

CA FLAP SD SR 94(1)

SR 94 Camp Road SDNWR Parking Lot broken or dotted pavement lines from end to end of the line including gaps. Measure solid pavement lines from end to end of each continuous line. For wide lines (12 inches (300 millimeters) in width or greater), adjust the measured length of line in the ratio of the required width to 4 inches (100 millimeters).

Section 635. — TEMPORARY TRAFFIC CONTROL

Description

635.01 Delete the second paragraph and substitute the following:Arrow board, portable changeable message sign, radar speed feedback sign (see 635.01 page E-55(a)), barricade, and warning light types are designated in the MUTCD.

Material

635.02 Delete the Subsection and substitute the following:

635.02 Conform to the MUTCD and the following Sections and Subsections:

Concrete barrier (temporary) 618 Delineator and object marker retroreflectors 718.08 Guardrail (temporary) 617 Retroreflective sheeting 718.01 Sign panels 718.03 Sign posts 718.04 Sign hardware 718.06 Temporary plastic fence 710.11 Temporary pavement markings 718.16

Construction Requirements

635.07 Construction Signs. Delete the first paragraph and substitute the following:

Fabricate and install sign panels according to Subsection 633.05. Use Type III, IV, VIII, IX, or XI prismatic retroreflective sheeting. Use fluorescent sheeting for orange signs. For roll-up signs, use fluorescent Type VI retroreflective sheeting.

Add the following:

Provide the same type of sheeting on all post-mounted construction signs that pertain to the project.

Use crashworthy posts within the traversable area adjacent to traffic.

Amendment A002 11/19/2019

Amendment A002 11/19/2019

E-55(a)

635.01 Add the following:

This work also includes installing Radar Speed Feedback Sign (Changeable Message Sign).

Add the following:

Furnish Radar Speed Feedback Signs (RSFS), including all pertinent installation hardware with the following attributes:

a. MUTCD compliant for color, location, legibility, light conditions, design, and installation requirements

b. Solar powered

c. 18-inch minimum height speed characters

d. Commercially available

e. Breakaway pole or post mounted

f. Lettering size meeting the minimum design speed requirements

g. Red and blue strobe feedback/alert message

h. Combine with “YOUR SPEED XX MPH” message

Affix solar panels to ensure the solar panels cannot be easily tampered with. Driver’s speed (in mph) shall be displayed back with 18-inch minimum height characters and designed for speeds 35 mph and above. Furnish signs with RED and BLUE light bar violator alerts. Program the display with flashing RED and BLUE lights on the display when Driver’s speed exceeds the posted speed limit. In addition, provide equipment with batteries that are considered maintenance-free, and have a minimum of a 3-year manufacturer’s warranty. Provide submittal of Radar Speed Feedback Sign for CO approval.

When project has received FINAL ACCEPTANCE, the RSFS shall become property of the contractor.

Layout Line 42'f-60.00

N 1846812.92 E 6349379.85

Landscape Edging, Metal, 72 LF /See fpecial 609-A

Landscap�' Edgirjg, Metal, 65 LF / ��e Special 609-A

/J)1n/ta11 ?4''x14' CMP : Eni,SectJOn, Lt. & Rt.

Placed �fprap1_Class 2, 3.6 CUYD

"' 324 � 1------1

320 1------I••······

Pede

R=200'

Parking Access Road LayoutUne

Curb, Concrete, 12-Inch Depth, (6x) 50 LF

Minor Concrete Pavement Reinforced, 6-Inch Depth, 67 SQYD

Minor Concrete Pavement Reinforced, 8-lnch Depth, 133 SQYD

Sidewalk, Decomposed Granite (4-Inch Depth)

STATE PROJECT

CA FLAP SD SR94( 1)

SHEET

NUMBER

D3

Curve = Parking Access-!

PI 47+14.79

Curb, Concrete, 14-Inch Depth,� LF

Landscape Edging, Metal, 213 LF See Special 609-A

N 1846523.28 E 6349730.48 f). = 18°38'20.25" (RT) R = 200.00' T = 32.82' L = 65.06'

20' 0

Scale in Feet

NOTE:

* Paid for as Curb, Concrete, 14-Inch Depth

(D See Sheet Zl for pipe profile.

'. '. . ... � ... ... L

40'

-8%

Amendment A002 11/19/2019 paul.winckler Stamp

Amendment A002 11/19/2019

Amendment A002 11/19/2019