Item 04 2023-01258 Contract Budgetary Adjustments and Contract Award Florin Road Pavement Rehabilitation Project (T15215800) [Published for 10-Day Review 10122023] — Sacramento City Council, October 24, 2023

City of Sacramento
City Council - 5PM Report
915 I Street Sacramento, CA 95814
www.cityofsacramento.org
File ID: 2023-01258 10/24/2023 Consent Item 4.

Contract: Budgetary Adjustments and Contract Award: Florin Road Pavement Rehabilitation Project (T15215800) [Published for 10-Day Review 10/12/2023] File ID: 2023-01258
Location: District 5, Represented by Councilmember Maple; District 8, Represented by Councilmember Vang
Recommendation: Adopt a Resolution: 1) approving the Plans and Specifications for the Florin Road Pavement Rehabilitation Project (T15215800); 2) authorizing the City Manager or the City Manager’s designee to increase the revenue and expenditure budget of the Florin Road Pavement Rehabilitation Project (T15215800) by $2,248,000 (Other Capital Grants, Fund );4); 3) authorizing the City Manager or the City Manager’s designee to transfer $3,742,000 (Roadway Maintenance and Rehabilitation Act, Fund 2036) from the expenditure budget of the Transportation Corridor Program (R15200000) to the expenditure budget of the Florin Road Pavement Rehabilitation Project (T15215800); 4) awarding the construction contract for the Florin Road Pavement Rehabilitation Project (T15215800) to O.C. Jones and Sons, Inc. for an amount not to exceed $4,208,129 and; 5) authorizing the City Manager or the City Manager’s designee to execute the construction contract for the Florin Road Pavement Rehabilitation Project (T15185800).

Contact: William Shunk, Senior Engineer (916) 808-2986, [email protected]; Ofelia Avalos, Engineering Services Manager (916) 808-5054, [email protected], Department of Public Works
Presenter: None.

Attachments:
1-Description/Analysis
2-Resolution
3-Project Plans
4-Construction Contract
Description/Analysis
Issue Detail: Florin Road between 24th Street and Munson Way was identified in the Vision Zero Action Plan as one of the City’s top five high injury corridors. Between 2009 and 2017, 16 crashes within the project’s limits resulted in a fatality or severe injury, eight of which involved a person walking or biking. The Florin Road Pavement Rehabilitation Project (T15215800) is the first of two

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File ID: 2023-01258 10/24/2023 Consent Item 4.
walking or biking. The Florin Road Pavement Rehabilitation Project (T15215800) is the first of two projects that will address this issue by slowing down automobile traffic, modernizing signal equipment, and improving bicycle facilities. The project will include an asphalt overlay of Florin Road between 24th Street and Munson Way, close gaps in the City’s bicycle lane network, improve curb ramps to meet Americans with Disabilities Act (ADA) standards, upgrade signal equipment, install advanced dilemma zone detection, and connect existing and future traffic signals to the City’s Traffic Operations Center.

The project plans and specifications have been completed and are included as Attachment 3.

Construction of the project is being funded with a combination of State Local Partnership Program (LPP) funds matched with Roadway Maintenance and Rehabilitation Act (RMRA) funding.

Appropriation of the LPP funds and transfer of RMRA funds are needed to construct the project.

The project was advertised for construction and received eight bids. Staff recommends awarding the construction contract to O.C. Jones and Sons, Inc.

Policy Considerations: The Florin Road Pavement Rehabilitation Project is consistent with the City General Plan goals and key policies of operating and maintaining streets and roadways that accommodate and promote safe and convenient travel for all users. The projects will help manage safe operating conditions on Florin Road (General Plan M 1.1.2), improve pedestrian safety at intersections and crossings (General Plan M2.1.7), and ensure traffic signal operations that consider the safe and efficient travel for all modes (General Plan M 4.4.4).

The action is consistent with the adopted Vision Zero goal to work collaboratively in a data-driven effort to eliminate traffic fatalities and serious injuries by 2027, including to develop designs and secure grant funding for the first Top five priority corridors, with a focus on roadway designs for reduced speeds (2.2).

The Sacramento City Code Section 4.04.020 and Council Rules of Procedure (Chapter 7, Section E.2.d) mandate that unless waived by a 2/3 vote of the City Council, all labor agreements, and all agreements greater than $1,000,000 shall be made available to the public at least ten (10) days prior to council action. This item was published for 10-day review on October 12, 2023, in compliance with the City Code.

Economic Impacts: This new infrastructure is expected to create 16.83 total jobs (9.68 direct jobs and 7.15 jobs through indirect and induced actives) and create $2,598,246.13 in total economic output ($1,637,694.40 of direct output and another $960,551.73 of output through indirect and induced activities).

The indicated economic impacts are estimates calculated using a calculation tool developed by the Center for Strategic Economic Research (CSER). CSER utilized the IMPLAN input-output model (2009 coefficients) to quantify the economic impacts of a hypothetical $1 million of spending in various construction categories within the City of Sacramento in an average one-year period. Actual

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File ID: 2023-01258 10/24/2023 Consent Item 4.
various construction categories within the City of Sacramento in an average one-year period. Actual impacts could differ significantly from the estimates and neither the City of Sacramento nor CSER shall be held responsible for consequences resulting from such differences.

Environmental Considerations:

California Environmental Quality Act (CEQA): The City of Sacramento Environmental Planning Services has reviewed this project and determined that it is exempt from the provisions of CEQA under Class 1, Section 15301 which consists of the operation, repair, maintenance, or minor alteration of existing public or private structures or facilities involving negligible or no expansion of existing or former use.

Sustainability: The project is consistent with the City’s goals to promote walking and bicycling, and to create a healthier urban environment by eliminating pedestrian barriers with the construction of safe pedestrian crossings. The project will reduce dependence on the private automobile, decrease the use of fossil fuels, and encourage active modes of transportation.

Commission/Committee Action: The project was included as an informational item at the October 4, 2023, meeting of the Sacramento Disabilities Advisory Commission.

Rationale for Recommendation: The City Council action is required to perform the budgetary adjustments necessary to award and complete construction of the Florin Road Pavement Rehabilitation Project which includes appropriation of $2,248,000 in LPP construction funding (Other Capital Grants, Fund 3704) and the transfer of $3,742,000 in RMRA (Roadway Maintenance and Rehabilitation Act, Fund 2036) funding from the Corridor Program.

The project was advertised for construction with an engineer’s estimate of $5,330,000 and a local business enterprise goal (LBE) of 5%. A total of eight bids were received on August 9, 2023, as summarized below:

Contractor Bid LBE (5%
Minimum)
O. C. Jones and Sons, Inc. $4,208,128.60 15.5%
McGuire and Hester $4,510,704.00 54.9%
All-American Construction, Inc. $4,575,176.65 10.8%
George Reed, Inc. $4,977,272.00 57.2%
Martin Brothers Construction $5,083,075.50 55.5%
United Pavement Maintenance $5,086,159.00 12.1%
Granite Construction $5,147,146.00 68.0%
DeSilva Gates Construction $5,280,280.00 1.7%

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File ID: 2023-01258 10/24/2023 Consent Item 4.

All bidders except for DeSilva Gates Construction met the required bid conditions. Staff recommends that the construction contract be awarded to the lowest responsive and responsible bidder, O.C.

Jones and Sons, Inc. Construction is anticipated to begin November 2023 and be completed by October 2024.

Financial Considerations: The estimated total cost to complete this first phase of the Florin Road Pavement Rehabilitation Project (T15215800) is approximately $6,345,000. By approving the budgetary adjustments for $2,248,000 (Other Capital Grants, Fund 3704), and the transfer of $3,742,000 (Roadway Maintenance and Rehabilitation Act, Fund 2036) from the expenditure budget of the Transportation Corridor Program (R15200000) to the expenditure budget of the Florin Road Pavement Rehabilitation Project (T15215800), there will be sufficient funding to award the construction contract to O.C. Jones and Sons, Inc. for an amount not to exceed $4,208,129.

There is sufficient funding within the Transportation Corridor Program (R15200000) to support the transfer of $3,742,000 (Roadway Maintenance and Rehabilitation Act, Fund 2036) to the Florin Road Pavement Rehabilitation Project (T15215800).

No General Funds are planned or allocated to this project.

Local Business Enterprise (LBE): The City’s LBE requirement for this project is 5%. O.C. Jones and Sons, Inc. has pledged a 15.5% LBE participation for this project.

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Version Dated 10/16/19
RESOLUTION NO.

Adopted by the Sacramento City Council
BUDGETARY ADJUSTMENTS AND CONTRACT AWARD: FLORIN ROAD PAVEMENT REHABILITATION PROJECT (T15215800)

BACKGROUND
A. Florin Road between 24th Street and Munson Way was identified in the Vision Zero Action Plan as one of the City’s top five high injury corridors. Between 2009 and 2017, 16 crashes within the project’s limits resulted in a fatality or severe injury, eight of which involved a person walking or biking. The Florin Road Pavement Rehabilitation Project (T15215800) is the first of two projects that will address this collision history by slowing down automobile traffic, modernizing signal equipment, and improving bicycle facilities.

B. The project will include an asphalt overlay of Florin Road between 24th Street and Munson Way, close gaps in the City’s bicycle lane network, improve curb ramps to meet Americans with Disabilities Act (ADA) standards, upgrade signal equipment, install advanced dilemma zone detection, and connect existing and future traffic signals to the City’s Traffic Operations Center.

C. The project plans and specifications have been completed.

D. Construction of the project is being funded with a combination of State Local Partnership Program (LPP) and Roadway Maintenance and Rehabilitation Act (RMRA) funding.

Budgetary adjustments of the LPP funds and transfer of RMRA funds are needed to construct the project.

E. The project was advertised for construction with an engineer’s estimate of $5,330,000 and a local business enterprise goal (LBE) of 5%. A total of eight bids were received on August 9, 2023, as summarized below:

Contractor Bid
LBE
(5%
Minimum)
O. C. Jones and Sons, Inc. $4,208,128.60 15.5%
McGuire and Hester $4,510,704.00 54.9%
All-American Construction, Inc. $4,575,176.65 10.8%
George Reed, Inc. $4,977,272.00 57.2%
Martin Brothers Construction $5,083,075.50 55.5%
United Pavement Maintenance $5,086,159.00 12.1%
Granite Construction $5,147,146.00 68.0%
DeSilva Gates Construction $5,280,280.00 1.7%
Version Dated 10/16/19
F. Staff recommends that the construction contract be awarded to the lowest responsive and responsible bidder, O.C. Jones and Sons, Inc.

BASED ON THE FACTS SET FORTH IN THE BACKGROUND, THE CITY COUNCIL RESOLVES AS FOLLOWS:

Section 1. Plans and Specifications for the Florin Road Pavement Rehabilitation Project (T15215800) are approved.

Section 2. The City Manager or the City Manager’s designee is authorized to increase the revenue and expenditure budget of the Florin Road Pavement Rehabilitation Project (T15215800) by $2,248,000 (Other Capital Grants, Fund 3704).

Section 3. The City Manager or the City Manager’s designee is authorized to transfer $3,742,000 (Roadway Maintenance and Rehabilitation Act, Fund 2036) from the expenditure budget of the Transportation Corridor Program (R15200000) to the expenditure budget of the Florin Road Pavement Rehabilitation Project (T15215800).

Section 4. The construction contract for the Florin Road Pavement Rehabilitation Project (T15215800) is awarded to O.C. Jones and Sons, Inc. for an amount not to exceed $4,208,129.

Section 5. The City Manager or the City Manager’s designee is authorized to execute the construction contract for the Florin Road Pavement Rehabilitation project (T15185800).

T-1
36 FLORIN ROAD

IMPROVEMENT PLANS FOR

STANDARD ABBREVIATIONS
PN: T15215801
GENERAL NOTES:

DESCRIPTION EXISTING PROPOSED

SHEET INDEX
LEGEND

PAVEMENT REHABILITATION
Digitally signed by Judith MatsuiDruryDate: 2023.07.14 15:08:54 -07'00' John Matoba 2023.07.18 11:04:54 -07'00'
Digitally signed by Brett Grant Date: 2023.07.18 09:51:01 -07'00' Digitally signed by David Edroslan Date: 2023.07.21 13:23:09 -07'00'

PROJECT CONTROL DIAGRAM
PC-1
2 36
GENERAL NOTES: LEGEND: BASIS OF BEARING

SURVEY CONTROL TABLE

LINE DATA CURVE DATA
X-1
3 TYPICAL SECTIONS 36

FLORIN ROAD
GENERAL NOTES: DESIGN DESIGNATIONS:

FLORIN ROAD

FLORIN ROAD
X-2
4 TYPICAL SECTIONS 36

FLORIN ROAD
24TH STREET
LAYOUT
L-1
5 36
LEGEND:

GENERAL NOTES:

L-2
6 LAYOUT 36
GENERAL NOTES:

L-3
7 LAYOUT 36
GENERAL NOTES:

C-1
8 36

MEDIAN ISLANDMEDIAN ISLAND

MEDIAN ISLAND
GENERAL NOTES:

LEGEND:

MINOR CONCRETE (MEDIAN)

UTILITY CURB CROSSING

CONSTRUCTION DETAILS
C-2
9 36

MEDIAN ISLAND

MEDIAN TEXTURED PAVING

CONSTRUCTION DETAILS
36 CR-1
10 CURB RAMP DETAILS
LEGEND:

GENERAL NOTES:
36 CR-2
11 CURB RAMP DETAILS

TRUSTED ENGINEERING ADVISORS
CR-3

DRAINAGE AND UTILITY PLAN
DU-1
13 36
DU-2
14 DRAINAGE AND UTILITY PLAN 36
DU-3
15 DRAINAGE AND UTILITY PLAN 36
DU-4
16 DRAINAGE AND UTILITY PLAN 36

ADJUST IRRIGATION

SIGNING AND STRIPING
SS-1
17 36
GENERAL NOTES SIGNING AND STRIPING:

SIGNING AND STRIPING
SS-2
18 36
SIGNING AND STRIPING NOTES:

R4-7C
R6-1
RR
LEGEND:

R3-7
R118 (CA)
R4-4
R81 (CA)
R81B (CA)
R28 (CA)
R81 (CA)
R81A (CA) R2-1(40)
R26(CA) "BUS STOP"
R73-3(CA)
MAS
D3-1 (24TH St)
MAS
D3-1 R26(CA)
D3-1 (FLORIN Rd)
MAS
D3-1
R10-15
*R73-2(CA)
R6-1R
D3-1 (24TH St)
MAS
R73-3(CA)
R6-1R D3-1
D3-1 (FLORIN Rd)
MAS
D3-1 R73-3(CA)
R6-1R
LOOK
R26 (CA)
R73-3 (CA)
C47C (CA)
SS-3
19 36
R4-7C

SIGNING AND STRIPING
R6-1RR6-1R
R4-7
R4-7
R3-4
R4-7
"BUS STOP"
R26(CA)
R3-5
"BUS STOP"
R26(CA)
R3-7
R118(CA)
R81 (CA)
R81 (CA)
R81 (CA)
R26 (CA)
R26(CA)
"BUS STOP"
R2-1 (40)
R26 (CA)
W10-1
W10-9P
"BUS STOP"
"BUS STOP"
R26(CA)
R1-1D3-1D3-1
D3-1 (WOODBINE Ave)
MAS
R73-3(CA)
MAS
R81(CA)
R26(CA) R26(CA)
D3-1D3-1
R26(CA)
R26(CA)
R9-3
R9-3bP
D3-1 (FLORIN Rd)
MAS
R3-4MAS
D3-1 (WOODBINE Ave)
MAS
R73-2(CA)
MAS
R81(CA)
R9-3
R9-3bP
R1-1D3-1D3-1
R10-15
R73-3(CA)
MAS
D1-2 (INDIAN Ln/
29TH St)
MAS
D3-1
R61-15(CA)
MAS
D3-1 (FLORIN Rd)
MAS
R10-15L
MAS
R26(CA)
D1-2 (29TH St /
INDIAN Ln)
MAS
SR39A(CA)
MAS
D3-1 (FLORIN Rd)
MAS
R61-7(CA)
MAS
R10-15L
MAS
SS-4
20 SIGNING AND STRIPING 36
R9-3R9-3
R9-3bPR9-3bP
R3-4
R9-3
R9-3bP
R6-1
R9-3
R9-3bP
R4-7
R4-7
R4-7
R81 (CA)
R81 (CA)
SW24-1 (CA)
"BUS STOP"
R26 (CA)R81 (CA) R26 (CA) R26(S) (CA) R26(S) (CA)
R26(S) (CA) R26(S) (CA)
"BUS STOP"
R26 (CA)
R28 (CA)
R26 (CA)
W1-7
N-2 (CA)
"BUS STOP" W10-1 W10-9P
R26 (CA)
R9-3R9-3
R9-3bPR9-3bP
R15-P1 R15-1P
R15-1P
R15-1P
R61-19(CA)
MAS
D3-1
R26(CA)
R3-18
MAS
D3-1
R81(CA)
R26(CA)
R9-3
R73-2(CA)
MAS
D3-1
(LUTHER Dr)
MAS
R9-3
R26(CA)
R9-3
R26(CA)
SR39A(CA)
MAS
R9-3R9-3
R26(CA)
R3-18
MAS
R9-3
D3-1
(LUTHER Dr)
MAS
D3-1 (FLORIN Rd)
MAS
R9-3
R26(CA)
R61-19(CA)
MAS
W10-1
W10-9P
R15-8R15-8
R15-8
R9-3bP
R8-8
W10-9P
R15-8
R4-7
R61-9 (CA)
R3-3
R4-7
R8-8 W10-9P
W10-9P
R15-8R15-8
R26(CA)
R15-8
R15-8
R8-8
W10-9P
R8-8
C47C (CA)
SS-5
21 SIGNING AND STRIPING 36
R4-7
R6-1R
R1-1
D3-1D3-1
R81(CA)
R6-1R
-
-

ABBREVIATIONS
##FOC - ## STRAND FIBER OPTIC CABLE PROPOSED EXISTING

VIDEO DETECTION ZONE
(PER CITY STANDARD DRAWING E-160)

BIKE/ VEHICLE VIDEO DETECTION ZONE
(PER CITY STANDARD DRAWING E-160)
LEGEND
SEE ALSO CITY STANDARD DRAWING E-110 AND CALTRANS STANDARD PLANS ES-1A, ES-1B, & ES-1C.

JOHN MATOBA, E 16605

SENIOR ELECTRICAL ENGINEER

DEPARTMENT OF PUBLIC WORKS
Exp.

EGIST ERED PROFESSIONA L ENGI NEE
R

C I V I L
No. 90527
S T A
T E

O F C A L IFOR NIA
&#0+'. .'' /742*;
12-31-23
1013 Galleria Blvd Roseville, CA 95678
Suite 255 (916) 773-1900
PLOT DATE: Jul 10, 2023-06:42:34pm CAD FILE: 4137A_TS.dwg CALL GI D OU EFORE Y BUnderground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG TRAFFIC IMPROVEMENT PLANS FOR FLORIN VISION ZERO SAFETY FROM FLORIN ROAD TO FRANKLIN BOULEVARD ACCEPTEDBY: DATE PN: T15215801 M. HARRIOTT 92967 07/10/2023
CITY OF SACRAMENTO GENERAL NOTES:

1. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST CITY OF SACRAMENTO STANDARD SPECIFICATIONS (2020), THE

LATEST CITY OF SACRAMENTO TRAFFIC SIGNAL STANDARDS, THE LATEST OF CITY OF SACRAMENTO QUALIFIED PARTS LISTS, AND LATEST CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS (2022), AS SHOWN HEREON, AND IN THE SPECIAL PROVISIONS, UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL OBTAIN AND USE ALL APPLICABLE ADDENDUMS.

2. THE CONTRACTOR SHALL BE IN RECEIPT OF CITY ACCEPTED PLANS PRIOR TO BEGINNING CONSTRUCTION WITHIN THE STREET RIGHT-OF-WAY.

ACCEPTANCE OF PLANS BY THE CITY OF SACRAMENTO IS BASED ON THE ASSUMPTION THAT THE INFORMATION CONTAINED ON THE PLANS AND SUPPORTING DOCUMENTS IS CORRECT, AND DOES NOT SUBROGATE THE DESIGN ENGINEER'S RESPONSIBILITY FOR THIS PROJECT.

3. CONTACT THE CITY OF SACRAMENTO CONSTRUCTION SECTION AT (916)808-8300 TWO (2) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION.

4. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL EXISTING UTILITIES AND FOR THE PROTECTION OF AND REPAIR OF DAMAGE TO THEM. CONTACT UNDERGROUND SERVICE ALERT 1-800-642-2444, 48 HOURS BEFORE WORK IS TO BEGIN.

5. RESPONSIBILITY FOR FINAL ACCEPTANCE OF LINE AND GRADE BY THE CITY OF SACRAMENTO WILL BE ASSUMED ONLY IF CONSTRUCTION STAKES ARE SET BY THE CITY SURVEY CREWS OR THEIR DESIGNATED REPRESENTATIVE. CITY WILL SET CONSTRUCTION STAKES ONLY IF SO INDICATED ON THE "NOTICE TOPROCEED" WITH CONSTRUCTION ISSUED FOR THIS PROJECT. CONTACT CITY OF SACRAMENTO CONSTRUCTION SECTION TWO (2) WORKING DAYS IN ADVANCE FOR CONSTRUCTION STAKES WITHIN PUBLIC RIGHT-OF-WAY.

6. FOR ALL TRENCH EXCAVATIONS 5 FEET OR MORE IN DEPTH, THE CONTRACTOR SHALL OBTAIN A PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY (2424 ARDEN WAY, SUITE 165, SACRAMENTO, 95825 - PHONE (916)263-2800) PRIOR TO BEGINNING ANY EXCAVATION. A COPY OF THIS PERMIT SHALL BE AVAILABLE AT THE CONSTRUCTION SITE AT ALL TIMES.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND FURNISH, INSTALL, AND MAINTAIN TEMPORARY SIGNS, BRIDGES, BARRICADES, FLAGMEN, AND

OTHER FACILITIES TO ADEQUATELY SAFEGUARD THE GENERAL PUBLIC AND WORK, AND TO PROVIDE FOR THE PROPER ROUTING OF VEHICULAR AND PEDESTRIAN TRAFFIC. CONSTRUCTION OPERATIONS SHALL COMPLY WITH THE WORK AREA AND TRAFFIC CONTROL HANDBOOK (WATCH). THE

CONTRACTOR SHALL PROVIDE TO THE CITY TRAFFIC ENGINEER FOR REVIEW, A PLAN SHOWING TRAFFIC CONTROL MEASURES AND/OR DETOURS FOR VEHICLES AFFECTED BY THE CONSTRUCTION WORK. THE APPROVED PLAN SHALL BE DELIVERED TO THE CONSTRUCTION INSPECTOR PRIOR TO THE IMPLEMENTATION OF TRAFFIC CONTROL MEASURES.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING RECORD DRAWINGS FOR ALL WORK THROUGHOUT THE COURSE OF CONSTRUCTION. SUCH

DRAWINGS SHALL RECORD THE LOCATION AND GRADE (CITY DATUM) OF ALL UNDERGROUND IMPROVEMENTS CONSTRUCTED AND SHALL BE DELIVERED TO THE CONSTRUCTION INSPECTOR PRIOR TO, AND IN CONSIDERATION OF, THE CITY'S ACCEPTANCE OF WORK.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS OR MARKERS DURING CONSTRUCTION.

10. IF UNUSUAL AMOUNTS OF BONE, STONE OR ARTIFACTS ARE UNCOVERED, WORK WITHIN 50 METERS OF THE AREA SHALL CEASE IMMEDIATELY AND A

QUALIFIED ARCHAEOLOGIST SHALL BE CONSULTED TO DEVELOP, IF NECESSARY, MITIGATION MEASURES TO REDUCE ANY ARCHAEOLOGICAL IMPACT TO A LESS THAN SIGNIFICANT EFFECT BEFORE CONSTRUCTION RESUMES IN THE AREA.

11. CONTRACTOR SHALL BLOW OUT AND CLEAN EXISTING CONDUITS WITHIN THE INTERSECTION, AND ADDITIONAL CONDUIT THAT WILL BE USED IN CONSTRUCTING THIS PROJECT. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY BROKEN CONDUIT AS REQUIRED BY THE ENGINEER.

12. IF WORK SHOWN ON THESE PLANS HAS NOT COMMENCED WITHIN TWO YEARS FROM THE DATE OF THE CITY'S ACCEPTANCE OF THE PLANS, A SUBSEQUENT PLAN REVIEW AT THE CITY'S DISCRETION MAY BE NECESSARY.

13. CONTRACTOR SHALL COMPLY WITH THE CITY OF SACRAMENTO ADMINISTRATIVE AND TECHNICAL PROCEDURES MANUAL FOR GRADING/EROSION AND SEDIMENT CONTROL.

14. COMPACTION OF TRENCH BACKFILL BY MEANS OF JETTING IS NOT PERMITTED WITHIN THE CITY OF SACRAMENTO UNLESS SPECIFICALLY APPROVED IN WRITING BY THE CITY ENGINEER.

15. CONDUIT, PULL BOX, AND CABINET LOCATIONS ARE APPROXIMATE ONLY. ACTUAL LOCATIONS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD.16. THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY.17. ALL CONDUITS SHALL BE SCHEDULE 40 PVC, UNLESS OTHERWISE NOTED.18. PULL BOXES LOCATED AT STREET CORNERS SHALL NOT BE PLACED WITHIN THE WHEELCHAIR RAMP.19. DEMOLITION OF EXISTING FEATURES SHALL BE LIMITED TO THE ITEMS SHOWN ON THE PLANS AND DESCRIBED IN THE SPECIAL PROVISIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE ALL EXISTING IMPROVEMENTS DAMAGED BY HIS OPERATIONS, AT HIS EXPENSE.

20. THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR CAPPING AND RELOCATING EXISTING SPRINKLERS AS DIRECTED BY THE ENGINEER.21. UNLESS OTHERWISE SPECIFIED, ALL NEW PULL BOXES SHALL BE No. 6.22. ALL NEW CONDUIT SHALL HAVE A MINIMUM OF 24" OF COVER.23. ALL NEW VEHICLE SIGNAL BACKPLATES SHALL INCLUDE 2" YELLOW RETROREFLECTIVE BORDER.24. WHERE VIDEO DETECTION CAMERAS ARE SHOWN ON THE PLANS, CONTRACTOR SHALL PROVIDE AND INSTALL THE FOLLOWING VIDEO DETECTION EQUIPMENT: AUTOSCOPE VISION VIDEO DETECTION CAMERA, ECONOLITE 28” RISER POLE AND MOUNTING HARDWARE, ECONOLITE VIDEO DETECTION CABLE (3-WIRE), VISION COMM MANAGER, SDLC CABLES, AND ETHERNET CABLES. AN ECONOLITE REPRESENTATIVE SHALL BE ONSITE FOR THE INSTALLATION AND CONFIGURATION OF THE VIDEO DETECTION SYSTEM AT NO ADDITIONAL COST TO THE CITY. THE VIDEO DETECTION SYSTEM SHALL BE CONFIGURED BY THE CONTRACTOR TO DETECT VEHICLES AND BICYCLES. THE SYSTEM SHALL BE PROGRAMMED TO PROVIDE STOPBAR DETECTION. ALLCHANNELS SHALL BE CONFIGURED PER THE CITY'S DETECTOR PROGRAMMING SHEET AND THE CONTRACTOR AND ECONOLITE REPRESENTATIVE SHALL

WORK WITH CITY OF SACRAMENTO TRAFFIC SIGNAL MAINTENANCE SHOP TO ENSURE THE DETECTION CALLS ARE BEING INPUTTED INTO THE CONTROLLER. IN GENERAL, THE CONTRACTOR SHALL PERFORM THE FOLLOWING, IN ADDITION TO THE WORK SHOWN ON THE PLANSET AND THESE SPECIFICATIONS: A) PROVIDE AND INSTALL THE VIDEO DETECTION CAMERA ON THE TRAFFIC SIGNAL MASTARMS WITH THE 28” RISER POLE AND MOUNTING HARDWARE, B) PROVIDE AND INSTALL THE VIDEO DETECTION CABLE FROM THE VIDEO DETECTION CAMERA THRU THE MASTARM, CONDUITS,PULL BOXES, TO TRAFFIC SIGNAL CONTROLLER. NO SPLICES BETWEEN THE CAMERA AND TRAFFIC SIGNAL CONTROLLER, C) PROVIDE AND INSTALL THE VISION COMM MANAGER. CONTRACTOR TO INSTALL POWER TO ALL EQUIPMENT, D) TERMINATE THE VIDEO DETECTION CABLE ON THE VISION COMM MANAGER, E) PROVIDE AND INSTALL CAT 5 ETHERNET CABLE BETWEEN THE VISION COMM MANAGER AND NETWORK SWITCH AND TRAFFIC SIGNAL CONTROLLER, AND F) PROVIDE AND INSTALL SDLC CABLE BETWEEN THE VISION COMM MANAGER AND TRAFFIC SIGNAL CONTROLLER.

E. MORI07/10/23
D. MURPHY07/10/23
TS-1

FLORIN RD - ZERO VISION PROJECT
TRAFFIC SIGNAL AND LIGHTING 22
36 1"=20'N/A
John Matoba 2023.07.1811:05:34 -07'00'
M
M
M
WM
M
M
M
M
M
WM
M
101+00
Ø1.00'
Ø1.00'
Ø1.00'
Ø1.00'
Ø1.00'
Ø1.00'
Ø1.00'
2 12 11 ppb
12 TO TAMOSHANTER WAY
7 4
4 4
R/W
R/W
R/W
6(E)
Ⱦ4P
Ⱦ4P
Ⱦ6P Ⱦ6P
Ⱦ8P
Ⱦ8P
Ⱦ2P
Ⱦ8P
Ⱦ3 Ⱦ8 Ⱦ8
Ⱦ1
Ⱦ6
Ⱦ6
Ⱦ8
Ⱦ7
Ⱦ4 Ⱦ4 Ⱦ7
Ⱦ6
Ⱦ4
Ⱦ5
Ⱦ4
Ⱦ3
Ⱦ2
Ⱦ2
Ⱦ2
Ⱦ5
R/W
R/W
Ⱦ1
Ⱦ8
EXISTING 1.5"C, INTERCONNECT
4 3
8 8
6(E)
3 EXISTING 1.5"C, INTERCONNECT
6(E)
Ø0.58'
11 EXISTING POST AND PPB
ø4 APS (RIGHT) 9
ø6 APS (LEFT) 9
9 ø6 APS (RIGHT)
9 ø6 APS (LEFT)
ø4 APS (LEFT) 9
ø2 APS (RIGHT) 9
8 8
8 8
ø2 APS (LEFT) 10
ø8 APS (RIGHT) 10
Ø0.58'
Ø0.58'
Ø0.58'
Ø0.58'
200' TO

LIMIT LINE
6 4
2 5
Ⱦ2(20)
1 300' TO

LIMIT LINE
6 SEE SHEET TS-13 4
5 Ⱦ2(18)Ⱦ2(17)
1 R/W
R/W
N

GRAPHIC SCALE
20 0
1"=20'
20 40
SPLICE NEW LOOP WIRE TO EXISTING DLC.

EXISTING 2"C WITH 3 DLC, 1#10 G.INSTALL NEW PULL BOX IN PLACE OF EXISTING PULL BOX.PLACE 2-2"C WITH 1 TRACER TAPE EA. (FUTURE FIBER).EXISTING 2"C WITH 2 DLC, 1#10 G.INSTALL NEW DH INTO EXISTING CONDUIT.EXISTING TYPE TS2 TYPE 1 "TYPE R" CABINET WITH TS 2 TYPE 2 CONTROLLER. INSTALL APS CONTROL UNIT IN CONTROLLER CABINET AND LAND APS CONDUCTORS.

INSTALL 2#14 IN EXISTING CONDUIT, UNINTERRUPTED, BETWEEN EACH APS UNIT ANDPOLARA CARD IN CONTROLLER CABINET.REMOVE AND SALVAGE EXISTING PPB. INSTALL NEW APS.INSTALL 5'7" TALL PBA POST AND FOUNDATION.EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR.

INSTALL CONDUIT INTO EXISTING PULL BOX.
123456789
101112
PROJECT NOTES (THIS SHEET ONLY):

JOHN MATOBA, E 16605

SENIOR ELECTRICAL ENGINEER

DEPARTMENT OF PUBLIC WORKS
Exp.

EGIST ERED PROFESSIONA L ENGI NEE
R

C I V I L
No. 90527
S T A
T E

O F C A L IFOR NIA
&#0+'. .'' /742*;
12-31-23
1013 Galleria Blvd Roseville, CA 95678
Suite 255 (916) 773-1900
PLOT DATE: Jul 10, 2023-06:42:35pm CAD FILE: 4137A_TS.dwg CALL GI D OU EFORE Y BUnderground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG TRAFFIC IMPROVEMENT PLANS FOR FLORIN VISION ZERO SAFETY FROM FLORIN ROAD TO FRANKLIN BOULEVARD ACCEPTEDBY: DATE PN: T15215801 M. HARRIOTT 92967 07/10/2023 E. MORI 07/10/23 D. MURPHY 07/10/23 TS-2 FLORIN ROAD AND 24TH STREET TRAFFIC SIGNAL AND LIGHTING 2336 1"=20' N/A

EXISTING PHASE DIAGRAM

APPROACH SPEED
FLORIN ROAD = 45 MPH
Ⱦ1Ⱦ5
Ⱦ2 PED
PED
Ⱦ6 Ⱦ7
PED
Ⱦ4
PED
Ⱦ8
24TH ST
Ⱦ3

FLORIN ROAD
John Matoba 2023.07.1811:06:01 -07'00'
WM
M
WM
M
M
M
M
M
110+00 111+00
Ø1.00'
Ø0.58'
Ø1.00'
b
c

WOODBINE AVE

FLORIN ROAD
1 2
ppb
Ⱦ
6 8
8 9
4 4
3 14
4 8
5 1
2-3"
3 2-3"
4 2-3"
6 2-3"
e
f
g
a
d
8 2
2-3"
5 2-3"
9 9
11 Ⱦ1(33)
Ⱦ1(34)BIKE
Ⱦ6(35)
Ⱦ
6(39)BIKE
Ⱦ6(35)
Ⱦ
6(39)BIKE
Ⱦ
6(39)BIKE
Ⱦ
2 BIKE
Ⱦ2(43) (47)
Ⱦ
2 BIKE
Ⱦ2(43) (47)
Ⱦ5 BIKE
Ⱦ5(41) (42)
Ⱦ
2(47)BIKE
Ⱦ BIKE Ⱦ4(59) 4(63)
Ⱦ BIKE Ⱦ4(59) 4(63)
13 Ⱦ BIKE Ⱦ3(49) 3(50)
Ⱦ2 ppbȾ4 ppb
Ⱦ2
Ⱦ2
Ⱦ2
Ⱦ
4 Ⱦ2
Ⱦ2P
Ⱦ2P
Ⱦ3
Ⱦ
4 Ⱦ5
Ⱦ5
Ⱦ
4 Ⱦ
6 Ⱦ1
Ⱦ
6 Ⱦ
4 Ⱦ
6 Ⱦ6P
6(E)
Ⱦ4P
Ⱦ4 ppb
Ⱦ2 ppb
Ⱦ2 ppb
Ⱦ4P
Ⱦ4 ppb
Ⱦ6P
Ⱦ6 ppb
R/W
6(E)
6(E)
Ⱦ3
Ⱦ1
Ⱦ3
R/W
R/W
R/W
1 2
1 2
6 WM
M
WM
M
M
M
M
M
16 EXISTING LOOPS

FLORIN ROAD

WOODBINE
AVE Ø1.00'
Ø0.58'
Ø1.00' EXISTING LOOPS 16 RACKVISION TERRA 18 18 RACKVISION TERRA 10 17 DH's
M
M
M
107+00 108+00
325' TO

LIMIT LINE
25TH ST
212' TO

LIMIT LINE
6 14 15
15 R/W
R/W
R/W
Ⱦ
6 Ⱦ
6 Ⱦ
6 4
7 113+00 M
200' TO

LIMIT LINE
4 14
7 8
R/W
R/W
Ⱦ2 (2)
M
M
WM
300' TO

LIMIT LINE
7 8 SEE SHEET TS-13
5 R/W
R/W
Ⱦ2
Ⱦ2
122' TO
CROSSWALK 11
Ⱦ4(25)
12 16 EXISTING LOOPS
N

GRAPHIC SCALE
20 0
1"=20'
20 40

EQUIPMENT REMOVAL DETAIL
SCALE: 1"=30'
EQUIPMENT SHOWN IN BOLD IS TO BE REMOVED.

EXISTING PHASE DIAGRAM
EXISTING NEMA ATCeX TRAFFIC SIGNAL CONTROLLER IN TYPE R TS1 CABINET TO REMAIN.

SALVAGE RACKVISION TERRA CARDS AND INSTALL VISION COMMUNICATIONS MANAGER.

INSTALL 3 NEW RENO A&E Y/2-200 4-CHANNEL DETECTOR CARDS IN CABINET.EXISTING ELECTRICAL SERVICE CABINET NO. 1520 TO REMAIN.PLACE 3"C WITH 1 TRACER TAPE (FUTURE FIBER).EXISTING 2"C WITH 1 DLC. REMOVE EXISTING 1 DLC. INSTALL 3 DLC.EXISTING 4-SECTION THRU/LEFT SIGNAL.EXISTING 2"C WITH 1 DLC. REMOVE EXISTING 1 DLC. INSTALL 3 DLC.PLACE 2"C WITH 2 DLC, 1#10 G.PLACE 2-2"C WITH 1 TRACER TAPE EA. (FUTURE FIBER).INSTALL VISION VIDEO CAMERA ON SIGNAL MAST ARM PER CITY STANDARD DRAWINGSE-200, E-210, AND E-220. SEE SHEET TS-1 GENERAL NOTE 24.

ABANDON EXISTING ADVANCED LOOPS AND DETECTOR HANDHOLES FOR EASTBOUNDAND WESTBOUND APPROACHES.

EXISTING 2"C WITH 2 DLC, 2#6 (Ltg), 1#10 G.EXISTING 1.5"C WITH 2#6 (Ltg), 1#10 G.

INSTALL VISION VIDEO CAMERA ON LUMINAIRE MAST ARM PER CITY STANDARDDRAWINGS E-200, E-210, AND E-220. SEE GENERAL NOTE 24.INSTALL CONDUIT INTO EXISTING PULL BOX.

CONNECT NEW AND EXISTING CONDUIT. REMOVE EXISTING CONDUCTORS AND INSTALLCONDCUTORS AS INDICATED.

ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS.

EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR.

REMOVE AND SALVAGE EQUIPMENT.
123456789
101112131415161718
PROJECT NOTES (THIS SHEET ONLY):

JOHN MATOBA, E 16605

SENIOR ELECTRICAL ENGINEER

DEPARTMENT OF PUBLIC WORKS
Exp.

REGIST ERED

PROFESSIONA L ENGI NEER

C I V I L
No. 90527

S T A T E O F C A L IFOR NIA
&#0+'.
.'
'
/742*;
12-31-23
1013 Galleria Blvd Roseville, CA 95678
Suite 255 (916) 773-1900
PLOT DATE: Jul 10, 2023-06:42:40pm CAD FILE: 4137A_TS.dwg CALL
GI D
OU
E
F
ORE Y
B
Underground Service Alert
Call: TOLL FREE
1-800-227-2600

TWO WORKING DAYS BEFORE YOU DIG

TRAFFIC IMPROVEMENT PLANS FOR

FLORIN VISION ZERO SAFETY

FROM FLORIN ROAD TO FRANKLIN BOULEVARD

ACCEPTED
BY:

DATE
PN: T15215801 M. HARRIOTT 92967 07/10/2023 E. MORI 07/10/23 D. MURPHY 07/10/23 TS-3 FLORIN ROAD / WOODBINE AVENUE TRAFFIC SIGNAL AND LIGHTING 2436 1"=20' N/A

APPROACH SPEED
FLORIN ROAD = 45 MPH
WOODBINE AVENUE = 30 MPH
Ⱦ1Ⱦ5
Ⱦ2 PED
PED
Ⱦ
6 PED
Ⱦ3 Ⱦ
4 SEE ABOVE

SEE BELOW

FLORIN ROAD
John Matoba 2023.07.1811:06:20 -07'00'
(10)
(9)
(13)
(14)
(6)
JOHN MATOBA, E 16605

SENIOR ELECTRICAL ENGINEER

DEPARTMENT OF PUBLIC WORKS
Exp.

EGIST ERED PROFESSIONA L ENGI NEE
R

C I V I L
No. 90527
S T A
T E

O F C A L IFOR NIA
&#0+'. .'' /742*;
12-31-23
1013 Galleria Blvd Roseville, CA 95678Suite 255 (916) 773-1900 PLOT DATE: Jul 10, 2023-06:42:41pm CAD FILE: 4137A_TS.dwg CALL GI D OU EFORE Y BUnderground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG TRAFFIC IMPROVEMENT PLANS FOR FLORIN VISION ZERO SAFETY FROM FLORIN ROAD TO FRANKLIN BOULEVARD ACCEPTEDBY: DATE PN: T15215801 M. HARRIOTT 92967 07/10/2023 E. MORI 07/10/23 D. MURPHY 07/10/23 TS-4 FLORIN ROAD AND WOODBINE AVENUVE TRAFFIC SIGNAL AND LIGHTING 2536 1"=20' N/A

CONDUCTOR SCHEDULE

CONDUIT RUN
CONDUIT SIZE EXISTING 2-3"C EXISTING 2-3"C EXISTING 2-3"C EXISTING 2-3"C EXISTING 2-3"C EXISTING 2-3"C CONDUCTORS 6 10 14 OTH 6 10 14 OTH 6 10 14 OTH 6 10 14 OTH 6 10 14 OTH 6 10 14 OTH VEH. SIG. Ⱦ1 333333
VEH. SIG. Ⱦ2 3333
VEH. SIG. Ⱦ3 3333
VEH. SIG. Ⱦ4 33 33
VEH. SIG. Ⱦ5 33 3
VEH. SIG. Ⱦ6 33 33
PED. SIG. Ⱦ2 2222
PED. SIG. Ⱦ4 22 2
PED. SIG. Ⱦ6 22 22
PPB Ⱦ2 222
PPB Ⱦ4 22 2
PPB Ⱦ6 22 22
SPARES 663333
SIG. NEUTRAL 111111
CONTROLLER POWER 2
LIGHTING CIRCUIT 1 1 11
LIGHTING CIRCUIT 2 11 1
LIGHTING COMMON 11 11
GROUND + 333333
CCTV CAT6E 22
VIDEO DETECTION CABLE 44 1 12
GPS EVP 22
PEU 2
DLC Ⱦ2 3333
DLC Ⱦ4 2
DLC Ⱦ6 33 3
TOTAL CONDUCTORS 2 4 36 16 3 4 38 14 2 4 16 4 0 4 14 3 2 4 16 1 3 4 23 5 TOTAL FILL (%) 16 16 7 4 5 9
BOLD TEXT INDICATES CONDUCTORS ARE NEW OR QUANTITY IS MODIFIED.

LIGHT TEXT INDICATES EXISTING CONDUCTORS TO REMAIN.
'+' PROVIDE 1#10 THW GROUND IN EACH CONDUIT.

CONTRACTOR SHALL FURNISH AND INSTALL NEW ITEMS PER CONDUCTOR SCHEDULE.CONTRACTOR SHALL REMOVE EXISTING CONDUCTORS NOT SHOWN TO REMAIN. 1 2 3 4 5 6

POLE SCHEDULE

POLE STANDARD
VEH. SIGNAL PED. SIGNAL PPB MAST ARM LENGTH
NOTES
Ⱦ TYPE SEC MTG Ⱦ TYPE MTG Ⱦ ARROW TRA. SIG. ST. LTNG.
(TYPE 15) (3) (1W3L) (12") (SV-1-T) -- - (2) (LEFT) 12' (1-B)
(1) (1W3L) (A)
(2) (1W3L) (12") (TV-3-T) (2) (C/D) (SP-1-T)(3) (1W3L) (12") (26-4-70)
(1) (1W3L) (A) (MAT)
(6) (CD) (SP-1-T) (6) (LEFT) 40' 12'
(4) (1W3L) (12")
(SV-2-T)
(6) (1W3L) (12")(6) (1W3L) (12") (MAS)
(19-3-70)
(4) (1W4L) (A) (MAT)
(4) (C/D)
(SP-2-T)
(4) (LEFT)
25' 12'
(4) (1W3L) (12")
(5) (1W3L) (12") (SV-3-T)
(6) (C/D) (6) (RIGHT)
(6) (1W3L) (12")
(29-5-80)
(2) (1W3L) (12") (SV-1-T)
(4) (C/D) (TP-1-T) (4) (RIGHT) 55' 15'
(2) (1W3L) (12") (MAS)(2) (1W3L) (12") (MAS)(5) (1W3L) (A) (MAT) (PPB POST)
(2) (LEFT)
(4) (RIGHT)
(1-B)
(5) (1W3L) (A)
(TV-2-T) (2) (C/D) (SP-1-T) (2) (LEFT)
(6) (1W3L) (12")
'A' INDICATES ALL 12" ARROW HEAD SECTION. 'C/D' INDICATES LED PEDESTRIAN SIGNAL WITH COUNTDOWN TIMER. a
b
c
d
e
f
g
John Matoba 2023.07.1811:06:45 -07'00'
M
M
M
M
M
M
M
WM
125+00 126+00 127+00
Ø1

0. 0' Ø1.00'
Ø1.00'
Ø1.00'
Ø1 0. 0'
Ø1.00'
d
e
h
i
n
q
j
m
13 FLORIN ROAD
1 2
F
O
K G
5 5
5 P
5 B
6 1
C
8 12
3"
6 8
29TH ST
9 9
9 9
2 5
3"
7 3"
a
4 INDIAN LANE
L 9
10 3"
R
12 3
6 3"
6 6 11
11 8
3"
11 3
3"
Ⱦ1(33) Ⱦ1(34)BIKE
Ⱦ6(35) Ⱦ6(39)BIKE
Ⱦ6(35) Ⱦ6(39)BIKE
Ⱦ BIKE Ⱦ5(41) 5(42)
Ⱦ6(39)BIKE
Ⱦ BIKE Ⱦ2(43) 2(47)
Ⱦ BIKE Ⱦ2(43) 2(47)
Ⱦ BIKE Ⱦ2(48) 2(47)
Ⱦ BIKE
Ⱦ4(60)
4(63)
Ⱦ BIKE
Ⱦ4(64)
4(63)
Ⱦ BIKE
Ⱦ3(49)
3(50)
Ⱦ BIKE
Ⱦ3(49)
3(50)
Ⱦ BIKE
Ⱦ4(59)
4(63)
13 5 13
13 Ⱦ5
Ⱦ6
Ⱦ3 Ⱦ3
Ⱦ1
Ⱦ1
Ⱦ6
Ⱦ2
Ⱦ3
Ⱦ6
Ⱦ5
Ⱦ4
Ⱦ3
Ⱦ2
Ⱦ4 Ⱦ4
Ⱦ6P
Ⱦ6P
Ⱦ6 APS
6(E)
Ⱦ2 APS
Ⱦ8P
Ⱦ8 APS
Ⱦ2P
Ⱦ8P
Ⱦ8P
6(E)
6(E)
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
Ⱦ8P
Ⱦ2P
Ⱦ8 APS
Ⱦ2
2 1
1 Ⱦ8 APS
Ⱦ4
Ⱦ8 APS
Ⱦ6 APS
BC
Ⱦ2 APS
200' TO

LIMIT LINE
12 8 4
6 R/W
R/W
Ⱦ2
WM
300' TO

LIMIT LINE
4 7
6 SEE SHEET TS-13
R/W
R/W
Ⱦ2
Ⱦ2
200' TO

LIMIT LINE
4 12
6 8
R/W
R/W
Ⱦ6
M
WM
300' TO

LIMIT LINE
4 6 SEE SHEET TS-13
7 R/W
R/W
Ⱦ6
Ⱦ6
M
M
M
M
M
M
WM
ppbs
ppbs
ppb
FLORIN
ROAD
Ø1

0. 0'
Ø1.00' Ø1.00'
Ø1 0. 0' Ø1.00' ppb Ø1.0 ' 16 EXISTING LOOPS
16 EXISTING LOOPS
29TH ST

RACKVISION
TERRA
14 14
14 ppbs 14
5 5 #5
5 #3
14 15
15 microwave
microwave 15
14 RACKVISION TERRA 15
16 16
10 10
5 5
14 16 EXISTING LOOPS
11 125' TO

CROSSWALK
R/W
R/W
Ⱦ4(25)
N

GRAPHIC SCALE
20 0
1"=20'
20 40

EQUIPMENT REMOVAL DETAIL
SCALE: 1"=30'
EQUIPMENT SHOWN IN BOLD IS TO BE REMOVED.

EXISTING PHASE DIAGRAM
Ⱦ5 Ⱦ6 PED
PED
PED
Ⱦ8
Ⱦ3
PED
Ⱦ1 Ⱦ2 Ⱦ4
EXISTING NEMA ATCeX TRAFFIC SIGNAL CONTROLLER IN TYPE R44 TS2 CABINET TOREMAIN. INSTALL APS CONTROL UNIT IN CABINET. SALVAGE EXISTING RACKVISION TERRA CARDS. INSTALL VISION COMMUNICATIONS MANAGER. TERMINATE NEW AND EXISTINGCONDUCTORS IN CABINET FOR NEW PHASE ASSIGNMENTS AS SHOWN IN THE PHASE DIAGRAM. CITY WILL PERFORM CONTROLLER PROGRAMMING.EXISTING ELECTRICAL SERVICE CABINET NO. 778 TO REMAIN.PLACE 3"C , 1 TRACER TAPE (FUTURE FIBER).EXISTING 2"C WITH 1 DLC. REMOVE EXISTING 1 DLC. INSTALL 2 DLC.REMOVE EXISTING PULL BOX AND INSTALL NEW PULL BOX IN PLACE.PLACE 2-2"C, 1 TRACER TAPE EA. (FUTURE FIBER).INSTALL NEW DH INTO EXISTING CONDUIT.EXISTING 2"C WITH 1 DLC. REMOVE EXISTING 1 DLC. INSTALL 3 DLC.INSTALL VISION VIDEO CAMERA ON SIGNAL MAST ARM PER CITY STANDARD DRAWINGSE-200, E-210, AND E-220. SEE SHEET TS-1 GENERAL NOTE 24.

ABANDON EXISTING ADVANCED LOOPS AND DETECTOR HANDHOLES FOR EASTBOUNDAND WESTBOUND APPROACHES.

EXISTING 2"C WITH 1 DLC.INSTALL CONDUIT INTO EXISTING PULL BOX.INSTALL PULL BOX IN EXISTING CONDUIT RUN.EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR.

REMOVE AND SALVAGE EQUIPMENT.

ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS.
123456789
10111213141516
APPROACH SPEED PROJECT NOTES (THIS SHEET ONLY):

FLORIN ROAD = 45 MPH
INDIAN LANE = 25 MPH
29TH STREET= 25 MPH
JOHN MATOBA, E 16605

SENIOR ELECTRICAL ENGINEER

DEPARTMENT OF PUBLIC WORKS
Exp.

EGIST ERED PROFESSIONA L ENGI NEE
R

C I V I L
No. 90527
S T A
T E

O F C A L IFOR NIA
&#0+'. .'' /742*;
12-31-23
1013 Galleria Blvd Roseville, CA 95678
Suite 255 (916) 773-1900
PLOT DATE: Jul 10, 2023-06:42:47pm CAD FILE: 4137A_TS.dwg CALL GI D OU EFORE Y BUnderground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG TRAFFIC IMPROVEMENT PLANS FOR FLORIN VISION ZERO SAFETY FROM FLORIN ROAD TO FRANKLIN BOULEVARD ACCEPTEDBY: DATE PN: T15215801 M. HARRIOTT 92967 07/10/2023 E. MORI 07/10/23 D. MURPHY 07/10/23 TS-5 FLORIN ROAD AND 29TH STREET / INDIAN LANE TRAFFIC SIGNAL AND LIGHTING 2636 1"=20' N/A

INDIAN LANE
PED
Ⱦ5 Ⱦ6
PED
PED
Ⱦ8
Ⱦ1 Ⱦ2 PED Ⱦ3 Ⱦ4

PROPOSED PHASE DIAGRAM
John Matoba 2023.07.1811:07:06 -07'00'
(21)
(22)
(24)
(20)
(18)(17)
JOHN MATOBA, E 16605

SENIOR ELECTRICAL ENGINEER

DEPARTMENT OF PUBLIC WORKS
Exp.

EGIST ERED PROFESSIONA L ENGI NEE
R

C I V I L
No. 90527
S T A
T E

O F C A L IFOR NIA
&#0+'. .'' /742*;
12-31-23
1013 Galleria Blvd Roseville, CA 95678Suite 255 (916) 773-1900 PLOT DATE: Jul 10, 2023-06:42:48pm CAD FILE: 4137A_TS.dwg CALL GI D OU EFORE Y BUnderground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG TRAFFIC IMPROVEMENT PLANS FOR FLORIN VISION ZERO SAFETY FROM FLORIN ROAD TO FRANKLIN BOULEVARD ACCEPTEDBY: DATE PN: T15215801 M. HARRIOTT 92967 07/10/2023 E. MORI 07/10/23 D. MURPHY 07/10/23 TS-6 FLORIN ROAD AND 29TH STREET / INDIAN LANE TRAFFIC SIGNAL AND LIGHTING 2736 1"=20' N/A

CONDUCTOR SCHEDULE

CONDUIT RUN
CONDUIT SIZE EXISTING EXISTING 3"C EXISTING 3"C EXISTING 3"C EXISTING 3"C EXISTING 3"C EXISTING EXISTING 3"C EXISTING 3"C CONDUCTORS 6 10 14 OTH 6 10 14 OTH 6 10 14 OTH 6 10 14 OTH 6 10 14 OTH 6 10 14 OTH 6 10 14 OTH 6 10 14 OTH 6 10 14 OTH 6 10 14 OTH 6 10 14 OTH 6 10 14 OTH VEH. SIG. Ⱦ1 33 3 3 3
VEH. SIG. Ⱦ2 33 3
VEH. SIG. Ⱦ3 33 3333
VEH. SIG. Ⱦ4 33 3 3 3333
VEH. SIG. Ⱦ5 33 3 3
VEH. SIG. Ⱦ6 33 3 3 3 3
PED. SIG. Ⱦ2 22 2 2 2222
PED. SIG. Ⱦ6 22 2 22
PED. SIG. Ⱦ8 22 2 2 2 2
APS Ⱦ2
APS Ⱦ6APS Ⱦ8
SPARES 33 3 333333
SIG. NEUTRAL 11 1 111111
CONTROLLER POWER 22
LIGHTING CIRCUIT 1 1 1 11
LIGHTING CIRCUIT 2 1111
LIGHTING COMMON 1 1 111
GROUND + 11 1 1 1 111111 1
VIDEO DETECTION CABLE 444 211 1 1
GPS EVP 11 1
PEU 33
DLC Ⱦ2
DLC Ⱦ4 1
DLC Ⱦ6
TOTAL CONDUCTORS 22 43 12 5 2 30 1 0 1 16 10 3 2 24 1 0 1 14 10 3 2 32 5 22 8 122 23 1 0 2 11 00 2 8 1 0 2 16 0 0 1 44 TOTAL FILL (%) 7 66 2 4 22
BOLD TEXT INDICATES CONDUCTORS ARE NEW OR QUANTITY IS MODIFIED.LIGHT TEXT INDICATES EXISTING CONDUCTORS TO REMAIN. '+' PROVIDE 1#10 THW GROUND IN EACH CONDUIT.

CONTRACTOR SHALL FURNISH AND INSTALL ALL NEW ITEMS PER CONDUCTOR SCHEDULE.CONTRACTOR SHALL REMOVE EXISTING CONDUCTORS NOT SHOWN TO REMAIN. 1 2 3 4 5 6 7 8 9 10 11 12

POLE SCHEDULE

POLE STANDARD POLE HEIGHT
VEH. SIGNAL PED. SIGNAL APS MAST ARM LENGTH
NOTES
Ⱦ TYPE SEC MTG Ⱦ TYPE MTG Ⱦ ARROW TRA. SIG. ST. LTNG.
(19-3-70)
(3) (1W3L) (8") (SV-1-T)
(2) (NON C/D) (SP-1-T) (30') (12')
(3) (1W3L) (12") (MAT)
PBA POST 2 LEFT
PBA POST 8 RIGHT
(1-B)
(1) (1W3L) (A)
(TV-2-T) (8) (NON-C/D) (SP-1-T)
(2) (1W3L) (8")
(24-3-70)
(6) (1W3L) (8") (SV-1-T)(6) (1W3L) (12") (MAS) (8) (NON-C/D) (SP-1-T) (35') (10') (1) (1W3L) (A) (MAT)
PBA POST 8 LEFTPBA POST 6 RIGHT
(1-B)
(3) (1W3L) (12")
(TV-2-T) (6) (NON-C/D) (SP-1-T)
(4) (1W3L) (12")
(19-3-70)
(4) (1W3L) (12") (SV-1-T)
(25') (12')
(4) (1W3L) (12") (MAT)
(1-B) (6) (NON-C/D) (SP-1-T)
PBA POST 6 LEFTPBA POST 8 RIGHT
(1-B)
(5) (1W3L) (A)
(TV-2-T) (8) (NON-C/D) (SP-1-T)
(6) (1W3L) (8")
(24-3-70)
(5) (1W3L) (A) (MAT) (2) (NON-C/D)
(2) (1W3L) (12") (MAS) (SP-2-T) (35') (10')
(8) (NON-C/D) (2) (1W3L) (8") (SV-1-T)
PBA POST 8 LEFT ADD EXTENSION TO APS FOR PLACEMENT WITHIN 10" OF LEVEL LANDING ARAPBA POST 2 RIGHT (1-B) (3) (1W3L) (8") (TV-2-T)
1-B 4 1W3L 12" TV-1-T
NOTE: REFER TO 2022 CALTRANS STANDARD PLANS FOR NEW TRAFFIC SIGNAL AND STREET LIGHTING POLE TYPES. 'A' INDICATES ALL 12" ARROW HEAD SECTION. 'C/D' INDICATES LED PEDESTRIAN SIGNAL WITH COUNTDOWN TIMER. a
B
C
d
e
F
G
h
i
j
K
L
m
n
O
P
q
R
John Matoba 2023.07.1811:07:28 -07'00'
WM
M
143+00
144+00
Ø1.00'
Ø1.00'
Ø1.00'
Ø1.00'
b
d
e

HISPERY
LANE

LUTHER BURBANK

HIGH SCHOOL

PARKING LOT

FLORIN ROAD
6 1
a
6 Ⱦ8 ppb
3 4
8 8
1 2
5 6
7 8
2 4
c
f
5 12
R/W
R/W
4 9
4 11
2-3"
10 3"
3 3"
Ⱦ BIKE Ⱦ5(41) 5(42)
Ⱦ BIKE Ⱦ2(43) 2(47)
Ⱦ BIKE Ⱦ2(43) 2(47)
Ⱦ BIKE Ⱦ6(35) 6(39)
Ⱦ BIKE Ⱦ6(35) 6(39)
Ⱦ BIKE Ⱦ6(40) 6(39)
Ⱦ2(47)BIKE Ⱦ2
Ⱦ6
Ⱦ6
Ⱦ8
Ⱦ2
Ⱦ8
Ⱦ8P
Ⱦ2
Ⱦ5
Ⱦ6
Ⱦ5
Ⱦ8P
Ⱦ6P
Ⱦ6P
Ⱦ5
6(E)
Ⱦ8 ppb
6 R/W 6E
Ⱦ8
1 2
5 12 12 5
14 6
11 M
146+00
200' TO

LIMIT LINE
6 7
10 4
R/W
R/W
Ⱦ2
200' TO

LIMIT LINE
4 10
7 6
R/W
R/W
Ⱦ6
WM
M
Ø1.0 ' Ø1.0 ' Ø1.0 ' Ø1.00'

FLORIN ROAD
LUTHER
BURBANK HS HISPERY LN 5 #5 9 9 5 5 13
M
147+00
300' TO

LIMIT LINE
7 10
R/W
Ⱦ2
Ⱦ2
6 SEE SHEET TS-14
R/W
WM
300' TO

LIMIT LINE
10 7
SEE SHEET TS-14 6
R/W
R/W
Ⱦ6
Ⱦ6
N

GRAPHIC SCALE
20 0
1"=20'
20 40

EQUIPMENT REMOVAL DETAIL
SCALE: 1"=30'
EQUIPMENT SHOWN IN BOLD IS TO BE REMOVED.

EXISTING PHASE DIAGRAM
EXISTING NEMA ATCeX TRAFFIC SIGNAL CONTROLLER IN TYPE R TS1 CABINET TO REMAIN.INSTALL VISION COMMUNICATIONS MANAGER.EXISTING ELECTRICAL SERVICE CABINET NO. 1613 TO REMAIN.PLACE 3"C , 1 TRACER TAPE (FUTURE FIBER).EXISTING 2"C WITH 1 DLC, 1#10 G. REMOVE EXISTING 1 DLC. INSTALL 3 DLC.REMOVE EXISTING PULL BOX AND INSTALL NEW PULL BOX IN PLACE.PLACE 2-2"C, 1 TRACER TAPE EA. (FUTURE FIBER).INSTALL NEW DH INTO EXISTING CONDUIT.INSTALL VISION VIDEO CAMERA ON SIGNAL MAST ARM PER CITY STANDARD DRAWINGSE-200, E-210, AND E-220. SEE SHEET TS-1 GENERAL NOTE 24.

ABANDON EXISTING ADVANCED LOOPS AND DETECTOR HANDHOLES FOR EASTBOUNDAND WESTBOUND APPROACHES.

EXISTING 2"C. INSTALL 2 DLC.EXISTING 1.5" C WITH 2#8 (SIGNAL POWER), 3#6 (Ltg Ckts 1 & 2), 1#10 G.INSTALL PULL BOX IN EXISTING CONDUIT RUN.

ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS.

INSTALL CONDUIT INTO EXISTING PULL BOX.
123456789
1011121314
APPROACH SPEED PROJECT NOTES (THIS SHEET ONLY):

FLORIN ROAD = 45 MPH
JOHN MATOBA, E 16605

SENIOR ELECTRICAL ENGINEER

DEPARTMENT OF PUBLIC WORKS
Exp.

EGIST ERED PROFESSIONA L ENGI NEE
R

C I V I L
No. 90527
S T A
T E

O F C A L IFOR NIA
&#0+'. .'' /742*;
12-31-23
1013 Galleria Blvd Roseville, CA 95678Suite 255 (916) 773-1900 PLOT DATE: Jul 10, 2023-06:42:53pm CAD FILE: 4137A_TS.dwg CALL GI D OU EFORE Y BUnderground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG TRAFFIC IMPROVEMENT PLANS FOR FLORIN VISION ZERO SAFETY FROM FLORIN ROAD TO FRANKLIN BOULEVARD ACCEPTEDBY: DATE PN: T15215801 M. HARRIOTT 92967 07/10/2023
Ⱦ5
PED
Ⱦ6
PED
Ⱦ8
Ⱦ2
E. MORI07/10/23
D. MURPHY07/10/23
TS-7

FLORIN ROAD AND LUTHER BURBANK HS
TRAFFIC SIGNAL AND LIGHTING 28
36 1"=20'N/A
John Matoba 2023.07.1811:07:51 -07'00'
(13)
(14)
(6)
(8)
(2)
(10)
(9)
JOHN MATOBA, E 16605

SENIOR ELECTRICAL ENGINEER

DEPARTMENT OF PUBLIC WORKS
Exp.

EGIST ERED PROFESSIONA L ENGI NEE
R

C I V I L
No. 90527
S T A
T E

O F C A L IFOR NIA
&#0+'. .'' /742*;
12-31-23
1013 Galleria Blvd Roseville, CA 95678Suite 255 (916) 773-1900 PLOT DATE: Jul 10, 2023-06:42:53pm CAD FILE: 4137A_TS.dwg CALL GI D OU EFORE Y BUnderground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG TRAFFIC IMPROVEMENT PLANS FOR FLORIN VISION ZERO SAFETY FROM FLORIN ROAD TO FRANKLIN BOULEVARD ACCEPTEDBY: DATE PN: T15215801 M. HARRIOTT 92967 07/10/2023 E. MORI 07/10/23 D. MURPHY 07/10/23 TS-8 FLORIN ROAD AND LUTHER BURBANK HS TRAFFIC SIGNAL AND LIGHTING 2936 1"=20' N/A

POLE SCHEDULE

POLE STANDARD
VEH. SIGNAL PED. SIGNAL PPB MAST ARM LENGTH
NOTES
Ⱦ TYPE SEC MTG Ⱦ TYPE MTG Ⱦ ARROW TRA. SIG. ST. LTNG.
(SMA POLE)
(6) (1W3L) (12") (MAT) (6) (C/D)
(SP-2-T) (8) (RIGHT)
(6) (1W3L) (8") (SV-1-T) (8) (C/D)
(1-B)
(5) (1W3L) (8")
(TV-2-T) (6) (C/D) (SP-1-T)
(6) (1W3L) (8")
(1-B) (5) (1W3L) (A) (TV-1-T)
(SMA POLE)
(2) (1W3L) (12") (MAT)(2) (1W3L) (8")
(SV-2-T)
(8) (1W3L) (8")
(SMA POLE)
(2) (1W3L) (8")
(TV-2-T) (8) (C/D) (SP-1-T) (8) (RIGHT)
(8) (1W3L) (8")
(1-B) (5) (1W3L) (A) (TV-1-T)
'A' INDICATES ALL 12" ARROW HEAD SECTION. 'C/D' INDICATES LED PEDESTRIAN SIGNAL WITH COUNTDOWN TIMER.

EXISTING EQUIPMENT TO REMAIN IS SHOWN IN (parentheses). CONTRACTOR SHALL FURNISH AND INSTALL ALL OTHER ITEMS IN POLE SCHEDULE. a
b
c
d
e
f

CONDUCTOR SCHEDULE

CONDUIT RUN
CONDUIT SIZE EXISTING EXISTING 3" EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 3" 2-3" CONDUCTORS 6 10 14 OTH 6 10 14 OTH 6 10 14 OTH 8 10 14 OTH 8 10 14 OTH 8 10 14 OTH 8 10 14 OTH 6 10 14 OTH 6 10 14 OTH 6 10 14 OTH 6 10 14 OTH VEH. SIG. Ⱦ2 33 333333
VEH. SIG. Ⱦ5 33 333 33
VEH. SIG. Ⱦ6 33 33
VEH. SIG. Ⱦ8 33 333333
PED. SIG. Ⱦ6 22 22
PED. SIG. Ⱦ8 22 22
PPB Ⱦ8 22 2 22
SPARES 33 333333
SIG. NEUTRAL 11 111111
CONTROLLER POWER 2
LIGHTING CIRCUIT 1
LIGHTING CIRCUIT 2 2222

LIGHTING COMMON
GROUND + 11 1 111111 11
CCTV CAT6E 11
VIDEO DETECTION CABLE 22 11
GPS EVP 11
DLC Ⱦ2 33 3
DLC Ⱦ6 3 333
DLC Ⱦ8 11 1
TOTAL CONDUCTORS 2 2 21 11 0 2 21 30 1 08 2 2 17 4 22 19 3 2 2 12 0 22 900 2 16 0 0 2 16 0 0 1 0 1 0 1 04 TOTAL FILL (%) 10 2 5
BOLD TEXT INDICATES CONDUCTORS ARE NEW OR QUANTITY IS MODIFIED.LIGHT TEXT INDICATES EXISTING CONDUCTORS TO REMAIN. '+' PROVIDE 1#10 THW GROUND IN EACH CONDUIT.

CONTRACTOR SHALL FURNISH AND INSTALL ALL NEW ITEMS PER CONDUCTOR SCHEDULE.CONTRACTOR SHALL REMOVE EXISTING CONDUCTORS NOT SHOWN TO REMAIN. 1 2 3 4 5 6 7 8 9 10 11
John Matoba 2023.07.1811:08:13 -07'00'
M
M
M
149+00
150+00
Ø1.00'
Ø1.00'
Ø1.00'
c
m
p
k

FLORIN ROAD
l

LUTHER DRIVE
B
Ⱦ4 APS
N
O
3 3
10 2-3"
12 9
1 10
1 2
8 9
2-3"
4 3
3"
4 7
4 4
a
2 10
10 Ⱦ BIKE Ⱦ1(33) 1(34)
Ⱦ BIKE Ⱦ6(35) 6(39)
Ⱦ BIKE Ⱦ6(35) 6(39)
Ⱦ6(39)BIKE
Ⱦ BIKE Ⱦ3(49) 3(38)
Ⱦ BIKE Ⱦ3(49) 3(38)
Ⱦ3(50)BIKE
Ⱦ BIKE
Ⱦ4(59)
4(63)
Ⱦ BIKE
Ⱦ4(64)
4(63)
11 2-3"
Ⱦ4 Ⱦ4
Ⱦ6
Ⱦ6
Ⱦ1
Ⱦ4
OLA
Ⱦ4P
Ⱦ4P
Ⱦ4 APS
Ⱦ2 APS Ⱦ2 APS
Ⱦ2P Ⱦ2P
48 6E
OLA
OLA
Ⱦ4
R/W
R/W 6(E)
R/W
R/W
Ⱦ1
Ⱦ6
2 1
1 13 5
6 OLA
Ø0.58'
Ø0.58'
Ø0.58'
Ø0.58'
Ø0.58'
M
M
151+00
152+00
153+00
Ø1.00'
Ø1.00'
Ø1.00'
Ø1.00'
Ø1.00'
Ø1.00'
d
e
h
j

FLORIN ROAD

LUTHER DRIVE
i
7 10
3 3"
4 3"
6 2" 5 2"
7 3"
4 SEE SHEET TS-14
G
10 10
Ⱦ BIKE Ⱦ7(57) 7(58)
Ⱦ BIKE Ⱦ7(57) 7(58)
Ⱦ BIKE Ⱦ7(57) 7(58)
Ⱦ2(47)BIKE
Ⱦ BIKE Ⱦ2(43) 2(47)
Ⱦ BIKE Ⱦ2(43) 2(47)
Ⱦ BIKE Ⱦ5(41) 5(42)
Ⱦ BIKE
Ⱦ8(51)
8(55) Ⱦ BIKE
Ⱦ8(56)
8(55)
Ⱦ2
Ⱦ5
Ⱦ2
Ⱦ8 Ⱦ8
Ⱦ8
Ⱦ8
Ⱦ2
Ⱦ5
Ⱦ6P
Ⱦ6 APS
Ⱦ6P
OLB
OLB
OLB
OLB
R/W
R/W
R/W
R/W
R/W
R/W
2 f
5 13
Ø0.58'
Ⱦ6 APS
M
M

FLORIN ROAD M
6 Ø1.00' Ø1.00'
Ø1.00'
16 EXISTING LOOPS
14 ppb
14 14 #3
ppb 14
16 16
ppb 14
6 RACKVISION TERRA 15
RACKVISION TERRA 15
5 14 ppb

LUTHER DR
M
M
ppb

FLORIN ROAD
Ø1.0 ' Ø1.0 ' Ø1.0 ' Ø1.00' Ø1.00' Ø1.0 ' 16
14 RACKVISION TERRA 15
15 RACKVISION TERRA
6 5
ppb 14
154+00
200' TO

LIMIT LINE
12 7
8 Ⱦ2
300' TO

LIMIT LINE
8 11
R/W
Ⱦ2
Ⱦ2
148+00
200' TO

LIMIT LINE
7 8
12 Ⱦ6
4 300' TO

LIMIT LINE
8 11
SEE SHEET TS-14 4
R/W
Ⱦ6
Ⱦ6
N

GRAPHIC SCALE
20 0
1"=20'
20 40
EXISTING NEMA ATCeX TRAFFIC SIGNAL CONTROLLER IN TYPE R TS1 CABINET TO REMAIN.

SALVAGE EXISTING RACKVISION TERRA CARDS. INSTALL APS CONTROL UNIT AND VISION COMMUNICATIONS MANAGER IN CABINET.

EXISTING ELECTRICAL SERVICE CABINET NO. 532 TO REMAIN.INTERCEPT EXISTING CONDUIT AND EXTEND INTO NEW PULL BOX.PLACE 2-2"C WITH 1 TRACER TAPE EA. (FUTURE FIBER).REMOVE EXISTING PULL BOX AND REPLACE WITH NEW.

ABANDON EXISTING ADVANCED LOOPS AND DETECTOR HANDHOLES FOR EASTBOUNDAND WESTBOUND APPROACHES.

EXISTING 2"C WITH 1 DLC. REMOVE EXISTING 1 DLC. INSTALL 3 DLC.EXISTING 2"C. INSTALL 2 DLC.PLACE 3"C WITH 1 TRACER TAPE (FUTURE FIBER).INSTALL VISION VIDEO CAMERA ON SIGNAL MAST ARM PER CITY STANDARD DRAWINGSE-200, E-210, AND E-220. SEE GENERAL NOTE 24.INSTALL NEW DH INTO EXISTING CONDUIT.INSTALL CONDUIT INTO EXISTING PULL BOX.INSTALL PULL BOX IN EXISTING CONDUIT RUN.EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR.

REMOVE AND SALVAGE EQUIPMENT.

ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS.
123456789
10111213141516
PROJECT NOTES (THIS SHEET ONLY):

JOHN MATOBA, E 16605

SENIOR ELECTRICAL ENGINEER

DEPARTMENT OF PUBLIC WORKS
Exp.

EGIST ERED PROFESSIONA L ENGI NEE
R

C I V I L
No. 90527
S T A
T E

O F C A L IFOR NIA
&#0+'. .'' /742*;
12-31-23
1013 Galleria Blvd Roseville, CA 95678Suite 255 (916) 773-1900 PLOT DATE: Jul 10, 2023-06:42:58pm CAD FILE: 4137A_TS.dwg CALL GI D OU EFORE Y BUnderground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG TRAFFIC IMPROVEMENT PLANS FOR FLORIN VISION ZERO SAFETY FROM FLORIN ROAD TO FRANKLIN BOULEVARD ACCEPTEDBY: DATE PN: T15215801 M. HARRIOTT 92967 07/10/2023 E. MORI 07/10/23 D. MURPHY 07/10/23 TS-9 FLORIN ROAD AND LUTHER DRIVE TRAFFIC SIGNAL AND LIGHTING 3036 1"=20' N/A Ⱦ5
APPROACH SPEED Ⱦ1
FLORIN ROAD = 45 MPH
LUTHER DRIVE (SB) = 40 MPH
LUTHER DRIVE (NB) = 25 MPH
Ⱦ8
PED
Ⱦ4
Ⱦ7Ⱦ3
PED
Ⱦ6Ⱦ2 PED
OLA = Ⱦ2+EXT+Ⱦ3
OLB = Ⱦ6+EXT+Ⱦ7
Ⱦ4 GREEN CALLS Ⱦ7
Ⱦ8 GREEN CALLS Ⱦ3
BREAK LINE "A"
BREAK LINE "B"

EQUIPMENT REMOVAL DETAIL
SCALE: 1"=30'
EQUIPMENT SHOWN IN BOLD IS TO BE REMOVED.

BREAK LINE "A"
BREAK LINE "B"

LUTHER DR FLORIN ROAD
John Matoba 2023.07.1811:08:36 -07'00'
(13)
(14)
(6) (2)
(10)
(9)

CONDUCTOR SCHEDULE

CONDUIT RUN
CONDUIT SIZE EXISTING 2-4"C EXISTING EXISTING 3"C EXISTING 3"C EXISTING 2"C EXISTING 2"C EXISTING 3"C EXISTING 2-3"C 2-3"C 2-3"C CONDUCTORS 6 10 14 OTH 6 10 14 OTH 6 10 14 OTH 6 10 14 OTH 6 10 14 OTH 6 10 14 OTH 6 10 14 OTH 6 10 14 OTH 6 10 14 OTH 6 10 14 OTH 6 10 14 OTH VEH. SIG. Ⱦ1 33 3333
VEH. SIG. Ⱦ2 3 33
VEH. SIG. ȾOLA 33 33
VEH. SIG. Ⱦ4 3 3 3333
VEH. SIG. Ⱦ5 3
VEH. SIG. Ⱦ6 3 3333
VEH. SIG. ȾOLB 3 33
VEH. SIG. Ⱦ8 3 33333
PED. SIG. Ⱦ2 4 2
PED. SIG. Ⱦ4 2 222
PED. SIG. Ⱦ6 2 2 22
APS/PPB Ⱦ2 4 2 2
APS/PPB Ⱦ4 4 2 44
APS/PPB Ⱦ6 44 2 4
SPARES 6363333 3333
SIG. NEUTRAL 1111111 1111
CONTROLLER POWER 2
LIGHTING CIRCUIT 1 1111
LIGHTING CIRCUIT 2 1 111111
LIGHTING COMMON 1 11 1111
GROUND + 1111111 1222
VIDEO DETECTION CABLE 633 1 1112 33
GPS EVP 1
DLC Ⱦ2 3 33
DLC Ⱦ6 3 333
TOTAL CONDUCTORS 3 2 50 12 0 2 11 3 22 18 6 0 2 940 2 60 22 13 122 18 1 3 2 12 1 3 3 16 5 33 21 6 3 3 25 6 TOTAL FILL (%) 11 17 8 6 20 10 8 10 10
BOLD TEXT INDICATES CONDUCTORS ARE NEW OR QUANTITY IS MODIFIED.

LIGHT TEXT INDICATES EXISTING CONDUCTORS TO REMAIN.
'+' PROVIDE 1#10 THW GROUND IN EACH CONDUIT.

CONTRACTOR SHALL FURNISH AND INSTALL ALL NEW ITEMS PER CONDUCTOR SCHEDULE.CONTRACTOR SHALL REMOVE EXISTING CONDUCTORS NOT SHOWN TO REMAIN. 1 2 3 4 5 6 7 8 9 10 11

POLE SCHEDULE

POLE STANDARD POLE HEIGHT
VEH. SIGNAL PED. SIGNAL APS MAST ARM LENGTH
NOTES
Ⱦ TYPE SEC MTG Ⱦ TYPE MTG Ⱦ ARROW TRA. SIG. ST. LTNG.
(LMA POLE) (2) (C/D) (SP-1-T)
PBA POST 5' 7" 2 LEFT
(1-B)
(1) (1W3L) (A)
(TV-2-T)
(OLA) (1W3L) (12")
(26-4-80)
(2) (1W3L) (12") (MAS)
45' 12'
(2) (1W3L) (12")
(SV-2-T)
(8) (1W3L) (12")(5) (1W3L) (A) (MAT)
(27-3-80)
(2) (1W3L) (12")
(SV-2-T)
(8) (1W3L) (12") 40'(8) (1W3L) (12") (MAT)
(19-4-80)
(OLB) (1W3L) (12") (SV-1-T)(OLB) (1W3L) (12") (MAS) (6) (C/D) (SP-1-T) 30' 12'(OLB) (1W3L) (12") (MAT) PBA POST 5' 7" 6 RIGHT
(1-B) (8) (1W3L) (12") (TV-1-T)
(PPB POST) 6 LEFT
(1-B)
(5) (1W3L) (A)
(TV-2-T) (6) (C/D) (SP-1-T)
(OLB) (1W3L) (12")
(SMA POLE)
(1) (1W3L) (A) (MAT)
40' 8'
(4) (1W3L) (12") (SV-1-T)
(6) (1W3L) (12") (MAS)
(6) (1W3L) (12") (MAS)
(SMA POLE)
(4) (1W3L) (12") (MAT)
(4) (1W3L) (12") (4) (C/D) (SP-1-T) 4 RIGHT 20'
(SV-2-T)
(6) (1W3L) (12")
(SMA POLE)
(OLA) (1W3L) (12") (SV-1-T)(OLA) (1W3L) (12") (MAS) (4) (C/D) (SP-1-T) 30' 8' (OLA) (1W3L) (12") (MAT)
PBA POST 5' 7" 4 LEFT
PBA POST 5' 7" 2 RIGHT
(1-B) (4) (1W3L) (8") (TV-1-T) (2) (NON-C/D) (SP-1-T)
NOTE: REFER TO 2022 CALTRANS STANDARD PLANS FOR NEW TRAFFIC SIGNAL AND STREET LIGHTING POLE TYPES. 'A' INDICATES ALL 12" ARROW HEAD SECTION. 'C/D' INDICATES LED PEDESTRIAN SIGNAL WITH COUNTDOWN TIMER.

EXISTING EQUIPMENT TO REMAIN IS SHOWN IN (parentheses). CONTRACTOR SHALL FURNISH AND INSTALL ALL OTHER ITEMS IN POLE SCHEDULE. a
B
c
d
e
f
G
h
i
j
k
l
m
NO
p
JOHN MATOBA, E 16605

SENIOR ELECTRICAL ENGINEER

DEPARTMENT OF PUBLIC WORKS
Exp.

EGIST ERED PROFESSIONA L ENGI NEE
R

C I V I L
No. 90527
S T A
T E

O F C A L IFOR NIA
&#0+'. .'' /742*;
12-31-23
1013 Galleria Blvd Roseville, CA 95678Suite 255 (916) 773-1900 PLOT DATE: Jul 10, 2023-06:42:59pm CAD FILE: 4137A_TS.dwg CALL GI D OU EFORE Y BUnderground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG TRAFFIC IMPROVEMENT PLANS FOR FLORIN VISION ZERO SAFETY FROM FLORIN ROAD TO FRANKLIN BOULEVARD ACCEPTEDBY: DATE PN: T15215801 M. HARRIOTT 92967 07/10/2023 E. MORI 07/10/23 D. MURPHY 07/10/23 TS-10 FLORIN ROAD AND LUTHER DRIVE TRAFFIC SIGNAL AND LIGHTING 3136 1"=20' N/A John Matoba 2023.07.1811:09:01 -07'00'
M
M
M
M
117+00 118+00 119+00

LOMA VERDE WY

FLORIN ROAD
5(41)
4 1
1 3
1 5
1 1
6 6
6 2
4 8
1 1
4 10
6E
6E
R/W
R/W
6(E)
FUTURE TRAFFIC SIGNAL.
5 +00
7 4 4
6 5
R/W
R/W
(200' TO FUTURE

LIMIT LINE)
STA 120+26
10 MM
4 7
6 5
(200' TO FUTURE

LIMIT LINE)
STA 115+41
WM
4 7
SEE SHEET TS-13 6
5 R/W
R/W
(300' TO FUTURE

LIMIT LINE)
STA 114+41 21+00
R/W
7 4
SEE SHEET TS-13 6
9 5
R/W
(300' TO FUTURE

LIMIT LINE)
STA 121+26
R/W
10 SP
N

GRAPHIC SCALE
20 0
1"=20'
20 40
PLACE 2-3"C WITH 1 TRACER TAPE EA. CONDUIT (FUTURE TRAFFIC SIGNAL).PLACE 3"C WITH 1 TRACER TAPE (FUTURE TRAFFIC SIGNAL).PLACE 2-4"C WITH 1 TRACER TAPE EA. CONDUIT (FUTURE TRAFFIC SIGNAL).PLACE 2"C WITH 1 TRACER TAPE (FUTURE TRAFFIC SIGNAL).PLACE 3"C WITH 1 TRACER TAPE (FUTURE FIBER).PLACE 2-2"C WITH 1 TRACER TAPE EA. CONDUIT (FUTURE FIBER).INSTALL DH AND LOOPS. PLACE 1.5"C WITH 1 TRACER TAPE TO PULL BOX. LABEL AND COIL 20' LOOP WIRE EA. LOOP IN PULL BOX.

STUB CONDUITS FOR FUTURE FOUNDATIONS PER DETAIL ON THIS SHEET.SERVICE POINT; EXACT LOCATION TO BE CONFIRMED DURING CONSTRUCTION.

PLACE 3"C WITH 1 TRACER TAPE (FUTURE SERVICE).
123456789
10 PROJECT NOTES (THIS SHEET ONLY):

E. MORI07/10/23
D. MURPHY07/10/23
TS-11

FLORIN ROAD AND LOMA VERDE WAY
TRAFFIC SIGNAL CONDUIT 32
36 1"=20'N/A
JOHN MATOBA, E 16605

SENIOR ELECTRICAL ENGINEER

DEPARTMENT OF PUBLIC WORKS
Exp.

EGIST ERED PROFESSIONA L ENGI NEE
R

C I V I L
No. 90527
S T A
T E

O F C A L IFOR NIA
&#0+'. .'' /742*;
12-31-23
1013 Galleria Blvd Roseville, CA 95678Suite 255 (916) 773-1900 PLOT DATE: Jul 10, 2023-06:43:02pm CAD FILE: 4137A_TS.dwg CALL GI D OU EFORE Y BUnderground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG TRAFFIC IMPROVEMENT PLANS FOR FLORIN VISION ZERO SAFETY FROM FLORIN ROAD TO FRANKLIN BOULEVARD ACCEPTEDBY: DATE PN: T15215801 M. HARRIOTT 92967 07/10/2023

APPROACH SPEED
FLORIN ROAD = 45 MPH
LOMA VERDE WAY = 25 MPH
GENERAL NOTES (THIS SHEET ONLY):

1. INSTALL ONE PULL ROPE IN EACH CONDUIT.

CONDUIT TERMINATION FOR FUTURE CABINETS

NO SCALE

1.3'

4.7'

0.7'

0.4'

0.7'

1.0'

0.5'
332 CABINET

CONDUIT ENVELOPE

TYPE III-AF SERVICE

CONDUIT ENVELOPE

BACK-OF-WALK
John Matoba 2023.07.1811:09:30 -07'00'
M
M
M
+00
4 6
7 (200' TO FUTURE

LIMIT LINE)
STA 157+38
5 4
+00
7 R/W
R/W
(300' TO FUTURE

LIMIT LINE)
STA 156+12
5 6
4 M
M
159+00 160+00

FLORIN ROAD

MUNSON WAY
1 1
1 4
2 3
1 1
1 6
6 SEE SHEET TS-14
6 5
4 8
6 9
10 6E
6E
5 R/W
R/W
R/W
R/W 6(E)
6(E)
6(E)
FUTURE TRAFFIC SIGNAL.
312
11 N

STUB CONDUITS FOR FUTURE FOUNDATIONS PER DETAIL ON THIS SHEET.

PLACE 3"C WITH 1 TRACE TAPE (FUTURE SERVICE).

TEMPORARY PULL BOX; SERVICE CONDUIT TO BE EXTENDED WITH PHASE 2.

FUTURE ELECTRICAL SERVICE PEDESTAL SMUD SN#32236178 / CITY METER #2761. 123456789
1011
APPROACH SPEED PROJECT NOTES (THIS SHEET ONLY):

FLORIN ROAD = 45 MPH
MUNSON WAY = 25 MPH
E. MORI07/10/23
D. MURPHY07/10/23
TS-12

FLORIN ROAD AND MUNSON WAY
TRAFFIC SIGNAL CONDUIT 33
36 1"=20'N/A
JOHN MATOBA, E 16605

SENIOR ELECTRICAL ENGINEER

DEPARTMENT OF PUBLIC WORKS
Exp.

EGIST ERED PROFESSIONA L ENGI NEE
R

C I V I L
No. 90527
S T A
T E

O F C A L IFOR NIA
&#0+'. .'' /742*;
12-31-23
1013 Galleria Blvd Roseville, CA 95678Suite 255 (916) 773-1900 PLOT DATE: Jul 10, 2023-06:43:05pm CAD FILE: 4137A_TS.dwg CALL GI D OU EFORE Y BUnderground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG TRAFFIC IMPROVEMENT PLANS FOR FLORIN VISION ZERO SAFETY FROM FLORIN ROAD TO FRANKLIN BOULEVARD ACCEPTEDBY: DATE PN: T15215801 M. HARRIOTT 92967 07/10/2023
GENERAL NOTES (THIS SHEET ONLY):

1. INSTALL ONE PULL ROPE IN EACH CONDUIT.

CONDUIT TERMINATION FOR FUTURE CABINETS

NO SCALE

1.3'

4.7'

0.7'

0.4'

0.7'

1.0'

0.5'
332 CABINET

CONDUIT ENVELOPE

TYPE III-AF SERVICE

CONDUIT ENVELOPE

BACK-OF-WALK
John Matoba 2023.07.1811:09:55 -07'00'
EPB
EPB
E
E
E
E
TPB
M

EPB EPB
M
M
EPB
WM
M
EPB
EPB
EPB
EPB
E
E
E
E
EPB
EPB
EPB
EPB
M
TPB
EPB
M
EPB
EPB
EPB
M
EPB
EPB
M
WM
M
EPB
WM
EPB
M
M
EPB
EPB
EPB
EPB
M
M
M
M
EPB
EPB
WM
EPB
EPB
EPB
TPB
WM
EPB
101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110 1 1 6(E) 6(E)
6(E)
6(E)
EPB
EPB
WM
EPB
M
M
M
M
TPB
TPB
M
EPB
EPB
EPB
EPB
E E
E E
E E
E E
M
EPB
EPB
EPB
M
M
EPB
M
WM
EPB
MM
EPB
EPB
WM EPB
EPB
EPB
EPB
EPB
WM

EPB EPB
EPB
E
E E
E
M
M
EPB
EPB
M
EPB
M
EPB
EPB
EPB
M
M
EPB
M
M
EPB
M
M
C
O
EPB
WM
EPB
M
+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122 1 1
1 6(E)
6(E) 6(E) 6(E)
6(E)
6(E)
EPB
M
WM
M
M
EPB
EPB
M
EPB
EPB

EPB EPB
EPB
EPB
M
EPB
EPB
EPB
E EE E
E E
E E
M
M
M
M
M
M
EPB
EPB
EPB
EPB
EPB
WM
EPB
EPB
EPB
EPB
EPB
EPB
EPB
M
M
WM
EPB
WM
EPB
M
M
M
WM
EPB
M
WM
EPB

EPB M M
M EPB
+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 1 1
6(E)
6(E)
6(E)
6(E)
JOHN MATOBA, E 16605

SENIOR ELECTRICAL ENGINEER

DEPARTMENT OF PUBLIC WORKS
Exp.

EGIST ERED PROFESSIONA L ENGI NEE
R

C I V I L
No. 90527
S T A
T E

O F C A L IFOR NIA
&#0+'. .'' /742*;
12-31-23
1013 Galleria Blvd Roseville, CA 95678Suite 255 (916) 773-1900 PLOT DATE: Jul 10, 2023-06:43:09pm CAD FILE: 4137A_FO.dwg CALL GI D OU EFORE Y BUnderground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG TRAFFIC IMPROVEMENT PLANS FOR FLORIN VISION ZERO SAFETY FROM FLORIN ROAD TO FRANKLIN BOULEVARD ACCEPTEDBY: DATE PN: T15215801 M. HARRIOTT 92967 07/10/2023 E. MORI 07/10/23 D. MURPHY 07/10/23 TS-13 FLORIN RD STATION 101+00 TO 134+00 INTERCONNECT CONDUIT 3436 1"=40' N/A

MATCH LINE - SEE BELOW LEFT MATCH LINE - SEE BELOW LEFT MATCH LINE - SEE SHEET TS-14

MATCH LINE - SEE ABOVE RIGHT MATCH LINE - SEE ABOVE RIGHT N

GRAPHIC SCALE
40 0
1"=40'
40 80
1 PLACE 2-2"C WITH 1 TRACER TAPE EA. CONDUIT.

PROJECT NOTES (THIS SHEET ONLY):

WOODBINE AVENUE

FLORIN ROAD

FLORIN ROAD
25TH STREET

LOMA VERDE WAY
29TH STREET

INDIAN LANE
24TH STREET
SEE SHEET TS-3
SEE SHEET TS-5
SEE SHEET TS-11
SEE SHEET TS-2
SEE SHEET TS-3
FUTURE TRAFFIC SIGNAL.

John Matoba 2023.07.1811:10:23 -07'00'
EPB
M M
WM
EPB
EPB
EPB
EPB
EPB

TPB TPB
TPB
E E
E E
E E
E
E E
E
EPB
EPB
EPB
EPB
EPB
W
EPB
EPB
M
EPB
TPB
TPB
EE E
E E
E
TPB
EPB
EPB
EPB
EPB
EPB
M
M
WM
E
E E
E
EPB
EPB
EPB
EPB
M
EPB
WM
EPB
WM
GT
M
M
EPB
EPB
EPB
EPB
EPB
EPB
WM
EPB
EPB
EPB
EE E
E
E
E E
E
EPB
M
EPB
EPB

EPB EPB
133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 1 144+00
1 1
32' 32'
2 3
1 1
6(E)
6(E)
6(E)
6(E) 6(E) 5 5
1 E
E E
E
EPB

EPB EPB
M
M
EPB
EPB

EPB EPB
EPB
EPB
M
M
WM
EPB
EPB
EPB
EPB
EPB

EPB EPB
EPB
EE E
E
EPB
EPB
EPB
TPB
EPB
E E
E E
TPB
M
E E
E E
EPB
EPB
EPB
EPB
M
M
EPB

EPB EPB
M
EPB
EPB
M
EPB
EPB
EPB
EPB
EPB
E E
E E

EPB EPB
EPB
EPB
EPB
EPB
EPB

EPB EPB
M
M
145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00 156+00 1 1
6(E)
6(E)
6(E)
6(E)
M
EPB
EPB
EPB
M
M
M
EPB
EPB
M
EPB
EPB
M
M M
M
EPB
EPB
EPB
M
EPB

EPB EPB
EPB

EPB EPB
EPB
EPB
EPB
WM
EPB
M
EPB
M

EPB M M
M
EPB
EPB
M
M
EPB
EPB
EPB
EPB
EPB
EPB
M
EPB
EPB
EPB
E
E
E E
EPB
EPB
EPB
E
E
E
E E
E E
E
EPB
EPB
EPB
M
TPB
EPB
TPB
M
EPB
EPB
EPB
MM M
M
M
M
M
M
157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 1 6(E)
6(E)
6(E)
6(E)
JOHN MATOBA, E 16605

SENIOR ELECTRICAL ENGINEER

DEPARTMENT OF PUBLIC WORKS
Exp.

REGIST ERED

PROFESSIONA L ENGI NEER

C I V I L
No. 90527

S T A T E O F C A L IFOR NIA
&#0+'.
.'
'
/742*;
12-31-23
1013 Galleria Blvd Roseville, CA 95678Suite 255 (916) 773-1900 PLOT DATE: Jul 10, 2023-06:43:10pm CAD FILE: 4137A_FO.dwg CALL
GI D
OU
E
F
ORE Y
B
Underground Service Alert
Call: TOLL FREE
1-800-227-2600

TWO WORKING DAYS BEFORE YOU DIG

TRAFFIC IMPROVEMENT PLANS FOR

FLORIN VISION ZERO SAFETY

FROM FLORIN ROAD TO FRANKLIN BOULEVARD

ACCEPTED
BY:

DATE
PN: T15215801 M. HARRIOTT 92967 07/10/2023 E. MORI 07/10/23 D. MURPHY 07/10/23 TS-14 FLORIN RD STATION 134+00 TO 167+00 INTERCONNECT CONDUIT 3536 1"=40' N/A

MATCH LINE - SEE BELOW LEFT MATCH LINE - SEE BELOW LEFT MATCH LINE - SEE SHEET TS-13 MATCH LINE - SEE ABOVE RIGHT MATCH LINE - SEE ABOVE RIGHT N

GRAPHIC SCALE
40 0
1"=40'
40 80
PLACE 2-2"C WITH 1 TRACER TAPE EA. CONDUIT.PLACE 2-3"C AND 1-2"C WITH 1 TRACER TAPE EA. CONDUIT.INSTALL CONDUIT 15' UNDER TRACK PER DETAILS ON SHEET TS-15. 123
PROJECT NOTES (THIS SHEET ONLY):

FLORIN ROAD

HISPERY LANE

LUTHER DRIVE

FLORIN ROAD

LUTHER DRIVE

FLORIN ROAD

MUNSON WAY

FRANKLIN BLVD
SEE SHEET TS-9
SEE SHEET TS-12
SEE SHEET TS-7
FUTURE TRAFFIC SIGNAL.

UPRR
SacRT
John Matoba 2023.07.1811:10:49 -07'00'
JOHN MATOBA, E 16605

SENIOR ELECTRICAL ENGINEER

DEPARTMENT OF PUBLIC WORKS
Exp.

EGIST ERED PROFESSIONA L ENGI NEE
R

C I V I L
No. 90527
S T A
T E

O F C A L IFOR NIA
&#0+'. .'' /742*;
12-31-23
1013 Galleria Blvd Roseville, CA 95678Suite 255 (916) 773-1900 PLOT DATE: Jul 10, 2023-06:43:13pm CAD FILE: 4137A_FO-Details.dwg CALL GI D OU EFORE Y BUnderground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG TRAFFIC IMPROVEMENT PLANS FOR FLORIN VISION ZERO SAFETY FROM FLORIN ROAD TO FRANKLIN BOULEVARD ACCEPTEDBY: DATE PN: T15215801 M. HARRIOTT 92967 07/10/2023 E. MORI 07/10/23 D. MURPHY 07/10/23 TS-15 ---- TRAFFIC SIGNAL DETAILS 3636 1"=20' N/A 30' MIN. ZERO SLOPE
15' MIN. TO

BASE OF RAIL
15' MIN. TO

BASE OF RAIL

SECTION 'A'
30' MIN. ZERO SLOPE
1:10 MAX 1:10 MAX

RAILROAD CONDUIT CROSSING DETAIL

NO SCALE
HORIZONTAL DIRECTIONAL DRILL THE FOLLOWING CONDUITS:
(2)-3" SCH 80 CITY TRAFFIC SIGNAL CONDUITS(1)-2" SCH 80 CITY TRAFFIC SIGNAL CONDUIT(2)-2" SCH 80 CITY FIBER OPTIC CONDUITS NOTE:

SCH 80 CONDUITS SHALL BE

BORE-GARD OR APPROVED EQUAL

BASE OF RAIL

TOP OF RAIL
CONDUIT (TOTAL OF 4)

ROADWAY

BASE OF RAIL

TOP OF RAIL
A
5' MIN. WITHIN

UPRR R/W
12" MIN.

TRACK SLAB

TRACK SLAB
John Matoba 2023.07.1811:11:43 -07'00'

Sacramento City CouncilOctober 24, 2023

Sacramento City Council
October 24, 2023