Staff Report - Budgetary Adjustments, Supplemental Agreement, Tree Removal, Parking Restrictions, & Contract Award - Downtown Mobility Project (T15195000)_Part 1 — Sacramento City Council, February 14, 2023

City of Sacramento
City Council - 5PM Report
915 I Street Sacramento, CA 95814
www.cityofsacramento.org
File ID: 2022-02482 2/14/2023 Consent Item 10.

Budgetary Adjustments, Supplemental Agreement, Tree Removal, Parking Restrictions, and Contract Award: Downtown Mobility Project (T15195000) [Published for 10-Day Review, 02/02/2023]
File ID: 2022-02482
Location: District 4, Represented by Councilmember Valenzuela Recommendation: Review: 1) approving the Plans and Specifications for the Downtown Mobility Project (T15195000); 2) authorizing the City Manager or the City Manager’s designee to transfer $2,500,000 from the Transportation Development Impact Fee (Fund 3215) available fund balance to the expenditure budget of the Downtown Mobility Project (T15195000); 3) authorizing the City Manager or the City Manager’s designee to transfer $2,350,000 (Roadway Maintenance and Rehabilitation Act (RMRA), Fund 2036) from the expenditure budget of the Transportation Corridor Program (R15200000) to the expenditure budget of Downtown Mobility Project (T15195000); 4) awarding the construction contract for the Downtown Mobility Project (T15195000) to McGuire & Hester Inc., in an amount not to exceed $13,779,585; 5) authorizing the City Manager or the City Manager’s designee to execute the construction contract for the Downtown Mobility Project (T15195000); 6) approving the removal of one City-owned tree; 7) authorizing the City Manager or the City Manager’s designee to execute Supplemental Agreement No. 12 to City Agreement No 2019 -0290 with Mark Thomas & Company Inc. for an amount not-to-exceed $105,486, bringing the agreement’s total not-to-exceed amount to $1,109,687; 8) resetting the City Manager’s administrative authority to issue supplemental agreements for City Agreement No. 2019-0290; and 9) restricting parking on the east side of 10th Street between Q Street and V Street with “No Parking 10AM to 2PM Every Wednesday”
Contact: Philip Vulliet, Senior Engineer, (916) 808-5092, [email protected]; Judy Matsui -Drury, Supervising Engineer, (916) 808-7610, [email protected]; Ofelia Avalos, Engineering Manager, (916) 808-5054, [email protected]; Department of Public Works Presenter: None
Attachments:
1-Description/Analysis
2-Resolution
3-Location Map - With Parking Restrictions

Page 1 of 5 ends

File ID: 2022-02482 2/14/2023 Consent Item 10.
4-Project Plans & Specifications
5-Construction Contract - Downtown Mobility - McGuire & Hester Inc. 6-Supplemental Agreement No. 12 to City Agreement No. 2019-0290 Additional Description/Analysis
Issue Detail: The purpose of the Downtown Mobility Project is to implement bikeway and roadway modifications consistent with the Grid 3.0 Plan and Central City Specific Plan. The City was awarded construction funding through the State Local Partnership Program (Senate Bill 1) to extend the bikeway improvements on P Street, Q Street, and 10th Street; implement new Class IV protected bikeways on 9th Street between H Street and Q Street; on I Street between 12th Street and 21st Street; and to convert segments of 5th Street to two-way traffic, which will improve bi-directional mobility, calm vehicular speeds, and improve bicycle access. Additionally, the Downtown Mobility Project will implement the Midtown Protected Bikeway Mobility Project as described in a memorandum of understanding with the San Joaquin Regional Rail Commission (SJRRC) to support their planned Midtown Station. The project will also repair pavement in critical condition and apply preventative maintenance treatments to extend the useful life of fair-performing pavement.

Plans and specifications were completed for the Downtown Mobility Project which include pavement rehabilitation, signal modifications, signing, striping, and curb ramp modifications.

The Project was advertised for construction, and a total of four bids were received on December 21, 2022. McGuire & Hester Inc. was identified as the lowest responsive and responsible bidder. Staff recommends City Council approve award of the Downtown Mobility construction contract to McGuire & Hester.

The project has received state grant funds through the State Local Partnership Program. The project has also received funding from the San Joaquin Regional Rail Commission and the Affordable Housing and Sustainable Communities grant program for portions of the proposed improvements.

The project funding plan requires the transfer of local funds to fund local match requirements and ineligible construction costs.

The removal of one City-owned tree is needed to accommodate the construction of new wheelchair accessibility features at the bus stop located at the southwest corner of the 19th Street/S Street intersection. Per City ordinance, City Council approval is required for this proposed tree removal. All requirements of the City tree ordinance have been met.

With the implementation of the parking protected bike lanes on the east side of 10th Street, the City must also implement changes to how City services are provided to the adjacent residents between

Page 2 of 5 ends

File ID: 2022-02482 2/14/2023 Consent Item 10.

Q Street and V Street. City waste and recycling collection is currently performed curbside but after project construction, these pick-up services will occur from the buffered space between the bike lane and adjacent parking area. Collection vehicles will use the parking area to perform pickup operations which will require parking restrictions on these parking spaces every Wednesday between 10AM and 2PM. The project team provided outreach to affected residents informing them of the proposed changes to their parking and City services. Fliers were distributed to affected residences and an informational meeting was held to address any questions from affected residents. City Council approval is required to implement these changes once construction is complete.

Policy Considerations: The actions requested herein are consistent with the City’s goals of improving and expanding public safety and enhancing livability. Specific goals the project addresses are as follows:

M1.2.1 - The City shall develop an integrated, multimodal transportation system that improves the attractiveness of walking, bicycling, and riding transit over time to increase travel choices and aid in achieving a more balanced transportation system and reducing air pollution and greenhouse gas emissions.

These improvements will accommodate cyclists of varying experience levels and abilities, will improve pedestrian safety, and may calm traffic speeds. This project is also consistent with the City’s Vision Zero efforts, the goal of which is to eliminate traffic fatalities and serious injuries (Resolution No. 2017-0032). These streets are on the High Injury Network, and in addition to installing bicycle facilities, the project will also improve visibility to pedestrians and bicyclists at intersections.

The Sacramento City Code Section 4.04.020 and the City 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 City Council action. This item was published for 10-day review in compliance with the City Code.

Sacramento City Code Ordinance No. 12.56.040 requires the City Council approval for the removal of City trees.

Implementation of parking restrictions during specific days and times for the purposes of providing City services to residents is consistent with Section 10.36.40, of the Sacramento City Code, when authorized signs have been placed by the parking manager giving notice thereof, no person shall stop, stand or park any vehicle in a business district or on streets designated by resolution during the days and hours indicated on such signs for a period of time longer than specified on such signs.

Economic Impacts: This new infrastructure is expected to create 55.12 total jobs (31.69 direct jobs and 23.43 jobs through indirect and induced actives) and create $8,507,998 in total economic output ($5,362,656 of direct output and another $3,145,342 of output through indirect and induced

Page 3 of 5 ends

File ID: 2022-02482 2/14/2023 Consent Item 10.
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 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 activities associated with the Downtown Mobility Project implementing roadway modifications consistent with those identified within Grid 3.0 Plan and the Central City Specific Plan (CCSP) were evaluated in the environmental impact report (EIR) certified for the CCSP by City Council on April 19, 2018 (Resolution No. 2018-00129) and a Notice of Determination was filed with the Sacramento County Clerk on April 20, 2018. None of the circumstances in CEQA Guidelines Section 15162 or 15163 are present that would require the preparation of a subsequent EIR or a supplement to an EIR. No further environmental review is required.

Sustainability: The strategy under development supports City Council’s sustainability priorities. The transportation sector accounts for 57% of community-wide greenhouse gas emissions, the largest single sector in the community. The City’s Climate Action Plan includes several implementation measures to reduce vehicle trips. The project would increase active transportation, reduce vehicular trips, and help ensure more efficient vehicular flow. These actions will reduce greenhouse gas emissions and help improve local air quality.

Commission/Committee Action: The project (also known as the “Central City Mobility Project”) was presented to the Active Transportation Commission (ATC) on November 21, 2019, and on September 16, 2021, for review and comment. The ATC was supportive of the project and offered comments on the bike lane configuration on I Street and the potential for two-way conversions on parallel roadways.

The project was also presented to the Disabilities Advisory Commission (DAC) on November 2, 2022, for review and feedback. The feedback from the DAC was supportive of the project, and specifically cited the extensive ramp upgrades, bus stop improvements, and restrictions on parking near pedestrian crossing locations.

Rationale for Recommendation: The Project was advertised for construction, and a total of four bids were received on December 21, 2022. The results of the bids are summarized below:

Contractor Bid LBE % (5%
Goal)
McGuire & Hester Inc. $13,779,585.00 53.2%
Martin Brothers Construction $14,318,680.64 53.1%

Page 4 of 5 ends

File ID: 2022-02482 2/14/2023 Consent Item 10.

Contractor Bid LBE % (5%
Goal)
McGuire & Hester Inc. $13,779,585.00 53.2%
Martin Brothers Construction $14,318,680.64 53.1%
George Reed Inc. $14,837,484.50 84.9%
DeSilva Gates Construction $15,307,183.00 57.9%
The Engineer’s Estimate was $14,578,700.

The four bidders met all required bid conditions. Staff recommends the construction contract be awarded to the lowest responsive and responsible bidder, McGuire & Hester Inc.

Construction is anticipated to begin March 2023 and be completed November 2023 This contract award requires the City Council approval and a public review period per City Code. The required financial transactions to accommodate contract award also require City Council approval.

City Council approval is also required for the implementation of new parking restrictions on 10th Street between Q and V Streets every Wednesday between 10AM and 2PM to allow access for City services (i.e., waste and recycling collection) to adjacent residents.

The City Council approval is also required for the removal of one City street tree. The removal of this tree is required to construct Americans with Disabilities Act accessible upgrades to the Sacramento Regional Transit bus stop at the southwest corner of the 19th Street/S Street intersection.

Financial Considerations: The estimated total cost to complete the Downtown Mobility Project (T15195000) is approximately $19.6 million. With the transfer of $2,500,000 from the Transportation Development Impact Fee available fund balance (Fund 3215) and the transfer of $2,350,000 (Roadway Maintenance and Rehabilitation Act (RMRA), Fund 2036) from the expenditure budget of the Transportation Corridor Program (R15200000), there will be sufficient funding to award the construction contract to McGuire & Hester Inc. for an amount not to exceed $13,778,585, and to execute Supplemental Agreement No. 12 to City Agreement No 2019-0290 with Mark Thomas & Company Inc. for an amount not-to-exceed $105,486, bringing the agreement’s total not-to-exceed amount to $1,109,687; and cover the remaining construction management and all other project related costs.

Local Business Enterprise (LBE): McGuire & Hester Inc. is an LBE.

Page 5 of 5 ends

RESOLUTION NO. 2023-XXXX
Adopted by the Sacramento City Council
February 14, 2023

BUDGETARY ADJUSTMENTS, SUPPLEMENTAL AGREEMENT, TREE REMOVAL, PARKING RESTRICTIONS, AND CONTRACT AWARD: DOWNTOWN MOBILITY PROJECT (T15195000)

BACKGROUND
A. The Downtown Mobility Project will implement bikeway and roadway modifications consistent with the Downtown Grid 3.0 Plan and Central City Specific Plan. The project will also repair pavement in critical condition and apply preventative maintenance treatments to extend the useful life of fair-performing pavement.

B. The City was awarded construction funding through the State Local Partnership Program (Senate Bill 1) to extend the bikeway improvements on P Street, Q Street, and 10th Street; implement new Class IV protected bikeways on 9th Street:
between H Street and Q Street; on I Street between 12th Street and 21st Street; and to convert segments of 5th Street to two-way traffic, which will improve bidirectional mobility, calm vehicular speeds, and improve bicycle access.

C. The Downtown Mobility Project will implement the Midtown Protected Bikeway Mobility Project as described in a memorandum of understanding with the San Joaquin Regional Rail Commission (SJRRC) to support their planned Midtown Station.

D. Plans and specifications were completed for the Downtown Mobility Project (T15195000) which include pavement rehabilitation, signal modifications, signing, striping, and curb ramp modifications.

E. The Project was advertised for construction, and a total of four bids were received on December 21, 2022. The results of the bids are summarized below:

F. The four bidders met all required bid conditions. Staff recommends the construction contract be awarded to the lowest responsive and responsible bidder, McGuire & Hester Inc.

G. The project has received state grant funds through the State Local Partnership Program. The project has also received funding from the San Joaquin Regional Rail Commission and the Affordable Housing and Sustainable Communities grant program for portions of the proposed improvements. The project funding plan requires the transfer of local funds to fund local match requirements and ineligible construction costs.

H. The removal of one City-owned tree is needed to accommodate the construction of new wheelchair accessibility features at the bus stop located at the southwest corner of the 19th Street/S Street intersection. Per City ordinance, City Council approval is required for this proposed tree removal. All requirements of the City tree ordinance have been met.

I. With the implementation of the parking protected bike lanes on 10th Street, the City must also implement changes to how City services are provided to the adjacent residents between Q Street and V Street. City waste and recycling collection is currently performed curbside but after project construction, these pickup services will occur from the buffered space between the bike lane and adjacent parking area which will require time-and-day-based parking restrictions on these parking spaces.

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

Section 1. Plans and Specifications for the Downtown Mobility Project (T15195000) are approved.

Section 2. The City Manager or the City Manager’s designee is authorized to transfer $2,500,000 from the Transportation Development Impact Fee (Fund 3215) available fund balance to the expenditure budget of the Downtown Mobility Project (T15195000)
Section 3. The City Manager or the City Manager’s designee is authorized to transfer $2,350,000 (Roadway Maintenance and Rehabilitation Act (RMRA), Fund 2036) from the expenditure budget of the Transportation Corridor Program (R15200000) to the expenditure budget of the Downtown Mobility Project (T15195000)
Section 4. The construction contract for the Downtown Mobility Project (T15195000) is awarded to McGuire & Hester Inc. in an amount not to exceed $13,779,585.

Section 5. The City Manager or the City Manager’s designee is authorized to execute the construction contract with McGuire & Hester Inc. for the Downtown Mobility Project (T15195000).

Section 6. The removal of one City-owned street tree for the bus stop construction at the intersection of 19th and S Streets is approved.

Section 7. The City Manager or the City Manager’s designee is authorized to execute Supplemental Agreement No. 12 to City Agreement No 2019-0290 with Mark Thomas & Company Inc. for an amount not-to-exceed $105,486, bringing the agreement’s total not-to-exceed amount to $1,109,687.

Section 8. The City Manager’s administrative authority to issue supplemental agreements for City Agreement No. 2019-0290 is reset
Section 9. The east side of 10th Street will be regulated with “No Parking Every Wednesday 10AM to 2PM” between Q Street and V Street.

Adopted by the City of Sacramento City Council on February 14, 2023, by the following vote:

Ayes:

Noes: None
Abstain: None

Absent: None
Attest:
_____________________________________
Mindy Cuppy, City Clerk
The presence of an electronic signature certifies that the foregoing is a true and correct copy as approved by the Sacramento City Council.

BROADWAY
River
C St
RIVERSIDE Blvd
T St ALHAMBRA
N St
L St
I St
J St
P St
16th St
5th St
7th St
21st St
Sacramento River
80 BUSINESS
160
99 STOCKTON Blvd

FOLSOM BLVD
Q St
H St
F St
10th St

DOWNTOWN MOBILITY PROJECT
LEGEND
5 INTERSTATE
5 INTERSTATE
50 US
Location Map For:

DOWNTOWN MOBILITY PROJECT
American
11th St 13th St
15th St
9th St
19th St
Q St

EXISTING CLASS IV BIKEWAY LOCATIONS

CAPITOL MALL
V St
DOWNTOWN MOBILITY PROJECT LOCATION MAP IMPROVEMENT PLANS FOR STANDARD ABBREVIATIONS DESCRIPTION EXISTING PROPOSED PN: T15195000 PN: T15195000 94 DOWNTOWN MOBILITY PROJECT T-1 TITLE SHEET 1 GENERAL NOTES: CITY OF SACRAMENTO SHEET INDEX VICINITY MAP LEGEND

SURVEY CONTROL DATA
PROJECT CONTROL PN: T11

.. DO:NTO:N MO%ILIT< PROJECT
PC-1
2 MATCH LINE SEE SHEET PC-2
LEGEND:

DATUM
NOTES:

SURVEY CONTROL DATA
PROJECT CONTROL PN: T11

DO:NTO:N MO%ILIT< PROJECT
PC-2
3 MATCH LINE SEE SHEET PC-1
BIKE
LANE
BIKE
LANE
LAYO8TS 5T+ STREET
GENERAL NOTES:

LEGEND:

L1
4 KEY MAP PN: T15195000
94 DOWNTOWN MOBILITY PROJECT
STOP
STOP
STOP
STOP
BIKE
LANE
BIKE
LANE
LAYO8TS 5T+ STREET
L
5 KEY MAP PN: T15195000
94 DOWNTOWN MOBILITY PROJECT
BIKE
LANE
LAYO8TS 5T+ STREET
L
. KEY MAP
)OR 4 STREET IMPRO9EMENTS
SEE S+EET P0 PN: T15195000
94 DOWNTOWN MOBILITY PROJECT
BIKE

LANE R R R R BIKE LANE
LANE
BIKE

STOP STOP
LAYO8TS 5T+ STREET
L4
KEY MAP PN: T15195000
94 DOWNTOWN MOBILITY PROJECT
PN: T15195000 94 DOWNTOWN MOBILITY PROJECT 8L-5 LAYOUTS - 9TH STREET MATCH LINE SEE BELOW KEY MAP LEGEND:

MATCH LINE SEE ABOVE
PN: T15195000 94 DOWNTOWN MOBILITY PROJECT 9L- LAYOUTS - 10TH STREET

MATCH LINE SEE BELOW

MATCH LINE SEE ABOVE
MATCH LINE SEE SHEET L- KEY MAP LEGEND:

PED PED SLOW SLOW
PN: T15195000 94 DOWNTOWN MOBILITY PROJECT 10 L- LAYOUTS - 10TH STREET

MATCH LINE SEE BELOW
MATCH LINE SEE SHEET L- MATCH LINE SEE ABOVE KEY MAP
PN: T15195000 94 DOWNTOWN MOBILITY PROJECT 11 L-8 LAYOUTS - 19TH STREET

MATCH LINE SEE BELOW
MATCH LINE SEE SHEET L-9
MATCH LINE SEE ABOVE KEY MAP LEGEND:

PN: T15195000 94 DOWNTOWN MOBILITY PROJECT 12 L-9 LAYOUTS - 19TH STREET MATCH LINE SEE SHEET L-8

MATCH LINE SEE BELOW

MATCH LINE SEE ABOVE
MATCH LINE SEE SHEET L-10 FOR 4 STREET IMPROVEMENTS SEE SHEET L-21 FOR P STREET IMPROVEMENTS SEE SHEET L-18 FOR 4 STREET IMPROVEMENTS SEE SHEET L-21 FOR P STREET IMPROVEMENTS SEE SHEET L-18 KEY MAP PN: T15195000 94 DOWNTOWN MOBILITY PROJECT 13 L-10 LAYOUTS - 19TH STREET MATCH LINE SEE SHEET L-9

MATCH LINE SEE BELOW

MATCH LINE SEE ABOVE
MATCH LINE SEE SHEET L-11 KEY MAP
LANE
BIKE
LANE
BIKE
PN: T15195000 94 DOWNTOWN MOBILITY PROJECT 14 L-11 LAYOUTS - 19TH STREET MATCH LINE SEE SHEET L-10 FOR I STREET IMPROVEMENTS SEE SHEET L-1 FOR I STREET IMPROVEMENTS SEE SHEET L-1 KEY MAP PN: T15195000 94 DOWNTOWN MOBILITY PROJECT 15 L-12 LAYOUTS - 21ST STREET

MATCH LINE SEE BELOW
MATCH LINE SEE SHEET L-13

MATCH LINE SEE ABOVE KEY MAP
MATCH LINE SEE BELOW LEGEND:

PN: T15195000 94 DOWNTOWN MOBILITY PROJECT 1 L-13 LAYOUTS - 21ST STREET MATCH LINE SEE SHEET L-12

MATCH LINE SEE BELOW

MATCH LINE SEE ABOVE
MATCH LINE SEE SHEET L-14 FOR 4 STREET IMPROVEMENTS SEE SHEET L-21 FOR 4 STREET IMPROVEMENTS SEE SHEET L-21 FOR P STREET IMPROVEMENTS SEE SHEET L-19 FOR P STREET IMPROVEMENTS SEE SHEET L-19 KEY MAP PN: T15195000 94 DOWNTOWN MOBILITY PROJECT 1 L-14 LAYOUTS - 21ST STREET

MATCH LINE SEE BELOW
MATCH LINE SEE SHEET L-13 MATCH LINE SEE ABOVE
MATCH LINE SEE SHEET L-15 KEY MAP
BIKE
LANE
PN: T15195000 94 DOWNTOWN MOBILITY PROJECT 18 L-15 LAYOUTS - 21ST STREET MATCH LINE SEE SHEET L-14 FOR I STREET IMPROVEMENTS SEE SHEET L-1 FOR I STREET IMPROVEMENTS SEE SHEET L-1 KEY MAP STOP
LAYOUTS - I STREET PN: T15195000
94 DOWNTOWN MOBILITY PROJECT
L-1
19 MATCH LINE SEE BELOW MATCH LINE SEE ABOVE

KEY MAP
LEGEND:

BIKE
LANE
BIKE
LANE
STOP

STOP STOP
STOP
STOP
STOP
BIKE
LANE
LAYOUTS - I STREET PN: T15195000
94 DOWNTOWN MOBILITY PROJECT
L-1
20 MATCHLINE SEE SHEET L-1 MATCH LINE SEE ABOVE MATCH LINE SEE BELOW FOR 19tK STREET SEE SHEET L-11

FOR IMPROVEMENTS
FOR 19tK STREET SEE SHEET L-11

FOR IMPROVEMENTS
FOR 21st STREET SEE SHEET L-15

FOR IMPROVEMENTS

KEY MAP
LAYOUTS - P STREET PN: T15195000
94 DOWNTOWN MOBILITY PROJECT
L-18
21 MATCH LINE SEE ABOVE MATCH LINE SEE BELOW MATCH LINE SEE SHEET L-19 FOR 19TH STREET IMPROVEMENTS
SEE SHEET L-9
FOR 19TH STREET IMPROVEMENTS
SEE SHEET L-9

KEY MAP
LEGEND:

LAYOUTS - P STREET PN: T15195000
94 DOWNTOWN MOBILITY PROJECT
L-19
22 MATCH LINE SEE SHEET L-18
FOR 21ST STREET IMPROVEMENTS
SEE SHEET L-13
FOR 21ST STREET IMPROVEMENTS
SEE SHEET L-13

KEY MAP
LAYOUTS - 4 STREET PN: T15195000
94 DOWNTOWN MOBILITY PROJECT
L-20
23 FOR 5TH STREET IMPROVEMENTS
SEE SHEET L-3
FOR 5TH STREET IMPROVEMENTS
SEE SHEET L-3 MATCH LINE SEE SHEET L-21

KEY MAP
LEGEND:

LAYOUTS - 4 STREET PN: T15195000
94 DOWNTOWN MOBILITY PROJECT
L-21
24 MATCH LINE SEE SHEET L-20 MATCH LINE SEE BELOW
FOR 19TH STREET IMPROVEMENTS
SEE SHEET L-9
FOR 19TH STREET IMPROVEMENTS
SEE SHEET L-9 MATCH LINE SEE ABOVE
FOR 21ST STREET IMPROVEMENTS
SEE SHEET L-13
FOR 21ST STREET IMPROVEMENTS
SEE SHEET L-13

KEY MAP
CONSTRUCTION DETAILS 3N
T15195000
94 DO:NTO:N 0O%ILIT< 3RO-ECT
C-1
25 TEXTURED PAVING DETAIL
LEGEND
5TH STREET/ W-X INTERCHANGE
NOTES:

CONSTRUCTION DETAILS
3N
T15195000 94 DO:NTO:N 0O%ILIT< 3RO-ECT C-226 CURB RAMP GRADING DETAIL 5TH/ X ST SW CURB RAMP GRADING DETAIL 5TH/ X ST SE CURB RAMP GRADING DETAIL 5TH/ X ST NE

CONSTRUCTION DETAILS
3N
T15195000 94 DO:NTO:N 0O%ILIT< 3RO-ECT C-327 CURB RAMP GRADING DETAIL 5TH/ W ST NW CURB RAMP GRADING DETAIL 5TH/ W ST SE CURB RAMP GRADING DETAIL 5TH/ W ST NE

CONSTRUCTION DETAILS
3N
T15195000 94 DO:NTO:N 0O%ILIT< 3RO-ECT C-428 CURB RAMP GRADING DETAIL 10TH/ X ST NE CURB RAMP GRADING DETAIL 10TH/ X ST NW CURB RAMP GRADING DETAIL 10TH/ W ST SW

CONSTRUCTION DETAILS
3N
T15195000 94 DO:NTO:N 0O%ILIT< 3RO-ECT C-529 CURB RAMP GRADING DETAIL 19TH/ W ST SW CURB RAMP GRADING DETAIL 19TH/ X ST NW CURB RAMP GRADING DETAIL 19TH/ W ST SE

CONSTRUCTION DETAILS
3N
T15195000 94 DO:NTO:N 0O%ILIT< 3RO-ECT C-630 BUS STOP GRADING DETAIL 19TH/ S ST BUS STOP GRADING DETAIL AT 19TH/ V ST BUS STOP GRADING DETAIL 21ST/ S ST BUS STOP GRADING DETAIL 21ST/ V ST

CONSTRUCTION DETAILS
3N
T15195000 94 DO:NTO:N 0O%ILIT< 3RO-ECT C-731 19TH ST/O STREET INTERSECTION NOTES:

CONSTRUCTION DETAILS
3N
T15195000 94 DO:NTO:N 0O%ILIT< 3RO-ECT C-832 NOTES: CURB AND GUTTER (TYPE 2) TO EXISTING CURB TRANSITION DETAIL

CONSTRUCTION DETAILS
3N
T15195000 94 DO:NTO:N 0O%ILIT< 3RO-ECT C-933 19TH ST/P STREET INTERSECTION 21ST ST/P STREET INTERSECTION 9TH ST/Q STREET INTERSECTION 9TH ST/P STREET INTERSECTION 19TH ST/Q STREET INTERSECTION

CONSTRUCTION DETAILS
3N
T15195000 94 DO:NTO:N 0O%ILIT< 3RO-ECT C-1034

CONSTRUCTION DETAILS
3N
T15195000 94 DO:NTO:N 0O%ILIT< 3RO-ECT C-1135 2 AD-UST 0AN+OLE TO *RADE DETAIL 1 AD-UST 9AL9E %O; TO *RADE DETAIL

CONSTRUCTION DETAILS
3N
T15195000 94 DO:NTO:N 0O%ILIT< 3RO-ECT C-1236 INSTALL TRUNCATED DOME IN EXISTING RAMP DETAIL CURB RAMP SAWCUT DETAIL ISLAND REMOVAL CURB (TYPE A3-4 MOD) MEDIAN TEXTURED PAVING INSTALL TRUNCATED DOME IN EXISTING RAMP DETAIL CURB AND GUTTER (TYPE 2 MOD)

CONSTRUCTION DETAILS
3N
T15195000 94 DO:NTO:N 0O%ILIT< 3RO-ECT SIGNAL FOUNDATION AT HOLLOW SIDEWALK DETAIL C-1337 5TH AND J STREETS NOTES: LEGEND SS-1
SIGNING AND STRIPING DETAILS PN: T15195000
94 DOWNTOWN MOBILITY PROJECT
GENERAL NOTES SIGNING AND STRIPING: CONSTRUCTION NOTES: LEGEND:

TRIPLE 4 CROSSWALK DETAIL DASHED COLORED BIKE LANE

BIKEWAY CONTINENTAL CROSSWALK YIELD DETAIL CONTINENTAL CROSSWALK DETAIL

GREEN COLORED BIKE LANE
38 SS-2
SIGNING AND STRIPING DETAILS PN: T15195000
94 DOWNTOWN MOBILITY PROJECT

BIKE QUEUE BOX DETAIL FLEXIBLE DELINEATOR DETAIL PARKING STALL DETAIL

BIKE LANE BUFFER - BEND IN DETAIL
39 ADVANCE LIMIT LINE/CROSSWALK LINE DETAIL BIKE BOX DETAIL

PARKING
ONLY

BIKES ONLY

PARKING/BIKES ONLY SIGN
R30 (CA) MODIFIED SIGN

PARKING
1ST THURSDAY

OF THE MONTH

AND HOLIDAYS
8 FOR CITY SERVICES
AM TO 12PM
NO

BUFFER STRIPE DETAIL
SS-3
SIGNING AND STRIPING DETAILS PN: T15195000
94 DOWNTOWN MOBILITY PROJECT
TURN WEDGE : STYLE 1
40 TURN WEDGE : STYLE 2
TURN WEDGE : STYLE 3
TURN WEDGE : STYLE 4 TURN WEDGE : STYLE 5
FWY ONLY SBWB 5TH OR NB FWY OR W ST W ST SBWBXING PED SLOW WB
SB
SB
OR
5 ST
580
580 5
80 5
BIKE
LANE
BIKE
LANE
SS4
SIGNING AND STRIPING 5TH STREET PN: T15195000
94 DOWNTOWN MOBILITY PROJECT 41
R61-22 (CA) MODIFIED SIGN KEY MAP
SLOW PED XING 30
STOP
STOP
STOP
STOP
BIKE
LANE
BIKE
LANE
SS5
SIGNING AND STRIPING 5TH STREET PN: T15195000
94 DOWNTOWN MOBILITY PROJECT 4

KEY MAP
BIKE
LANE SS
SIGNING AND STRIPING 5TH STREET PN: T15195000
94 DOWNTOWN MOBILITY PROJECT
FOR 4 STREET IMPRO9EMENTS
SEE SHEET SS3
43 KEY MAP
BIKE

LANE R R R R BIKE LANE
LANE
BIKE

STOP STOP
SS
SIGNING AND STRIPING 5TH STREET PN: T15195000
94 DOWNTOWN MOBILITY PROJECT 44

KEY MAP

ONLY ONLY MATCH LINE SEE BELOW MATCH LINE SEE ABOVE
SS-8
SIGNING AND STRIPING- 9TH STREET PN: T15195000
94 DOWNTOWN MOBILITY PROJECT 45

KEY MAP
STOP
STOP
STOP

STOP SLOW SCHOOL XINGS SLOW SCHOOL XINGS
STOP MATCH LINE SEE BELOW MATCH LINE SEE ABO9E
SS9
SIGNING AND STRIPING 10TH STREET PN: T15195000
94 DOWNTOWN MOBILITY PROJECT MATCH LINE SEE SHEET SS10 4

KEY MAP
STOP
STOP
BIKE

LANE SLOW PED XINGS SLOW PED XINGS

PED PED

SLOW SLOW MATCH LINE SEE BELOW
SS10
SIGNING AND STRIPING 10TH STREET MATCH LINE SEE SHEET SS9 MATCH LINE SEE ABO9E PN: T15195000 94 DOWNTOWN MOBILITY PROJECT 4

KEY MAP

R R R R R R
STOP MATC+ LINE SEE BELOW
SS11
SIGNING AND STRIPING 19T+ STREET PN: T15195000
94 DOWNTOWN MOBILITY PROJECT MATC+ LINE SEE S+EET SS1 MATC+ LINE SEE ABO9E 4

KEY MAP
R R
STOP paint curb RED

SLOW SLOW
SS1
SIGNING AND STRIPING 19T+ STREET PN: T15195000
94 DOWNTOWN MOBILITY PROJECT MATC+ LINE SEE S+EET SS11 MATC+ LINE SEE BELOW MATC+ LINE SEE ABO9E MATC+ LINE SEE S+EET SS1 )OR 4 STREET IMPRO9EMENTS
SEE S+EET SS4
)OR P STREET IMPRO9EMENTS
SEE S+EET SS1
)OR 4 STREET IMPRO9EMENTS
SEE S+EET SS4
)OR P STREET IMPRO9EMENTS
SEE S+EET SS1
49 KEY MAP
STOP
STOP

R R R R
BIKE
LANE
BIKE
LANE

R R XINGS PED XINGS SLOW PED SLOW
STOP
STOP
R R
BIKE
LANE
LANE
BIKE
LANE
SS1
SIGNING AND STRIPING 19T+ STREET PN: T15195000
94 DOWNTOWN MOBILITY PROJECT MATC+ LINE SEE S+EET SS1 MATC+ LINE SEE BELOW NEW PAY STATION MATC+ LINE SEE ABO9E MATC+ LINE SEE S+EET SS14 50 KEY MAP
STOP
STOP
STOP
SLOW
R R
SLOW
R R

PED BUS PED
SS14
SIGNING AND STRIPING 19T+ STREET PN: T15195000
94 DOWNTOWN MOBILITY PROJECT MATC+ LINE SEE S+EET SS1 )OR I STREET IMPRO9EMENTS
SEE S+EET SS0
)OR I STREET IMPRO9EMENTS
SEE S+EET SS0
51 KEY MAP
STOP
STOP
STOP
STOP MATC+ LINE SEE BELOW
SS15
SI*NIN* AND STRIPIN* 1ST STREET PN: T15195000
94 DOWNTOWN MOBILITY PROJECT MATC+ LINE SEE S+EET SS1 MATC+ LINE SEE ABO9E 5

KEY MAP
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE

SLOW SLOW
SS1
SI*NIN* AND STRIPIN* 1ST STREET MATC+ LINE SEE S+EET SS15 MATC+ LINE SEE BELOW MATC+ LINE SEE ABO9E MATC+ LINE SEE S+EET SS1 PN: T15195000 94 DOWNTOWN MOBILITY PROJECT
)OR 4 STREET IMPRO9EMENTS
SEE S+EET SS4
)OR 4 STREET IMPRO9EMENTS
SEE S+EET SS4
)OR P STREET IMPRO9EMENTS
SEE S+EET SS
)OR P STREET IMPRO9EMENTS
SEE S+EET SS
5

KEY MAP
STOP

STOP BIKE
LANE
BIKE
LANE
ONLY
ONLY
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
ANE
SS1
SI*NIN* AND STRIPIN* 1ST STREET PN: T15195000
94 DOWNTOWN MOBILITY PROJECT MATC+ LINE SEE BELOW MATC+ LINE SEE S+EET SS1 MATC+ LINE SEE ABO9E MATC+ LINE SEE S+EET SS1 54 KEY MAP

UNRAISED SPLITTER ISLAND DETAIL

BIKE LANE

SLOW SLOW
PED PED MATC+ LINE SEE S+EET SS1
SS1
SI*NIN* AND STRIPIN* 1ST STREET PN: T15195000
94 DOWNTOWN MOBILITY PROJECT
)OR I STREET IMPRO9EMENTS
SEE S+EET SS0
)OR I STREET IMPRO9EMENTS
SEE S+EET SS0
55 KEY MAP

BIKE SIGNAL SIGN

STOP MATCH LINE SEE BELOW MATCH LINE SEE ABOVE
SS-19
SI*NIN* AND STRIPIN*- I STREET PN: T15195000
94 DOWNTOWN MOBILITY PROJECT 5

KEY MAP

WORK BY OTHERS
BIKE
LANE
BIKE
LANE
STOP

STOP STOP
STOP

TAYLOR ROAD

TAYLOR ROAD STOP
STOP
BIKE
LANE MATCHLINE SEE SHEET SS-19
SS-20
SI*NIN* AND STRIPIN*- I STREET PN: T15195000
94 DOWNTOWN MOBILITY PROJECT MATCH LINE SEE ABOVE MATCH LINE SEE BELOW FOR 19tK STREET SEE SHEET SS-14

FOR IMPROVEMENTS
FOR 19tK STREET SEE SHEET SS-14

FOR IMPROVEMENTS
FOR 21st STREET SEE SHEET SS-18

FOR IMPROVEMENTS
5

KEY MAP
STOP
STOP
BIKE
ROUTE
BIKE
ROUTE
STOP
STOP XINGS XINGS PED PED SLOW SLOW M$TC+ LINE SEE $BO9E SS1
SIGNING $ND STRIPING P STREET PN: T15195000
94 DOWNTOWN MOBILITY PROJECT M$TC+ LINE SEE BELOW M$TC+ LINE SEE S+EET SS )OR 19T+ STREET IMPRO9EMENTS
SEE S+EET SS1
)OR 19T+ STREET IMPRO9EMENTS
SEE S+EET SS1
5

KEY MAP
STOP

STOP XINGS XINGS PED PED SLOW SLOW
SS
SIGNING $ND STRIPING P STREET PN: T15195000
94 DOWNTOWN MOBILITY PROJECT M$TC+ LINE SEE S+EET SS1 )OR 1ST STREET IMPRO9EMENTS
SEE S+EET SS1
)OR 1ST STREET IMPRO9EMENTS
SEE S+EET SS1
59 KEY MAP

ONLY ONLY
STOP
STOP

R R SLOW SLOW
SS
SIGNING AND STRIPING 4 STREET PN: T15195000
94 DOWNTOWN MOBILITY PROJECT
)OR 5T+ STREET IMPRO9EMENTS
SEE S+EET SS
)OR 5T+ STREET IMPRO9EMENTS
SEE S+EET SS MATC+ LINE SEE S+EET SS4
0

KEY MAP
STOP
STOP
STOP

STOP XINGS PED XINGS PED SLOW SLOW
STOP

STOP BIKE LANE BIKE LANE XINGS PED XINGS PED SLOW SLOW
SS4
SIGNING AND STRIPING 4 STREET PN: T15195000
94 DOWNTOWN MOBILITY PROJECT MATC+ LINE SEE S+EET SS MATC+ LINE SEE BELOW )OR 19T+ STREET IMPRO9EMENTS
SEE S+EET SS1
)OR 19T+ STREET IMPRO9EMENTS
SEE S+EET SS1 MATC+ LINE SEE ABO9E
)OR 1ST STREET IMPRO9EMENTS
SEE S+EET SS1
)OR 1ST STREET IMPRO9EMENTS
SEE S+EET SS1
1

KEY MAP
PN: T15195000
94 Y DOWNTOWN MOBILITY PROJECT
C
&
E1
ELECTRIC$L NOTE6 LE*END $ND $BBRE9I$TION6
BIKE
LANE
BIKE
LANE PN: T15195000
94 Y DOWNTOWN MOBILITY PROJECT
C
& TRA))IC 6I*NAL MODI)ICATION PLAN
5T+ 6TREET AND CAPITOL MALL
E.

BIKE
LANE PN: T15195000
94 Y DOWNTOWN MOBILITY PROJECT
C
& TRA))IC 6I*NAL MODI)ICATION PLAN
5T+ 6TREET AND CAPITOL MALL
E.

PN: T15195000
94 Y DOWNTOWN MOBILITY PROJECT
C
& TR$))IC 6I*N$L MODI)IC$TION PL$N
5T+ 6TREET $ND C$PITOL M$LL
E4
PN: T15195000
94 Y DOWNTOWN MOBILITY PROJECT
C
& TR$))IC 6I*N$L MODI)IC$TION PL$N
5T+ 6TREET $ND N 6TREET
E5
PN: T15195000
94 Y DOWNTOWN MOBILITY PROJECT
C
& TR$))IC 6I*N$L MODI)IC$TION PL$N
5T+ 6TREET $ND N 6TREET
E.

PN: T15195000
94 Y DOWNTOWN MOBILITY PROJECT
C
& TR$))IC 6I*N$L MODI)IC$TION PL$N
5T+ 6TREET $ND P 6TREET
E.

PN: T15195000
94 Y DOWNTOWN MOBILITY PROJECT
C
& TR$))IC 6I*N$L MODI)IC$TION PL$N
5T+ 6TREET $ND 4 6TREET
E9
PN: T15195000
94 Y DOWNTOWN MOBILITY PROJECT
C
& TR$))IC 6I*N$L MODI)IC$TION PL$N
5T+ 6TREET $ND 4 6TREET
E10
PN: T15195000
94 Y DOWNTOWN MOBILITY PROJECT
C
& TR$))IC 6I*N$L MODI)IC$TION PL$N
5T+ 6TREET $ND 6 6TREET
E11
PN: T15195000
94 Y DOWNTOWN MOBILITY PROJECT
C
& TR$))IC 6I*N$L MODI)IC$TION PL$N
5T+ 6TREET $ND 6 6TREET
E1
BIKE
LANE
BIKE
LANE 30 BIKE
LANE
BIKE
LANE 30 PN: T15195000
94 Y DOWNTOWN MOBILITY PROJECT
C
& TRA))IC 6I*NAL MODI)ICATION PLAN
5T+ 6TREET AND T 6TREET
E13
PN: T15195000
94 Y DOWNTOWN MOBILITY PROJECT
C
& TR$))IC 6I*N$L MODI)IC$TION PL$N
5T+ 6TREET $ND T 6TREET
E14
PN: T15195000
94 Y DOWNTOWN MOBILITY PROJECT
C
&
E15
RR)B 6Y6TEM PL$N
5T+ 6TREET $ND R 6TREET
PN: T15195000
94 Y DOWNTOWN MOBILITY PROJECT
C
&
E1
RR)B 6Y6TEM PL$N
5T+ 6TREET $ND R 6TREET
PN: T15195000
94 Y DOWNTOWN MOBILITY PROJECT
C
&
E1
ELECTRIC$L DET$IL6
77 78 LANE BIKE 5TH STREET

I STREET
(APS (∅2P))
(APS (∅8P))
(APS(∅8P))
(APS (∅6P))
(APS (∅6P))
(APS (∅2P) EX. ANTENNA)
(∅4) ∅4
(∅2)
(∅2)
(∅2)
(∅2)
∅3
(∅8)
∅8
(∅2P)
(∅2P)
(∅6P)
(∅8P)
(∅8P)
∅3 ∅8
∅4
a
d
e
g
h
i
j
k
F
∅2
∅2
EX. 3"C (INTERCONNECT)
EX. 2"C
(6) (5)
(5)
(6) (6(T))
(6)
(6)
3 3
3 3
11 11
8 8
10 8
4 (3")

SEE DETAIL 'A'

THIS SHEET
12 (6(T)) 12
5 (3"C)
6 (3")
8 (11
4")
7 (2")
9 3"
10 (2")
3 (3"C)
(∅6P)
2 5
4 5
15 4
9 13
4 C
∅ BIKE
∅
8 8(55) (51)
∅ BIKE
∅3 3(50) (49)
∅ BIKE
∅3 3(50) (49)
∅2(47)BIKE ∅2(43)
∅2(47)BIKE ∅2(43)
∅ BIKE2(47)
∅2(47)BIKE ∅2(43)
∅2(47)BIKE ∅2(43)
∅ BIKE2(47)
∅ BIKE
∅
4 4(63) (59)
∅ BIKE
∅
4 4(63) (59)
∅ BIKE4(63)
∅ BIKE8(55)
12'
b
EX. 2"C, SMFO-12 (6TH/I)
EX. 2"C, SMFO-12 (4TH/I)
2"C, 1 DLC
2"C, 2 DLC
3 EX. MANHOLE
16 17 LANE BIKE
BIKE

LANE LANE BIKE
I STREET 5TH STREET

ABANDON

LOOPS ABANDON LOOPS
1 SIGNAL MAST ARM
& SIGNALS
1 SIGNAL AND

MOUNTING
1 SIGNAL AND

MOUNTING
DH 1
1 DH 2
2 2
1 3
PULL
BOX
17 18
18 18 18
18 80∅4(25)
DH
2"C, 1 DLC 175' TO LIMIT LINE
∅8(30)
175' TO LIMIT LINE
∅3(29) 175' TO
DH
2"C, 2 DLC PN: T15195000

DOWNTOWN MOBILITY PROJECT
1013 Galleria Blvd Roseville, CA 95678
Suite 255 (916) 773-1900
CALL
GI D

OUEFORE Y B
8QGHUJURXQG SHUYLFH AOHUW
CDOO: TOLL FREE
180000

TWO WORKING DAYS BEFORE YOU DIG
1" = 20' GRAPHIC SCALE
20 0 20 40
EQUIPMENT OR MATERIAL TO BE REMOVED. SALVAGE 12" TRAFFIC SIGNAL HEADS. ALL

OTHER REMOVED EQUIPMENT TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED.

ABANDON CONDUIT AND REMOVE CONDUCTORS.

INSTALL CONDUIT INTO EXISTING PULL BOX.

EX. 2"C, 2#6 (Ltg Ckt 3), 1#10 G TO REMAIN.

EX. TYPE R CABINET WITH ATCeX CONTROLLER TO REMAIN. FURNISH AND INSTALL VIDEO DETECTION PROCESSOR IN CABINET. LAND NEW CONDUCTORS IN CABINET. CITY FORCES TO PERFORM CONTROLLER PROGRAMMING.

EX. TYPE III-AF METERED ELECTRICAL SERVICE PEDESTAL NO. 509 TO REMAIN.

EX. 2"C, 2#6 (CONTROLLER), 6#6 (Ltg Ckts 1 TO 5), 2#6 (SIGN Ltg), 1#10 G TO REMAIN.

INSTALL ECONOLITE VISION VIDEO DETECTION CAMERA ON SMA PER CITY STANDARD DETAILS E-200, E-210, AND E-220.

EX. 2"C, 3#6 (Ltg Ckts 2 & 4), 2#6 (SIGN Ltg) TO REMAIN.

REPLACE LOUVERED SIGNAL MODULES WITH STANDARD CIRCULAR MODULES.

INSTALL 4-SECTION THROUGH/RIGHT TRAFFIC SIGNAL WITH 12" RED, YELLOW, AND GREEN CIRCULAR SECTIONS AND GREEN RIGHT ARROW SECTION.

SPLICE EX. CONDUCTORS TO NEW CONDUCTORS.

EX. 2"C, 3#1 (SERVICE), 1#6 G TO REMAIN.

EX. 2"C, 3#6 (Ltg Ckts 3 & 4), 1#10 G TO REMAIN.

EX. 2"C, 3#6 (Ltg Ckts 1 & 2), 1#10 G TO REMAIN.

EX. 1
1 2"C, 2#6 (Ltg Ckt 4), 1#10 G TO REMAIN.

RELOCATE EX. SIGN TO NEW SIGNAL POLE.

REMOVE EX. APS AND REPLACE WITH NEW.
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
PROJECT NOTES (THIS SHEET ONLY):

PED
∅6 PED∅8
∅3 ∅4

PROPOSED PHASE DIAGRAM PED
∅2

EXISTING PHASE DIAGRAM

EQUIPMENT REMOVAL DETAIL
SCALE: 1"=30'
EQUIPMENT SHOWN IN BOLD IS TO BE REMOVED. N
∅5 ∅6
PED
PED
∅4
∅2 PED

POSTED SPEED
5TH STREET = 30 MPH
I STREET = 25 MPH

DETAIL A

NO SCALE
1 (2-3")
(44")
5 6
(6)
2 (2-3")
3 (3")
TO POLE "b"
13 14
7 K. CALIA
62461

TRAFFIC SIGNAL MODIFICATION PLAN
5TH STREET AND I STREET
E18
11/14/22
D. MURPHY
11/14/22 11/14/22
1"=20' D. MURPHY
N/A
9
9
PN: T15195000

DOWNTOWN MOBILITY PROJECT
1013 Galleria Blvd Roseville, CA 95678
Suite 255 (916) 773-1900
CALL
GI D

OUEFORE Y B
8QGHUJURXQG SHUYLFH AOHUW
CDOO: TOLL FREE
180000

TWO WORKING DAYS BEFORE YOU DIG

CONDUCTOR SCHEDULE

CONDUIT RUN
CONDUIT SIZE Ex. 2-3"C Ex. 2-3"C Ex. 3"C Ex. 3"C Ex. 3"C Ex. 3"C Ex. 2"C Ex. 1 1 4
"C 3"C Ex. 2"C
CONDUCTORS 6 10 14 DLC 6 10 14 DLC 6 10 14 DLC 6 10 14 DLC 6 10 14 DLC 6 10 14 DLC 6 10 14 DLC 6 10 14 DLC 6 10 14 DLC 6 10 14 DLC VEH. SIG. ∅2 3 3 3 3 3 3 3
VEH. SIG. ∅3 6 6 3 3 3
VEH. SIG. ∅4 3 3 3 3 3 3 3
VEH. SIG. ∅8 3 3 3 3 3 3
PED. SIG. ∅2 4 4 2 2 2
PED. SIG. ∅6 2 2 2 2 2 2
PED. SIG. ∅8 2 2 2 2 2 2
APS ∅2 4 4 2 2 2
APS ∅6 2 2 2 2 2 2 2
APS ∅8 2 2 2 2 2 2
SPARES 3 3 3 3 3 3 3 3
SIG. NEUTRAL 1 1 1 1 1 1 1 1
CONTROLLER POWER 2
LIGHTING CIRCUIT 1 1 1 1
LIGHTING CIRCUIT 2 1 1 1 1
LIGHTING CIRCUIT 3 1 1 1 1
LIGHTING CIRCUIT 4 1 1 1 1 1
LIGHTING CIRCUIT 5 1 1 1 1 1 1
LIGHTING COMMON 1 1 1 1 1 1 1
SIGN LIGHTING 2 2 2 2
GROUND + 2 2 1 1 1 1 1 1 1
VEH. DET. ∅3 1 1 1 1 1 1
VEH. DET. ∅4 1
VEH. DET. ∅8 1 1 1 1 1 1
CCTV CAT6E - 1 1 1 1
VIDEO DETECTION CABLE * 3 3 3 1 1 1 1
SMFO-12 2 2 2 1
TOTAL CONDUCTORS 2 3 34 9 8 3 34 8 8 2 27 8 8 2 27 4 2 2 15 1 7 2 20 2 0 0 4 2 2 2 13 0 0 1 3 1 2 2 6 2 BOLD TEXT INDICATES CONDUCTORS ARE NEW OR QUANTITY IS MODIFIED.

LIGHT TEXT INDICATES EX. CONDUCTORS TO REMAIN.
'+' PROVIDE 1#10 THW GROUND IN EACH CONDUIT.
'~' INDICATES GPS EVP CABLE PER SPECIAL PROVISIONS.
'*' INDICATES CABLE FOR ECONOLITE VISION DETECTION CAMERA PER SPECIAL PROVISIONS. '-' INDICATES BELDEN 7927A OUTDOOR RATED CAT6 CABLE OR APPROVED EQUAL.

CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS PER CONDUCTOR SCHEDULE.

CONTRACTOR SHALL REMOVE EX. CONDUCTORS NOT SHOWN TO REMAIN. 1 2 3 4 5 6 7 8 9 10

POLE LOCATIONS

POLE STATION OFFSET
78+29.6 26.1' (R)
78+05.2 70.2' (R)
C
F

LUMINAIRE SCHEDULE
EXISTING TRAFFIC SIGNAL METERED SERVICE PEDESTAL NO. 509 IS LOCATED ON THE NORTH SIDE OF I STREET 30' ± WEST OF THE CENTERLINE OF 5TH STREET.

CIRCUIT NO. EX. 110 W LED MAST

ARM TO REMAIN

CIRCUIT TOTAL
1 3 3
2 7 7
3 5 5
4 3 3
5 3 3
TOTAL 21 21
K. CALIA
62461

TRAFFIC SIGNAL MODIFICATION PLAN
5TH STREET AND I STREET
E19
11/14/22
D. MURPHY
11/14/22 11/14/22
N/A D. MURPHY
N/A
80 9

POLE SCHEDULE

POLE STANDARD POLE HEIGHT
VEH. SIGNAL PED. SIGNAL APS MAST ARM LENGTH
NOTES
∅ TYPE SEC MTG ∅ TYPE MTG ∅ ARROW TRA. SIG. ST. LTNG.
(17-2-129) (30')
(2) (1w3l) (12") (mat) - - - - - (20') (12') EX. CCTV ON SIGNAL POLE TO REMAIN. INSTALL ECONOLITE VISION VIDEO DETECTION CAMERA ON SMA. (2) (1w3l) (12") (sv-1-t) (24-3-129) (30')
4 1W4L 12"
SV-2-T (2) (c/d) (sp-1-t) 2 RIGHT - (15') REMOVE SIGNAL MAST ARM. 3 1W3L A
18-4-100 17'
3 1W3L A MAT
- - - - - 25' - INSTALL ECONOLITE VISION VIDEO DETECTION CAMERA ON SMA. 8 1W3L 12" MAS
(1-b) (10') (8) (1w3l) (12") (tv-1-t)
(2) (c/d)
(sp-2-t) 2 LEFT - - REPLACE LOUVERED SIGNAL MODULES WITH STANDARD CIRCULAR MODULES. (8) (c/d)
(pba post) (4') - - - - - - - 8 RIGHT - - 1-B 10' 2 1W3L 12" TV-1-T - - - - - - - INSTALL POLE TO THE EAST OF TREE. (pba post) (4') - - - - - - - 8 LEFT - -
(15) (30')
2 1W3L 12"
SV-2-T
(6) (c/d)
(sp-2-t) - - - (6')
8 1W3L 12" (8) (c/d)
(pba post) (4') - - - - - - - 6 RIGHT - -
(17-3-129) (30')
(4) (1w3l) (12") (mat) - - - 6 LEFT (20') (10') INSTALL ECONOLITE VISION VIDEO DETECTION CAMERA ON SMA. 4 1W4L 12" SV-1-T
(16) (17')
(2) (1w3l) (12") (mat)
(6) (c/d) (sp-1-t) - - (20') -
(2) (1w3l) (12") (sv-1-t)
NOTE: REFER TO 2006 CALTRANS STANDARD PLANS FOR NEW TRAFFIC SIGNAL POLES. 2018 CALTRANS STANDARDS FOR PEDESTRIAN PUSH BUTTON CONSTRUCTION STANDARDS. 'A' INDICATES ALL 12" ARROW HEAD SECTION.
'C/D' INDICATES LED PEDESTRIAN SIGNAL WITH COUNTDOWN TIMER. 'APS' POLARA 2 WIRE iDS23RB1-Y PPB w/iDETECT. INSTALL THE CENTER OF THE PUSHBUTTON AT 42" ABOVE GRADE.

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
73 74
J STREET 5TH STREET
(∅8) (∅8)
∅4
∅4
(∅6)
(∅6)
(∅6)
(∅8P)
(∅8P)
(∅4P)
(∅6P)
(∅6P)
(∅6P)
(∅6P)
∅8
∅4
a
d
e
I
k
M
H
F
o
APS(∅8P)
APS(∅6P) G
APS(∅6P)
APS(∅4P)
1 1
EX. R3-17
EX. R3-7
EX. SNS
EX. SNS
EX. "LEFT TURNING TRAFFIC MUST YIELD TO PEDESTRIANS" SIGN EX. SNS
EX. "RIGHT TURN YIELD TO PEDESTRIANS" SIGN
EX. R3-8a MOD
EX. SNS
EX. SNS
EX. R3-17
EX. R26 (CA)
4 EX. 2"
3 (2-2")
(1-3")
5 3
8 (11
2")
10 3"

SEE DETAIL 'A'

THIS SHEET
8 8
8 6
(2")
(6(T))
1 (6(T))
1 (5(T))
10 EX. 11
4"C, 2#6 (Ltg Ckt 1)
13 9
4 (2")
∅4 (63) (BIKE)
2 (∅4P)
7 (11
2")
9 14
∅ BIKE
∅
8 8(55) (51)
∅ BIKE8(55)
∅ BIKE
∅
8 8(55) (51)
3 ∅ BIKE
∅
8 8(55) (51)
∅6(35) ∅6(39)BIKE
∅ BIKE6(39)
∅6(35) ∅6(39)BIKE
∅6(35) ∅6(39)BIKE
∅6(35) ∅6(39)BIKE
∅6(35) ∅6(39)BIKE
∅ BIKE
∅
4 4(63) (59)
L
J
15 15
16 16
HOLLOW

SIDEWALK
9 3" 6
6 N
(∅6)
EX. R6-1 (R)
APS (∅4P)
APS (∅6P)
2"C, 1 DLC
2"C, 2 DLC
2"C, 4 DLC
17 18
R10-12 J STREET 5TH STREET
STREETLIGHT WITH MAST ARM 1
1 7
1 REMOVE EX. CONDUCTORS
AND MAINTAIN EX. CONDUIT
pull box
12 11
11 6
3"C, TO TRUCK EGRESS

SIGNAL CONTROLLER
13 (6)
(44)
(5)
8) 175' TO LIMIT LINE
∅8(19) ∅8(20)
DH
2"C, 2 DLC 175' TO LIMIT LINE
∅4(27) DH
2"C, 1 DLC
175' TO

LIMIT LINE
∅6(3)
∅6(4)
∅6(5)
∅6(6)
2"C, 4 DLC
DH PN: T15195000

DOWNTOWN MOBILITY PROJECT
1013 Galleria Blvd Roseville, CA 95678
Suite 255 (916) 773-1900
CALL
GI D

OUEFORE Y B
8QGHUJURXQG 6HUYLFH $OHUW
CDOO: TOLL )REE
10000

TWO WORKING DAYS BEFORE YOU DIG
1" = 20' GRAPHIC SCALE
20 0 20 40
EQUIPMENT OR MATERIAL TO BE REMOVED. SALVAGE 12" TRAFFIC SIGNAL HEADS AND LED LUMINAIRES. ALL OTHER REMOVED EQUIPMENT TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED.

CONNECT NEW CONDUIT TO EXISTING CONDUIT AND EXTEND INTO NEW PULL BOX.

INSTALL CONDUIT INTO EX. PULL BOX.

INSTALL TRAFFIC SIGNAL POLE FOUNDATION IN HOLLOW SIDEWALK PER DETAIL ON SHEET E-33.

EX. TYPE 336SS CABINET WITH MODEL 2070L CONTROLLER TO REMAIN. FURNISH AND INSTALL VIDEO DETECTION PROCESSOR AND APS CONTROL UNIT IN CABINET. LAND NEW CONDUCTORS IN CABINET. CITY FORCES TO PERFORM CONTROLLER PROGRAMMING.

EX. TYPE III-AF SINGLE METERED ELECTRICAL SERVICE PEDESTAL AT 5TH ST/TRUCK EGRESS TO REMAIN.

EXISTING POLE IS LOCATED ABOVE HOLLOW SIDEWALK. LEAVE FOUNDATION IN PLACE AND REMOVE HARDWARE AS NECESSARY IN ORDER TO REPAIR SIDEWALK SURFACE.

REPAIRED SURFACE SHALL BE HOMOGENOUS BETWEEN SCORE LINES.

INSTALL ECONOLITE VISION VIDEO DETECTION CAMERA ON SMA PER CITY STANDARD DETAILS E-200, E-210, AND E-220.

SPLICE EX. CONDUCTORS TO NEW CONDUCTORS.

EX. METAL ENCLOSURE ATTACHED TO WALL IN SIDEWALK BASEMENT. INSTALL NEW CONDUITS INTO EX. ENCLOSURE.

EX. 2"C, 2#6 (CONTROLLER), 2#6 (Ltg), 1#6 G, AND 5TH ST/TRUCK EGRESS SIGNAL CONDUCTORS TO REMAIN.

EX. 3"C, 2#6 (CONTROLLER), 2#6 (Ltg), 1#6 G TO REMAIN.

EX. 2-2"C, 2#6 (CONTROLLER), 2#6 (Ltg), and 1#6 G TO REMAIN.

CONNECT EX. 1
1 4"C. REMOVE AND REPLACE 2#6 (Ltg Ckt 1).

INSTALL PBA POLE IN HOLLOW SIDEWALK PER DETAIL ON SHEET E-33. POST SHALL NOT BE LOCATED DIRECTLY ABOVE A BEAM.

INSTALL 1.5" TYPE 1 CONDUIT ON WALL/CEILING IN BASEMENT BETWEEN POLE AND EX.

METAL WALL-MOUNTED ENCLOSURE.

REMOVE EXISTING CCTV CAMERA. FURNISH AND INSTALL NEW CCTV CAMERA ON POLE PER CITY STANDARD DETAIL NO. E-230.

ROTATE EXISTING SIGNAL HEAD AND WIRE FOR PHASE 4.
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
PROJECT NOTES (THIS SHEET ONLY):

PED
∅6 PED PED∅8 PED
∅4

PROPOSED PHASE DIAGRAM
PED
∅6 PED PED PED∅8

EXISTING PHASE DIAGRAM

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

POSTED SPEED
5TH STREET = 30 MPH
J STREET = 30 MPH

DETAIL A

NO SCALE
5 1
2 (2")
(44)
3 (2-2")
(1-3")
a
EX. 2"C TO 5TH/I

STREET TRAFFIC
SIGNAL
(2")
(3")
3 EX. TO POLE "d"
APS (∅6P)
B
APS (∅8P)
9 C
4 (2")
(44)
(44)
EX. 2"C, 1 SMFO-12
(6TH ST/J ST)
EX. 3"C, 1 SMFO-12 (4TH ST/J ST), 1
SMFO-12 (5TH ST/"DOCK")
10 3"
EX. 2.5"C, 1 SMFO-12 (4TH ST/JST), 1 SMFO-12
EX. 2"C, 1 SMFO-12 (5TH ST/"DOCK"), 1 SMFO-12

SEE RIGHT

SEE LEFT
K. CALIA
62461

TRAFFIC SIGNAL MODIFICATION PLAN
5TH STREET AND J STREET
E0
11/14/22
D. MURPHY
11/14/22 11/14/22
1"=20' D. MURPHY
N/A
1
9
PN: T15195000

DOWNTOWN MOBILITY PROJECT
1013 Galleria Blvd Roseville, CA 95678
Suite 255 (916) 773-1900
CALL
GI D

OUEFORE Y B
8QGHUJURXQG SHUYLFH AOHUW
CDOO: TOLL FREE
180000

TWO WORKING DAYS BEFORE YOU DIG

CONDUCTOR SCHEDULE

CONDUIT RUN

CONDUIT SIZE
Ex. 2"C
Ex. 3"C
Ex. 2"C
Ex. 2-2"C
Ex. 1-3"C
Ex. 2"C Ex. 2"C Ex. 2"C Ex. 1
1 2
"C Ex. 1
1 2
"C 3"C 3"C
CONDUCTORS 6 10 14 DLC 6 10 14 DLC 6 10 14 DLC 6 10 14 DLC 6 10 14 DLC 6 10 14 DLC 6 10 14 DLC 6 10 14 DLC 6 10 14 DLC 6 10 14 DLC VEH. SIG. ∅4 3 3 3 3 3
VEH. SIG. ∅6 3 3 3 3 3
VEH. SIG. ∅8 6 3
PED. SIG. ∅4 2 2 2 2 2
PED. SIG. ∅6 4 4 2 2 2 2 2 2
PED. SIG. ∅8 2 2 2 2 2
APS ∅4 2 2 2 2 2
APS ∅6 4 4 2 2 2 2 2 2
APS ∅8 2 2 2 2 2
SPARES 3 3 3 3 3 3 3 3 3 3
SIG. NEUTRAL 1 1 1 1 1 1 1 1 1 1
CONTROLLER POWER 2 2
LIGHTING CIRCUIT 1 1 1 1 1 1
LIGHTING COMMON 1 1 1 1 1
GROUND + 2 1 3 1 1 1 1 1 1 1
VEH. DET. ∅4 1 1 1 1
VEH. DET. ∅6 4 4 4
VEH. DET. ∅8 2 2
CCTV CAT6E - 1 1
VIDEO DETECTION CABLE * 3 2 1 1 1
SMFO-12 1
TOTAL CONDUCTORS 2 3 31 12 2 2 25 8 4 4 6 2 0 2 14 0 2 2 14 0 2 2 14 0 2 2 5 0 0 2 12 1 0 2 14 2 0 2 14 6 BOLD TEXT INDICATES CONDUCTORS ARE NEW OR QUANTITY IS MODIFIED.

CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS PER CONDUCTOR SCHEDULE.

CONTRACTOR SHALL REMOVE EX. CONDUCTORS NOT SHOWN TO REMAIN. 1 2 3 4 5 6 7 8 9 10

POLE SCHEDULE

POLE STANDARD POLE HEIGHT
VEH. SIGNAL PED. SIGNAL APS MAST ARM LENGTH
NOTES
∅ TYPE SEC MTG ∅ TYPE MTG ∅ ARROW TRA. SIG. ST. LTNG.
(24-4-100) (30')
(8) (1w3l) (12") (mat)
(6) (c/d) (sp-1-t) - - (35') (10') INSTALL ECONOLITE VISION VIDEO DETECTION CAMERA ON SMA. (8) (1w3l) (12") (sv-1-t)
PBA POST 5-7" - - - - - - - 6 LEFT - - PBA POST 5-7" - - - - - - - 8 RIGHT - - (19-4-100) (30')
(6) (1w3l) (12") (mat)
(8) (c/d) (sp-1-t) - - (25') (10') REMOVE EX. CCTV CAMERA. INSTALL NEW CCTV CAMERA ON POLE.

INSTALL ECONOLITE VISION VIDEO DETECTION CAMERA ON SMA. (6) (1w3l) (12") (sv-1-t) (19-4-100) (30')
(6) (1w3l) (12") (mat) (6) (c/d)
(sp-2-t) - - (25') (10')
(6) (1w3l) (12") (sv-1-t) (8) (c/d)
PBA POST 5-7" - - - - - - - 8 LEFT - - PBA POST 5-7" - - - - - - - 6 RIGHT - - 1-B 10' 8 1W3L 12" TV-1-T - - - - - - -
19-3-100 30'
4 1W3L 12" MAS
- - - - - 25' 12' INSTALL ECONOLITE VISION VIDEO DETECTION CAMERA ON SMA.

FOUNDATION IN HOLLOW SIDEWALK; SEE PLANS. 4 1W3L 12" SV-1-T PBA POST 5-7" - - - - - - - 6 LEFT - - FOUNDATION IN HOLLOW SIDEWALK. (1-b) (7') - - - -
(4) (c/d)
(tp-2-t) - - -
(6) (c/d)
PBA POST 5-7" - - - - - - - 4 RIGHT - - FOUNDATION IN HOLLOW SIDEWALK.

PBA POST 5-7" - - - - - - - 4 LEFT - - PBA POST 5-7" - - - - - - - 6 RIGHT - - (1-b) (10') 4 (1W3L) (12") (TV-1-T)
(4) (c/d)
(sp-2-t) - - - - ROTATE EXISTING SIGNAL HEAD AND WIRE FOR PHASE 4. (6) (c/d)
NOTE: REFER TO 2006 CALTRANS STANDARD PLANS FOR NEW TRAFFIC SIGNAL POLES. 2018 CALTRANS STANDARDS FOR PEDESTRIAN PUSH BUTTON CONSTRUCTION STANDARDS. 'A' INDICATES ALL 12" ARROW HEAD SECTION.
'C/D' INDICATES LED PEDESTRIAN SIGNAL WITH COUNTDOWN TIMER. 'APS' POLARA 2 WIRE iDS23RB1-Y PPB w/iDETECT. INSTALL THE CENTER OF THE PUSHBUTTON AT 42" ABOVE GRADE.

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
N
o

LUMINAIRE SCHEDULE
EXISTING TRAFFIC SIGNAL METERED SERVICE PEDESTAL IS LOCATED ON THE EAST SIDE OF 5TH STREET APPROXIMATELY 275' SOUTH OF THE J STREET CENTERLINE.

CIRCUIT NO. EX. 110 W LED MAST

ARM TO REMAIN
EX. 110 W LED MAST

ARM TO REMOVE
NEW 110 W LED

MAST ARM

CIRCUIT TOTAL
1 5 1 1 6
TOTAL 5 1 1 6

POLE LOCATIONS

POLE STATION OFFSET
73+95.3 45.5' (R)
73+87.6 52.0' (R)
73+06.1 66.3' (R)
72+99.2 58.7' (R)
72+94.1 46.3' (R)
72+84.4 28.8' (L)
72+96.6 32.0' (L)
73+08.1 43.2' (L)
74+00.7 46.6' (L)
74+7.3 36.1' (L)
B
C
F
G
H
I
J
L
M
N
K. CALIA
62461

TRAFFIC SIGNAL MODIFICATION PLAN
5TH STREET AND J STREET
E1
11/14/22
D. MURPHY
11/14/22 11/14/22
N/A D. MURPHY
N/A
8
9
64 65 66
BIKE
LANE
L STREET 5TH STREET
∅8
∅4
∅4
∅8
(∅2)
(∅2)
(∅2)
(∅4P)
(∅4P)
∅8P
(∅8P)
∅2P
∅2P ∅2P
∅4
∅8
b
g
h
i
J
C
∅3 ∅3
APS(∅2P)
APS(∅4P)
APS(∅2P)
APS(∅4P)
APS(∅8P)
APS(∅2P)
E
F
M
N
K
∅8
APS(∅2P) L
D
3 6
7 8
8 3 8
20 1
3 (2")
(5)
4 (∅2)
5 (1.5")
6 (2-2")
EX. R6-1R
9 EX. SNS
10 EX. R6-2 (L)
6 (31
2 )
(6(T))
5 5
EX. 11
2"C, 2#6
(Ltg Ckt 1)
11 12
∅ BIKE
∅
4 4(63) (59)
∅ BIKE4(63)
∅2(47)BIKE ∅2(43)
∅2(47)BIKE ∅2(43)
∅ BIKE
∅
8 8(55) (51)
∅ BIKE8(55)
∅ BIKE
∅3 3(50) (49)
15' 12'
EX. FIBER TRUNK
EX. FIBER TRUNK TO HUB
15 SEE DETAIL 'B'

THIS SHEET
5 16
2 (2")
(∅2P)
a 18 5
3 EX. 1
1 2"C, 4#6 (Ltg Ckts 1 TO 3), 1 SMFO-12
∅4
R10-12A
∅2(47)BIKE ∅2(43)
∅2(47)BIKE ∅2(43)
∅ BIKE
∅
8 8(55) (51)
(11
2"C)
(2")
R3-18 EX. MANHOLE
BIKE
LANE
ONLY
L STREET 5TH STREET
1 TYPE 2 POLE 1
1 1

STREETLIGHT WITH MAST ARM (REMOVE FROM
SERVICE #275 ON L STREET WEST OF 5TH STREET)
TYPE 23 POLE
TYPE 2 POLE
13 6
4 4
1 TYPE 1 POLE
2 ABANDON LOOPS
1 DH

SIGNAL AND

MOUNTING
"SUTTER HEALTH PARK" SIGN
EX. RIGHT TURN ONLY SIGN
"LEFT ONLY, BUS ONLY" SIGN
2 4
SNS 9
10 R6-2L
1 17
AB
EX. Ltg Ckt.

PROTECT IN PLACE
(30410)
2 23 STREETLIGHT WITH MAST ARM
16 1
23 R3-18 MOD 1
(5973)
2 1
1 6TH STREET
18 21 SERVICE #2476
14 22
(5)
TO EX.

SERVICE
#2475 63
∅8(20) 175' TO CROSSWALK
∅8(19)
DH
2"C, 2 DLC PN: T15195000

DOWNTOWN MOBILITY PROJECT
1013 Galleria Blvd Roseville, CA 95678
Suite 255 (916) 773-1900
CALL
GI D

OUEFORE Y B
8QGHUJURXQG SHUYLFH AOHUW
CDOO: TOLL FREE
180000

TWO WORKING DAYS BEFORE YOU DIG
1" = 20' GRAPHIC SCALE
20 0 20 40
PROJECT NOTES (THIS SHEET ONLY): PED
∅8
PED
PED
∅2 ∅3

PROPOSED PHASE DIAGRAM
PED
PED
∅2 PED PED∅4

EXISTING PHASE DIAGRAM

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

N PED
∅

POSTED SPEED
5TH STREET = 30 MPH
L STREET = 25 MPH
EQUIPMENT OR MATERIAL TO BE REMOVED. SALVAGE 12" TRAFFIC SIGNAL HEADS, COUNTDOWN PEDESTRIAN SIGNALS, AND LED LUMINAIRES. ALL

OTHER EQUIPMENT TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED.

ABANDON CONDUIT AND REMOVE CONDUCTORS.

INSTALL CONDUIT INTO EXISTING PULL BOX.

EX. FOUNDATION SHALL BE REMOVED OR ABANDONED BY GRINDING TO 12" MINIMUM BELOW GRADE.

EX. 336SS CABINET WITH ATC eX NEMA CONTROLLER TO REMAIN. FURNISH

AND INSTALL VIDEO DETECTION PROCESSOR AND APS CONTROL UNIT IN CABINET. LAND NEW CONDUCTORS IN CABINET. CITY FORCES TO PERFORM CONTROLLER PROGRAMMING.

INSTALL NEW POLE ON EX. FOUNDATION. ADAPT TYPE 1-B POLE BASE TO 3" BOLT CIRCLE.

INSTALL 4-SECTION PROTECTED/PERMITTED LEFT TURN TRAFFIC SIGNAL PER DETAIL 'A' ON THIS SHEET.

INSTALL ECONOLITE VISION VIDEO DETECTION CAMERA ON SMA PER CITY STANDARD DETAILS E-200, E-210, AND E-220.

RELOCATE EX. SIGN TO NEW SIGNAL MAST ARM.

RELOCATE EX. SIGNs TO NEW SIGNAL POLE.

INSTALL NEW PULL BOX IN EX. CONDUIT RUNS. SPLICE EX. 1
1 2" CONDUITS IN
PULL BOX.

EX. 1
1 2"C, 4#6 (Ltg Ckts 1 to 3). REMOVE CONDUCTORS AND REPLACE WITH NEW 3#6 (Ltg Ckts 1 & 3) TO NEXT LIGHT (APPROX. 200') AND SPLICE.

EX. FOUNDATION SHALL BE REMOVED.

EX. 2"C, 2#6 (7TH ST/L ST CONTROLLER), 2#6 (6TH ST/L ST CONTROLLER), 2#6 (Ltg Ckt #4), 2#6 (Ltg Ckt #5), 2#6 (Ltg Ckt #3), 1#6 G TO REMAIN.

EX. 2"C, 2 SMFO-12 TO REMAIN.

DISCONNECT EX. LUMINAIRE FROM SERVICE AND REMOVE UNUSED CONDUCTORS TO PULL BOX. SPLICE TO Ltg Ckt 5 AS SHOWN.

CONTRACTOR SHALL CONFIRM LOCATION AND DISCONNECT TRAFFIC SIGNAL BREAKER IN GARAGE ELECTRICAL SERVICE PANEL. REMOVE CONDUCTORS AND ABANDON CONDUIT.

EX. 1
1 2C", 2#6 (Ltg Ckt 5), 1#10 G. ADD 2#6 (CONTROLLER), 1#6 G. 2"C, 2#6 (CONTROLLER), 2#6 (Ltg Ckt 5), 1#6 G.

INSTALL NEW PULL BOX IN PLACE OF EXISTING.

EX. METERED SERVICE PEDESTAL. #2476. LAND NEW 2#6 (CONTROLLER) TO EX. "SIGNAL 1" BREAKER (UNUSED) AND 1#6 G TO GROUND BUS.

EX 2"C, 2#6 (Ltg Ckt 4), 2#6 (Ltg Ckt 5), 1#10 G. ADD 2#6 (CONTROLLER), 1#6 G.

CUT CONDUITS INTO FOUNDATION. EXTEND CONDUITS INTO PULL BOX AND SPLICE IN PULL BOX OR REPLACE WIRE.
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
NO SCALE 23

DETAIL 'A'

PROTECTED/PERMITTED SIGNAL
∅3
∅3
∅3
∅3
G
FY
SY
R

DETAIL 'B'

NO SCALE
5 1
(3")
6 (2-2")
APS (∅8P)
3 3
18 19
2 (2")
(3)
(6)
a
b
K. CALIA
62461

TRAFFIC SIGNAL MODIFICATION PLAN
5TH STREET AND L STREET
E
11/14/22
D. MURPHY
11/14/22 11/14/22
1"=20' D. MURPHY
N/A
8
9
PN: T15195000

DOWNTOWN MOBILITY PROJECT
1013 Galleria Blvd Roseville, CA 95678
Suite 255 (916) 773-1900
CALL
GI D

OUEFORE Y B
8QGHUJURXQG SHUYLFH AOHUW
CDOO: TOLL FREE
180000

TWO WORKING DAYS BEFORE YOU DIG

CONDUCTOR SCHEDULE

CONDUIT RUN
CONDUIT SIZE Ex. 3"C Ex. 2"C Ex. 2"C
Ex. 2"C
Ex. 1
1 2
"C
Ex. 1
1 2
"C Ex. 2-2"C
CONDUCTORS 6 10 14 DLC 6 10 14 DLC 6 10 14 DLC 6 10 14 DLC 6 10 14 DLC 6 10 14 DLC VEH. SIG. ∅2 3 3 3 3
VEH. SIG. ∅3 4 4 4
VEH. SIG. ∅4 6 3 3 3
VEH. SIG. ∅8 6 3 3
PED. SIG. ∅2 2 2 2 2
PED. SIG. ∅4 2 2 2 2
PED. SIG. ∅8 2 2
APS ∅2 4 2 2 2 2
APS ∅4 2 2 2 2
APS ∅8 2 2
SPARES 3 3 3 3 3 3
SIG. NEUTRAL 2 1 1 1 1 1
CONTROLLER POWER 2
LIGHTING CIRCUIT 5 2 2 2
GROUND + 1 1 1 2 1 2
VEH. DET. ∅8 2 2
CCTV CAT6E - 1 1 1
VIDEO DETECTION CABLE * 3 2 2 1
SMFO-12 1 1 1
TOTAL CONDUCTORS 2 3 36 7 2 2 13 6 2 2 10 4 0 3 17 0 0 2 14 0 2 3 23 1 BOLD TEXT INDICATES CONDUCTORS ARE NEW OR QUANTITY IS MODIFIED.

CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS PER CONDUCTOR SCHEDULE.

CONTRACTOR SHALL REMOVE EX. CONDUCTORS NOT SHOWN TO REMAIN. 1 2 3 4 5 6

POLE SCHEDULE

POLE STANDARD POLE HEIGHT
VEH. SIGNAL PED. SIGNAL APS MAST ARM LENGTH
NOTES
∅ TYPE SEC MTG ∅ TYPE MTG ∅ ARROW TRA. SIG. ST. LTNG.
(STREETLIGHT) (30') - - - - - - - - - - (6')
(1-b) (10') 4 1W3L 12" (tv-1-t)
(2) (c/d)
(sp-2-t) 8 LEFT - -
(8) (c/d)
1-B 10' 8 1W3L 12" TV-1-T - - - 2 RIGHT - -
17-3-100 30'
4 1W3L 12" MAT
- - - - - 25' 12' INSTALL ECONOLITE VISION VIDEO DETECTION CAMERA ON SMA. 4 1W3L 12" SV-1-T
1-B 7' - - - - 2 C/D SP-1-T 2 LEFT - - PBA POST 5'7" - - - - - - - 4 RIGHT - - (17) (30')
(2) (1w3l) (12") (mat)
(4) (c/d) (sp-1-t) - - (20') (10') EX. CCTV ON POLE TO REMAIN. INSTALL ECONOLITE VISION VIDEO DETECTION CAMERA ON SMA. (2) (1w3l) (12") (sv-1-t)
(STREETLIGHT) (30') - - - - - - - - - - (6')
(16) (17')
(2) (1w3l) (12") (mat)
(4) (c/d) (sp-1-t) 4 LEFT (16') -
(2) (1w3l) (12") (sv-1-t)
PBA POST 5'7" - - - - - - - 2 RIGHT - -
1-B 10'
3+4 1W4L A
TV-2-T 2 C/D SP-1-T - - - - ADAPT TO EXISTING FOUNDATION. 4 1W3L 12"
29-5-100 30'
3+4 1W4L A MAS-4B
2 C/D
SP-2-T - - 50' 15' INSTALL ECONOLITE VISION VIDEO DETECTION CAMERA ON SMA. 8 1W3L 12" MAS
8 1W3L 12" MAS
8 C/D
8 1W3L 12" SV-1-T
PBA POST 5'7" - - - - - - - 2 LEFT - - PBA POST 5'7" - - - - - - - 8 RIGHT - - NOTE: REFER TO 2006 CALTRANS STANDARD PLANS FOR NEW TRAFFIC SIGNAL POLES. 2018 CALTRANS STANDARDS FOR PEDESTRIAN PUSH BUTTON CONSTRUCTION STANDARDS. 'A' INDICATES ALL 12" ARROW HEAD SECTION.
'C/D' INDICATES LED PEDESTRIAN SIGNAL WITH COUNTDOWN TIMER. 'APS' POLARA 2 WIRE iDS23RB1-Y PPB w/iDETECT. INSTALL THE CENTER OF THE PUSHBUTTON AT 42" ABOVE GRADE.

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
N

POLE LOCATIONS

POLE STATION OFFSET
64+58.7 43.7' (R)
64+47.7 31.6' (L)
64+58.7 38.9 (L)
64+65.0 44.8' (L)
65+38.9 30.3' (L)
65+39.8 23.0' (L)
65+46.3 49.3' (R)
65+43.9 56.1 (R)
65+36.3 60.9' (R)
C
D
E
F
J
K
L
M
N

METERED SERVICE LUMINAIRE SCHEDULE
EXISTING TRAFFIC SIGNAL METERED SERVICE PEDESTAL NO. 2476 IS LOCATED ON THE SOUTHWEST CORNER OF L STREET AND 6TH STREET.

CIRCUIT NO. EX. 110W LED TO
REMAIN
EX. 45W LED TO
REMAIN
NEW 117W LED

MAST ARM

CIRCUIT TOTAL
1 2
3 4 2 7 9
5 7 3 10
6 TOTAL 9 7 3 19
K. CALIA
62461

TRAFFIC SIGNAL MODIFICATION PLAN
5TH STREET AND L STREET
E
11/14/22
D. MURPHY
11/14/22 11/14/22
N/A D. MURPHY
N/A
8
9
WB
NB
OR
FWY
OR
W ST
WB SB
80 5 80 17 18 19

W STREET
I-5 NB ON-RAMP
BUS-80 WB / I-5 SB ON-RAMP
BUS-80 WB TO I-5
BUS-80 WB
APS (∅2P)
APS (∅2P)

W STREET
∅8
∅2
∅8P
∅8
∅8 ∅8
∅8
∅7
∅2
∅2
(∅2)
∅2 5TH STREET
∅8
∅2 ∅7
∅2P
b
g
H
a
L
K
F
i
j
D
M
C
E
∅7
6 (31
2 )
(31
2 )
EX. 1
1 2"C, 2#6 (Ltg), 3#14 (∅8)
EX. 1
1 2"C, 2#6 (Ltg)
6 6
5 5
APS (∅8P)
DH
DH
7 9
9 7
2-3"
6 3"
3 2-3"
4 3"
4 SEE DETAIL 'A'

THIS SHEET
7 7
∅8 (32) BIKE
EX. R3-1
EX. SNS
15 3
13 14 EX. R26 (CA)
14 EX. R9-3
INSTALL R9-3bP(L)
EX. 1
1 2"C, 2#6 (Ltg), 3#14 (∅8) TO OVERHEAD SIGNAL AT
R9-3
R9-3
15 R9-3
15 12 SNS
2 3"
j
2"C, 5 DLC
12'
12'
EX. 2"C, 1 SMFO-12 TO X ST.

EX. 1 SMFO-96, 1 SMFO-36

TO X ST
EX. 2"C 1 SMFO-96, 1 SMFO-36
TO T ST MANHOLE.
∅ BIKE
∅
7 7(58) (57)
∅ BIKE
∅
7 7(58) (57)
∅ BIKE7(58)
∅ BIKE ∅2 2(47) (43)
∅2(47)BIKE ∅2(43)
∅ BIKE
∅2
2(47)
(43)
∅ BIKE
∅2
2(47)
(43)
1 1
1 1
9 ∅8 (31)
16 17
∅7
∅8 (31)
APS (∅8P)
∅8P
∅2P
10 6
∅2
∅8
18 18 LIMIT LINE
∅4(27)
DH
2"C, 1 DLC
2"C, 2 DLC
2"C, 4 DLC
∅2
11 5
(1
1 2")
8 W STREET
I-5 NB ON-RAMP
BUS-80 WB /
I-5 SB ON-RAMP

W STREET
BUS-80 WB TO I-5 5TH STREET
2 2 ABANDON LOOPS
TYPE 16 POLE 1
#3 1
TYPE 1-b POLE 1
SIGNAL 1
1 1

SIGNAL AND

MOUNTING
1 1
1 SIGNALS & MOUNTING
1 TYPE 3 POLE
1 1
#3 1
1 2
2 #5
SNS 12
14 EX. R26(CA)
EX. R9-3 14
2 TYPE 1-b POLE

SIGNAL AND

MOUNTING
18 18
10 SIGNAL
WB
SB
NB
OR 80
5 17
FWY
ONLY 16 175' TO LIMIT LINE
∅8(29) 175' TO LIMIT LINE
∅8(30)
DH
2"C, 2 DLC
DH
2"C, 1 DLC
PED
XING 175' TO LIMIT LINE
∅7(27) DH
2"C, 1 DLC SB 5 ST
200' TO

LIMIT LINE
∅2(14)
∅2(13)
∅2(12)
∅2(11)
DH
2"C, 4 DLC PN: T15195000

DOWNTOWN MOBILITY PROJECT
1013 Galleria Blvd Roseville, CA 95678
Suite 255 (916) 773-1900
CALL
GI D

OUEFORE Y B
8QGHUJURXQG SHUYLFH AOHUW
CDOO: TOLL FREE
180000

ABANDON CONDUIT AND REMOVE CONDUCTORS.

INSTALL CONDUIT INTO EXISTING PULL BOX.

INSTALL NEW PULL BOX IN PLACE OF EXISTING.

EX. 332 CABINET WITH 2070LX CONTROLLER TO REMAIN. FURNISH AND INSTALL VIDEO DETECTION PROCESSOR AND APS CONTROL UNIT IN CABINET. LAND NEW CONDUCTORS IN CABINET. CITY FORCES TO PERFORM CONTROLLER PROGRAMMING.

EX. POLE-MOUNTED METERED ELECTRICAL SERVICE TO REMAIN.

INSTALL 4-SECTION THROUGH/LEFT TRAFFIC SIGNAL PER DETAIL 'B'.

INSTALL HORIZONTAL 4-SECTION THROUGH/LEFT TRAFFIC SIGNAL PER DETAIL 'C' ON EX.

STRUCTURE-MOUNTED TENON.

INSTALL ECONOLITE VISION VIDEO DETECTION CAMERA ON SMA PER CITY STANDARD DETAILS E-200, E-210, AND E-220.

REPLACE EXISTING SIGNAL HEAD ON STRUCTURE.

SPLICE EX. CONDUCTORS FOR STRUCTURE-MOUNTED SIGNAL TO NEW CONDUCTORS..

RELOCATE EX. SIGN TO NEW SIGNAL MAST ARM.

FURNISH AND INSTALL CCTV CAMERA ON LUMINAIRE ARM PER CITY STANDARD DETAIL E-230.

RELOCATE EX. SIGN TO NEW SIGNAL POLE.

INSTALL LANE CONTROL SIGN ON SIGNAL MAST ARM. SEE SIGNING PLANS FOR DETAILS.

POSITION AND SIZE DETECTOR LOOPS PER CITY STANDARD.

IN ADDITION TO LOOPS SHOWN, CONFIGURE VIDEO DETECTION ZONES PER DETAIL 'D' ON THIS SHEET.

SALVAGE AND REPLACE EX. LUMINAIRE PER LUMINAIRE SCHEDULE. 1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
PROJECT NOTES (THIS SHEET ONLY):
∅7 PED∅8
∅2 PED

PROPOSED PHASE DIAGRAM
∅8
∅2

EXISTING PHASE DIAGRAM

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

POSTED SPEED
5TH STREET = 30 MPH
W STREET = 35 MPH

DETAIL 'A'

NO SCALE
6 5
1 (2",3")
EX. 1
1 2"C, 2#6
(CONTROLLER), 2#6
(Ltg)
(5)
(42") 3
8 (1-1/2")
7 2-3"
(EX. 2"C, 1 SMFO-12 to X ST)
(EX. 1 SMFO-12 to 6TH ST)
2 3"
TO POLE "b"
EX. 2"C, 2#6 (CONTROLLER),
2#6 (Ltg), 2#14 (PEU)

NO SCALE

DETAIL 'B'

THROUGH/LEFT SIGNAL
R Y G
12" 12" 12"12"

NO SCALE

DETAIL 'C'

HORIZONTAL THROUGH/LEFT SIGNAL
EX. 1"C, 2#14
(PEU)
G
G
R
Y
12"
12"
12"
12"
G

DETAIL 'D'

NORTHBOUND VIDEO

DETECTION ZONES
SCALE: 1"=20'
∅ BIKE 8(18) ∅ BIKE
∅
8 8(18) (17)
∅8(17)

SEE RIGHT

SEE LEFT
K. CALIA
62461

TRAFFIC SIGNAL MODIFICATION PLAN
5TH STREET AND W STREET
E
11/14/22
D. MURPHY
11/14/22 11/14/22
1"=20' D. MURPHY
N/A
85 9
PN: T15195000

DOWNTOWN MOBILITY PROJECT
1013 Galleria Blvd Roseville, CA 95678
Suite 255 (916) 773-1900
CALL
GI D

OUEFORE Y B
8QGHUJURXQG SHUYLFH AOHUW
CDOO: TOLL FREE
180000

TWO WORKING DAYS BEFORE YOU DIG

CONDUCTOR SCHEDULE

CONDUIT RUN

CONDUIT SIZE
Ex. 2"C
Ex. 3"C
3"C 2-3"C 3"C Ex. 1
1 2
"C 3"C 2-3"C Ex. 1
1 2
"C
CONDUCTORS 6 10 14 DLC 6 10 14 DLC 6 10 14 DLC 6 10 14 DLC 6 10 14 DLC 6 10 14 DLC 6 10 14 DLC 6 10 14 DLC VEH. SIG. ∅2 3 3 3 3 3 3 3 3
VEH. SIG. ∅7 3 3 3
VEH. SIG. ∅8 3 3 3 3 3
PED. SIG. ∅2 2 2 2
PED. SIG. ∅8 2 2 2 2
APS ∅2 2 2 2
APS ∅8 2 2 2 2
SPARES 3 3 3 3 3 3 3 3
SIG. NEUTRAL 1 1 1 1 1 1 1 1
LIGHTING CIRCUIT 1 1 1 1 1 1 1 1
LIGHTING COMMON 1 1 1 1 1 1 1
GROUND + 2 1 2 1 1 1 2 1
VEH. DET. ∅2 4 4 4
VEH. DET. ∅7 1
VEH. DET. ∅8 5 5 5 5
CCTV CAT6E - 1 1
VIDEO DETECTION CABLE * 3 1 2
SMFO-12 1
TOTAL CONDUCTORS 2 3 20 15 2 2 17 10 2 3 15 9 2 2 13 5 2 2 6 0 0 2 9 0 2 3 12 2 2 2 8 1 BOLD TEXT INDICATES CONDUCTORS ARE NEW OR QUANTITY IS MODIFIED.

CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS PER CONDUCTOR SCHEDULE.

CONTRACTOR SHALL REMOVE EX. CONDUCTORS NOT SHOWN TO REMAIN. 1 2 3 4 5 6 7 8

POLE LOCATIONS

POLE STATION OFFSET
18+93.0 34.7' (L)
19+04.5 27.4' (R)
18+98.9 32.2' (R)
18+79.1 48.1' (R)
17+72.3 37.5' (R)
17+27.6 26.3' (L)
17+97.7 38.2' (L)
18+12.2 38.1' (L)
C
D
E
F
H
K
L
M

LUMINAIRE SCHEDULE
EXISTING TRAFFIC SIGNAL METERED SERVICE PEDESTAL NO. 654 IS LOCATED ON THE NORTH SIDE OF W STREET 30' ± WEST OF THE CENTERLINE OF 5TH STREET.

CIRCUIT NO.

EX. 110 W LED

MAST ARM TO
REMOVE
NEW 182W LED

MAST ARM

CIRCUIT TOTAL
1 3 4 4
TOTAL 3 4 4
NEW 182W MAST ARM LUMINARES SHALL BE EOI ESU-FA013M04440L-130 OR CITY-APPROVED EQUIVALENT.

POLE SCHEDULE

POLE STANDARD POLE HEIGHT
VEH. SIGNAL PED. SIGNAL APS MAST ARM LENGTH
NOTES
∅ TYPE SEC MTG ∅ TYPE MTG ∅ ARROW TRA. SIG. ST. LTNG.
(17) (30') (2) (1w3l) (12") (mat) - - - - - (20') (9') INSTALL CCTV CAMERA ON LUMINAIRE ARM. (1-b) (10')
2 1W3L 12"
7 1W3L 12" TV-3-T 2 C/D SP-1-T - - - - REMOVE EX. SIGNALS AND INSTALL NEW AS SHOWN. 8 1W3L A
PBA POST 5'7" - - - - - - - 2 LEFT - -
19-4-100 30'
8 1W3L A MAT
8 1W4L 12" MAS-4C - - - - - 25' 12' INSTALL ECONOLITE VISION VIDEO DETECTION CAMERA ON SMA. 8 1W3L 12" SV-1-T
PBA POST 5'7" - - - - - - - 2 LEFT - -
1-B 10' 2 1W3L 12" TV-1-T
2 C/D
SP-2-T 8 RIGHT - - 8 C/D
(15) (30') 2 1W3L 12" SV-1-T - - - - - - (12') REPLACE 8" SIGNAL HEAD WITH 12" SIGNAL HEAD.

PBA POST 5'7" - - - - - - - 8 LEFT - -
(1-b) (10') 8 1W3L 12" TV-1-T 8 C/D SP-1-T - - - - REMOVE EXISTING SIGNAL HEADS AND ADD NB SIGNAL HEAD AND PED SIGNAL HEAD.
(structure) - 8 4W1L 12" - - - - - - - REPLACE OVERHEAD SIGNAL WITH 4-SECTION THROUGH/LEFT-TURN SIGNAL.
1-B 10'
2 1W4L 12"
TV-2-T - - - - - - - 7 1W3L 12"
24-4-100 30'
7 1W3L 12" MAT
- - - - - 35' 12' INSTALL ECONOLITE VISION VIDEO DETECTION CAMERA ON SMA. 7 1W3L 12" MAS
2 1W3L 12"
SV-2-T
8 1W3L 12"
16-3-100 17'
2 1W3L 12" MAT
- - - - - 20' - INSTALL ECONOLITE VISION VIDEO DETECTION CAMERA ON SMA. 2 1W4L 12" SV-1-T
NOTE: REFER TO 2018 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. 'APS' POLARA 2 WIRE iDS23RB1-Y PPB w/iDETECT. INSTALL THE CENTER OF THE PUSHBUTTON AT 42" ABOVE GRADE.

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
K. CALIA
62461

TRAFFIC SIGNAL MODIFICATION PLAN
5TH STREET AND W STREET
E5
11/14/22
D. MURPHY
11/14/22 11/14/22
N/A D. MURPHY
N/A
8
9
FWY
WB
SB
80 13 14 15
APS (∅8P)
APS (∅6P)
APS (∅6P)
APS (∅8P) BUS-80 EB OFF-RAMP 5TH STREET

X STREET

X STREET
BUS-80 EB
I-5 TO BUS-80 EB
∅8P
∅6P
∅6P
∅8
∅4
∅8
∅4 ∅4
∅6
∅6
∅6
∅8
∅5
f
J
E
L
M
H
B K
(3)
6 4
4 (6)
(EX. 2"C, 1 SMFO-12
TO W ST.)
6 6
4 2-3"
10 2-3"
9 3"
6 5
3"
(EX. 2"C, 1 SMFO-12)
∅5
∅5
∅6
3 3"
5 C

SEE DETAIL 'A'

THIS SHEET
2 3"
SNS 10
11 EX. R81 (CA)
R9-3
R9-3bP(R)
R9-3
R9-3
12 12
R3-1
6 2-3"
13 R9-3
∅4
∅6 14'
∅6
∅5 6'
PV
PV
PV
PV
PV
EX. 1 SMFO-96, 1 SMFO-36,
AND 2 SMFO-12 TO

BROADWAY
EX. 1 SMFO-96 AND
1 SMFO-36
TO T Street
∅ BIKE
∅
8 8(55) (51)
∅ BIKE
∅
4 4(63) (59)
∅ BIKE
∅
8 8(55) (51)
R10-12
EX. MANHOLE
(EX. 3"C, 2 SMFO-12)
∅ BIKE
∅6
6(39)
(35)
∅ BIKE4(63)
∅5(41)
∅5(41)
d
12 1
1 1
1 6
6 PV
PV
7 175' TO LIMIT LINE
∅8(29) 2"C, 1 DLC
DH
2"C, 1 DLC
2"C, 1 DLC
11 EX. SNS
I
4 2"C, 3 DLC
∅5
G
∅ BIKE
∅6
6(39)
(35)
∅ BIKE
∅6
6(39)
(35)
5 ∅8P
A
8 (1
1 2")
7 (1
1 2")
1 BUS-80 EB OFF-RAMP 5TH STREET

X STREET X STREET
BUS-80 EB
I-5 TO BUS-80 EB
#3
1 2
#3
2 2
TYPE 15 POLE
2 1 TYPE 3 POLE
1 1
1 1 #3
1 2
1 SIGNAL AND

MOUNTING
1 TYPE 1 POLE
SNS (X ST) 10
SIGN 1
SIGN 1
1 11 EX. R81 (CA)
1 TYPE 3 POLE

SIGNAL AND

MOUNTING
1 1
2 2
1 11 SNS (5th ST)
1 #3 PULL BOX
1 TYPE 1-B POLE 12 175' TO LIMIT LINE
∅8(19)
DH
2"C, 1 DLC 175' TO LIMIT LINE
∅4(27)
DH
2"C, 1 DLC
200' TO LIMIT LINE ∅6(3)
∅6(4)
∅6(5)
2"C, 3 DLC
DH
SB 5TH
OR 80
FWY PN: T15195000

DOWNTOWN MOBILITY PROJECT
1013 Galleria Blvd Roseville, CA 95678
Suite 255 (916) 773-1900
CALL
GI D

OUEFORE Y B
8QGHUJURXQG SHUYLFH AOHUW
CDOO: TOLL FREE
180000

TWO WORKING DAYS BEFORE YOU DIG
1" = 20' GRAPHIC SCALE
20 0 20 40
EQUIPMENT OR MATERIAL TO BE REMOVED. SALVAGE 12" TRAFFIC SIGNAL HEADS AND LED LUMINAIRES. ALL OTHER EQUIPMENT TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED.

ABANDON CONDUIT AND REMOVE CONDUCTORS.

INSTALL CONDUIT INTO EXISTING PULL BOX.

INSTALL NEW PULL BOX IN PLACE OF EXISTING.

EX. 332 CABINET WITH 2070LX CONTROLLER TO REMAIN. FURNISH AND INSTALL VIDEO DETECTION AND APS CONTROL UNIT IN CABINET. LAND NEW CONDUCTORS IN CABINET.

CITY FORCES TO PERFORM CONTROLLER PROGRAMMING.

EX. POLE-MOUNTED METERED ELECTRICAL SERVICE TO REMAIN.

INSTALL 4-SECTION THROUGH/LEFT TRAFFIC SIGNAL WITH 12" RED, YELLOW, AND GREEN CIRCULAR SECTIONS AND GREEN LEFT ARROW SECTION.

EX. 1"C, 2#8 (SIGNAL), 1#8 (Ltg), 1#8 (COMMON) TO REMAIN.

EX. 2"C, 2#8 (SIGNAL), 1#8 (Ltg), 1#8 (COMMON), 2#14 (PEU) TO REMAIN.

RELOCATE EX. SIGN TO NEW SIGNAL MAST ARM.

RELOCATE EX. SIGN TO NEW SIGNAL POLE.

INSTALL ECONOLITE VISION VIDEO DETECTION CAMERA ON SMA PER CITY STANDARD DETAILS E-200, E-210, AND E-220.

INSTALL ECONOLITE VISION VIDEO DETECTION CAMERA ON POLE PER CITY STANDARD DETAILS E-200, E-210, AND E-220.
1 2
3 4
5 6
7 8
9 10
11 12
13 PROJECT NOTES (THIS SHEET ONLY):

PED
∅6 PED∅8

PROPOSED PHASE DIAGRAM
∅8
∅2

EXISTING PHASE DIAGRAM

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

N
∅
∅

DETAIL 'A'

NO SCALE

POSTED SPEED
5TH STREET = 30 MPH
X STREET = 35 MPH
(3
1 2
)
6 5
1 (2",3") (6)
2 3"
3 10
2-3"
4 2-3"
(EX. 2"C , 1 SMFO-12)
8 9
EX. 1"C, 2#14 (PEU)
∅4
K. CALIA
62461

TRAFFIC SIGNAL MODIFICATION PLAN
5TH STREET AND X STREET
E
11/14/22
D. MURPHY
11/14/22 11/14/22
1"=20' D. MURPHY
N/A
8
9
PN: T15195000

DOWNTOWN MOBILITY PROJECT
1013 Galleria Blvd Roseville, CA 95678
Suite 255 (916) 773-1900
CALL
GI D

OUEFORE Y B
8QGHUJURXQG SHUYLFH AOHUW
CDOO: TOLL FREE
180000

TWO WORKING DAYS BEFORE YOU DIG

POLE LOCATIONS

POLE STATION OFFSET
13+76.6 30.9' (L)
13+79.1 36.5' (L)
13+93.1 42.9 (L)
15+07.4 23.5' (L)
14+65.5 30.0' (R)
14+54.8 38.5' (R)
13+93.4 49.2' (R)
13+88.7 39.6' (R)
13+75.8 28.5' (R)
13+76.6 33.8' (R)
A
B
C
E
G
H
J
K
L
M

LUMINAIRE SCHEDULE

EXISTING TRAFFIC SIGNAL METERED SERVICE PEDESTAL IS LOCATED ON THE SOUTH SIDE OF X STREET 30' ± WEST OF THE CENTERLINE OF 5TH STREET.

CIRCUIT NO.

EX. 110 W LED

MAST ARM TO
REMAIN
NEW 110 W LED

MAST ARM

CIRCUIT TOTAL
1 1 4 5
TOTAL 1 4 5

POLE SCHEDULE

POLE STANDARD POLE HEIGHT
VEH. SIGNAL PED. SIGNAL APS MAST ARM LENGTH
NOTES
∅ TYPE SEC MTG ∅ TYPE MTG ∅ ARROW TRA. SIG. ST. LTNG.
17-3-100 30'
4 1W3L 12" MAT
6 C/D SP-1-T 20' 12' INSTALL ECONOLITE VISION VIDEO DETECTION CAMERA ON SMA. 4 1W3L 12" SV-1-T
PBA POST 5'7" 6 LEFT
1-B 10' 6 1W3L 12" TV-1-T
(15) (30')
6 1W3L 12"
SV-2-T (6') EX. CCTV ON SIGNAL POLE TO REMAIN.
5 1W3L 12"
1-B 10' 4 1W3L 12" TV-1-T
(1-b) (10') 4 1W3L 12" TV-1-T
19-3-100 30'
8 1W3L 12" MAT
5 1W3L A 8 C/D SP-1-T 25' 12' INSTALL ECONOLITE VISION VIDEO DETECTION CAMERA ON SMA.

SV-2-T
8 1W3L 12"
PBA POST 5'7" 8 RIGHT
15TS 30'
5 1W4L 12"+A
SV-2-T 12' INSTALL VIDEO DETECTION CAMERA ON POLE.
6 1W3L 12"
26-4-100 30' 6 C/D SP-1-T 40' 12' INSTALL ECONOLITE VISION VIDEO DETECTION CAMERA ON SMA. 6 1W3L 12" MAS
5 1W3L 12" MAS
6 1W3L 12" MAS
5 1W3L 12"
SV-2-T
6 1W3L 12"
PBA POST 5'7" 8 LEFT
1-B 10' 8 1W3L 12" TV-1-T 8 C/D SP-1-T
PBA POST 5'7" 6 RIGHT
NOTE: REFER TO 2018 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. 'APS' POLARA 2 WIRE iDS23RB1-Y PPB w/iDETECT. INSTALL THE CENTER OF THE PUSHBUTTON AT 42" ABOVE GRADE.

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

CONDUCTOR SCHEDULE

CONDUIT RUN

CONDUIT SIZE
Ex. 2"C
Ex. 3"C
3"C 3"C 2-3"C 3"C 2-3"C Ex. 1
1 2
"C Ex. 1
1 2
"C 3"C 2-3"C
CONDUCTORS 8 10 14 DLC 8 10 14 DLC 8 10 14 DLC 8 10 14 DLC 8 10 14 DLC 8 10 14 DLC 8 10 14 DLC 8 10 14 DLC 8 10 14 DLC 8 10 14 DLC VEH. SIG. ∅4 6 3 3 3 3 3
VEH. SIG. ∅5 6 3 3 3 3 3
VEH. SIG. ∅6 9 3 3 3 3 3 3 3
VEH. SIG. ∅8 6 3 3 3
PED. SIG. ∅6 4 2 2 2
PED. SIG. ∅8 4 2 2 2
APS ∅6 4 2 2
APS ∅8 4 2 2 2 2
SPARES 9 3 3 3 3 3 3 3 3 3
SIG. NEUTRAL 3 1 1 1 1 1 1 1 1 1
CONTROLLER POWER 2
LIGHTING CIRCUIT 1 1 1 1 1 1 1
LIGHTING COMMON 1 1 1 1 1 1
GROUND + 2 1 1 2 1 2 1 1 2
VEH. DET. ∅4 1 1 1
VEH. DET. ∅6 3 3 3
VEH. DET. ∅8 1 1
CCTV CAT6E - 1 1
VIDEO DETECTION CABLE * 4 1 2 2 1 1 1
SMFO-12 1
TOTAL CONDUCTORS 2 5 52 11 2 2 13 4 0 2 6 3 2 3 19 4 0 2 6 1 2 3 19 2 0 1 6 0 2 2 9 1 2 2 13 1 2 3 20 2 BOLD TEXT INDICATES CONDUCTORS ARE NEW OR QUANTITY IS MODIFIED.

CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS PER CONDUCTOR SCHEDULE.

CONTRACTOR SHALL REMOVE EX. CONDUCTORS NOT SHOWN TO REMAIN. 1 2 3 4 5 6 7 8 9 10
K. CALIA
62461

TRAFFIC SIGNAL MODIFICATION PLAN
5TH STREET AND X STREET
E
11/14/22
D. MURPHY
11/14/22 11/14/22
N/A D. MURPHY
N/A
88 9
26 27
28 I STREET 16TH STREET
∅2P
∅8P
∅8P
∅8P
∅8
∅2P
∅2
b
C
g
E
F
D
A
∅8
(∅8)
6 6
6 (31
2 )
6 2"C, 2#8 (Ltg Ckt 1), 1#10 G
(3)
(5)
2 2-3"
3 3"
4 3"
3 SEE DETAIL 'A'
8 11
11 1
2 13
14 2
1 2
1 14
2 16 EX. SNS (I ST)
16 EX. SNS (16TH ST)
EX. SNS (I ST) 16
EX. SNS (16TH ST) 15
14 (∅8P)
4 12
EX. R6-2 SIGN
14'
∅8 ∅8
∅2
(∅2)
∅2
5 2-3"
9 18
19 11
∅2P
TO 15TH STREET 7
(∅2P)
∅2
20 12'
21 5 16TH STREET

I STREET
1 7' TYPE 1-b POLE
#5 1
#5 1
2 1
1 #3
1 2
2 1 TYPE 16 POLE
1 #3
1 2
2 SNS (I ST) 16
15 SNS (16th ST)
16 SNS (16th ST)
SNS (I ST) 16
1 EX. R6-1 SIGN
#6 PULL BOX 1
2 2

NON-C/D PED
SIGNAL
PULL BOX 1
TYPE 17 POLE 1
1 STREETLIGHT ID #21015
2 2
21 CABINET 1
6 180' TO 8 CROSSWALK
EX. 11
2 EX. 11 "C, 2#8 (Ltg Ckt 4), 1#10 G
4"C, 3#8 (Ltg Ckts 3 AND 4) PN: T15195000

DOWNTOWN MOBILITY PROJECT
1013 Galleria Blvd Roseville, CA 95678
Suite 255 (916) 773-1900
CALL
GI D

OUEFORE Y B
8QGHUJURXQG SHUYLFH AOHUW
CDOO: TOLL FREE
180000

TWO WORKING DAYS BEFORE YOU DIG
1" = 20' GRAPHIC SCALE
20 0 20 40
EQUIPMENT OR MATERIAL TO BE REMOVED. SALVAGE 12" SIGNAL HEADS, COUNTDOWN PEDESTRIAN SIGNS, AND LED LUMINAIRES. ALL OTHER REMOVED EQUIPMENT TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED.

ABANDON CONDUIT AND REMOVE CONDUCTORS.

INSTALL CONDUIT INTO EXISTING PULL BOX.

FURNISH AND INSTALL CCTV CAMERA ON SMA PER CITY OF SACRAMENTO DETAIL NO. E-230.

FURNISH AND INSTALL MODEL 332 CABINET WITH 2070 ATC eX CONTROLLER ASSEMBLY IN ACCORDANCE WITH THE LATEST CITY SPECIFICATIONS AND ADDENDUMS AT THE TIME OF EQUIPMENT SUBMITTAL. FURNISH ALL NECESSARY AUXILIARY EQUIPMENT TO BE A COMPLETE FUNCTIONING AND FIELD READY SYSTEM WITH ALL NECESSARY CABLING TO NETWORK SWITCH. THE CONTROLLER SHALL BE LOADED WITH THE LATEST VERSION OF "D4" FOURTH DIMENSION SOFTWARE. FURNISH AND INSTALL CISCO NETWORK SWITCH (IE 2000-8TC-B), CISCO FSP (GLC-FE-100LX-RGD), CISCO POWER SUPPLY (PWR-IE50W-AC), AND SURGE SUPPRESSOR (ISOBAR12ULTRA) WITH ALL NECESSARY CABLING.

EX. METERED ELECTRICAL SERVICE NO. 40 TO REMAIN.

EX. 2"C, 1 SMFO-12. REROUTE EX. SMFO-12 TO NEW CABINET LOCATION AND TERMINATE IN FPP.

EX. 1
1 4"C, 2#8 (CONTROLLER), 3#8 (Ltg Ckts 1 & 2), 1#8 G TO REMAIN.

INSTALL NEW PULL BOX IN PLACE OF EXISTING.

EXTEND EX. CONDUIT INTO NEW PULL BOX.

SPLICE EX. CONDUCTORS TO NEW CONDUCTORS.

INSTALL LANE CONTROL SIGN ON SIGNAL MAST ARM. SEE SIGNING PLANS FOR DETAILS.

EX. 1
1 2"C, 2#8 (Ltg Ckt 1), 1#10 G TO REMAIN.

EX. 1
1 2"c, 3#8 (Ltg Ckt 1 & 2), 1#10 G TO REMAIN.

RELOCATE EX. SIGN TO NEW SIGNAL MAST ARM.

RELOCATE EX. SIGN TO NEW SIGNAL POLE.

INTERCEPT CONDUIT AND EXTEND INTO NEW PULL BOX.

INSTALL PULL BOX IN EX. CONDUIT RUN.
2"C, 2#8 (CONTROLLER), 3#8 (Ltg Ckts 1 & 2), 1#8 G.

WORK IN THIS AREA PENDING COORDINATION WITH MEMORIAL PROJECT.

RELOCATE EXISTING VERIZON 5-G EQUIPMENT TO NEW POLE.
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 PROJECT NOTES (THIS SHEET ONLY): PED PED
∅8
PED
PED
∅2

PROPOSED PHASE DIAGRAM
PED
PED
∅2 PED PED∅4

EXISTING PHASE DIAGRAM

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

POSTED SPEED
16TH STREET = 30 MPH
I STREET = 25 MPH

DETAIL A

NO SCALE
6E 5
1 2-4"
TO POLE "B"
2 2-3"
10 13 17
5 2-3"
19 17
A
7 K. CALIA
62461

TRAFFIC SIGNAL MODIFICATION PLAN
16TH STREET AND I STREET
E8
11/14/22
D. MURPHY
11/14/22 11/14/22
1"=20' D. MURPHY
N/A
89 9
PN: T15195000

DOWNTOWN MOBILITY PROJECT
1013 Galleria Blvd Roseville, CA 95678
Suite 255 (916) 773-1900
CALL
GI D

OUEFORE Y B
8QGHUJURXQG SHUYLFH AOHUW
CDOO: TOLL FREE
180000

TWO WORKING DAYS BEFORE YOU DIG

CONDUCTOR SCHEDULE

CONDUIT RUN
CONDUIT SIZE 2-4"C 2-3"C 3"C 3"C 2-3"C
CONDUCTORS 8 10 14 DLC 8 10 14 DLC 8 10 14 DLC 8 10 14 DLC 8 10 14 DLC VEH. SIG. ∅2 9 3 3 3
VEH. SIG. ∅8 9 3 3 3
PED. SIG. ∅2 4 2 2 2 2
PED. SIG. ∅8 4 2 2 2
SPARES 9 3 3 3 3
SIG. NEUTRAL 2 1 1 1 1
CONTROLLER POWER 2
LIGHTING CIRCUIT 1 1 1
LIGHTING CIRCUIT 2 1 1 1
LIGHTING COMMON 1 1 1
GROUND + 2 2 1 1 2
CCTV CAT6E - 1 1
SMFO-12 1
TOTAL CONDUCTORS 2 4 35 2 3 3 13 1 0 2 8 0 2 2 10 0 3 3 13 0 BOLD TEXT INDICATES CONDUCTORS ARE NEW OR QUANTITY IS MODIFIED.

CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS PER CONDUCTOR SCHEDULE.

CONTRACTOR SHALL REMOVE EX. CONDUCTORS NOT SHOWN TO REMAIN. 1 2 3 4 5

POLE LOCATIONS

POLE STATION OFFSET
26+66.2 32.4 (L)
27+39.9 51.6' (L)
27+55.2 33.1' (L)
27+53.7 23.2' (R)
27+42.5 35.3' (R)
A
C
D
E
F

LUMINAIRE SCHEDULE
EXISTING SERVICE NO. 40 IS LOCATED ON THE NORTHWEST CORNER OF 16TH STREET AND THE H/I STREET ALLEY.

CIRCUIT NO.

EX. 200W HPS

MAST ARM TO
REMAIN
EX. 200W HPS

MAST ARM TO
REMOVE
EX. 100W HPS
EX. 100W HPS

ORNAMENTAL
NEW 182W LED

MAST ARM

CIRCUIT TOTAL
1 1 1 2 4
2 2 2 2 3 7
3 1 3 4
4 1 3 4
TOTAL 5 1 10 3 19
NEW 182W MAST ARM LUMINARES SHALL BE EOI ESU-FA013M04440L-130 OR CITY-APPROVED EQUIVALENT.

POLE SCHEDULE

POLE STANDARD POLE HEIGHT
VEH. SIGNAL PED. SIGNAL PPB MAST ARM LENGTH
NOTES
∅ TYPE SEC MTG ∅ TYPE MTG ∅ ARROW TRA. SIG. ST. LTNG.
19-4-100 30'
2 1W3L 12" MAS
2 1W3L 12" MAS 2 C/D SP-1-T - - 30' 12'
2 1W3L 12" SV-1-T
(1-b) (10') (8) (1w3l) (12") (tv-1-t) 8 C/D SP-1-T - - - - REMOVE EX. PED SIGNAL AND MOUNTING. ADD NEW PED SIGNAL. 24-4-100 30'
8 1W3L 12" MAS
8 1W3L 12" MAS 8 C/D SP-1-T - - 35' 12' INSTALL CCTV ON SIGNAL MAST ARM. 8 1W3L 12" SV-1-T
1-B 10' 2 1W3L 12" TV-1-T 2 C/D SP-1-T - - - -
15-TS 30' - - - - 2 C/D SP-1-T - - - 12' RELOCATE EXISTING VERIZON 5-G EQUIPMENT TO NEW POLE. 1-B 10' 8 1W3L 12" TV-1-T 8 C/D SP-1-T - - - -
(1-b) (10') (2) (1w3l) (12") (tv-1-t)
(2) (c/d)
(sp-2-t) - - - -
(8) (c/d)
NOTE: REFER TO 2006 CALTRANS STANDARD PLANS FOR NEW TRAFFIC SIGNAL POLES. 2018 CALTRANS STANDARDS FOR PEDESTRIAN PUSH BUTTON CONSTRUCTION STANDARDS. '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
K. CALIA
62461

TRAFFIC SIGNAL MODIFICATION PLAN
16TH STREET AND I STREET
E9
11/14/22
D. MURPHY
11/14/22 11/14/22
N/A D. MURPHY
N/A
90 9
38 39 40
I STREET 19TH STREET
8 4
1 2
3 (6)
LANE

BIKE BIKE
LANE
(5(T))
5 4
6 180' TO CROSSWALK
7 8
5 PN: T15195000

DOWNTOWN MOBILITY PROJECT
1013 Galleria Blvd Roseville, CA 95678
Suite 255 (916) 773-1900
CALL
GI D

OUEFORE Y B
8QGHUJURXQG SHUYLFH AOHUW
CDOO: TOLL FREE
180000

TWO WORKING DAYS BEFORE YOU DIG
1" = 20' GRAPHIC SCALE
20 0 20 40
EX. TYPE 332LX CABINET WITH 2070LX CONTROLLER TO REMAIN.

EX. 2"C AND 3"C, 2#8 (CONTROLLER), SIGNAL CONDUCTORS TO REMAIN.

INSTALL CONDUIT INTO EXISTING PULL BOX, SPLICE LIGHTING CONDUCTORS.

EX. 2"C, 2#8 (CONTROLLER), 2#8 (Ltg Ckt 1) TO REMAIN.

EX. ELECTRICAL SERVICE TO REMAIN.

EX. 2"C, 2#8 (CONTROLLER), 2#8 (19TH ST/J ST CONTROLLER), 4#8 (Ltg Ckts 1 to 3), 2#12 (Ltg CONTROL) TO REMAIN.

EX. 2"C, 2#8 (19TH ST/J ST CONTROLLER), 3#8 (Ltg Ckts 2 & 3), 2#12 (Ltg CONTROL) TO REMAIN.
2"C, 2#8 (Ltg), 1#10 G, FUTURE RAILROAD PREEMPTION.
1 2
3 4
5 6
7 8
PROJECT NOTES (THIS SHEET ONLY):

LUMINAIRE SCHEDULE
EXISTING TRAFFIC SIGNAL METERED SERVICE PEDESTAL IS LOCATED 180' SOUTH OF I STREET.

CIRCUIT NO. EX. 110 W LED MAST

ARM TO REMAIN
EX. 110 W LED

DECORATIVE TO
REMAIN
NEW 110 W LED

MAST ARM

CIRCUIT TOTAL
1 2 3 1 6
TOTAL 2 3 1 6
SMUD SN#: ______________
SMUD DESIGNER: ______________
TEL: (___) ___-____ EMAIL: [email protected]
K. CALIA
62461

TRAFFIC SIGNAL MODIFICATION PLAN
19TH STREET AND I STREET
E0
11/14/22
D. MURPHY
11/14/22 11/14/22
1"=20' D. MURPHY
N/A
91 9
46 47 48 49 21ST STREET

I STREET
∅8 ∅8
∅2P
∅8P
∅8
∅2
a
B
D
j
APS(∅3P)
c
APS(∅8P)
APS(∅8P)
APS(∅6P)
K
L
∅2
∅2
H
I
(6) 6
6 7
7 APS(∅6P)

SEE DETAIL 'A'
3 APS(∅2P)
3 2-3"
7 2-3"
5 2-3"
∅8P
∅6P
∅8
6 6
APS(∅2P)
6 6
3" 2
2-3"
APS(∅3P)
4 10
11 1

SNS (I ST)
1 5
EX. R6-1 SIGN
∅2(47)BIKE ∅2(43)
∅ BIKE2(47)
∅ BIKE
∅
4 4(63) (59)
∅6P
TO H STREET 13
5 16
15 16
15 14
EX. C, 2#6 (Ltg Ckt 3)
EX. C, 3#6 (Ltg Ckts 3 AND 4)
2"C, 3#6 (Ltg Ckts 3 AND 4), 1#10 G
4 ∅3P
6 4
2-3"
1 3
17 ∅3P
F E
∅ BIKE
∅
8 8(55) (51)
8 ∅ BIKE
∅
8 8(55) (51)
EX. SNS (I ST)
18 ∅3
∅3
19 ∅3
19 19
EX. SNS (I ST)
20 g
∅4+∅3
8 ∅4+∅3
18 ∅4+∅3
18 ∅ BIKE 3(50)
7 ∅2P
SNS (21ST ST) 9
BIKE
LANE
I STREET 21ST STREET ABANDON LOOPS
PPB POST 1
TYPE 1-b POLE 1
2 ABANDON LOOP
2 2
2 2
SIGNAL AND MOUNTING 1
PULL BOX 1
2 1
1 1 TYPE 1 POLE
DH 1
1 DH
#3 1
1 2
#6(T) 1
2 2
8 4
1 NON-C/D PED SIGNAL

AND MOUNTING

NON-C/D PED SIGNAL

AND MOUNTING
5 1
5 PPB 1
POST-TOP LIGHT 1
TYPE 16 POLE 1
5 17
1 SIGNAL AND MOUNTING
1 NON-C/D PED SIGNAL

AND MOUNTING
1 SIGNAL AND MOUNTING
2 9 SNS
EX. 2"C,
2#8 (Ltg Ckt 1),
2#8 (Ltg Ckt 2),
3#6 (Ltg Ckts 3 AND 4),
3#6 (Ltg Ckts 5 AND 6),
4#8 (CONTROLLERS),
2#12 (TICKLER CIRCUIT)
(6)
6 4 180' TO CROSSWALK
10 11
12 EX. 11
2"C, 2#12 (Ltg),
2#8 (CONTROLLER), 2#8
TO J STREET SIGNAL Ltg PN: T15195000

DOWNTOWN MOBILITY PROJECT
1013 Galleria Blvd Roseville, CA 95678
Suite 255 (916) 773-1900
CALL
GI D

OUEFORE Y B
8QGHUJURXQG SHUYLFH AOHUW
CDOO: TOLL FREE
180000

TWO WORKING DAYS BEFORE YOU DIG
1" = 20' GRAPHIC SCALE
20 0 20 40
EQUIPMENT OR MATERIAL TO BE REMOVED. SALVAGE 12" TRAFFIC SIGNAL HEADS, COUNTDOWN PEDESTRIAN SIGNALS, AND LED LUMINAIRES. ALL OTHER EQUIPMENT TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED.

ABANDON CONDUIT AND REMOVE CONDUCTORS.

INSTALL CONDUIT INTO EXISTING PULL BOX.

EX. 1
1 2"C, 2#8 (CONTROLLER), 2#8 (Ltg Ckt 1), 3#6 (Ltg Ckts 3 & 4), 2#12 (TICKLER CIRCUIT) TO REMAIN.

EX. 332LS CABINET WITH TYPE 2070LX CONTROLLER TO REMAIN. FURNISH AND INSTALL VIDEO DETECTION PROCESSOR AND APS CONTROL UNIT IN CABINET. LAND NEW CONDUCTORS IN CABINET. CITY FORCES TO PERFORM CONTROLLER PROGRAMMING.

EX. SERVICE TO REMAIN.

INSTALL ECONOLITE VISION VIDEO DETECTION CAMERA ON SMA PER CITY STANDARD DETAILS E-200, E-210, AND E-220.

INTERCEPT EX. CONDUIT AND EXTEND INTO NEW PULL BOX.

RELOCATE EX. SIGN TO NEW SIGNAL MAST ARM.

EX. 2"C, 3#6 (Ltg Ckts 5 & 6), 1#10 G TO REMAIN.

EX. 1
1 2"C, 1 SMFO-12 TO REMAIN.

PULL EX. 1 SMFO-12 FROM THE CONTROLLER CABINET BACK TO THIS PULL BOX, THEN REROUTE BACK TO CONTROLLER THROUGH NEW CONDUIT. RETERMINATE 12-SMFO ON PATCH PANEL IN CABINET.

Ex. 2"C. 1 SMFO-12 TO REMAIN.

SPLICE NEW TO EX. CONDUCTORS IN PULL BOX.

EX. 2"C, 3#6 (Ltg Ckts 5 & 6), 1#10 G. ADD 3#6 (Ltg Ckts 3 & 4).

EX. 2"C, 3#6 (Ltg Ckts 5 & 6), 1#10 G TO REMAIN.

INSTALL PULL BOX IN EX. CONDUIT RUN.

INSTALL 4-SECTION SIGNAL HEAD PER DETAIL 'A' ON THIS SHEET.

INSTALL BICYCLE SIGNAL HEAD PER DETAIL 'B' ON THIS SHEET.

INSTALL 4-SECTION THROUGH/LEFT TRAFFIC SIGNAL PER DETAIL 'B' ON SHEET E-24. 1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
PROJECT NOTES (THIS SHEET ONLY):

PED
∅6 PED∅8
∅2 PED ∅3 ∅4

PROPOSED PHASE DIAGRAM PED
∅8
PED
PED
∅2 PED∅3 ∅4

EXISTING PHASE DIAGRAM

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

POSTED SPEED
21ST STREET = 25 MPH
I STREET = 25 MPH

DETAIL A

NO SCALE
(6)
1 (2-2")
3 5
2 2-3"
EX. 1
1 2"C TO POLE "C"
EX. 1
1 2"C TO POLE "a"
4 10
15 EX. 1
1 2"C TO EX. STREETLIGHT
13 ∅3, ∅4, ∅8 SHALL NOT BE CONCURRENT PED
BIKE

NO SCALE

DETAIL 'B'

BIKE SIGNAL
RED
YELLOW
GREEN
R

GREEN ARROW

YELLOW ARROW

RED ARROW
RED

NO SCALE

DETAIL 'A'
4-SECTION RIGHT/THROUGH
SIGNAL

BIKE SIGNAL SIGN

PER SIGN PLANS
K. CALIA
62461

TRAFFIC SIGNAL MODIFICATION PLAN
21ST STREET AND I STREET
E1
11/14/22
D. MURPHY
11/14/22 11/14/22
1"=20' D. MURPHY
N/A
9
9
PN: T15195000

DOWNTOWN MOBILITY PROJECT
1013 Galleria Blvd Roseville, CA 95678
Suite 255 (916) 773-1900
CALL
GI D

OUEFORE Y B
8QGHUJURXQG SHUYLFH AOHUW
CDOO: TOLL FREE
180000

TWO WORKING DAYS BEFORE YOU DIG

CONDUCTOR SCHEDULE

CONDUIT RUN
CONDUIT SIZE Ex. 2-2"C 2-3"C 2-3"C 2-3"C 2-3"C 3"C 2-3"C CONDUCTORS 8 10 14 DLC 8 10 14 DLC 8 10 14 DLC 8 10 14 DLC 8 10 14 DLC 8 10 14 DLC 8 10 14 DLC VEH. SIG. ∅2 3 3 3 3 3
BIKE SIG. ∅3 6 3 3 3 3
VEH. SIG. ∅4 6 3 3 3
VEH. SIG. ∅8 6 6 3 3 3 3
PED. SIG. ∅2 2 2 2 2 2
PED. SIG. ∅3 2 2 2 2
PED. SIG. ∅6 4 2 2
PED. SIG. ∅8 4 4 2 2 2 2
APS ∅2 2 2 2 2 2
APS ∅3 4 4 2
APS ∅6 4 2 2
APS ∅8 4 4 2 2 2 2 2
SPARES 6 6 3 3 3 3 3
SIG. NEUTRAL 2 2 1 1 1 1 1
CONTROLLER POWER 2
LIGHTING CIRCUIT 1 1 1 1 1
LIGHTING CIRCUIT 4 1 1 1
LIGHTING COMMON 1 1 1 1 1 1
GROUND + 2 2 2 2 2 1 2
VIDEO DETECTION CABLE * 3 2 2 1 1
SMFO-12 1 1
TOTAL CONDUCTORS 2 4 53 4 3 4 43 2 2 3 27 2 2 3 25 1 2 3 20 1 2 2 5 0 2 3 14 1 BOLD TEXT INDICATES CONDUCTORS ARE NEW OR QUANTITY IS MODIFIED.

CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS PER CONDUCTOR SCHEDULE.

CONTRACTOR SHALL REMOVE EX. CONDUCTORS NOT SHOWN TO REMAIN. 1 2 3 4 5 6 7

POLE LOCATIONS

POLE STATION OFFSET
46+80.1 33.1 (R)
46+77.6 28.2' (L)
46+80.6 36.1' (L)
46+88.1 43.9' (L)
47+57.0 41.5' (L)
47+63.5 35.1' (L)
47+62.5 31.5' (R)
47+53.2 40.7' (R)
B
D
E
F
H
I
K
L

LUMINAIRE SCHEDULE
EXISTING METERED SERVICE NO. 544 IS LOCATED ON THE WEST SIDE OF 21ST STREET BETWEEN I AND J ST.

CIRCUIT NO. EX. 110 W LED MAST

ARM TO REMAIN
EX. 100W HPS

ORNAMENTAL TO
REMAIN
EX. 100W HPS

ORNAMENTAL TO
REMOVE
NEW 110W LED

MAST ARM

CIRCUIT TOTAL
1 2 1 3
2 3 8 8
4 8 1 8
5 6 6
6 6 6
TOTAL 2 28 1 1 31
NEW 182W MAST ARM LUMINARES SHALL BE EOI ESU-FA013M04440L-130 OR CITY-APPROVED EQUIVALENT.

POLE SCHEDULE

POLE STANDARD POLE HEIGHT
VEH. SIGNAL PED. SIGNAL APS MAST ARM LENGTH
NOTES
∅ TYPE SEC MTG ∅ TYPE MTG ∅ ARROW TRA. SIG. ST. LTNG.
(17) (30')
4+3 1W4L 12" MAS-4B
4+3 1W4L 12" 6 C/D SP-1-T 6 LEFT (18') (8') INSTALL ECONOLITE VISION VIDEO DETECTION CAMERA ON SMA.

SV-2-T
3 1W3L 12"
PBA POST 5'7" - - - - - - - 3 RIGHT - -
(1-b) (10') - - - - 3 C/D SP-1-T - - - - 19-3-100 30'
2 1W3L 12" MAT
2 1W3L 12" 2 C/D SP-1-T - - 25' 12' INSTALL ECONOLITE VISION VIDEO DETECTION CAMERA ON SMA.

SV-2-T
3 1W3L 12"
PBA POST 5'7" - - - - - - - 3 LEFT - -
1-B 10'
8 1W3L A
TV-2-T 3 C/D SP-1-T 2 RIGHT - - 4+3 1W4L 12"
(17) (30')
8 1W4L 12" MAS-4B
8 C/D SP-1-T - - (18') (8') INSTALL ECONOLITE VISION VIDEO DETECTION CAMERA ON SMA. (8) (1w3l) (12") (sv-1-t)
PBA POST 5'7" - - - - - - - 2 LEFT - -
1-B 10'
2 1W3L 12"
TV-2-T 2 C/D SP-1-T 8 RIGHT - - 3 1W3L 12"
(STREETLIGHT) (12') - - - - - - - - - - - PBA POST 5'7" - - - - - - - 8 LEFT - - 1-B 10' 8 1W3L 12" TV-1-T
6 C/D
SP-2-T 6 RIGHT - - 8 C/D
NOTE: REFER TO 2006 CALTRANS STANDARD PLANS FOR NEW TRAFFIC SIGNAL POLES. 2018 CALTRANS STANDARDS FOR PEDESTRIAN PUSH BUTTON CONSTRUCTION STANDARDS. 'A' INDICATES ALL 12" ARROW HEAD SECTION.
'C/D' INDICATES LED PEDESTRIAN SIGNAL WITH COUNTDOWN TIMER. 'APS' POLARA 2 WIRE iDS23RB1-Y PPB w/iDETECT. INSTALL THE CENTER OF THE PUSHBUTTON AT 42" ABOVE GRADE.

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
K. CALIA
62461

TRAFFIC SIGNAL MODIFICATION PLAN
21ST STREET AND I STREET
E
11/14/22
D. MURPHY
11/14/22 11/14/22
N/A D. MURPHY
N/A
9
9
Ø3.00' UPPER WALL LOWER WALL BUILDING

A A BUILDING

SIDEWALK

10.5' 4.5' 5.7'

15.0'
EX. STREETLIGHT TO BE REMOVED
EX. SIG. POLE
ROADWAY VARIES DOWNRAMP "WALK" 5.3'

8.5'

0.5' TBD
TBDCIDH FOUND PN: T15195000

DOWNTOWN MOBILITY PROJECT
1013 Galleria Blvd Roseville, CA 95678
Suite 255 (916) 773-1900
CALL
GI D

OUEFORE Y B
8QGHUJURXQG SHUYLFH AOHUW
CDOO: TOLL FREE
180000

TWO WORKING DAYS BEFORE YOU DIG
3 4"∅ HOLES ON
7"∅ BOLT CIRCLE
5 8"∅ ANCHOR BOLTS;

LENGTH AS REQUIRED
4 NPS STANDARD
Galv STEEL PIPE 3'-6" 5'-7"

SIDEWALK
BASEMENT CEILING 7"
2"∅ HOLE
7"
45°' 45°'
1 2" THICK BASE PLATE
1 2" THICK CEILING PLATE
3 4"∅ HOLES ON
7"∅ BOLT CIRCLE
3 8" FLAT WELD, ALL AROUND
DIAMETER TO MACH POLE 7"
7"
45°' 45°'

PBA POST INSTALLATION

IN HOLLOW SIDEWALK

NO SCALE

CEILING PLATE

BASE PLATE

PULL ELBOW

1.5"∅ TYPE 1

CONDUIT
DRILL 1"∅ HOLE AT
POLE CENTER DRILL 3
4"∅ HOLES

FOR BOLTS
17-3-100 FOUNDATION IN

HOLLOW SIDEWALK
SCALE: 1"=10'
J STREET 5TH STREET
N

PLAN VIEW

ELEVATION VIEW AT SECTION A-A
1" NON-SHRINK GROUT PAD
K. CALIA
62461

TRAFFIC SIGNAL DETAILS

INSTALLATION IN HOLLOW SIDEWALK
E
11/14/22
D. MURPHY
11/14/22 11/14/22
N/A D. MURPHY
N/A
9
9

Sacramento City CouncilFebruary 14, 2023

Sacramento City Council
February 14, 2023