Sacramento City Council
November 19, 2024

City of Sacramento
City Council - 5PM Report
915 I Street Sacramento, CA 95814
www.cityofsacramento.org
File ID: 2024-01838 11/19/2024 Consent Item 7.

Contract Award: Franklin Boulevard Complete Street (T15165500) [Published for 10-Day Review on 11/08/2024]
File ID: 2024-01838
Location: Franklin Boulevard between Sutterville Road/12th Avenue and 32nd Avenue, District 5, Represented by Vice Mayor Maple
Recommendation: Pass a Motion: 1) approving the Plans and Specifications for the Franklin Boulevard Complete Street Project (T15165500); 2) awarding the construction contract for the Franklin Boulevard Complete Street Project (T15165500) to George Reed, Inc. in an amount not-toexceed $16,534,268; and 3) authorizing the City Manager or City Manager’s designee to execute the construction contract for the Franklin Boulevard Complete Street Project (T15165500) to George Reed, Inc.

Contact: Megan Johnson, Senior Engineer, (916) 808-1967, [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-Plans
3-Specifications
4-Construction Contract
Description/Analysis
Issue Detail: In February 2020, the City Council accepted the Franklin Boulevard Complete Street Plan as the City’s guide for the reconfiguration of Franklin Boulevard between Sutterville Road and the city/county limits near 38th Avenue and adopted the Mitigated Negative Declaration and Mitigation Monitoring Plan (Resolution 2020-0039).

The Franklin Boulevard Complete Street Project will transform the roadway into an active transportation corridor that serves all modes of transportation. Franklin Boulevard currently has four

File ID: 2024-01838 11/19/2024 Consent Item 7.
travel lanes, a center turn lane, and no bicycle lanes. The existing sidewalks have no landscaping or City street trees, and the pedestrian crossings of the street are long. This project will provide two travel lanes, a center turn lane, and install Class IV separated bikeways (using raised curbs and islands for separation from moving traffic), trees and landscaping, pedestrian-scale lighting, accessible sidewalk and curb ramps for all users, and on-street parking where appropriate and feasible.

For the purposes of obtaining grant funding for design, right of way, and construction, the project limits were separated into three segments.
· Segment 1, between Sutterville Road/12th Avenue and 19th Avenue, was awarded Federal funding for the preparation of plans, specifications and estimates. Additional funding for right of way services was provided through a Community Development Block Grant.
· Segment 2, between 19th Avenue and 32nd Avenue, was awarded State funding through the Active Transportation Program for preparation of plans, specifications, and estimates, and right of way services.
· Segment 3, between 32nd Avenue and 38th Avenue, will be designed as a separate project, and has been awarded State funding through the Active Transportation Program for preparation of plans, specifications, and estimates, and right of way services. A new Capital Improvement Project will be established for this project through a separate City Council item.

Construction grant funds were then obtained for the combined limits of Segments 1 and 2, and the combined limits were designed as one construction package. The Plans and Specifications for the Franklin Boulevard Complete Street Project (Phases 1 and 2) have been completed and advertised for construction. See Attachments for project plans and construction contract.

The project has received federal grant funds through the State Active Transportation Program, Sacramento Area Council of Governments (SACOG) administered regional federal funding programs, and Measure A Smart Growth Incentive Program through the Sacramento Transportation Authority.

The project was advertised for construction, and a total of five bids were received on June 19, 2024.

Following notification of intent to award, a bid protest was filed. Per City Code Chapter 3.56, the City Bid Protest Procedures are outlined in Article VI. The process includes an administrative hearing timeline that could exceed a funding program requirement for award of the construction contract, placing the grant funds at risk of forfeiture.

On August 13, 2024, the City Council rejected bids to allow the City to update and clarify the

File ID: 2024-01838 11/19/2024 Consent Item 7.
construction documents and readvertise the project, ensuring a schedule that will meet the funding deadline.

The project was advertised for construction, and a total of seven bids were received on September 4, 2024. George Reed, Inc. was identified as the lowest responsive and responsible bidder.

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

M-1.3 Healthy Transportation System Options. The City shall plan and make investments to foster a transportation system that improves the health of Sacramento residents through actions that make active transportation, non-motorized modes, high-occupancy, and zeroemission vehicles (ZEVs) viable, attractive alternatives to automobiles that use internal combustion engines.

M-1.11 Increase Bicycling and Walking. The City shall strive to increase bicycling and walking citywide so that it can meet its equity, reduced vehicle miles traveled and sustainability goals.

M-1.11 Bicycling Safety. When designing projects, the City shall prioritize designs that strengthen the protection of people bicycling such as improvements that increase visibility of bicyclists, increase bikeway widths, raise bikeways, design safer intersection crossings and turns, and separate bikeways from driving traffic wherever feasible.

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 on November 8, 2024, incompliance with the City Code.

Economic Impacts: This new infrastructure is expected to create 66.14 total jobs (38.03 direct jobs and 28.11 jobs through indirect and induced actives) and create $10,208,836 in total economic output ($6,434,707 of direct output and another $3,774,129 of output through indirect and induced activities).

File ID: 2024-01838 11/19/2024 Consent Item 7.

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 City Council adopted the Franklin Boulevard Complete Street Mitigated Negative Declaration and Monitoring Plan on February 4, 2020 (Resolution 2020-0039).

This project is federally funded. In compliance with the National Environmental Policy Act (NEPA), Caltrans issued a Categorical Exclusion for the Franklin Boulevard Complete Street project on March 16, 2020.

Sustainability: The proposed project 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 was presented to the Disabilities Advisory Commission (DAC) on June 7, 2023, to receive and provide feedback. The DAC was supportive of the project and emphasized the need for the project’s improvements.

The project was also presented to the City County Bicycle Advisory Committee (now, the Active Transportation Commission) on November 9, 2017, during the environmental review phase.

Committee members provided feedback on the concepts being considered, with preference for street -level Class IV bikeways, and were supportive of complete street improvements on Franklin Boulevard.

Rationale for Recommendation: The project was advertised for construction, and a total of seven bids were received on September 4, 2024. The results of bids are summarized below:

Contractor Bid DBE %
(23.00%
Goal)
George Reed, Inc. $16,534,268.00 13.8%
Ghilotti Brothers, Inc. $16,789,877.00 12.6%
Martin Brothers Construction $16,821,371.00 14.5%
Bay Cities Paving & Grading, Inc. $17,300,681.00 5.9%
McGuire & Hester $1800653300 231%

File ID: 2024-01838 11/19/2024 Consent Item 7.

Contractor Bid DBE %
(23.00%
Goal)
George Reed, Inc. $16,534,268.00 13.8%
Ghilotti Brothers, Inc. $16,789,877.00 12.6%
Martin Brothers Construction $16,821,371.00 14.5%
Bay Cities Paving & Grading, Inc. $17,300,681.00 5.9%
McGuire & Hester $18,006,533.00 23.1%
Ghilotti Construction Company,
Inc.
$18,489,658.00 7.2%
DeSilva Gates Construction $19,246,246.00 15.9%
The Engineer’s Estimate was $19,960,000.

The lowest bidder met all required bid conditions. Staff recommends the construction contract be awarded to the lowest responsive and responsible bidder, George Reed, Inc.

Construction is anticipated to begin December 2024 and be completed November 2025.

Financial Considerations: The estimated total project costs for the Franklin Boulevard Complete Street Project (T15165500) (Segments 1 and 2) is approximately $29.5 million. There is sufficient funding in the project to award the construction contract to George Reed, Inc. for an amount not to exceed $16,534,268 and cover all other project costs.

Local Business Enterprise (LBE): The contract with George Reed, Inc. is federally funded, and as a result, Disadvantaged Business Enterprise (DBE) project participation requirements apply. The City’s LBE policy is held in abeyance. George Reed, Inc. has pledged 13.8% DBE participation, which does not meet the 23% DBE goal set for this contract and has submitted a Good Faith Effort to meet the goal.

TRUSTED ENGINEERING ADVISORS

SITE PLAN

VICINITY MAP
N
N

FRANKLIN BOULEVARD COMPLETE STREET PROJECT

IMPROVEMENT PLANS FOR

CITY OF SACRAMENTO
(33RD AVENUE TO SUTTERVILLE ROAD)
PROJECT #: T15165500
1
T1
TITLE S+EET PN T15165500

FRANKLIN BLVD COMPLETE STREET PROJECT
INDE; OF PLAN S+EETS
S+T NR D:* NR TITLE
Apr 17, 2024 John Matoba (Apr 17, 2024 12:36 PDT) Apr 17, 2024 Apr 17, 2024 Apr 17, 2024 Apr 17, 2024 STephen White (Apr 18, 2024 08:42 PDT) STephen White Apr 18, 2024 Apr 18, 2024 May 8, 2024

GENERAL NOTES

STANDARD ABBREVIATIONS LEGEND

TREE PROTECTION
̀ ̀
... G
GENERAL NOTES PN T
)RAN.LIN BLVD CO0PLETE STREET PRO-ECT

TRUSTED ENGINEERING ADVISORS

GENERAL WATER NOTES
´
³
´
´

LINE TABLE
LINE # LENGTH BEARING

TRUSTED ENGINEERING ADVISORS
LEGEND:

BASIS OF BEARING

VERTICAL CONTROL
N

DATUM NOTE

BENCHMARK NOTE
172
SC-1
SURVEY CONTROL PN T15165500

FRANKLIN BLVD COMPLETE STREET PROJECT
CROSS SECTION NOTES:

NOTES:

R/W "F" LINE R/W

FRANKLIN BLVD
R/W "F" LINE R/W

FRANKLIN BLVD
"F" LINE R/W

FRANKLIN BLVD
R/W
TRUSTED ENGINEERING ADVISORS ... ;
7<3I&AL 6(&7I2N6 3N 7
FRANKLIN BLVD &203L(7( 67R((7 3R2-(&7
CROSS SECTION NOTES:

NOTES:

FRANKLIN BLVD
R/W
R/W
R/W
R/W

EXIST R/W
R/W
R/W
"F"

R/W LINE
R/W
TRUSTED ENGINEERING ADVISORS ... ;
7<3I&AL 6(&7I2N6 3N 7
FRANKLIN BLVD &203L(7( 67R((7 3R2-(&7
CROSS SECTION NOTES:

NOTES:

R/W R/W
"F"
LINE

FRANKLIN BLVD

R/W R/W
"F"
LINE

FRANKLIN BLVD
R/W

R/W R/W
"F"
LINE

FRANKLIN BLVD
TRUSTED ENGINEERING ADVISORS ... ;
7<3I&AL 6(&7I2N6 3N 7
FRANKLIN BLVD &203L(7( 67R((7 3R2-(&7

FRANKLIN BLVD
32ND AVE
025-0091-014
5630 FRANKLIN BLVD

WASIF SHAMASHAD
025-0091-016 025-0091-015
025-0091-017
5650 FRANKLIN BLVD 025-0092-015
3254 32ND AVE
025-0092-016
5680 FRANKLIN BLVD
025-0092-017
5690 FRANKLIN BLVD
026-0300-016
5681 FRANKLIN BLVD
026-0300-008
5651 FRANKLIN BLVD
026-0300-003
5615 FRANKLIN BLVD

ZERIMAR FAMILY TRUST
33RD AVE
025-0171-024
5700 FRANKLIN BLVD
025-0171-020
5716 FRANKLIN BLVD
025-0171-021
3291 33RD AVE
025-0172-044
5740 FRANKLIN BLVD
026-0013-003
5741 FRANKLIN BLVD 026-0012-001
5731 FRANKLIN BLVD
026-0012-002
5711 FRANKLIN BLVD
026-0012-003
5701 FRANKLIN BLVD

FRANKLIN BLVD
DEMOLITION NOTES:

DEMOLITION LEGEND
NOTES:

TRUSTED ENGINEERING ADVISORS
N
172
DM-1 PN T15165500

DEMOLITION PLAN
STA 32+50 to STA 42+50

FRANKLIN BLVD COMPLETE STREET PROJECT
29TH AVE
019-0191-022
5350 FRANKLIN BLVD
019-0221-012
5408 FRANKLIN BLVD

JAMES ARMISTEAD
019-0221-047
5540 FRANKLIN BLVD
019-0221-046
5550 FRANKLIN BLVD
026-0221-035
5385 FRANKLIN BLVD

FRANKLIN CENTER LLC
022-0221-036
5303 FRANKLIN BLVD

POLICE FACILITY

FRANKLIN BLVD

FRUITRIDGE ROAD
019-0221-044
3131 FRUITRIDGE RD
025-0091-012
5600 FRANKLIN BLVD

CABALLO BLANCO RESTURANTE INC
025-0091-013
5620 FRANKLIN
BLVD

HARVINDER
KUMAR
026-0300-001
5601 FRANKLIN BLVD

BAINS BROTHERS LLC
026-0221-023
5551 FRANKLIN BLVD

AVALOS FAMILY TRUST
026-0221-025
5421 FRANKLIN BLVD

AUTOZONE DEVELOPMENT CORPORATION

FRANKLIN BLVD
DEMOLITION NOTES:

DEMOLITION LEGEND
NOTES:

TRUSTED ENGINEERING ADVISORS
N
172
DM-2 PN T15165500

DEMOLITION PLAN
STA 42+50 to STA 52+00

FRANKLIN BLVD COMPLETE STREET PROJECT
27TH AVE
019-0191-016
5200 FRANKLIN BLVD
019-0191-017
5230 FRANKLIN BLVD
019-0191-018
5240 FRANKLIN BLVD
5240 FRANKLIN LLC
019-0191-080
5348 FRANKLIN BLVD

STEVING FAMILY TRUST
022-0152-001
5205 FRANKLIN BLVD

SANDEN TRUST
022-0151-036
5151 FRANKLIN BLVD

BOB LEON LLC

FRANKLIN BLVD
022-0221-036
5303 FRANKLIN BLVD

POLICE FACILITY
26TH AVE
26TH AVE
019-0191-014
5100 FRANKLIN BLVD

LAMONT & CHOLLANEE

HORNBECK
019-0161-048
3121 26TH AVE
3 STAR PROPS LLC
019-0191-015
5140 FRANKLIN
BLVD

ANDY FONG

REVOCABLE TRUST
022-0151-024
5127 FRANKLIN BLVD
ARSHAD & NADIRA ALVI 022-0151-001
022-0082-019
5041 FRANKLIN BLVD

MOHINDER & SATYA PAL
022-0082-020
5031 FRANKLIN BLVD

ZAFAR IQUBAL, ISHRAT

BEGUM, JAVED IQBAL

AND MAFIA ANWAR
022-0082-030
5021 FRANKLIN BLVD

TERESA DE JESUS

MARTINEZ

RODRIGUEZ

FRANKLIN BLVD
DEMOLITION NOTES:

DEMOLITION LEGEND
NOTES:

TRUSTED ENGINEERING ADVISORS
N
172
DM-3 PN T15165500

DEMOLITION PLAN
STA 52+00 to STA 61+50

FRANKLIN BLVD COMPLETE STREET PROJECT
25TH AVE
019-0161-055
4920 FRANKLIN BLVD

ERASMO GONZALEZ
019-0161-054
4950 FRANKLIN BLVD

HODGES FAMILY LIVING TRUST
019-0161-019
5002 FRANKLIN BLVD

LA ESPERANZA ENTERPRISES LLC
022-0082-029
5001 FRANKLIN BLVD

ESPERANZA L GARNICA

REVOCABLE TRUST
022-0081-032
4909 FRANKLIN BLVD

STEVE BASS AND VERA STAR
022-0081-025
4905 FRANKLIN BLVD

CORKY BOB LLC
022-0081-001
4901 FRANKLIN BLVD

THI MI DUONG
022-0081-031
4991 FRANKLIN BLVD

SARB ENTERPRISES CORP

FRANKLIN BLVD
24TH AVE
23RD AVE ATLAS AVE
0019-0131-016
4780 FRANKLIN BLVD

ANNA & STEVE LA
BRITT
0019-0131-017
4790 FRANKLIN BLVD

LOOCK LIVING TRUST
0019-0134-001
4800 FRANKLIN BLVD

LE GRANDE LLC
019-0134-002
4840 FRANKLIN BLVD

BONNIE CHOW, KAREN KWAI SUEN
CHOW, WARREN CHOW JR.
019-0134-003
4840 FRANKLIN BLVD

BONNIE CHOW, KAREN KWAI SUEN
CHOW, WARREN CHOW JR.
019-0134-004
4910 FRANKLIN
BLVD

THE TYLER

ANTHONY VASQUEZ
TRUST, TYLER A.

VASQUEZ, TRUSTEE
022-0012-026
4875 FRANKLIN BLVD

LA ESPERANZA ENTERPRISES LLC
022-0012-022
4805 FRANKLIN BLVD

PHONGLINH NGUYEN
022-0012-021
4815 FRANKLIN BLVD

ANDY LIU
022-0012-001
3100 23RD AVE

RAHAT BAKSH
022-0011-003
4717 FRANKLIN BLVD

NORMA & JUVENCIO MARTIN

FRANKLIN BLVD
DEMOLITION NOTES:

DEMOLITION LEGEND
NOTES:

TRUSTED ENGINEERING ADVISORS
N
172
DM-4 PN T15165500

DEMOLITION PLAN
STA 61+50 to STA 70+50

FRANKLIN BLVD COMPLETE STREET PROJECT
22ND AVE
019-0102-004
4604 FRANKLIN BLVD

RAMIRO & CLAUDIA CHAVEZ TRUST
019-0131-012
4710 FRANKLIN BLVD

SHENG FA TSAY &

LO YAU TAI TSAY LIVING
TRUST
019-0131-013
4720 FRANKLIN BLVD

F AND N CABLE TRUST
019-0131-014
4750 FRANKLIN BLVD
0019-0131-015
4770 FRANKLIN BLVD

ANTIGONE MARCOS
022-0011-002
4715 FRANKLIN
BLVD

NORMA &

JUVENCIO MARTIN
RUIZ JR.
022-0011-001
4713 FRANKLIN BLVD

NORMA & JUVENCIO
MARTIN RUIZ JR.
020-0263-019
4707

FRANKLIN BLVD

NAVARRETE
FAMILY TRUST 020-0263-020 ALEYNE M SCHWARTZ
020-0263-002
4705

FRANKLIN BLVD

SONIA BATISH
020-0263-003
4701 FRANKLIN BLVD

LUBNA & MUHAMMED

SHAFIQUE
020-0261-011
4611

FRANKLIN BLVD

RICH LIVING
TRUST
020-0261-009
4615 FRANKLIN BLVD

LUBNA & MUHAMMED SHAFIQUE
020-0261-010
4613

FRANKLIN BLVD

LUBNA &

MUHAMMED

SHAFIQUE
020-0261-001
4609

FRANKLIN
BLVD

LY THO &

DENH NHOC
VONG

FRANKLIN BLVD
21ST AVE
21ST AVE
019-0101-020
4450 FRANKLIN BLVD

ALEJANDRO LOPEZ
019-0101-019
4502 FRANKLIN BLVD

HEINSENBERG INVESTMENTS LLC
019-0101-030
4520 FRANKLIN BLVD

WEINBERG FAMILY TRUST, STEVEN

GORDON WEINBURG AND JOYCE

WEINBERG, TRUSTEES
020-0261-003
4601 FRANKLIN BLVD

ALVARO ASCENCIO
020-0261-002
4601

FRANKLIN BLVD
ALVARO

ASCENCIO
020-0202-007
4517 FRANKLIN BLVD

FRANK & ADELA URIBE
020-0202-008
4509

FRANKLIN BLVD

MARTHA VELASCO
020-0202-009
4513 FRANKLIN
BLVD

MARTHA VELASCO
020-0202-001
4501 FRANKLIN BLVD

TIM T LAM

FRANKLIN BLVD
019-0102-004
4604 FRANKLIN BLVD

RAMIRO & CLAUDIA CHAVEZ TRUST
DEMOLITION NOTES:

DEMOLITION LEGEND
NOTES:

TRUSTED ENGINEERING ADVISORS
N
172
DM-5 PN T15165500

DEMOLITION PLAN
STA 70+50 to STA 79+50

FRANKLIN BLVD COMPLETE STREET PROJECT
20TH AVE
19TH AVE
19TH AVE
019-0081-023
4314 FRANKLIN BLVD

EL NOV LLC
019-0082-030
4400 FRANKLIN
BLVD
019-0082-031
4444 FRANKLIN BLVD
020-0201-013
4425 FRANKLIN BLVD

JOSEPH A PAZ JR
020-0111-006
3105 19TH AVE

RUIZ LIVING TRUST
020-0111-007
4313 FRANKLIN
BLVD

RUIZ LIVING
TRUST

FRANKLIN BLVD
18TH AVE
019-0066-006
4190 FRANKLIN BLVD
ROBERT J.

GONZALEZ
019-0066-007
4216 FRANKLIN BLVD
019-0061-049
4300 FRANKLIN BLVD
020-0111-026
4311 FRANKLIN BLVD

ERIC & KATHLEEN

NICKERMAN
020-0111-041
4301 FRANKLIN BLVD

SCOTT AND ANN HACKETT
020-0111-043
4129 FRANKLIN BLVD

SCOTT AND ANN HACKETT
020-0111-044
4125 FRANKLIN BLVD

HOWARD WONG
020-0111-38
4121 FRANKLIN BLVD
020-0111-37
4115 FRANKLIN BLVD

FRANKLIN BLVD
DEMOLITION NOTES:

DEMOLITION LEGEND
NOTES:

TRUSTED ENGINEERING ADVISORS
N
172
DM-6 PN T15165500

DEMOLITION PLAN
STA 79+50 to STA 88+50

FRANKLIN BLVD COMPLETE STREET PROJECT
16TH AVE

WILMINGTON AVE
3956 FRANKLIN BLVD
019-0065-005
4100 FRANKLIN BLVD

BEVERLY KONESKY REVOCABLE
TRUST
019-0066-016
4106 FRANKLIN BLVD

JASON T NGUYEN
019-0066-005
4108-4128 FRANKLIN BLVD
LY & Co. LLC
020-0044-019
4027 FRANKLIN BLVD

FRANKLIN BLVD
019-0043-009
3924 FRANKLIN BLVD

SELF HELP FEDERAL

CREDIT UNION
019-0043-035
3928 FRANKLIN BLVD
019-0043-012 BATOVAC REVOCABLE FAMILY TRUST
3932 FRANKLIN BLVD

BATOVAC REVOCABLE

FAMILY TRUST
019-0043-013
3940 FRANKLIN BLVD

CLARK & JOHN J
CARTER
019-0043-034
3948 FRANKLIN BLVD

FIRST TENANT PROPERTY

HOLDINGS LLC
019-0043-016
3952 FRANKLIN BLVD

TEMBY TRUST
019-0043-017
3954 FRANKLIN BLVD

EUGENE L & BLANCA

E ORTEGA
019-0043-018
3956 FRANKLIN BLVD
020-0044-004
3945 FRANKLIN BLVD

LARRY AND DEANNA DOCKTER
020-0044-020
3931 FRANKLIN BLVD

RENU & REJESH SOIN & REKHA SOIN
020-0044-017
3927 FRANKLIN BLVD

RAGHU SAMI & SUNLIA SARUP

FRANKLIN BLVD
DEMOLITION NOTES:

DEMOLITION LEGEND
NOTES:

TRUSTED ENGINEERING ADVISORS
N
172
DM-7 PN T15165500

DEMOLITION PLAN
STA 88+50 to STA 97+50

FRANKLIN BLVD COMPLETE STREET PROJECT
14TH AVE 14TH AVE 15TH AVE 019-0043-033
3900 FRANKLIN BLVD
019-0041-008
3840 FRANKLIN BLVD

HORN FAMILY TRUST &
SUSAN E. HORN TRUST
APN:020-0012-013
3811 FRANKLIN BLVD
APN:020-0012-012
3829 FRANKLIN BLVD
APN:020-0012-011
3833 FRANKLIN BLVD
APN:020-0012-010
3837 FRANKLIN BLVD
020-0012-001
3801 FRANKLIN BLVD

FRANKLIN BLVD
13TH AVE
12TH AVE

SUTTERVILLE RD

COLEMAN WAY
019-0010-001
3710 FRANKLIN BLVD

SACRAMENTO CHILDREN'S HOME

GARFIELD BEACH VCS LLC
020-0011-012
2801 FRANKLIN BLVD
020-0011-001
3701 FRANKLIN BLVD

AU ENERGY LLC

FRANKLIN BLVD

FRANKLIN BLVD
DEMOLITION NOTES:

DEMOLITION LEGEND
NOTES:

TRUSTED ENGINEERING ADVISORS
N
172
DM-8 PN T15165500

DEMOLITION PLAN
STA 97+50 to STA 105+94

FRANKLIN BLVD COMPLETE STREET PROJECT
33RD AVE
025-0171-024
5700 FRANKLIN BLVD
025-0171-020
5716 FRANKLIN BLVD
025-0171-021
3291 33RD AVE
025-0172-044
5740 FRANKLIN BLVD
026-0013-003
5741 FRANKLIN BLVD 026-0012-001
5731 FRANKLIN BLVD
026-0012-002
5711 FRANKLIN BLVD
026-0012-003
5701 FRANKLIN BLVD

FRANKLIN BLVD
LAYOUT NOTES:

NOTES:

TRUSTED ENGINEERING ADVISORS
172
LPP-1 PN T15165500

LAYOUT PLAN AND PROFILE
STA 32+50 to STA 37+50

FRANKLIN BLVD COMPLETE STREET PROJECT
N
LEGEND:
32ND AVE

FRANKLIN BLVD
025-0091-014
5630 FRANKLIN BLVD

WASIF SHAMASHAD
025-0091-016 025-0091-015
025-0091-017
5650 FRANKLIN BLVD 025-0092-015
3254 32ND AVE
025-0092-016
5680 FRANKLIN BLVD
025-0092-017
5690 FRANKLIN BLVD
026-0300-016
5681 FRANKLIN BLVD
026-0300-008
5651 FRANKLIN BLVD
026-0300-003
5615 FRANKLIN BLVD

ZERIMAR FAMILY TRUST
LAYOUT NOTES:

NOTES:
172
LPP-2 PN T15165500

LAYOUT PLAN AND PROFILE
STA 37+50 to STA 42+50

FRANKLIN BLVD COMPLETE STREET PROJECT
N

TRUSTED ENGINEERING ADVISORS
LEGEND:

FRUITRIDGE RD

FRANKLIN BLVD
019-0221-046
5550 FRANKLIN BLVD
019-0221-044
3131 FRUITRIDGE RD
025-0091-012
5600 FRANKLIN BLVD

CABALLO BLANCO RESTURANTE INC
025-0091-013
5620 FRANKLIN
BLVD

HARVINDER
KUMAR
026-0300-001
5601 FRANKLIN BLVD

BAINS BROTHERS LLC
026-0221-023
5551 FRANKLIN BLVD

AVALOS FAMILY TRUST
026-0221-025
5421 FRANKLIN BLVD

AUTOZONE DEVELOPMENT CORPORATION
LAYOUT NOTES:

NOTES:
172
LPP-3 PN T15165500

LAYOUT PLAN AND PROFILE
STA 42+50 to STA 47+50

FRANKLIN BLVD COMPLETE STREET PROJECT
N

TRUSTED ENGINEERING ADVISORS
LEGEND:
29TH AVE

FRANKLIN BLVD
019-0191-022
5350 FRANKLIN BLVD
019-0221-012
5408 FRANKLIN BLVD

JAMES ARMISTEAD
019-0221-047
5540 FRANKLIN BLVD
026-0221-035
5385 FRANKLIN BLVD

FRANKLIN CENTER LLC
022-0221-036
5303 FRANKLIN BLVD

POLICE FACILITY
LAYOUT NOTES:

NOTES:
172
LPP-4 PN T15165500

LAYOUT PLAN AND PROFILE
STA 47+50 to STA 52+50

FRANKLIN BLVD COMPLETE STREET PROJECT
N

TRUSTED ENGINEERING ADVISORS
LEGEND:
27TH AVE

FRANKLIN BLVD
019-0191-015
5140 FRANKLIN BLVD

ANDY FONG REVOCABLE TRUST
019-0191-016
5200 FRANKLIN BLVD
019-0191-017
5230 FRANKLIN BLVD
019-0191-018
5240 FRANKLIN BLVD
5240 FRANKLIN LLC
019-0191-080
5348 FRANKLIN BLVD

STEVING FAMILY TRUST
022-0152-001
5205 FRANKLIN BLVD

SANDEN TRUST
022-0151-036
5151 FRANKLIN BLVD

BOB LEON LLC
LAYOUT NOTES:

NOTES:
172
LPP-5 PN T15165500

LAYOUT PLAN AND PROFILE
STA 52+50 to STA 57+50

FRANKLIN BLVD COMPLETE STREET PROJECT
N

TRUSTED ENGINEERING ADVISORS
LEGEND:
26TH AVE
26TH AVE

FRANKLIN BLVD
019-0191-014
5100 FRANKLIN BLVD

LAMONT & CHOLLANEE

HORNBECK
019-0161-048
3121 26TH AVE
3 STAR PROPS LLC
022-0151-024
5127 FRANKLIN BLVD

ARSHAD & NADIRA ALVI
022-0151-001 022-0082-019
5041 FRANKLIN BLVD

MOHINDER & SATYA PAL
022-0082-020
5031 FRANKLIN BLVD

ZAFAR IQUBAL, ISHRAT BEGUM, JAVED

IQBAL AND MAFIA ANWAR
022-0082-030
5021 FRANKLIN BLVD

TERESA DE JESUS MARTINEZ RODRIGUEZ
022-0082-029
5001 FRANKLIN BLVD

ESPERANZA L GARNICA

REVOCABLE TRUST
LAYOUT NOTES:

NOTES:

TRUSTED ENGINEERING ADVISORS
172
LPP-6 PN T15165500

LAYOUT PLAN AND PROFILE
STA 57+50 to STA 62+50

FRANKLIN BLVD COMPLETE STREET PROJECT
N

TRUSTED ENGINEERING ADVISORS
LEGEND:
25TH AVE 24TH AVE

FRANKLIN BLVD

BONNIE CHOW, KAREN KWAI SUEN
019-0134-003
4840 FRANKLIN BLVD

BONNIE CHOW, KAREN KWAI SUEN
CHOW, WARREN CHOW JR.
019-0134-004
4910 FRANKLIN BLVD

THE TYLER ANTHONY
VASQUEZ TRUST, TYLER A.

VASQUEZ, TRUSTEE
019-0161-055
4920 FRANKLIN BLVD

ERASMO GONZALEZ
019-0161-054
4950 FRANKLIN BLVD

HODGES FAMILY LIVING TRUST
019-0161-019
5002 FRANKLIN BLVD

LA ESPERANZA ENTERPRISES LLC
022-0081-032
4909 FRANKLIN BLVD

STEVE BASS AND VERA STAR
022-0081-025
4905 FRANKLIN BLVD

CORKY BOB LLC
022-0081-001
4901 FRANKLIN BLVD

THI MI DUONG
022-0081-031
4991 FRANKLIN BLVD

SARB ENTERPRISES CORP
022-0012-026
4875 FRANKLIN BLVD

LA ESPERANZA ENTERPRISES LLC
LAYOUT NOTES:

NOTES:

TRUSTED ENGINEERING ADVISORS
172
LPP-7 PN T15165500

LAYOUT PLAN AND PROFILE
STA 62+50 to STA 67+50

FRANKLIN BLVD COMPLETE STREET PROJECT
N

TRUSTED ENGINEERING ADVISORS
LEGEND:
23RD AVE

ATLAS AVE

FRANKLIN BLVD
019-0131-013
4720 FRANKLIN BLVD

F AND N CABLE TRUST
019-0131-014
4750 FRANKLIN BLVD
0019-0131-015
4770 FRANKLIN BLVD

ANTIGONE MARCOS
0019-0131-016
4780 FRANKLIN BLVD

ANNA & STEVE LA
BRITT
0019-0131-017
4790 FRANKLIN BLVD

LOOCK LIVING TRUST
0019-0134-001
4800 FRANKLIN BLVD

LE GRANDE LLC
019-0134-002
4840 FRANKLIN BLVD

BONNIE CHOW, KAREN KWAI SUEN
CHOW, WARREN CHOW JR.
022-0012-022
4805 FRANKLIN BLVD

PHONGLINH NGUYEN
022-0012-021
4815 FRANKLIN BLVD

ANDY LIU
022-0012-001
3100 23RD AVE
RAHAT BAKSH 022-0011-003
4717 FRANKLIN BLVD

NORMA & JUVENCIO
MARTIN
022-0011-002
4715 FRANKLIN BLVD

NORMA & JUVENCIO
MARTIN RUIZ JR.
022-0011-001
4713 FRANKLIN BLVD

NORMA & JUVENCIO
MARTIN RUIZ JR.
020-0263-019
4707

FRANKLIN BLVD

NAVARRETE

FAMILY TRUST
020-0263-020 ALEYNE M SCHWARTZ
020-0263-002
4705

FRANKLIN BLVD

SONIA BATISH
020-0263-003
4701 FRANKLIN BLVD

LUBNA & MUHAMMED

SHAFIQUE
LAYOUT NOTES:

NOTES:

TRUSTED ENGINEERING ADVISORS
172
LPP-8 PN T15165500

LAYOUT PLAN AND PROFILE
STA 67+50 to STA 72+50

FRANKLIN BLVD COMPLETE STREET PROJECT
N

TRUSTED ENGINEERING ADVISORS
LEGEND:
22ND AVE
21ST AVE
21ST AVE

FRANKLIN BLVD
019-0102-004
4604 FRANKLIN BLVD

RAMIRO & CLAUDIA CHAVEZ TRUST
019-0131-012
4710 FRANKLIN BLVD

SHENG FA TSAY &

LO YAU TAI TSAY LIVING
TRUST
020-0261-011
4611

FRANKLIN BLVD

RICH LIVING
TRUST 020-0261-009
4615 FRANKLIN BLVD

LUBNA & MUHAMMED SHAFIQUE
020-0261-010
4613

FRANKLIN BLVD

LUBNA &

MUHAMMED

SHAFIQUE
020-0261-001
4609

FRANKLIN BLVD

LY THO & DENH

NHOC VONG
020-0261-003
4601 FRANKLIN BLVD

ALVARO ASCENCIO
020-0261-002
4601

FRANKLIN BLVD
ALVARO

ASCENCIO
020-0202-007
4517 FRANKLIN BLVD

FRANK & ADELA URIBE
020-0202-008
4509

FRANKLIN BLVD

MARTHA VELASCO
LAYOUT NOTES:

NOTES:

TRUSTED ENGINEERING ADVISORS
172
LPP-9 PN T15165500

LAYOUT PLAN AND PROFILE
STA 72+50 to STA 77+50

FRANKLIN BLVD COMPLETE STREET PROJECT
N

TRUSTED ENGINEERING ADVISORS
LEGEND:
19TH AVE
20TH AVE

FRANKLIN BLVD

FRANKLIN BLVD
019-0082-030
4400 FRANKLIN
BLVD
019-0082-031
4444 FRANKLIN BLVD
019-0101-020
4450 FRANKLIN BLVD

ALEJANDRO LOPEZ
019-0101-019
4502 FRANKLIN BLVD

HEINSENBERG INVESTMENTS LLC
019-0101-030
4520 FRANKLIN BLVD

WEINBERG FAMILY TRUST, STEVEN

GORDON WEINBURG AND JOYCE

WEINBERG, TRUSTEES

MARTHA VELASCO
020-0202-009
4513 FRANKLIN BLVD

MARTHA VELASCO
020-0202-001
4501 FRANKLIN BLVD

TIM T LAM
020-0201-013
4425 FRANKLIN BLVD

JOSEPH A PAZ JR
19TH AVE
20TH AVE

FRANKLIN BLVD

FRANKLIN BLVD
019-0082-030
4400 FRANKLIN
BLVD
019-0082-031
4444 FRANKLIN BLVD
019-0101-020
4450 FRANKLIN BLVD

ALEJANDRO LOPEZ
019-0101-019
4502 FRANKLIN BLVD

HEINSENBERG INVESTMENTS LLC
019-0101-030
4520 FRANKLIN BLVD

WEINBERG FAMILY TRUST, STEVEN

GORDON WEINBURG AND JOYCE

WEINBERG, TRUSTEES

MARTHA VELASCO
020-0202-009
4513 FRANKLIN BLVD

MARTHA VELASCO
020-0202-001
4501 FRANKLIN BLVD

TIM T LAM
020-0201-013
4425 FRANKLIN BLVD

JOSEPH A PAZ JR
19TH AVE
20TH AVE

FRANKLIN BLVD

FRANKLIN BLVD
019-0082-030
4400 FRANKLIN
BLVD
019-0082-031
4444 FRANKLIN BLVD
019-0101-020
4450 FRANKLIN BLVD

ALEJANDRO LOPEZ
019-0101-019
4502 FRANKLIN BLVD

HEINSENBERG INVESTMENTS LLC
019-0101-030
4520 FRANKLIN BLVD

WEINBERG FAMILY TRUST, STEVEN

GORDON WEINBURG AND JOYCE

WEINBERG, TRUSTEES

MARTHA VELASCO
020-0202-009
4513 FRANKLIN BLVD

MARTHA VELASCO
020-0202-001
4501 FRANKLIN BLVD

TIM T LAM
020-0201-013
4425 FRANKLIN BLVD

JOSEPH A PAZ JR
LAYOUT NOTES:

NOTES:

TRUSTED ENGINEERING ADVISORS
172
LPP-10 PN T15165500

LAYOUT PLAN AND PROFILE
STA 77+50 to STA 82+50

FRANKLIN BLVD COMPLETE STREET PROJECT
N

TRUSTED ENGINEERING ADVISORS
LEGEND:
19TH AVE
18TH AVE

FRANKLIN BLVD
019-0066-007
4216 FRANKLIN BLVD
019-0061-049
019-0081-023 4300 FRANKLIN BLVD
4314 FRANKLIN BLVD

EL NOV LLC
020-0111-006
3105 19TH AVE

RUIZ LIVING
TRUST
020-0111-007
4313 FRANKLIN
BLVD

RUIZ LIVING
TRUST 020-0111-026
4311 FRANKLIN BLVD

ERIC & KATHLEEN

NICKERMAN
020-0111-041
4301 FRANKLIN BLVD

SCOTT AND ANN HACKETT
020-0111-043
4129 FRANKLIN BLVD

SCOTT AND ANN HACKETT
020-0111-044
4125 FRANKLIN BLVD

HOWARD WONG
NOTES:

LAYOUT NOTES:

TRUSTED ENGINEERING ADVISORS
172
LPP-11 PN T15165500

LAYOUT PLAN AND PROFILE
STA 82+50 to STA 87+50

FRANKLIN BLVD COMPLETE STREET PROJECT
N
LEGEND:
16TH AVE

FRANKLIN BLVD
019-0065-005
4100 FRANKLIN BLVD

BEVERLY KONESKY

REVOCABLE TRUST
019-0066-016
4106 FRANKLIN BLVD

JASON T NGUYEN
019-0066-005
4108-4128 FRANKLIN BLVD
LY & Co. LLC
019-0066-006
4190 FRANKLIN BLVD
ROBERT J.

GONZALEZ
020-0111-38
4121 FRANKLIN
BLVD
020-0111-37
4115 FRANKLIN BLVD
020-0044-019
4027 FRANKLIN BLVD
NOTES:

LAYOUT NOTES:

TRUSTED ENGINEERING ADVISORS
172
LPP-12 PN T15165500

LAYOUT PLAN AND PROFILE
STA 87+50 to STA 92+50

FRANKLIN BLVD COMPLETE STREET PROJECT
N
LEGEND:

FRANKLIN BLVD

WILMINGTON AVE
019-0043-009
3924 FRANKLIN BLVD

SELF HELP FEDERAL CREDIT UNION
019-0043-035
3928 FRANKLIN BLVD

BATOVAC REVOCABLE FAMILY
TRUST
019-0043-012
3932 FRANKLIN BLVD

BATOVAC REVOCABLE

FAMILY TRUST
019-0043-013
3940

FRANKLIN
BLVD

CLARK &
JOHN J
CARTER
019-0043-034
3948 FRANKLIN BLVD

FIRST TENANT

PROPERTY HOLDINGS
LLC
019-0043-016
3952 FRANKLIN
BLVD

TEMBY TRUST
019-0043-017
3954 FRANKLIN
BLVD

EUGENE L &

BLANCA E ORTEGA
019-0043-018
3956 FRANKLIN BLVD
020-0044-004
3945 FRANKLIN BLVD

LARRY AND DEANNA DOCKTER
020-0044-020
3931 FRANKLIN BLVD

RENU & REJESH SOIN & REKHA SOIN
020-0044-017
3927 FRANKLIN BLVD

RAGHU SAMI & SUNLIA SARUP
NOTES:

LAYOUT NOTES:

TRUSTED ENGINEERING ADVISORS
172
LPP-13 PN T15165500

LAYOUT PLAN AND PROFILE
STA 92+50 to STA 97+50

FRANKLIN BLVD COMPLETE STREET PROJECT
N
LEGEND:
14TH AVE 14TH AVE
13TH AVE 15TH AVE

FRANKLIN BLVD
019-0010-001
3710 FRANKLIN BLVD

SACRAMENTO CHILDREN'S HOME

GARFIELD BEACH VCS LLC
019-0043-033
3900 FRANKLIN BLVD
019-0041-008
3840 FRANKLIN BLVD
HORN FAMILY TRUST & SUSAN E.

HORN TRUST
APN:020-0012-013
3811 FRANKLIN BLVD
APN:020-0012-012
3829 FRANKLIN BLVD
APN:020-0012-011
3833 FRANKLIN BLVD
APN:020-0012-010
3837 FRANKLIN BLVD
020-0012-001
3801 FRANKLIN BLVD
020-0011-012
2801 FRANKLIN BLVD
NOTES:

LAYOUT NOTES:

TRUSTED ENGINEERING ADVISORS
172
LPP-14 PN T15165500

LAYOUT PLAN AND PROFILE
STA 97+50 to STA 102+50

FRANKLIN BLVD COMPLETE STREET PROJECT
N
LEGEND:
12TH AVE

FRANKLIN BLVD

SUTTERVILLE RD

COLEMAN WAY FRANKLIN BLVD
020-0011-001
3701 FRANKLIN BLVD

AU ENERGY LLC
NOTES:

LAYOUT NOTES:

TRUSTED ENGINEERING ADVISORS
172
LPP-15 PN T15165500

LAYOUT PLAN AND PROFILE
STA 102+50 to STA 105+94

FRANKLIN BLVD COMPLETE STREET PROJECT
N
LEGEND:

TRUSTED ENGINEERING ADVISORS
172
LPP-16
UTILITY DATA PN T15165500

FRANKLIN BLVD COMPLETE STREET PROJECT
32ND AVE

FRANKLIN BLVD
NOTES:

TRUSTED ENGINEERING ADVISORS
N
172
GR-1 PN T15165500

GRADING PLAN
STA 39+50 to STA 42+50

FRANKLIN BLVD COMPLETE STREET PROJECT

FRUITRIDGE ROAD

FRANKLIN BLVD
NOTES:

TRUSTED ENGINEERING ADVISORS
N
172
GR-2 PN T15165500

GRADING PLAN
STA 42+50 to STA 45+50

FRANKLIN BLVD COMPLETE STREET PROJECT

FRANKLIN BLVD
NOTES:

TRUSTED ENGINEERING ADVISORS
N
172
GR-3 PN T15165500

GRADING PLAN
STA 45+50 to STA 48+50

FRANKLIN BLVD COMPLETE STREET PROJECT
29TH AVE

FRANKLIN BLVD
NOTES:

TRUSTED ENGINEERING ADVISORS
N
172
GR-4 PN T15165500

GRADING PLANS
STA 48+50 to STA 51+50

FRANKLIN BLVD COMPLETE STREET PROJECT

FRANKLIN BLVD
NOTES:

TRUSTED ENGINEERING ADVISORS
N
172
GR-5 PN T15165500

GRADING PLAN
STA 51+50 to STA 54+50

FRANKLIN BLVD COMPLETE STREET PROJECT
27TH AVE

FRANKLIN BLVD
NOTES:

TRUSTED ENGINEERING ADVISORS
N
172
GR-6 PN T15165500

GRADING PLAN
STA 54+50 to STA 57+50

FRANKLIN BLVD COMPLETE STREET PROJECT
26TH AVE
26TH AVE

FRANKLIN BLVD
NOTES:

TRUSTED ENGINEERING ADVISORS
N
172
GR-7 PN T15165500

GRADING PLAN
STA 57+50 to STA 60+50

FRANKLIN BLVD COMPLETE STREET PROJECT
25TH AVE

FRANKLIN BLVD
NOTES:

TRUSTED ENGINEERING ADVISORS
N
172
GR-8 PN T15165500

GRADING PLAN
STA 60+50 to STA 63+50

FRANKLIN BLVD COMPLETE STREET PROJECT
24TH AVE

FRANKLIN BLVD
NOTES:

TRUSTED ENGINEERING ADVISORS
N
172
GR-9 PN T15165500

GRADING PLANS
STA 63+50 to STA 66+25

FRANKLIN BLVD COMPLETE STREET PROJECT

ATLAS AVE

FRANKLIN BLVD
24TH AVE
NOTES:

TRUSTED ENGINEERING ADVISORS
N
172
GR-10 PN T15165500

GRADING PLAN
STA 66+25 to STA 69+00

FRANKLIN BLVD COMPLETE STREET PROJECT

FRANKLIN BLVD
23RD AVE
NOTES:

TRUSTED ENGINEERING ADVISORS
N
172
GR-11 PN T15165500

GRADING PLAN
STA 69+00 to STA 71+75

FRANKLIN BLVD COMPLETE STREET PROJECT

FRANKLIN BLVD
22ND AVE
NOTES:

TRUSTED ENGINEERING ADVISORS
N
172
GR-12 PN T15165500

GRADING PLAN
STA 71+75 to STA 74+50

FRANKLIN BLVD COMPLETE STREET PROJECT

FRANKLIN BLVD
21ST AVE
21ST AVE
NOTES:

TRUSTED ENGINEERING ADVISORS
N
172
GR-13 PN T15165500

GRADING PLAN
STA 74+50 to STA 77+50

FRANKLIN BLVD COMPLETE STREET PROJECT

FRANKLIN BLVD
20TH AVE
NOTES:

TRUSTED ENGINEERING ADVISORS
N
172
GR-14 PN T15165500

GRADING PLAN
STA 77+50 to STA 80+50

FRANKLIN BLVD COMPLETE STREET PROJECT

FRANKLIN BLVD
19TH AVE
19TH AVE
NOTES:

TRUSTED ENGINEERING ADVISORS
N
172
GR-15 PN T15165500

GRADING PLAN
STA 80+50 to STA 83+50

FRANKLIN BLVD COMPLETE STREET PROJECT

FRANKLIN BLVD
18TH AVE
NOTES:

TRUSTED ENGINEERING ADVISORS
N
172
GR-16 PN T15165500

GRADING PLAN
STA 83+50 to STA 86+45

FRANKLIN BLVD COMPLETE STREET PROJECT

FRANKLIN BLVD
NOTES:

TRUSTED ENGINEERING ADVISORS
N
172
GR-17 PN T15165500

GRADING PLAN
STA 86+45 to STA 89+50

FRANKLIN BLVD COMPLETE STREET PROJECT

FRANKLIN BLVD
16TH AVE
NOTES:

TRUSTED ENGINEERING ADVISORS
N
172
GR-18 PN T15165500

GRADING PLAN
STA 89+50 to STA 92+25

FRANKLIN BLVD COMPLETE STREET PROJECT

FRANKLIN BLVD

WILMINGTON AVE
NOTES:

TRUSTED ENGINEERING ADVISORS
N
172
GR-19 PN T15165500

GRADING PLAN
STA 92+25 to STA 95+00

FRANKLIN BLVD COMPLETE STREET PROJECT

FRANKLIN BLVD
14TH AVE
NOTES:

TRUSTED ENGINEERING ADVISORS
N
172
GR-20 PN T15165500

GRADING PLAN
STA 95+00 to STA 97+75

FRANKLIN BLVD COMPLETE STREET PROJECT

FRANKLIN BLVD
FRANKLIN BLVD 15TH AVE 14TH AVE
NOTES:

TRUSTED ENGINEERING ADVISORS
172
GR-21 PN T15165500

GRADING PLAN
STA 97+75 to STA 100+50

FRANKLIN BLVD COMPLETE STREET PROJECT
FRANKLIN BLVD 13TH AVE
NOTES:

TRUSTED ENGINEERING ADVISORS
172
GR-22 PN T15165500

GRADING PLAN
STA 100+50 to STA 103+50

FRANKLIN BLVD COMPLETE STREET PROJECT
FRANKLIN BLVD 12TH AVE SUTTERVILLE RD
NOTES:

TRUSTED ENGINEERING ADVISORS
172
GR-23 PN T15165500

GRADING PLAN
STA 103+50 to STA 105+95

FRANKLIN BLVD COMPLETE STREET PROJECT

TRUSTED ENGINEERING ADVISORS
N
172
GR-24 PN T15165500

GRADING DETAILS
STA 39+50 to STA 51+50

FRANKLIN BLVD COMPLETE STREET PROJECT
29TH AVE

FRANKLIN BLVD

FRUITRIDGE RD
32ND AVE

FRANKLIN BLVD

TRUSTED ENGINEERING ADVISORS
N
172
GR-25 PN T15165500

GRADING DETAILS
STA 51+50 to STA 63+50

FRANKLIN BLVD COMPLETE STREET PROJECT
26TH AVE
26TH AVE 25TH AVE

FRANKLIN BLVD
27TH AVE

FRANKLIN BLVD

TRUSTED ENGINEERING ADVISORS
N
172
GR-26 PN T15165500

GRADING DETAILS
STA 63+50 to STA 75+50

FRANKLIN BLVD COMPLETE STREET PROJECT
22ND AVE
23RD AVE

FRANKLIN BLVD
24TH AVE

ATLAS AVE

FRANKLIN BLVD

TRUSTED ENGINEERING ADVISORS
N
172
GR-27 PN T15165500

GRADING DETAIL
STA 75+50 to STA 81+50

FRANKLIN BLVD COMPLETE STREET PROJECT
21ST AVE
21ST AVE
20TH AVE

FRANKLIN BLVD
19TH AVE
19TH AVE
18TH AVE

FRANKLIN BLVD

TRUSTED ENGINEERING ADVISORS
N
172
GR-28 PN T15165500

GRADING DETAILS
STA 81+50 to STA 93+50

FRANKLIN BLVD COMPLETE STREET PROJECT
16TH AVE

FRANKLIN BLVD
14TH AVE 15TH AVE

FRANKLIN BLVD

TRUSTED ENGINEERING ADVISORS
N
172
GR-29 PN T15165500

GRADING DETAILS
STA 93+50 to STA 105+50

FRANKLIN BLVD COMPLETE STREET PROJECT

TRUSTED ENGINEERING ADVISORS
2 - DRAINAGE PROFILE
4 - DRAINAGE PROFILE
6 - DRAINAGE PROFILE
1 - DRAINAGE PROFILE
7 - DRAINAGE PROFILE 8- DRAINAGE PROFILE
5 - DRAINAGE PROFILE
9 - DRAINAGE PROFILE
172
DP-1
DRAINAGE PROFILES PN T15165500

FRANKLIN BLVD COMPLETE STREET PROJECT
3 - DRAINAGE PROFILE

TRUSTED ENGINEERING ADVISORS
172
DP-2
DRAINAGE PROFILES PN T15165500

FRANKLIN BLVD COMPLETE STREET PROJECT
11 - DRAINAGE PROFILE 12
- 10 DRAINAGE PROFILE- DRAINAGE PROFILE
14 - DRAINAGE PROFILE 13
- DRAINAGE PROFILE 15
- DRAINAGE PROFILE
16 - DRAINAGE PROFILE 17
- DRAINAGE PROFILE 18
- DRAINAGE PROFILE

TRUSTED ENGINEERING ADVISORS
20 - DRAINAGE PROFILE
24 - DRAINAGE PROFILE
172
DP-3
DRAINAGE PROFILES PN T15165500

FRANKLIN BLVD COMPLETE STREET PROJECT
23 - DRAINAGE PROFILE
22 - DRAINAGE PROFILE
26 - DRAINAGE PROFILE 27
- DRAINAGE PROFILE
28 - DRAINAGE PROFILE
29 - DRAINAGE PROFILE
30 - DRAINAGE PROFILE

TRUSTED ENGINEERING ADVISORS
172
DP-4
DRAINAGE PROFILES PN T15165500

FRANKLIN BLVD COMPLETE STREET PROJECT
32 - DRAINAGE PROFILE 33- DRAINAGE PROFILE
31 - DRAINAGE PROFILE

TRUSTED ENGINEERING ADVISORS
172
D-1
STANDARD DETAILS PN T15165500

FRANKLIN BLVD COMPLETE STREET PROJECT

TRUSTED ENGINEERING ADVISORS
172
D-2
STANDARD DETAILS PN T15165500

FRANKLIN BLVD COMPLETE STREET PROJECT
172
D-3
STANDARD DETAILS PN T15165500

FRANKLIN BLVD COMPLETE STREET PROJECT

TRUSTED ENGINEERING ADVISORS
PLAN
B
B

SECTION A-A

SECTION B-B
172
D-4
STANDARD DETAILS PN T15165500

FRANKLIN BLVD COMPLETE STREET PROJECT

TRUSTED ENGINEERING ADVISORS
2 - CURB AND GUTTER NOTCH DETAIL
1 - VERTICAL CURB TO ROLLED CURB TRANSITION 4
- 3 CONCRETE COLLAR DETAIL
- MODIFIED MEDIAN CURB TYPE 14
5 - CURB OPENING DETAIL
CONSTRUCTION NOTES:

CONSTRUCTION LEGEND
NOTES:

FRANKLIN BOULEVARD
32ND AVE
025-0091-014
5630 FRANKLIN BLVD

WASIF SHAMASHAD
025-0091-016 025-0091-015
025-0091-017
5650 FRANKLIN BLVD 025-0092-015
3254 32ND AVE
025-0092-016
5680 FRANKLIN BLVD
025-0092-017
5690 FRANKLIN BLVD
026-0300-016
5681 FRANKLIN BLVD
026-0300-008
5651 FRANKLIN BLVD
026-0300-003
5615 FRANKLIN BLVD

ZERIMAR FAMILY TRUST
33RD AVE
025-0171-024
5700 FRANKLIN BLVD
025-0171-020
5716 FRANKLIN BLVD
025-0171-021
3291 33RD AVE
025-0172-044
5740 FRANKLIN BLVD
026-0013-003
5741 FRANKLIN BLVD 026-0012-001
5731 FRANKLIN BLVD
026-0012-002
5711 FRANKLIN BLVD
026-0012-003
5701 FRANKLIN BLVD

TRUSTED ENGINEERING ADVISORS
N
172
W-1 PN T15165500

WATER PLANS
STA 32+50 to STA 42+50

FRANKLIN BLVD COMPLETE STREET PROJECT
CONSTRUCTION NOTES:

CONSTRUCTION LEGEND
NOTES:
29TH AVE

FRANKLIN BOULEVARD
019-0191-022
5350 FRANKLIN BLVD
019-0221-012
5408 FRANKLIN BLVD

JAMES ARMISTEAD
019-0221-047
5540 FRANKLIN BLVD
019-0221-046
5550 FRANKLIN BLVD
026-0221-035
5385 FRANKLIN BLVD

FRANKLIN CENTER LLC
022-0221-036
5303 FRANKLIN BLVD

POLICE FACILITY

FRANKLIN BOULEVARD

FRUITRIDGE ROAD

FRANKLIN BOULEVARD
019-0221-044
3131 FRUITRIDGE RD
025-0091-012
5600 FRANKLIN BLVD

CABALLO BLANCO RESTURANTE INC
025-0091-013
5620 FRANKLIN
BLVD

HARVINDER
KUMAR
026-0300-001
5601 FRANKLIN BLVD

BAINS BROTHERS LLC
026-0221-023
5551 FRANKLIN BLVD

AVALOS FAMILY TRUST
026-0221-025
5421 FRANKLIN BLVD

AUTOZONE DEVELOPMENT CORPORATION

TRUSTED ENGINEERING ADVISORS
N
172
W-2 PN T15165500

WATER PLANS
STA 42+50 to STA 52+00

FRANKLIN BLVD COMPLETE STREET PROJECT
TRUSTED ENGINEERING ADVISORS N 172 W-3
PN T15165500 WATER PLANS STA 52+00 to STA 61+50 FRANKLIN BLVD COMPLETE STREET PROJECT CONSTRUCTION NOTES: CONSTRUCTION LEGEND NOTES: 27TH AVE FRANKLIN BLVD 019-0191-015 5140 FRANKLIN BLVD ANDY FONG REVOCABLE TRUST 019-0191-016 5200 FRANKLIN BLVD 019-0191-017 5230 FRANKLIN BLVD 019-0191-018 5240 FRANKLIN BLVD 5240 FRANKLIN LLC 019-0191-080 5348 FRANKLIN BLVD STEVING FAMILY TRUST 022-0152-001 5205 FRANKLIN BLVD SANDEN TRUST 022-0151-036 5151 FRANKLIN BLVD BOB LEON LLC 022-0221-036 5303 FRANKLIN BLVD POLICE FACILITY 26TH AVE 26TH AVE FRANKLIN BLVD 019-0191-014 5100 FRANKLIN BLVD LAMONT & CHOLLANEE HORNBECK 019-0161-048 3121 26TH AVE 3 STAR PROPS LLC 022-0151-024 5127 FRANKLIN BLVD ARSHAD & NADIRA ALVI 022-0151-001 022-0082-019 5041 FRANKLIN BLVD MOHINDER & SATYA PAL 022-0082-020 5031 FRANKLIN BLVD ZAFAR IQUBAL, ISHRAT BEGUM, JAVED IQBAL AND MAFIA ANWAR 019-0191-015 5140 FRANKLIN BLVD ANDY FONG REVOCABLE TRUST 022-0082-030 5021 FRANKLIN BLVD TERESA DE JESUS MARTINEZ RODRIGUEZ TRUSTED ENGINEERING ADVISORS N 172 W-4
PN T15165500 WATER PLANS STA 61+50 to STA 70+50 FRANKLIN BLVD COMPLETE STREET PROJECT CONSTRUCTION NOTES: CONSTRUCTION LEGEND 25TH AVE NOTES: FRANKLIN BLVD 019-0161-055 4920 FRANKLIN BLVD ERASMO GONZALEZ 019-0161-054 4950 FRANKLIN BLVD HODGES FAMILY LIVING TRUST 019-0161-019 5002 FRANKLIN BLVD LA ESPERANZA ENTERPRISES LLC 022-0082-030 5021 FRANKLIN BLVD TERESA DE JESUS MARTINEZ RODRIGUEZ 022-0082-029 5001 FRANKLIN BLVD ESPERANZA L GARNICA REVOCABLE TRUST 022-0081-032 4909 FRANKLIN BLVD STEVE BASS AND VERA STAR 022-0081-025 4905 FRANKLIN BLVD CORKY BOB LLC 022-0081-001 4901 FRANKLIN BLVD THI MI DUONG 022-0081-031 4991 FRANKLIN BLVD SARB ENTERPRISES CORP FRANKLIN BLVD 24TH AVE 23RD AVE ATLAS AVE FRANKLIN BLVD 0019-0131-016 4780 FRANKLIN BLVD ANNA & STEVE LA BRITT 0019-0131-017 4790 FRANKLIN BLVD LOOCK LIVING TRUST 0019-0134-001 4800 FRANKLIN BLVD LE GRANDE LLC 019-0134-002 4840 FRANKLIN BLVD BONNIE CHOW, KAREN KWAI SUEN CHOW, WARREN CHOW JR. 019-0134-003 4840 FRANKLIN BLVD BONNIE CHOW, KAREN KWAI SUEN CHOW, WARREN CHOW JR. 019-0134-004 4910 FRANKLIN BLVD THE TYLER ANTHONY VASQUEZ TRUST, TYLER A. VASQUEZ, TRUSTEE 022-0012-026 4875 FRANKLIN BLVD LA ESPERANZA ENTERPRISES LLC 022-0012-022 4805 FRANKLIN BLVD PHONGLINH NGUYEN 022-0012-021 4815 FRANKLIN BLVD ANDY LIU 022-0012-001 3100 23RD AVE RAHAT BAKSH 022-0011-003 4717 FRANKLIN BLVD NORMA & JUVENCIO MARTIN CONSTRUCTION NOTES:

CONSTRUCTION LEGEND
NOTES: 22ND AVE

FRANKLIN BLVD
019-0102-004
4604 FRANKLIN BLVD

RAMIRO & CLAUDIA CHAVEZ TRUST
019-0131-012
4710 FRANKLIN BLVD

SHENG FA TSAY &

LO YAU TAI TSAY LIVING
TRUST
019-0131-013
4720 FRANKLIN BLVD

F AND N CABLE TRUST
019-0131-014
4750 FRANKLIN BLVD
0019-0131-015
4770 FRANKLIN BLVD

ANTIGONE MARCOS
022-0011-002
4715 FRANKLIN BLVD

NORMA & JUVENCIO
MARTIN RUIZ JR. 022-0011-001
4713 FRANKLIN BLVD

NORMA & JUVENCIO
MARTIN RUIZ JR.
020-0263-019
4707

FRANKLIN BLVD

NAVARRETE

FAMILY TRUST
020-0263-020 ALEYNE M SCHWARTZ
020-0263-002
4705

FRANKLIN BLVD

SONIA BATISH
020-0263-003
4701 FRANKLIN BLVD

LUBNA & MUHAMMED

SHAFIQUE
020-0261-011
4611

FRANKLIN BLVD

RICH LIVING
TRUST
020-0261-009
4615 FRANKLIN BLVD

LUBNA & MUHAMMED SHAFIQUE
020-0261-010
4613

FRANKLIN BLVD

LUBNA &

MUHAMMED

SHAFIQUE
020-0261-001
4609

FRANKLIN BLVD

LY THO & DENH

NHOC VONG
21ST AVE
21ST AVE

FRANKLIN BOULEVARD
019-0101-020
4450 FRANKLIN BLVD

ALEJANDRO LOPEZ
019-0101-019
4502 FRANKLIN BLVD

HEINSENBERG INVESTMENTS LLC
019-0101-030
4520 FRANKLIN BLVD

WEINBERG FAMILY TRUST, STEVEN

GORDON WEINBURG AND JOYCE

WEINBERG, TRUSTEES
020-0261-003
4601 FRANKLIN BLVD

ALVARO ASCENCIO
020-0261-002
4601

FRANKLIN BLVD
ALVARO

ASCENCIO
020-0202-007
4517 FRANKLIN BLVD

FRANK & ADELA URIBE
020-0202-008
4509

FRANKLIN BLVD

MARTHA VELASCO
020-0202-009
4513 FRANKLIN BLVD

MARTHA VELASCO
020-0202-001
4501 FRANKLIN BLVD

TIM T LAM
019-0102-004
4604 FRANKLIN BLVD

RAMIRO & CLAUDIA CHAVEZ TRUST

TRUSTED ENGINEERING ADVISORS
N
172
W-5 PN T15165500

WATER PLANS
STA 70+50 to STA 79+50

FRANKLIN BLVD COMPLETE STREET PROJECT
CONSTRUCTION NOTES:

CONSTRUCTION LEGEND
20TH AVE NOTES:
19TH AVE
19TH AVE

FRANKLIN BLVD
019-0081-023
4314 FRANKLIN BLVD

EL NOV LLC
019-0082-030
4400 FRANKLIN
BLVD
019-0082-031
4444 FRANKLIN BLVD
020-0201-013
4425 FRANKLIN BLVD

JOSEPH A PAZ JR
020-0111-006
3105 19TH AVE

RUIZ LIVING
TRUST
020-0111-007
4313 FRANKLIN
BLVD

RUIZ LIVING
TRUST
18TH AVE

FRANKLIN BLVD
019-0066-006
4190 FRANKLIN BLVD
ROBERT J.

GONZALEZ
019-0066-007
4216 FRANKLIN BLVD
019-0061-049
4300 FRANKLIN BLVD
020-0111-026
4311 FRANKLIN BLVD

ERIC & KATHLEEN

NICKERMAN
020-0111-041
4301 FRANKLIN BLVD

SCOTT AND ANN HACKETT
020-0111-043
4129 FRANKLIN BLVD

SCOTT AND ANN HACKETT
020-0111-044
4125 FRANKLIN BLVD

HOWARD WONG
020-0111-38
4121 FRANKLIN BLVD
020-0111-37
4115 FRANKLIN BLVD

TRUSTED ENGINEERING ADVISORS
N
172
W-6 PN T15165500

WATER PLANS
STA 79+50 to STA 88+50

FRANKLIN BLVD COMPLETE STREET PROJECT
CONSTRUCTION NOTES:

CONSTRUCTION LEGEND
NOTES:
16TH AVE

FRANKLIN BOULEVARD

WILMINGTON AVE
3956 FRANKLIN BLVD
019-0065-005
4100 FRANKLIN BLVD

BEVERLY KONESKY REVOCABLE
TRUST
019-0066-016
4106 FRANKLIN BLVD

JASON T NGUYEN
019-0066-005
4108-4128 FRANKLIN BLVD
LY & Co. LLC
020-0044-019
4027 FRANKLIN BLVD

FRANKLIN BOULEVARD
019-0043-009
3924 FRANKLIN BLVD

SELF HELP FEDERAL CREDIT UNION
019-0043-035
3928 FRANKLIN BLVD

BATOVAC REVOCABLE FAMILY TRUST
019-0043-012
3932 FRANKLIN BLVD

BATOVAC REVOCABLE

FAMILY TRUST
019-0043-013
3940 FRANKLIN BLVD

CLARK & JOHN J
CARTER
019-0043-034
3948 FRANKLIN BLVD

FIRST TENANT PROPERTY

HOLDINGS LLC
019-0043-016
3952 FRANKLIN BLVD

TEMBY TRUST
019-0043-017
3954 FRANKLIN BLVD

EUGENE L & BLANCA

E ORTEGA
019-0043-018
3956 FRANKLIN BLVD
020-0044-004
3945 FRANKLIN BLVD

LARRY AND DEANNA DOCKTER
020-0044-020
3931 FRANKLIN BLVD

RENU & REJESH SOIN & REKHA SOIN
020-0044-017
3927 FRANKLIN BLVD

RAGHU SAMI & SUNLIA SARUP

TRUSTED ENGINEERING ADVISORS
N
172
W-7 PN T15165500

WATER PLANS
STA 88+50 to STA 97+50

FRANKLIN BLVD COMPLETE STREET PROJECT
CONSTRUCTION NOTES:

CONSTRUCTION LEGEND
NOTES:
14TH AVE 14TH AVE 13TH AVE 15TH AVE

FRANKLIN BOULEVARD
8710 FRANKLIN BLVD

SACRAMENTO CHILDREN'S HOME
GARFIELD BEACH VCS LLC 019-0043-033
3900 FRANKLIN BLVD
019-0041-008
3840 FRANKLIN BLVD

HORN FAMILY TRUST &

ELP FEDERAL CREDIT UNION
SUSAN E. HORN TRUST
APN:020-0012-013
3811 FRANKLIN BLVD
APN:020-0012-012
3829 FRANKLIN BLVD
APN:020-0012-011
3833 FRANKLIN BLVD APN:020-0012-010
3837 FRANKLIN BLVD
020-0012-001
3801 FRANKLIN BLVD
020-0011-012
2801 FRANKLIN BLVD
12TH AVE

FRANKLIN BOULEVARD

SUTTERVILLE RD

COLEMAN WAY FRANKLIN BOULEVARD
020-0011-012
2801 FRANKLIN BLVD
020-0011-001
3701 FRANKLIN BLVD

AU ENERGY LLC

TRUSTED ENGINEERING ADVISORS
N
172
W-8 PN T15165500

WATER PLANS
STA 97+50 to STA 107+00

FRANKLIN BLVD COMPLETE STREET PROJECT

TRUSTED ENGINEERING ADVISORS
172
W-9
WATER DETAILS PN T15165500

FRANKLIN BLVD COMPLETE STREET PROJECT
172
CS-1
CONSTRUCTION AREA SIGNS PN T15165500

FRANKLIN BLVD COMPLETE STREET PROJECT

TRUSTED ENGINEERING ADVISORS
N

SIGN REMOVAL
18"

WHITE CITY POST CHANNELIZER WITH

REFLECTIVE BANDS OR EQUIVALENT

CENTERED ON MEDIAN

BIKE LANE

TRAVEL LANE

TYPE G MARKERS (RPM)
(2 TO 4)

WHITE RETROREFLECTIVE PAINT ON
TOP (6") AND SIDE (FULL HEIGHT) OF

RAISED ISLAND AT NOSE AND FIRST
10' ON BOTH SIDE OF ISLAND

WHITE CITY POST

CHANNELIZER OR

EQUIVALENT TYPE G MARKERS
WITH 4" SPACING

TRUSTED ENGINEERING ADVISORS
172
PD-1 PN T15165500

SIGNAGE AND STRIPING

GENERAL NOTES, LEGEND, AND DETAILS

FRANKLIN BLVD COMPLETE STREET PROJECT



1 LADDER CROSSWALK 2 BUFFERED STRIPING
8 BIKE LANE GREEN MARKING
5 DASHED GREEN BIKE MARKINGS
3 TRIPLE FOUR CROSSWALK
9 CROSSWALK, CENTERLINE AND STOP LEGEND
DETAIL T-180
6 BIKE BOX INTERSECTION DEPARTURE

B
L
7 MEDIAN END TREATMENT
4 RIGHT EDGE RAISED

PAVEMENT MARKERS DETAIL

 



FRANKLIN BLVD
32ND AVE
  
 


 

33RD AVE
33RD AVE 
STRIPING NOTES:

NOTES:

TRUSTED ENGINEERING ADVISORS
172
PD-2 PN T15165500

SIGNAGE AND STRIPING
STA 28+00 to STA 42+50

FRANKLIN BLVD COMPLETE STREET PROJECT
N









 



29TH AVE

FRANKLIN BLVD

  















FRUITRIDGE RD

FRUITRIDGE RD

FRANKLIN BLVD









STRIPING NOTES:

NOTES:

TRUSTED ENGINEERING ADVISORS
172
PD-3 PN T15165500

SIGNAGE AND STRIPING
STA 42+50 to STA 52+00

FRANKLIN BLVD COMPLETE STREET PROJECT
N

TRUSTED ENGINEERING ADVISORS
172
PD-4 PN T15165500

SIGNAGE AND STRIPING
STA 52+00 to STA 61+50

FRANKLIN BLVD COMPLETE STREET PROJECT
N
STRIPING NOTES:

NOTES:










27TH AVE

FRANKLIN BOULEVARD

L
B L
B








26TH AVE
26TH AVE

FRANKLIN BLVD




 

TRUSTED ENGINEERING ADVISORS 172 PD-5
PN T15165500 SIGNAGE AND STRIPING STA 61+50 to STA 70+50 FRANKLIN BLVD COMPLETE STREET PROJECT N         25TH AVE FRANKLIN BLVD STRIPING NOTES: NOTES:                24TH AVE 23RD AVE ATLAS AVE FRANKLIN BLVD     
 




 


22ND AVE

FRANKLIN BLVD
22ND/23RD AVE ALLEY 21ST/22ND AVE ALLEY

L
B
L
B
L
B
L
B 






21ST AVE
21ST AVE

FRANKLIN BLVD
20TH/21ST AVE ALLEY 












STRIPING NOTES:

NOTES:

TRUSTED ENGINEERING ADVISORS
172
PD-6 PN T15165500

SIGNAGE AND STRIPING
STA 70+50 to STA 79+50

FRANKLIN BLVD COMPLETE STREET PROJECT
N








 

20TH AVE
19TH AVE
19TH AVE

FRANKLIN BLVD
19TH/20TH AVE ALLEY







18TH AVE


FRANKLIN BLVD
18TH/19TH AVE ALLEY 



STRIPING NOTES:

NOTES:

TRUSTED ENGINEERING ADVISORS
172
PD-7 PN T15165500

SIGNAGE AND STRIPING
STA 79+50 to STA 88+50

FRANKLIN BLVD COMPLETE STREET PROJECT
N

 


 

16TH AVE

FRANKLIN BLVD

WILMINGTON
AVE


 




   

FRANKLIN BOULEVARD
STRIPING NOTES:

NOTES:

TRUSTED ENGINEERING ADVISORS
172
PD-8 PN T15165500

SIGNAGE AND STRIPING
STA 88+50 to STA 97+50

FRANKLIN BLVD COMPLETE STREET PROJECT
N











14TH AVE 14TH AVE 15TH AVE

FRANKLIN BOULEVARD




LB



 


 




 13TH AVE

FRANKLIN BOULEVARD

SUTTERVILLE RD

COLEMAN WAY FRANKLIN BOULEVARD
 12TH AVE








 







STRIPING NOTES:

NOTES:

NOTES:

TRUSTED ENGINEERING ADVISORS
172
PD-9 PN T15165500

SIGNAGE AND STRIPING
STA 97+50 to STA 105+94

FRANKLIN BLVD COMPLETE STREET PROJECT
N
LB
21ST AVE



TRUSTED ENGINEERING ADVISORS
172
PD-10 PN T15165500

SIGNAGE AND STRIPING
STA 11+00 to STA 14+00

FRANKLIN BLVD COMPLETE STREET PROJECT
N

TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET EXISTING IRRIGATION SYSTEM NOTES: 1. IRRIGATION DESIGN IS BASED ON CITY PROVIDED INFORMATION AND MAY NOT REFLECT ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF SITE CONDITIONS WHICH MAY PREVENT INSTALLATION OF WORK PER PLANS, DETAILS AND SPECIFICATIONS. ALL EXISTING IRRIGATION SYSTEM LAYOUT SHALL BE FIELD VERIFIED WITH THE OWNER'S REPRESENTATIVE AT THE START OF WORK. 2. CONTRACTOR SHALL FIELD VERIFY (POTHOLE IF NECESSARY) SIZE, MATERIAL, LOCATION AND DEPTH OF ALL MAINLINES THAT ARE TO BE CONNECTED TO OR CROSSED AT THE START OF WORK AND PROVIDE FINDINGS TO OWNER'S REPRESENTATIVE IN WRITING PRIOR TO THE START OF DEMOLITION. 3. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ANY EXISTING IRRIGATION SYSTEMS DIRECTLY ADJACENT AND OUTSIDE OF THE LIMIT-OF-WORK AREAS PRIOR TO THE START OF WORK. CONTRACTOR SHALL DOCUMENT ANY BROKEN OR MALFUNCTIONING PIECE OF IRRIGATION EQUIPMENT AND PROVIDE THE OWNER'S REPRESENTATIVE WITH A WRITTEN REPORT. ANY REPAIRS REQUIRED TO COMPONENTS NOT NOTED IN THE REPORT DURING OR AFTER DEMOLITION IS COMPLETED SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR AND ALL REPAIR WORK SHALL BE TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING IRRIGATION SYSTEM TO REMAIN CAUSED BY EITHER THEIR OR THEIR SUB-CONTRACTORS OPERATIONS OR NEGLECT. IN CASE OF DAMAGE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ANY REQUIRED REPAIRS AS SOON AS POSSIBLE. REPAIRS SHALL BE THE DIRECTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE AND SHALL BE TO THE EXACT DUPLICATE OF ORIGINAL WORK OR HIGHER QUALITY. 5. EXISTING IRRIGATION OUTSIDE OF AREAS OF WORK SHALL REMAIN FULLY OPERATIONAL. NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEM'S WATERING OR OPERATION SHALL BE ALLOWED DURING THE COURSE OF CONSTRUCTION. THE EXISTING IRRIGATION SYSTEM SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION AND SHALL BE SUPPLEMENTED BY MANUAL WATERING ONLY WHEN REQUIRED OR REQUESTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 6. PROTECT ALL EXISTING MAINLINE, CONTROL VALVES AND WIRES, AND IRRIGATION EQUIPMENT, INCLUDING BY NOT LIMITED TO PRESSURE REDUCING VALVES, MASTER VALVES, FLOW SENSORS, ETC., NECESSARY FOR THE OPERABILITY OF THE EXISTING IRRIGATION SYSTEM TO REMAIN. REMOVE EXISTING IRRIGATION EQUIPMENT ONLY WHEN REQUIRED AS PART OF IRRIGATION SYSTEM INSTALLATION. 7. ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLER(S) SHALL REMAIN CONNECTED UNLESS OTHERWISE NOTED ON PLANS. CONFIRM PROPER EXISTING CONTROLLER OPERATION WITH CITY'S REPRESENTATIVE UPON COMPLETION OF WORK. 8. EXISTING EQUIPMENT MAY BE RELOCATED FROM THE AREA OF WORK IF REQUIRED IN ORDER TO MAINTAIN OPERABILITY OF THE EXISTING IRRIGATION SYSTEM DURING AND AFTER CONSTRUCTION. RELOCATE EXISTING EQUIPMENT ONLY AS REQUIRED TO REMAIN FUNCTIONAL AND AS PER CITY'S REPRESENTATIVE APPROVAL. EXISTING UTILITY NOTES: 1. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, VERIFY THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES, STRUCTURES, AND SERVICES WHICH MAY AFFECT CONTRACTOR'S OPERATION DURING CONSTRUCTION BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES, AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 2. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING NEAR OVERHEAD OR UNDERGROUND POWER AND/OR TELEPHONE, WATER, GAS, OIL, SEWER, ETC., SO AS TO SAFELY PROTECT ALL UTILITIES, PERSONNEL, AND EQUIPMENT, AND SHALL BE RESPONSIBLE FOR ALL COSTS AND LIABILITY IN CONNECTION HEREIN. 3. WHERE IT IS NECESSARY TO EXCAVATE IN AREAS OF EXISTING UTILITIES, THE CONTRACTOR SHALL POTHOLE TO CONFIRM EXACT LOCATIONS OF EXISTING UTILITIES. 4. IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO THE SAME. 5. IN CASE OF INTERRUPTION OF UTILITIES CAUSED BY THE CONTRACTOR'S OPERATION OR NEGLECT, THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR RECONSTRUCT DAMAGED ITEMS TO THE OWNER'S AND/OR UTILITY'S REPRESENTATIVE SATISFACTION AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL BE RESPONSIBLE TO HAVE THE UTILITIES IN SERVICE AS SOON AS POSSIBLE. REQUIRED TREE PRESERVATION MEASURES FOR PROTECTED TREES: 1. ANY REGULATED ZONE* WITHIN THE TREE PROTECTION ZONE** OF A CITY TREE*** OR A PRIVATE PROTECTED TREE**** SHALL BE SEPARATELY PERMITTED PRIOR TO THE START OF CONSTRUCTION AND SUPERVISED BY AN ISA CERTIFIED ARBORIST WHO SHALL MAKE RECOMMENDATIONS TO MINIMIZE THE IMPACT OF APPROVED WORK ON THE TREES. SUBMIT A TREE PERMIT APPLICATION TO URBANFORESTRY@CITY OF SACRAMENTO.ORG AND REFER TO THE PLANING PROJECT NUMBER. 2. TREES TO BE PRESERVED WITHIN OR ADJACENT TO THE CONSTRUCTION AREA SHALL BE PROTECTED FROM DISTURBANCE PRIOR TO AND THROUGHOUT CONSTRUCTION BY THE FOLLOWING METHODS OR AS APPROVED BY THE CITY ARBORIST: A. PLACE A 6-FT HIGH CHAIN LINK FENCE AT THE EDGE OF THE TPZ. B. WHEN THE FULL TPZ CANNOT BE ENCLOSED BY CHAIN LINK FENCE, THE APPLICANT SHALL PROVIDE PROTECTION FOR THE TRUNK AND THE SOIL WITHIN THE ROOT ZONE AS APPROVED BY THE CITY ARBORIST. ACCEPTED PRACTICES ARE: i. ADD 4"-6" OF WOOD CHIP MULCH COVERED BY TRENCH PLATES OR 3/4-INCH PLYWOOD ON THE GROUND WITHIN THE TPZ. ii. RETAIN ALL EXISTING SIDEWALK, DRIVEWAY OR OTHER CONCRETE THAT COVERS ROOTS OF EXISTING TREES. iii. WRAP FOAM AROUND THE TRUNK AND SECURE 2x4s VERTICALLY AROUND ALL SIDES. 3. PROTECTION MEASURES SHALL REMAIN IN PLACE THROUGHOUT THE DURATION OF THE PROJECT INCLUDING LANDSCAPE INSTALLATION. 4. ANY REGULATED WORK (SEE DEFINITION BELOW) SHALL BE DIRECTLY SUPERVISED OR PERFORMED BY THE PROJECT ARBORIST WHO SHALL BE A QUALIFIED ARBORIST. 5. EXCAVATION, GRADING OR TRENCHING WITHIN THE TPZ TREE SHALL EMPLOY ONE OF THE FOLLOWING METHODS; HYDRO-EXCAVATION, PNEUMATIC, EXCAVATION OR HAND DIGGING. 6. ALL STREET TREES AND PRIVATE PROTECTED TREES SHALL BE WATERED REGULARLY THROUGHOUT THE CONSTRUCTION PROCESS PER PROJECT ARBORIST'S RECOMMENDATIONS. 7. FOR PLANT INSPECTION, CALL CITY STREETSCAPE OFFICE AT (916) 808-6285 OR EMAIL [email protected]. FOR URBAN FORESTRY TREE INSPECTION, CALL (916) 808-6336. CALL 48 HOURS IN ADVANCE FROM DELIVERY. 8. THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ANY DAMAGE TO THE CITY TREES ASSOCIATED WITH THE PROJECT. ACCIDENTAL OR NEGLIGENT ACTIONS THAT DAMAGE CITY TREES MAY RESULT IN A PENALTY. THE MONETARY VALUE OF ANY SUCH DAMAGES WILL BE APPRAISED BY THE CITY URBAN FORESTER OR HIS AUTHORIZED REPRESENTATIVE AND SHALL BE EXPRESSED AS THE MONETARY EQUIVALENT OF ALL LABOR AND MATERIALS REQUIRED TO BRING THE TREE IN QUESTION TO A STATE OF COMPARABLE UTILITY WITH REGARDS TO ITS CONDITION AND FUNCTION PRIOR TO THE BEGINNING OF THE PROJECT. * REGULATED WORK - MEANS PLANTING A CITY TREE, OR ANY ACT THAT COULD ADVERSELY IMPACT THE HEALTH OF A CITY TREE OR PRIVATE PROTECTED TREE SUCH AS PRUNING BRANCHES OR ROOTS LARGER THAN TWO INCHES IN DIAMETER, AFFIXING SIGNS, LIGHTS, OR HARDWARE, GRADING, CLEARING, EXCAVATING, ADDING FILL SOIL, TRENCHING, BORING, COMPACTING, OR PAVING WITHIN THE PROTECTION ZONE, PLACING OR STORING CONSTRUCTION EQUIPMENT OR MATERIAL, OR THE APPLICATION OF ANY HARMFUL SUBSTANCE. ** TREE PROTECTION ZONE - A FULL AND REGULAR CIRCLE AROUND THE TREE WITH A RADIUS THE LENGTH OF THE LONGEST HORIZONTAL BRANCH OR AS SET FORTH IN A TREE PROTECTION PLAN. *** CITY TREE - MEANS ANY TREE THE TRUNK OF WHICH IS MEASURED FOUR AND ONE-HALF FEET ABOVE GROUND, IS PARTIALLY OR COMPLETELY LOCATED IN A CITY PARK, ON REAL PROPERTY THE CITY OWNS IN FEE, OR ON A PUBLIC RIGHT-OF-WAY, INCLUDING ANY STREET, ROAD, SIDEWALK, PARK STRIP, MOW STRIP, OR ALLY. **** PRIVATE PROTECTED TREE MEANS: A. A TREE THAT IS DESIGNATED BY CITY COUNCIL RESOLUTION TO HAVE SPECIAL HISTORICAL VALUE, SPECIAL ENVIRONMENTAL VALUE, OR SIGNIFICANT COMMUNITY BENEFIT, AND IS LOCATED ON PRIVATE PROPERTY; B. ANY NATIVE VALLEY OAK (QUERCUS LOBATA), BLUE OAK (QUERCUS DOUGLASII), INTERIOR LIVE OAK (QUERCUS WISLIZENII), COAST LIVE OAK (QUERCUS AGRIFOLIA), CALIFORNIA BUCKEYE (AESCULUS CALIFORNICA), OR CALIFORNIA SYCAMORE (PLATANUS RACEMOSA), THAT HAS A DSH OF TWELVE (12) INCHES OR MORE AND IS LOCATED ON PRIVATE PROPERTY; C. A TREE THAT HAS A DSH OF TWENTY-FOUR (24) INCHES OR MORE LOCATED ON PRIVATE PROPERTY THAT: 1. IS AN UNDEVELOPED LOT; OR 2. DOES NOT INCLUDE ANY SINGLE UNIT OR DUPLEX DWELLINGS; OR D. A TREE THAT HAS A DSH OF THIRTY-TWO (32) INCHES OR MORE LOCATED ON PRIVATE PROPERTY THAT INCLUDES ANY SINGLE UNIT OR DUPLEX DWELLINGS. "I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE WATER EFFICIENT LANDSCAPE ORDINANCE AND SUBMIT A COMPLETE LANDSCAPE DOCUMENTATION PACKAGE. 5/3/24 SIGNATURE DATE "I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLANS."LI-001 IRRIGATION PLAN NOTES ---- LANDSCAPE WATER METER INSTALLATION NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL APPLICABLE PERMIT SUBMITTALS AND FEES INCLUDING WATER DEVELOPMENT FEES, AND ALL APPLICABLE WATER METER INSTALLATION FEES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATING AND EXPOSING WATER MAIN FOR THE CITY TO INSTALL A TAP, CORPORATION STOP, AND WATER PIPE FROM MAIN TO POINT OF SERVICE AND METER BOX. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR BACKFILLING OF TRENCH AND FOR RESTORING PAVEMENT PER CITY STANDARD DETAILS. 4. INCIDENTAL WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 5. CITY SHALL BE RESPONSIBLE FOR INSTALLING WATER METER, TAP, CORPORATION STOP, WATER PIPE FROM MAIN TO POINT OF SERVICE INCLUDING WATER METER AND SERVICE BOX. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED WATER METER COORDINATION.

TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET N LI-101 IRRIGATION PLAN STA 33+00 to STA 37+50 LANDSCAPE Know what's below Call before you dig. APPROXIMATE EXTENT OF EXISTING IRRIGATION ADJUSTMENTS. CONTRACTOR TO FIELD VERIFY AND ADJUST AS DIRECTED BY CITY ENGINEER. (E) TREE TO BE PROTECTED. REFER TO REQUIRED TREE PRESERVATION MEASURES FOR PROTECTED TREES NOTES ON SHEET LI-001. CONTRACTOR TO ADJUST EXISTING IRRIGATION SYSTEM AS REQUIRED BETWEEN BACK OF WALK AND EXTENTS OF CONSTRUCTION. LANDSCAPE GENERAL IRRIGATION LEGEND 1. REFER TO IRRIGATION EQUIPMENT LEGEND ON SHEET LI-002 AND THE GENERAL IRRIGATION NOTES ON SHEET LI-001 FOR ADDITIONAL INFORMATION.. 2. REFER TO IRRIGATION DETAIL SHEETS LI-501 THROUGH LI-503 AND THE IRRIGATION TECHNICAL SPECIFICATIONS AS PART OF THESE CONSTRUCTION DOCUMENTS FOR ADDITIONAL REQUIREMENTS. 3. CONTRACTOR SHALL ROUTE ALL IRRIGATION MAINLINE, LATERAL PIPE AND SLEEVES AROUND ALL SERVICE LINES, UTILITIES, STORM DRAINAGE FACILITIES, ETC. IN ORDER TO AVOID ANY CONFLICTS IN THE FIELD. INSTALL IRRIGATION PIPE BELOW STORM DRAINAGE PIPES WHERE REQUIRED TO MAINTAIN MINIMAL DEPTH REQUIREMENTS. 4. ALL IRRIGATION PIPING/EQUIPMENT SHOWN IN HARDSCAPE AREAS IS FOR GRAPHIC CLARITY. INSTALL WITHIN PLANTING AREAS. LANDSCAPE IRRIGATION NOTES NO PROPOSED LANDSCAPE IRRIGATION IMPROVEMENTS ON THIS SHEET TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET N LI-102 IRRIGATION PLAN STA 37+50 to STA 42+50 LANDSCAPE Know what's below Call before you dig. APPROXIMATE EXTENT OF EXISTING IRRIGATION ADJUSTMENTS. CONTRACTOR TO FIELD VERIFY AND ADJUST AS DIRECTED BY CITY ENGINEER. (E) TREE TO BE PROTECTED. REFER TO REQUIRED TREE PRESERVATION MEASURES FOR PROTECTED TREES NOTES ON SHEET LI-001. CONTRACTOR TO ADJUST EXISTING IRRIGATION SYSTEM AS REQUIRED BETWEEN BACK OF WALK AND EXTENTS OF CONSTRUCTION. LANDSCAPE GENERAL IRRIGATION LEGEND 1. REFER TO IRRIGATION EQUIPMENT LEGEND ON SHEET LI-002 AND THE GENERAL IRRIGATION NOTES ON SHEET LI-001 FOR ADDITIONAL INFORMATION.. 2. REFER TO IRRIGATION DETAIL SHEETS LI-501 THROUGH LI-503 AND THE IRRIGATION TECHNICAL SPECIFICATIONS AS PART OF THESE CONSTRUCTION DOCUMENTS FOR ADDITIONAL REQUIREMENTS. 3. CONTRACTOR SHALL ROUTE ALL IRRIGATION MAINLINE, LATERAL PIPE AND SLEEVES AROUND ALL SERVICE LINES, UTILITIES, STORM DRAINAGE FACILITIES, ETC. IN ORDER TO AVOID ANY CONFLICTS IN THE FIELD. INSTALL IRRIGATION PIPE BELOW STORM DRAINAGE PIPES WHERE REQUIRED TO MAINTAIN MINIMAL DEPTH REQUIREMENTS. 4. ALL IRRIGATION PIPING/EQUIPMENT SHOWN IN HARDSCAPE AREAS IS FOR GRAPHIC CLARITY. INSTALL WITHIN PLANTING AREAS. LANDSCAPE IRRIGATION NOTES NO PROPOSED LANDSCAPE IRRIGATION IMPROVEMENTS ON THIS SHEET BL TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET N LI-103 IRRIGATION PLAN STA 42+50 to STA 47+00 LANDSCAPE Know what's below Call before you dig. APPROXIMATE EXTENT OF EXISTING IRRIGATION ADJUSTMENTS. CONTRACTOR TO FIELD VERIFY AND ADJUST AS DIRECTED BY CITY ENGINEER. (E) TREE TO BE PROTECTED. REFER TO REQUIRED TREE PRESERVATION MEASURES FOR PROTECTED TREES NOTES ON SHEET LI-001. CONTRACTOR TO ADJUST EXISTING IRRIGATION SYSTEM AS REQUIRED BETWEEN BACK OF WALK AND EXTENTS OF CONSTRUCTION. LANDSCAPE GENERAL IRRIGATION LEGEND 1. REFER TO IRRIGATION EQUIPMENT LEGEND ON SHEET LI-002 AND THE GENERAL IRRIGATION NOTES ON SHEET LI-001 FOR ADDITIONAL INFORMATION.. 2. REFER TO IRRIGATION DETAIL SHEETS LI-501 THROUGH LI-503 AND THE IRRIGATION TECHNICAL SPECIFICATIONS AS PART OF THESE CONSTRUCTION DOCUMENTS FOR ADDITIONAL REQUIREMENTS. 3. CONTRACTOR SHALL ROUTE ALL IRRIGATION MAINLINE, LATERAL PIPE AND SLEEVES AROUND ALL SERVICE LINES, UTILITIES, STORM DRAINAGE FACILITIES, ETC. IN ORDER TO AVOID ANY CONFLICTS IN THE FIELD. INSTALL IRRIGATION PIPE BELOW STORM DRAINAGE PIPES WHERE REQUIRED TO MAINTAIN MINIMAL DEPTH REQUIREMENTS. 4. ALL IRRIGATION PIPING/EQUIPMENT SHOWN IN HARDSCAPE AREAS IS FOR GRAPHIC CLARITY. INSTALL WITHIN PLANTING AREAS. LANDSCAPE IRRIGATION NOTES NO PROPOSED LANDSCAPE IRRIGATION IMPROVEMENTS ON THIS SHEET TAP INTO EX. POTABLE WATER MAINLINE DOWNSTREAM OF WATER METER AND CONNECT TO THE MAINLINE USING REQUIRED FITTINGS. EXTEND MAINLINE TO APPROXIMATE LOCATION SHOWN. MIN. WATER METER SIZE REQ: 5/8" DRP 3/4" 283Z2 0.98 30M2.9 A1 8V 8H 8H 8V 8H 8H 8H 8H 8H 8H 8H 8H 8H 8Q 8Q TAP INTO EX. IRRIGATION MAINLINE UPSTREAM OF EX. MANIFOLD AND RCV. ROUTE MAINLINE TO DASV AT THE APPROXIMATE LOCATION. MAINLINE SIZE AND MATERIAL TO MATCH EX. MIN. MAINLINE SIZE REQ. IS 2". NOTIFY CITY IF EX. MAINLINE SIZE IS LESS THAN SIZE REQUIRED. TAP INTO EX. IRRIGATION MAINLINE UPSTREAM OF EX. MAINIFOLD AND RCV. ROUTE MAINLINE TO APPROXIMATE LOCATION AND DASV. MAINLINE SIZE AND MATERIAL TO MATCH EX. MIN. MAINLINE SIZE REQ. IS 1". NOTIFY CITY IF EX. MAINLINE SIZE IS LESS THAN 1" SIZE REQUIRED. 10H 10Q 10Q
10H 8H 8H 8Q 8H W 8V 8V 8V I F F 15V 15V 10V 10V 10H 15H 15H 15H 10H 8V 8V 8H 15H 8H 8H 8H 8H 8H 8H 8H 8H 8H 8H 8H 8H 8H 8H 10V 10H 10H 10H 10H 10V 10V 10H 10H 10H 10V 10V F F F F 3/4" 3/4" CONTRACTOR SHALL LOCATE AND CONNECT SPRINKLERS TO EX. RCV AND EX. LATERAL LINE AS SHOWN AND AS REQUIRED TO INCORPORATE HEADS ONTO EXISTING RCV. FIELD VERIFY EX. MAINLINE, EX. LATERAL LINES FROM RCV, AND EX. RCV SIZE AND LOCATION. NOTIFY CITY IF EX. MAINLINE SIZE IS SMALLER THAN 2", IF EX. RCV IS SIZED SMALLER THAN NOTED, AND/OR IF EX. LATERAL LINE SIZE IS LESS THAN SHOWN. EX. HYDROZONE 5: MIN. EX. RCV SIZE IS 1". 3/4" 1" 3/4" 3/4" 1-1/4" CONTRACTOR SHALL LOCATE AND CONNECT SPRINKLERS TO EX. RCV AND EX. LATERAL LINE AS SHOWN AND AS REQUIRED TO INCORPORATE HEADS ONTO EXISTING RCV. FIELD VERIFY EX. MAINLINE, EX. LATERAL LINES FROM RCV, AND EX. RCV SIZE AND LOCATION. NOTIFY CITY IF EX. MAINLINE SIZE IS SMALLER THAN 2", IF EX. RCV IS SIZED SMALLER THAN NOTED, AND/OR IF EX. LATERAL LINE SIZE IS LESS THAN SHOWN. 3/4" 1" 3/4" 3/4" 1" 1" 1-1/4" 1-1/2" EX. HYDROZONE 6: MINIMUM EX. RCV SIZE IS 1-1/2". EX. HYDROZONE 8: MINIMUM EX. RCV SIZE IS 1". CONTRACTOR SHALL LOCATE AND CONNECT SPRINKLERS TO EX. RCVS AND EX. LATERAL LINES AS SHOWN AND AS REQUIRED TO INCORPORATE HEADS ONTO EXISTING RCV. FIELD VERIFY EX. MAINLINE, EX. LATERAL LINES FROM RCVS, AND EX. RCVS SIZE AND LOCATION. NOTIFY CITY IF EX. MAINLINE SIZE IS SMALLER THAN 2", IF EX. RCV IS SIZED SMALLER THAN NOTED, AND/OR IF EX. LATERAL LINE SIZE IS LESS THAN SHOWN. EX. HYDROZONE 7: MINIMUM EX. RCV SIZE IS 2". 3/4" 3/4" 1" DRP 3/4" 418Z2 0.98 30M4.3J1 DRP 1" 494Z2 0.98 30M5.0J2 3/4" 3/4" 3/4" 15V 12V 15V 15H 15H CONTRACTOR SHALL REMOVE AND DISPOSE OF EX. SPRINKLERS ALONG EXISTING EDGE AND INSTALL SPRINKLERS TO EDGE OF RELOCATED SIDEWALK AND CONNECT SPRINKLERS TO EX. RCV HYDROZONE 1 AND EX. LATERAL LINE AS SHOWN AND AS REQUIRED TO INCORPORATE HEADS ONTO EXISTING RCV. FIELD VERIFY EX. MAINLINE, EX. LATERAL LINES FROM RCV, AND EX. RCV SIZE AND LOCATION. NOTIFY CITY IF EX. MAINLINE SIZE IS SMALLER THAN 2", IF EX. RCV IS SIZED SMALLER THAN NOTED, AND/OR IF EX. LATERAL LINE SIZE IS LESS THAN SHOWN. 3/4" 1" (1) L (1) S (1) M (1) S (1) L (1) S (1) L (1) S (1) M (1) S (2) S I I TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET N LI-104 IRRIGATION PLAN STA 47+00 to STA 52+00 LANDSCAPE Know what's below Call before you dig. APPROXIMATE EXTENT OF EXISTING IRRIGATION ADJUSTMENTS. CONTRACTOR TO FIELD VERIFY AND ADJUST AS DIRECTED BY CITY ENGINEER. (E) TREE TO BE PROTECTED. REFER TO REQUIRED TREE PRESERVATION MEASURES FOR PROTECTED TREES NOTES ON SHEET LI-001. CONTRACTOR TO ADJUST EXISTING IRRIGATION SYSTEM AS REQUIRED BETWEEN BACK OF WALK AND EXTENTS OF CONSTRUCTION. LANDSCAPE GENERAL IRRIGATION LEGEND 1. REFER TO IRRIGATION EQUIPMENT LEGEND ON SHEET LI-002 AND THE GENERAL IRRIGATION NOTES ON SHEET LI-001 FOR ADDITIONAL INFORMATION.. 2. REFER TO IRRIGATION DETAIL SHEETS LI-501 THROUGH LI-503 AND THE IRRIGATION TECHNICAL SPECIFICATIONS AS PART OF THESE CONSTRUCTION DOCUMENTS FOR ADDITIONAL REQUIREMENTS. 3. CONTRACTOR SHALL ROUTE ALL IRRIGATION MAINLINE, LATERAL PIPE AND SLEEVES AROUND ALL SERVICE LINES, UTILITIES, STORM DRAINAGE FACILITIES, ETC. IN ORDER TO AVOID ANY CONFLICTS IN THE FIELD. INSTALL IRRIGATION PIPE BELOW STORM DRAINAGE PIPES WHERE REQUIRED TO MAINTAIN MINIMAL DEPTH REQUIREMENTS. 4. ALL IRRIGATION PIPING/EQUIPMENT SHOWN IN HARDSCAPE AREAS IS FOR GRAPHIC CLARITY. INSTALL WITHIN PLANTING AREAS. LANDSCAPE IRRIGATION NOTES

TAP INTO EX. POTABLE WATER MAINLINE DOWNSTREAM OF WATER METER AND CONNECT TO THE MAINLINE USING REQUIRED FITTINGS. EXTEND MAINLINE TO APPROXIMATE LOCATION SHOWN. MIN. WATER METER SIZE REQ: 5/8" TAP INTO EX. POTABLE WATER MAINLINE DOWNSTREAM OF WATER METER AND CONNECT TO THE MAINLINE USING REQUIRED FITTINGS. EXTEND MAINLINE TO APPROXIMATE LOCATION SHOWN. MIN. WATER METER SIZE REQ: 5/8" W W W F F F DRP 1" 593Z2 0.98 30M6.0 Q1 1" 1" TAP INTO EX. POTABLE WATER MAINLINE DOWNSTREAM OF WATER METER AND CONNECT TO THE MAINLINE USING REQUIRED FITTINGS. EXTEND MAINLINE TO APPROXIMATE LOCATION SHOWN. MIN. WATER METER SIZE REQ: 5/8" DRP 3/4" 117Z2 0.98 30L1.2 R1 3/4" 3/4" (1) L (1) S F (1) L (1) S I I TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET N LI-108 IRRIGATION PLAN STA 66+00 to STA 70+50 LANDSCAPE Know what's below Call before you dig. APPROXIMATE EXTENT OF EXISTING IRRIGATION ADJUSTMENTS. CONTRACTOR TO FIELD VERIFY AND ADJUST AS DIRECTED BY CITY ENGINEER. (E) TREE TO BE PROTECTED. REFER TO REQUIRED TREE PRESERVATION MEASURES FOR PROTECTED TREES NOTES ON SHEET LI-001. CONTRACTOR TO ADJUST EXISTING IRRIGATION SYSTEM AS REQUIRED BETWEEN BACK OF WALK AND EXTENTS OF CONSTRUCTION. LANDSCAPE GENERAL IRRIGATION LEGEND 1. REFER TO IRRIGATION EQUIPMENT LEGEND ON SHEET LI-002 AND THE GENERAL IRRIGATION NOTES ON SHEET LI-001 FOR ADDITIONAL INFORMATION.. 2. REFER TO IRRIGATION DETAIL SHEETS LI-501 THROUGH LI-503 AND THE IRRIGATION TECHNICAL SPECIFICATIONS AS PART OF THESE CONSTRUCTION DOCUMENTS FOR ADDITIONAL REQUIREMENTS. 3. CONTRACTOR SHALL ROUTE ALL IRRIGATION MAINLINE, LATERAL PIPE AND SLEEVES AROUND ALL SERVICE LINES, UTILITIES, STORM DRAINAGE FACILITIES, ETC. IN ORDER TO AVOID ANY CONFLICTS IN THE FIELD. INSTALL IRRIGATION PIPE BELOW STORM DRAINAGE PIPES WHERE REQUIRED TO MAINTAIN MINIMAL DEPTH REQUIREMENTS. 4. ALL IRRIGATION PIPING/EQUIPMENT SHOWN IN HARDSCAPE AREAS IS FOR GRAPHIC CLARITY. INSTALL WITHIN PLANTING AREAS. LANDSCAPE IRRIGATION NOTES W F F DRP 3/4" 193Z1 0.98 30L2.0 S1 3/4" 3/4" TAP INTO EX. POTABLE WATER MAINLINE DOWNSTREAM OF WATER METER AND CONNECT TO THE MAINLINE USING REQUIRED FITTINGS. EXTEND MAINLINE TO APPROXIMATE LOCATION SHOWN. MIN. WATER METER SIZE REQ: 5/8" (1) L (1) S I TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET N LI-109 IRRIGATION PLAN STA 70+50 to STA 75+00 LANDSCAPE Know what's below Call before you dig. APPROXIMATE EXTENT OF EXISTING IRRIGATION ADJUSTMENTS. CONTRACTOR TO FIELD VERIFY AND ADJUST AS DIRECTED BY CITY ENGINEER. (E) TREE TO BE PROTECTED. REFER TO REQUIRED TREE PRESERVATION MEASURES FOR PROTECTED TREES NOTES ON SHEET LI-001. CONTRACTOR TO ADJUST EXISTING IRRIGATION SYSTEM AS REQUIRED BETWEEN BACK OF WALK AND EXTENTS OF CONSTRUCTION. LANDSCAPE GENERAL IRRIGATION LEGEND 1. REFER TO IRRIGATION EQUIPMENT LEGEND ON SHEET LI-002 AND THE GENERAL IRRIGATION NOTES ON SHEET LI-001 FOR ADDITIONAL INFORMATION.. 2. REFER TO IRRIGATION DETAIL SHEETS LI-501 THROUGH LI-503 AND THE IRRIGATION TECHNICAL SPECIFICATIONS AS PART OF THESE CONSTRUCTION DOCUMENTS FOR ADDITIONAL REQUIREMENTS. 3. CONTRACTOR SHALL ROUTE ALL IRRIGATION MAINLINE, LATERAL PIPE AND SLEEVES AROUND ALL SERVICE LINES, UTILITIES, STORM DRAINAGE FACILITIES, ETC. IN ORDER TO AVOID ANY CONFLICTS IN THE FIELD. INSTALL IRRIGATION PIPE BELOW STORM DRAINAGE PIPES WHERE REQUIRED TO MAINTAIN MINIMAL DEPTH REQUIREMENTS. 4. ALL IRRIGATION PIPING/EQUIPMENT SHOWN IN HARDSCAPE AREAS IS FOR GRAPHIC CLARITY. INSTALL WITHIN PLANTING AREAS. LANDSCAPE IRRIGATION NOTES

TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET N LI-111 IRRIGATION PLAN STA 79+50 to STA 84+00 LANDSCAPE Know what's below Call before you dig. APPROXIMATE EXTENT OF EXISTING IRRIGATION ADJUSTMENTS. CONTRACTOR TO FIELD VERIFY AND ADJUST AS DIRECTED BY CITY ENGINEER. (E) TREE TO BE PROTECTED. REFER TO REQUIRED TREE PRESERVATION MEASURES FOR PROTECTED TREES NOTES ON SHEET LI-001. CONTRACTOR TO ADJUST EXISTING IRRIGATION SYSTEM AS REQUIRED BETWEEN BACK OF WALK AND EXTENTS OF CONSTRUCTION. LANDSCAPE GENERAL IRRIGATION LEGEND 1. REFER TO IRRIGATION EQUIPMENT LEGEND ON SHEET LI-002 AND THE GENERAL IRRIGATION NOTES ON SHEET LI-001 FOR ADDITIONAL INFORMATION.. 2. REFER TO IRRIGATION DETAIL SHEETS LI-501 THROUGH LI-503 AND THE IRRIGATION TECHNICAL SPECIFICATIONS AS PART OF THESE CONSTRUCTION DOCUMENTS FOR ADDITIONAL REQUIREMENTS. 3. CONTRACTOR SHALL ROUTE ALL IRRIGATION MAINLINE, LATERAL PIPE AND SLEEVES AROUND ALL SERVICE LINES, UTILITIES, STORM DRAINAGE FACILITIES, ETC. IN ORDER TO AVOID ANY CONFLICTS IN THE FIELD. INSTALL IRRIGATION PIPE BELOW STORM DRAINAGE PIPES WHERE REQUIRED TO MAINTAIN MINIMAL DEPTH REQUIREMENTS. 4. ALL IRRIGATION PIPING/EQUIPMENT SHOWN IN HARDSCAPE AREAS IS FOR GRAPHIC CLARITY. INSTALL WITHIN PLANTING AREAS. LANDSCAPE IRRIGATION NOTES SPR1" 64Z3 0.74 30M0.96 1C 1 3 2 C 3/4" SPR1" 80Z3 0.74 30M1.2 2C 3/4" WM (1) L (1) S (1) L (1) S (1) L (1) S (1) L (1) S (1) L (1) S (1) M (1) W (1) S TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET N LI-112 IRRIGATION PLAN STA 84+00 to STA 88+50 LANDSCAPE Know what's below Call before you dig. LANDSCAPE IRRIGATION KEYED NOTES FOR SHEET LI-112 DEDICATED IRRIGATION WATER METER #3 (PER CITY OF SACRAMENTO DPU): SOURCE: DOMESTIC (POTABLE) WATER WATER METER SIZE (PER CIVIL PLANS): 3/4" SERVICE LATERAL SIZE (PER CIVIL PLANS): 1" AVAILABLE STATIC PRESSURE: CONTRACTOR TO FIELD VERIFY. REQUIRED DESIGN PRESSURE: 40 PSI PEAK FLOW (MAX. DEMAND): 4 GPM IRRIGATION AREA (SF): 800 REDUCED PRESSURE BACKFLOW ASSEMBLY: REDUCED PRESSURE BACKFLOW ASSEMBLY DOWNSTREAM FROM WATER METER LOCATION. WORK FINAL LOCATION PER CITY REPRESENTATIVE. AUTOMATIC IRRIGATION CONTROLLER 'C': APPROXIMATE LOCATION OF SOLAR POWERED CONTROLLER. FINAL LOCATION OF CONTROLLER PER CITY'S REPRESENTATIVE. 123 APPROXIMATE EXTENT OF EXISTING IRRIGATION ADJUSTMENTS. CONTRACTOR TO FIELD VERIFY AND ADJUST AS DIRECTED BY CITY ENGINEER. (E) TREE TO BE PROTECTED. REFER TO REQUIRED TREE PRESERVATION MEASURES FOR PROTECTED TREES NOTES ON SHEET LI-001. CONTRACTOR TO ADJUST EXISTING IRRIGATION SYSTEM AS REQUIRED BETWEEN BACK OF WALK AND EXTENTS OF CONSTRUCTION. LANDSCAPE GENERAL IRRIGATION LEGEND 1. REFER TO IRRIGATION EQUIPMENT LEGEND ON SHEET LI-002 AND THE GENERAL IRRIGATION NOTES ON SHEET LI-001 FOR ADDITIONAL INFORMATION.. 2. REFER TO IRRIGATION DETAIL SHEETS LI-501 THROUGH LI-503 AND THE IRRIGATION TECHNICAL SPECIFICATIONS AS PART OF THESE CONSTRUCTION DOCUMENTS FOR ADDITIONAL REQUIREMENTS. 3. CONTRACTOR SHALL ROUTE ALL IRRIGATION MAINLINE, LATERAL PIPE AND SLEEVES AROUND ALL SERVICE LINES, UTILITIES, STORM DRAINAGE FACILITIES, ETC. IN ORDER TO AVOID ANY CONFLICTS IN THE FIELD. INSTALL IRRIGATION PIPE BELOW STORM DRAINAGE PIPES WHERE REQUIRED TO MAINTAIN MINIMAL DEPTH REQUIREMENTS. 4. ALL IRRIGATION PIPING/EQUIPMENT SHOWN IN HARDSCAPE AREAS IS FOR GRAPHIC CLARITY. INSTALL WITHIN PLANTING AREAS. LANDSCAPE IRRIGATION NOTES SDMH MISSING? SDMH MISSING? F F F F F DRP 3/4" 337Z1 0.98 30L3.4 T2 DRP 3/4" 458Z2 0.98 30M4.7 T1 3/4" 3/4" (1) L (1) S (1) M (1) W (1) S (2) L (1) S (1) L (1) S (1) L (1) S (1) L (1) S (1) L (1) S I I TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET N LI-113 IRRIGATION PLAN STA 88+50 to STA 93+00 LANDSCAPE Know what's below Call before you dig. APPROXIMATE EXTENT OF EXISTING IRRIGATION ADJUSTMENTS. CONTRACTOR TO FIELD VERIFY AND ADJUST AS DIRECTED BY CITY ENGINEER. (E) TREE TO BE PROTECTED. REFER TO REQUIRED TREE PRESERVATION MEASURES FOR PROTECTED TREES NOTES ON SHEET LI-001. CONTRACTOR TO ADJUST EXISTING IRRIGATION SYSTEM AS REQUIRED BETWEEN BACK OF WALK AND EXTENTS OF CONSTRUCTION. LANDSCAPE GENERAL IRRIGATION LEGEND 1. REFER TO IRRIGATION EQUIPMENT LEGEND ON SHEET LI-002 AND THE GENERAL IRRIGATION NOTES ON SHEET LI-001 FOR ADDITIONAL INFORMATION.. 2. REFER TO IRRIGATION DETAIL SHEETS LI-501 THROUGH LI-503 AND THE IRRIGATION TECHNICAL SPECIFICATIONS AS PART OF THESE CONSTRUCTION DOCUMENTS FOR ADDITIONAL REQUIREMENTS. 3. CONTRACTOR SHALL ROUTE ALL IRRIGATION MAINLINE, LATERAL PIPE AND SLEEVES AROUND ALL SERVICE LINES, UTILITIES, STORM DRAINAGE FACILITIES, ETC. IN ORDER TO AVOID ANY CONFLICTS IN THE FIELD. INSTALL IRRIGATION PIPE BELOW STORM DRAINAGE PIPES WHERE REQUIRED TO MAINTAIN MINIMAL DEPTH REQUIREMENTS. 4. ALL IRRIGATION PIPING/EQUIPMENT SHOWN IN HARDSCAPE AREAS IS FOR GRAPHIC CLARITY. INSTALL WITHIN PLANTING AREAS. LANDSCAPE IRRIGATION NOTES

10H 10Q 10H 10Q 10V 10V 12H 12V 12V
12H 12Q 10F 10F 12V 12V 12V
12V CONTRACTOR SHALL LOCATE AND CONNECT SPRINKLERS TO EX. RCV'S AND EX. LATERAL LINE(S) AS SHOWN AND AS REQUIRED TO INCORPORATE HEADS ONTO EXISTING RCV. FIELD VERIFY EX. MAINLINE, EX. LATERAL LINES FROM RCVS, AND EX. RCVS SIZE AND LOCATION. NOTIFY CITY IF EX. MAINLINE SIZE IS SMALLER THAN 2", IF EX. RCV IS SIZED SMALLER THAN NOTED, AND/OR IF EX. LATERAL LINE SIZES ARE LESS THAN SHOWN. 1" 3/4" 3/4" 3/4" 1" 1" EX. HYDROZONE 3: MINIMUM EX. RCV SIZE IS 2". 1"EX. HYDROZONE 4: MINIMUM EX. RCV SIZE IS 3/4". 3/4" 3/4" EX. HYDROZONE 2: MINIMUM EX. RCV SIZE IS 2". (1) L (1) S (2) S (2) S TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET N LI-115 IRRIGATION PLAN STA 97+50 to STA 101+00 LANDSCAPE Know what's below Call before you dig. APPROXIMATE EXTENT OF EXISTING IRRIGATION ADJUSTMENTS. CONTRACTOR TO FIELD VERIFY AND ADJUST AS DIRECTED BY CITY ENGINEER. (E) TREE TO BE PROTECTED. REFER TO REQUIRED TREE PRESERVATION MEASURES FOR PROTECTED TREES NOTES ON SHEET LI-001. CONTRACTOR TO ADJUST EXISTING IRRIGATION SYSTEM AS REQUIRED BETWEEN BACK OF WALK AND EXTENTS OF CONSTRUCTION. LANDSCAPE GENERAL IRRIGATION LEGEND 1. REFER TO IRRIGATION EQUIPMENT LEGEND ON SHEET LI-002 AND THE GENERAL IRRIGATION NOTES ON SHEET LI-001 FOR ADDITIONAL INFORMATION.. 2. REFER TO IRRIGATION DETAIL SHEETS LI-501 THROUGH LI-503 AND THE IRRIGATION TECHNICAL SPECIFICATIONS AS PART OF THESE CONSTRUCTION DOCUMENTS FOR ADDITIONAL REQUIREMENTS. 3. CONTRACTOR SHALL ROUTE ALL IRRIGATION MAINLINE, LATERAL PIPE AND SLEEVES AROUND ALL SERVICE LINES, UTILITIES, STORM DRAINAGE FACILITIES, ETC. IN ORDER TO AVOID ANY CONFLICTS IN THE FIELD. INSTALL IRRIGATION PIPE BELOW STORM DRAINAGE PIPES WHERE REQUIRED TO MAINTAIN MINIMAL DEPTH REQUIREMENTS. 4. ALL IRRIGATION PIPING/EQUIPMENT SHOWN IN HARDSCAPE AREAS IS FOR GRAPHIC CLARITY. INSTALL WITHIN PLANTING AREAS. LANDSCAPE IRRIGATION NOTES LB 10Q 10H 10Q 10V 10V
10V 3/4" 1" MINIMUM EX. RCV SIZE IS 3/4". TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET N LI-116 IRRIGATION PLAN STA 101+00 to STA 106+00 LANDSCAPE Know what's below Call before you dig. APPROXIMATE EXTENT OF EXISTING IRRIGATION ADJUSTMENTS. CONTRACTOR TO FIELD VERIFY AND ADJUST AS DIRECTED BY CITY ENGINEER. (E) TREE TO BE PROTECTED. REFER TO REQUIRED TREE PRESERVATION MEASURES FOR PROTECTED TREES NOTES ON SHEET LI-001. CONTRACTOR TO ADJUST EXISTING IRRIGATION SYSTEM AS REQUIRED BETWEEN BACK OF WALK AND EXTENTS OF CONSTRUCTION. LANDSCAPE GENERAL IRRIGATION LEGEND 1. REFER TO IRRIGATION EQUIPMENT LEGEND ON SHEET LI-002 AND THE GENERAL IRRIGATION NOTES ON SHEET LI-001 FOR ADDITIONAL INFORMATION.. 2. REFER TO IRRIGATION DETAIL SHEETS LI-501 THROUGH LI-503 AND THE IRRIGATION TECHNICAL SPECIFICATIONS AS PART OF THESE CONSTRUCTION DOCUMENTS FOR ADDITIONAL REQUIREMENTS. 3. CONTRACTOR SHALL ROUTE ALL IRRIGATION MAINLINE, LATERAL PIPE AND SLEEVES AROUND ALL SERVICE LINES, UTILITIES, STORM DRAINAGE FACILITIES, ETC. IN ORDER TO AVOID ANY CONFLICTS IN THE FIELD. INSTALL IRRIGATION PIPE BELOW STORM DRAINAGE PIPES WHERE REQUIRED TO MAINTAIN MINIMAL DEPTH REQUIREMENTS. 4. ALL IRRIGATION PIPING/EQUIPMENT SHOWN IN HARDSCAPE AREAS IS FOR GRAPHIC CLARITY. INSTALL WITHIN PLANTING AREAS. LANDSCAPE IRRIGATION NOTES LB TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET N LI-117 IRRIGATION PLAN STA XX+00 to STA XX+00 LANDSCAPE Know what's below Call before you dig. APPROXIMATE EXTENT OF EXISTING IRRIGATION ADJUSTMENTS. CONTRACTOR TO FIELD VERIFY AND ADJUST AS DIRECTED BY CITY ENGINEER. (E) TREE TO BE PROTECTED. REFER TO REQUIRED TREE PRESERVATION MEASURES FOR PROTECTED TREES NOTES ON SHEET LI-001. CONTRACTOR TO ADJUST EXISTING IRRIGATION SYSTEM AS REQUIRED BETWEEN BACK OF WALK AND EXTENTS OF CONSTRUCTION. LANDSCAPE GENERAL IRRIGATION LEGEND 1. REFER TO IRRIGATION EQUIPMENT LEGEND ON SHEET LI-002 AND THE GENERAL IRRIGATION NOTES ON SHEET LI-001 FOR ADDITIONAL INFORMATION.. 2. REFER TO IRRIGATION DETAIL SHEETS LI-501 THROUGH LI-503 AND THE IRRIGATION TECHNICAL SPECIFICATIONS AS PART OF THESE CONSTRUCTION DOCUMENTS FOR ADDITIONAL REQUIREMENTS. 3. CONTRACTOR SHALL ROUTE ALL IRRIGATION MAINLINE, LATERAL PIPE AND SLEEVES AROUND ALL SERVICE LINES, UTILITIES, STORM DRAINAGE FACILITIES, ETC. IN ORDER TO AVOID ANY CONFLICTS IN THE FIELD. INSTALL IRRIGATION PIPE BELOW STORM DRAINAGE PIPES WHERE REQUIRED TO MAINTAIN MINIMAL DEPTH REQUIREMENTS. 4. ALL IRRIGATION PIPING/EQUIPMENT SHOWN IN HARDSCAPE AREAS IS FOR GRAPHIC CLARITY. INSTALL WITHIN PLANTING AREAS. LANDSCAPE IRRIGATION NOTES NO PROPOSED LANDSCAPE IRRIGATION IMPROVEMENTS ON THIS SHEET TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET LI-501 IRRIGATION DETAILS - 1 LANDSCAPE TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET LI-502 IRRIGATION DETAILS - 2 LANDSCAPE TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET LI-503 IRRIGATION DETAILS - 3 LANDSCAPE PULL BOX Scale: N.T.S. FINISH GRADE AT PLANTER FINISH GRADE AT TURF AREA PVC SCH. 40 ELECTRICAL CONDUIT AND SWEEPS TO DEPTH PER SPECS. RECTANGULAR VALVE BOX W/ BOLT DOWN COVER, AND SS HARDWARE APPROVED WIRE CONNECTOR (IF APPLICABLE) 36" EXPANSION COIL 3 CU. FT. 3/8" PEA GRAVEL LANDSCAPE FABRIC AND 1/4" GALV. WIRE MESH, TYP. NATIVE SOIL COMPACTED TO (4) CONCRETE BRICK SUPPORTS, ONE AT EACH CORNER 123456789 1 7 4 8 4" 2" 562 3109 NOTES: 1. ALL WIRING MUST CONFORM TO LOCAL CODES. 2. PROVIDE 36" EXPANSION COILS AT EACH WIRE CONNECTION. 3. PROVIDE 3" CLEARANCE BETWEEN WIRES AND LID. 4. NO WIRE SPLICES ARE ALLOWED WITHOUT OWNER'S REPRESENTATIVE APPROVAL. 10 Scale: N.T.S. ISOLATION BALL VALVE NOTES: 1. BALL VALVE MUST BE INSTALLED IN VALVE BOX TO ALLOW PROPER OPERATION OF BALL VALVE HANDLE. 2. ALL THREADED FITTINGS MUST HAVE 3/4" TEFLON TAPE OR PASTE. 3. PROVIDE 45° ELLS TO ACHIEVE BALL VALVE HEIGHT PER DETAIL. FINISH GRADE AT PLANTER FINISH GRADE AT TURF AREA PVC MAINLINE. USE PVC SCH. 80 45° ELL TO DEPTH PER SPECS. RECTANGULAR VALVE BOX W/ BOLT DOWN COVER, AND SS HARDWARE BRASS NIPPLE.3 QTY., TYP BRASS UNION ISOLATION BALL VALVE. REFER TO SPECS. PVC SCH. 80 FEMALE ADAPTER, (2) QTY. 3 CU. FT. 3/8" PEA GRAVEL LANDSCAPE FABRIC AND 1/4" GALV. WIRE MESH, TYP. NATIVE SOIL COMPACTED TO (4) CONCRETE BRICK SUPPORTS, ONE AT EACH CORNER 1 123456789101112 34 2 5613 11 8910 12 7 4" 2" 2" 3" 3 DRIP REMOTE CONTROL ASSEMBLY IN AN ENCLOSURE Scale: 1 1/2" = 1'-0" 2 1 NOTES: 1. PROGRAM CONTROLLER USING CONTROLLER'S SIMPLESMART PROGRAMMING OPTION. IF AN ADJUSTMENT OR FINE TUNING OF THE SIMPLESTART PROGRAMMING IS REQUIRED, ADJUST EACH MONTH USING THE SEASONAL ADJUSMENT (%) SETTING AS PER MANUFACTURER'S INSTRUCTIONS. 1 1 ANTI-SIPHON VALVE WITH FACTORY MOUNTED AMBIENT LIGHT, SOLAR POWERED SMART CONTROLLER INLINE RBY FILTER WITH STAINLESS STEEL SCREEN (200 MESH) INLINE PRESSURE REGULATOR (LOW FLOW). PRESET OUTLET PRESSURE: 35 PSI. PVC SCH. 80 BALL VALVE. ASV SIZE. PVC SCH. 80 CLOSE NIPPLE (3" LENGTH) PVC SCH. 80 NIPPLE. LENGTH AS REQ. PVC SCH. 80 THREADED UNIONS, TYP. (2 REQ.) PVC MAINLINE PIPE PVC SCH. 80 TEE FITTING. MAINLINE SIZE PVC SCH. 80 MALE ADAPTER. MAINLINE STUB-OUT. PVC SCH. 40 CAP. MAINLINE SIZE. PVC SCH. 40 ELL. (SxT) LATERAL LINE SIZE. PVC LATERAL LINE TO DRIP SYSTEM COPPER FEMALE ADAPTER (SWEAT X THREADED (FEMALE IPS). COPPER MAINLINE SIZE. COPPER MAINLINE FROM WATER POINT-OF-CONNECTION PIPE BURIAL DEPTH PER SPECS. FINISH GRADE CONCRETE ENCLOSURE PAD ENCLOSURE. SEE DETAIL 6/LI-503 COMPACTED NATIVE SOIL FILTER FABRIC. HOLD 1" BELOW TOP OF ENCLOSURE PAD 3/4" WASHED PEA GRAVEL 12" MIN. HEIGHT ABOVE LOWEST EMITTER OR PER LOCAL CODE. SHUT-OFF VALVE 4 23 5 576 6 1211 10 8 9 14 13 1920 EQ. EQ. 24 17 17 16 15 222321 6" 2345678 910111213141516 1718192021222324 18 19 25 2014 CL CL 16 25 A- 1 23 PLAN VIEW (N.T.S.) SECTION ELEVATION - A SOLAR POWERED CONTROLLER Scale: 1" = 1'-0" 12" DIA. 12" SECTION/ ELEVATION VIEW 1 SOLAR PANEL, INCLUDED WITH CONTROLLER. SOLAR POWERED IRRIGATION CONTROLLER. REFER TO DWGS. NOT USED STEEL MOUNTING BRACKET AND HARDWARE INCLUDED WITH POLE MOUNTING KIT. INSTALL PER MFG'R RECOMMENDATIONS USING MFG'R HARDWARE STAINLESS STEEL 4-FOOT MOUNTING POLE: HUNTER XCHSPOLE. INSTALL POLE IN VERTICAL POSITION. CONCRETE FOOTING. SLOPE AWAY FROM POLE. ENSURE BOTTOM POLE OPENING IS PROTECTED FROM CONCRETE AND IS MAINTAINED CLEAR. CONTROL WIRES. PROVIDE 12" LENGTH INSIDE CONTROLLER. ENSURE WIRES CANNOT SLIP BACK DOWN INTO THE POLE. ROUTE CONTROL WIRES TO NEW JUNCTION BOX LOCATION. FINISH GRADE UNDISTURBED SOIL 124568 2356789 79 NOTES: 1. USE DC-LATCHING SOLENOID, HUNTER MODEL 458200, AT EACH VALVE. 4 C 6" L REMOTE CONTROL DRIP VALVE ASSEMBLY Scale: N.T.S. AA- FINISH GRADE AT PLANTER FINISH GRADE AT TURF AREA IRRIGATION PRESSURE MAINLINE OR MANIFOLD SUPPLY REMOTE CONTROL VALVE. REFER TO DETAIL L-105/LI-501 SCH. 80 PVC NIPPLE. 3" MIN. LENGTH SCH. 80 PVC ELL (TxT) SCH. 80 PVC NIPPLE. LENGTH AS REQ. JUMBO RECTANGULAR VALVE BOX WITH LOCKING COVER AND SS LOCKING BOLT SCREEN FILTER. SEE LEGEND AND SPECS SCH. 80 PVC UNION PRESSURE REGULATOR. SEE LEGEND AND SPECS SCH. 80 PVC MALE ADAPTER SCH. 40 PVC COUPLING IRRIGATION LATERAL LINE. SEE LEGEND AND SPECS NATIVE SOIL COMPACTED BRICK SUPPORTS, TYP. OF 4 LANDSCAPE FABRIC AND 1/4" GALV. WIRE MESH, TYP. 3 CU. FT. 3/4" PEA GRAVEL 123456 38 4 656 910 1211 14 1312111018 1716 8114 92615 7 13 789101112 131415161718 TOP VIEW SECTION ELEVATION A-A 4" 2" 5 4 DRIP REMOTE CONTROL ASSEMBLY ENCLOSURE Scale: 1 1/2" = 1'-0" NOTES: 1. SET MOUNTING BASE AS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. ATTACH ENCLOSURE TO MOUNTING BASE AS PER MANUFACTURER'S INSTRUCTIONS USING MANUFACTURER APPROVED NUTS 1 ENCLOSURE MOUNTING BASE STAINLESS STEEL ANCHOR BOLT, TYP. ANCHOR BOLT PATTERN PER MANUFACTURER 3/8" X 3/4" MOUNTING STUDS (X6). FINISH GRADE CONCRETE ENCLOSURE PAD 1/2" RADIUS TOOLED EDGE, TYP. COMPACTED NATIVE SOIL NATIVE SOIL OPENING IN CONCRETE PAD FOR PIPE RISERS 9" MINIMUM OR AS REQUIRED TO PROVIDE A MINIMUM OF 2" CLEARANCE BETWEEN PIPE RISER AND PAD 18" MINIMUM OR AS REQUIRED TO PROVIDED A MINIMUM OF 2" CLEARANCE BETWEEN PIPE RISER AND PAD 234 4 4 12 3 3 5 6 2" 7 7 10 6" 4" 4" 11 CL CL 12 13 56789101112 4 13 8 7 MOUNTING BASE - BOTTOM VIEW SECTION ELEVATION - FRONT VIEW SECTION ELEVATION - SIDE VIEW PLAN VIEW 9 9 6 TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET LI-504 IRRIGATION DETAILS - 4 LANDSCAPE MANUAL FLUSH VALVE Scale: N.T.S. NOTES: 1. TAG EACH FLUSH VALVE WITH A PERMANENT METAL ID TAG. NUMBER SHALL CONINCIE WITH CONTROLLER STATION NUMBER. TAG SHALL BE PLACED TO AVOID BEING BURIED. 2. REFER TO SPECS FOR ADDITIONAL INFORMATION. 1059 21 36 2478 SCH. 40 PVC. BALL VALVE PER LEGENG. IRRIGATION HOSE FITTING 1/2" SIZE IRRIGATION HOSE. 30" MIN. LENGTH. COIL INSIDE VALVE BOX. PVC EXHAUST HEADER PER PLANS AND LEGEND. 10" ROUND VALVE BOX WITH LOCKING COVER AND SS BOLT VALVE ID TAG. SEE NOTE #1. 3/4" CRUSHED DRAIN ROCK, 6" MIN. DEPTH. EXTEND 6" BEYOND ALL EDGES OF VALVE BOX 1/4" GALV. WIRE CLOTH. WRAP AROUND CRUSHED ROCK. FINISH GRADE SET VALVE BOX FLUSH WITH TOP OF MULCH LAYER. 12345678910 DRIP OPERATION INDICATOR Scale: N.T.S. NOTES: 1. LOCATE INDICATOR WITHIN AN AREA ADJACENT TO A WALKWAY, CURB, ETC. AND AWAY FROM PLANT MATERIALS TO PROVIDE EASY VISUAL CONFIRMATION FROM A DISTANCE OF OPERATION. 2. COMPACT SOIL AROUND INDICATOR TO THE SAME DENSITY AS ADJACENT SOIL. 175 DRIP OPERATION INDICATOR 1/2" FPT CONNECTION FROM IRRIGATION LATERAL LINE IRRIGATION LATERAL PIPE SWING JOINT FINISH GRADE IN LAWN. INSTALL INDICATOR FLUSH WITH FINISH GRADE IN TURF AREA. ADJACENT MULCH FINISH GRADE IN PLANTER AREA. INSTALL INDICATOR 1/2" ABOVE FINISH GRADE OF MULCH IN SHRUB AND GROUNDCOVER AREAS 1234567 6 342 DRIPLINE LAYOUT (TYPICAL) Scale: N.T.S. END FEED LAYOUT CENTER FEED LAYOUT 9111510 X 23467 10 X 71112 9345269 DRIP REMOTE CONTROL VALVE ASSEMBLY. REFER TO IRRIGATION PLANS AND LEGEND IRRIGATION NON-PRESSURE PVC LATERAL SUPPLY LINE (HEADER), PER IRRIGATION PLANS AND LEGEND DRIPLINE TUBING LATERAL PER IRRIGATION LEGEND PLANTING AREA PERIMETER AIR/VACUUM RELIEF VALVE PER IRRIGATION LEGEND. INSTALL AT HIGH POINT(S) OF HYDROZONE. LOCATE IN FIELD. AIR/VACUUM RELIEF LATERAL BLANK DRIPLINE TUBING. CONNECT PERPENDICULAR TO DRIPLINE USING MANUFACTURER APPROVED FITTINGS INSTALL PERIMETER DRIPLINE LATERALS 2" TO 4" FROM EDGE OF HARDSCAPE, CURB, ETC. IRRIGATION NON-PRESSURE PVC EXHAUST HEADER. FLUSH VALVE PER IRRIGATION LEGEND. PLUMB TO NON- PRESSURE PVC LATERAL LINE DISTANCES PER IRRIGATION LEGEND IRRIGATION PRESSURE MAINLINE PER PLANS AND SPECS. 1234567891011 8 88 DRIPLINE MANIFOLD SUPPLY Scale: N.T.S DRIPLINE, TYPE AND DEPTH PER IRRIGATION LEGEND BLANK POLYETHYLENE TUBING BARB X MPT ADAPTER SCH. 40 PVC TEE WITH FPT OUTLET NON-PRESSURE LATERAL DOWNSTREAM FROM DRIP REMOTE CONTROL VALVE ASSEMBLY BARBED INSERT 90° ELL FITTING BARBED INSERT TEE FITTING 1234567 345 62 1 345 1 72 A END FEED MANIFOLD SUPPLY ISOMETRIC B CENTER FEED MANIFOLD SUPPLY ISOMETRIC DRIPLINE TO PVC LATERAL LINE TRANSITION (SUPPLY AND EXHAUST HEADER) Scale: N.T.S. FINISH GRADE AT PLANTER MULCH COMPACTED SUBGRADE. REFER TO SPECS. DRIPLINE TUBING, REFER TO IRRIGATION LEGEND FOR ADDITIONAL INFORMATION BARBED DRIP ELBOW FITTING BARBED DRIP TEE FITTING BLANK POLYETHYLENE DRIP TUBING BARBED x 1/2" MPT ADAPTER PVC TEE (SLxSLxTH) WITH 1/2" FPT INLET PVC SUPPLY LATERAL LINE, SIZE AND TYPE PER PLAN DEPTH OF MULCH, REFER TO SPECS. DEPTH OF PVC LATERAL LINE, REFER TO IRRIGATION LEGEND 4" GALVANIZED STAPLE. INSTALL OVER TUBING AT SPACING PER SPECS 12345678910111213 2113 13 11 7648910 12 3 89107543 12 2113 11 A MANIFOLD-ELL CONDITION SECTION ELEVATION B MANIFOLD-TEE CONDITION SECTION ELEVATION ON-SURFACE DRIPLINE Scale: N.T.S. 1 8 X 35 10 9 2"-4" PER PLANS 7 2 64 PER PLANS FINISH GRADE AT PLANTER MULCH DRIPLINE, SEE IRRIGATION LEGEND REFER TO PLAN FOR SPACING REQ. PREPARED SUBGRADE. REFER TO PLANITNG PLANS AND DETAILS. PVC NON-PRESSURE LATERAL LINE PER IRRIGATION PLANS DEPTH OF PVC LATERAL LINE, SEE PLANS AND SPECS DEPTH OF DRIPLINE, REFER TO IRRIGATION LEGEND PLANTER EDGE LOCATE PERIMETER DRIPLINE LATERALS 2" MIN. AND 4" MAX. AWAY FROM EDGES. 123456 78910 2 1 5 4 36 TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET LI-801 MWELO COMPLIANCE - 1 LANDSCAPE TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET LI-802 MWELO COMPLIANCE - 2 LANDSCAPE

SYMBOL BOTANICAL NAME "COMMON NAME" REMARK TREE LEGEND: QTY. ‘ ’ ® SYMBOL SIZE (HTxSPR) BOTANICAL NAME "COMMON NAME" SHRUB, VINE & GROUNDCOVER LEGEND: WUCOLS SIZE (HTxSPR) SPACING QTY. WUCOLS REMARK TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET LP-002 PLANTING LEGEND ---- LANDSCAPE APPROXIMATE EXTENT OF REPAIR/RESTORATION. CONTRACTOR TO FIELD VERIFY AND ADJUST AS DIRECTED BY CITY ENGINEER. (E) TREE TO BE PROTECTED. REFER TO REQUIRED TREE PRESERVATION MEASURES FOR PROTECTED TREES NOTES ON SHEET LI-001. REPAIR OR RESTORE EXISTING LANDSCAPE TO PRE-CONSTRUCTION CONDITION DUE TO RIGHT-OF-WAY IMPROVEMENTS REPAIR/RESTORE EXISTING TURF - SOD PLANTING LANDSCAPE GENERAL PLANTING LEGEND

TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET N LP-102 PLANTING PLAN STA 37+50 to STA 42+50 LANDSCAPE APPROXIMATE EXTENT OF REPAIR/RESTORATION. CONTRACTOR TO FIELD VERIFY AND ADJUST AS DIRECTED BY CITY ENGINEER. (E) TREE TO BE PROTECTED. REFER TO REQUIRED TREE PRESERVATION MEASURES FOR PROTECTED TREES NOTES ON SHEET LI-001. REPAIR OR RESTORE EXISTING LANDSCAPE TO PRE-CONSTRUCTION CONDITION DUE TO RIGHT-OF-WAY IMPROVEMENTS REPAIR/RESTORE EXISTING TURF - SOD PLANTING LANDSCAPE GENERAL PLANTING LEGENDKnow what's below Call before you dig. NO PROPOSED LANDSCAPE PLANTING IMPROVEMENTS ON THIS SHEET BL Ø2.00'
Ø2.00'
Ø2.00'
Ø2.00'
Ø2.00'
Ø2.00'
Ø2.00'
Ø2.00' TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET N LP-103 PLANTING PLAN STA 42+50 to STA 47+00 LANDSCAPE APPROXIMATE EXTENT OF REPAIR/RESTORATION. CONTRACTOR TO FIELD VERIFY AND ADJUST AS DIRECTED BY CITY ENGINEER. (E) TREE TO BE PROTECTED. REFER TO REQUIRED TREE PRESERVATION MEASURES FOR PROTECTED TREES NOTES ON SHEET LI-001. REPAIR OR RESTORE EXISTING LANDSCAPE TO PRE-CONSTRUCTION CONDITION DUE TO RIGHT-OF-WAY IMPROVEMENTS REPAIR/RESTORE EXISTING TURF - SOD PLANTING LANDSCAPE GENERAL PLANTING LEGENDKnow what's below Call before you dig. NO PROPOSED LANDSCAPE PLANTING IMPROVEMENTS ON THIS SHEET TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET N LP-104 PLANTING PLAN STA 47+00 to STA 52+00 LANDSCAPE APPROXIMATE EXTENT OF REPAIR/RESTORATION. CONTRACTOR TO FIELD VERIFY AND ADJUST AS DIRECTED BY CITY ENGINEER. (E) TREE TO BE PROTECTED. REFER TO REQUIRED TREE PRESERVATION MEASURES FOR PROTECTED TREES NOTES ON SHEET LI-001. REPAIR OR RESTORE EXISTING LANDSCAPE TO PRE-CONSTRUCTION CONDITION DUE TO RIGHT-OF-WAY IMPROVEMENTS REPAIR/RESTORE EXISTING TURF - SOD PLANTING LANDSCAPE GENERAL PLANTING LEGENDKnow what's below Call before you dig.

TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET N LP-105 PLANTING PLAN STA 52+00 to STA 57+00 LANDSCAPE APPROXIMATE EXTENT OF REPAIR/RESTORATION. CONTRACTOR TO FIELD VERIFY AND ADJUST AS DIRECTED BY CITY ENGINEER. (E) TREE TO BE PROTECTED. REFER TO REQUIRED TREE PRESERVATION MEASURES FOR PROTECTED TREES NOTES ON SHEET LI-001. REPAIR OR RESTORE EXISTING LANDSCAPE TO PRE-CONSTRUCTION CONDITION DUE TO RIGHT-OF-WAY IMPROVEMENTS REPAIR/RESTORE EXISTING TURF - SOD PLANTING LANDSCAPE GENERAL PLANTING LEGENDKnow what's below Call before you dig.

LB LB Ø2.50' Ø2.50' Ø1.50' Ø1.50' Ø1.50' Ø1.50' Ø2.00' Ø2.00' TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET N LP-106 PLANTING PLAN STA 57+00 to STA 61+50 LANDSCAPE APPROXIMATE EXTENT OF REPAIR/RESTORATION. CONTRACTOR TO FIELD VERIFY AND ADJUST AS DIRECTED BY CITY ENGINEER. (E) TREE TO BE PROTECTED. REFER TO REQUIRED TREE PRESERVATION MEASURES FOR PROTECTED TREES NOTES ON SHEET LI-001. REPAIR OR RESTORE EXISTING LANDSCAPE TO PRE-CONSTRUCTION CONDITION DUE TO RIGHT-OF-WAY IMPROVEMENTS REPAIR/RESTORE EXISTING TURF - SOD PLANTING LANDSCAPE GENERAL PLANTING LEGENDKnow what's below Call before you dig.

TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET N LP-107 PLANTING PLAN STA 61+50 to STA 66+00 LANDSCAPE APPROXIMATE EXTENT OF REPAIR/RESTORATION. CONTRACTOR TO FIELD VERIFY AND ADJUST AS DIRECTED BY CITY ENGINEER. (E) TREE TO BE PROTECTED. REFER TO REQUIRED TREE PRESERVATION MEASURES FOR PROTECTED TREES NOTES ON SHEET LI-001. REPAIR OR RESTORE EXISTING LANDSCAPE TO PRE-CONSTRUCTION CONDITION DUE TO RIGHT-OF-WAY IMPROVEMENTS REPAIR/RESTORE EXISTING TURF - SOD PLANTING LANDSCAPE GENERAL PLANTING LEGENDKnow what's below Call before you dig.

Ø2.00'
Ø2.00'
Ø1.50' TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET N LP-108 PLANTING PLAN STA 66+00 to STA 70+50 LANDSCAPE APPROXIMATE EXTENT OF REPAIR/RESTORATION. CONTRACTOR TO FIELD VERIFY AND ADJUST AS DIRECTED BY CITY ENGINEER. (E) TREE TO BE PROTECTED. REFER TO REQUIRED TREE PRESERVATION MEASURES FOR PROTECTED TREES NOTES ON SHEET LI-001. REPAIR OR RESTORE EXISTING LANDSCAPE TO PRE-CONSTRUCTION CONDITION DUE TO RIGHT-OF-WAY IMPROVEMENTS REPAIR/RESTORE EXISTING TURF - SOD PLANTING LANDSCAPE GENERAL PLANTING LEGENDKnow what's below Call before you dig.

TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET N LP-109 PLANTING PLAN STA 70+50 to STA 75+00 LANDSCAPE APPROXIMATE EXTENT OF REPAIR/RESTORATION. CONTRACTOR TO FIELD VERIFY AND ADJUST AS DIRECTED BY CITY ENGINEER. (E) TREE TO BE PROTECTED. REFER TO REQUIRED TREE PRESERVATION MEASURES FOR PROTECTED TREES NOTES ON SHEET LI-001. REPAIR OR RESTORE EXISTING LANDSCAPE TO PRE-CONSTRUCTION CONDITION DUE TO RIGHT-OF-WAY IMPROVEMENTS REPAIR/RESTORE EXISTING TURF - SOD PLANTING LANDSCAPE GENERAL PLANTING LEGENDKnow what's below Call before you dig.

LB LB LB LB Ø2.00' Ø2.00' Ø2.00' Ø2.00' Ø2.50' Ø2.00' Ø2.00' Ø2.00' Ø1.50' Ø2.00' Ø2.50' Ø1.50' Ø1.50' Ø1.50' TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET N LP-110 PLANTING PLAN STA 75+00 to STA 79+50 LANDSCAPE APPROXIMATE EXTENT OF REPAIR/RESTORATION. CONTRACTOR TO FIELD VERIFY AND ADJUST AS DIRECTED BY CITY ENGINEER. (E) TREE TO BE PROTECTED. REFER TO REQUIRED TREE PRESERVATION MEASURES FOR PROTECTED TREES NOTES ON SHEET LI-001. REPAIR OR RESTORE EXISTING LANDSCAPE TO PRE-CONSTRUCTION CONDITION DUE TO RIGHT-OF-WAY IMPROVEMENTS REPAIR/RESTORE EXISTING TURF - SOD PLANTING LANDSCAPE GENERAL PLANTING LEGENDKnow what's below Call before you dig.

TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET N LP-111 PLANTING PLAN STA 79+50 to STA 84+00 LANDSCAPE APPROXIMATE EXTENT OF REPAIR/RESTORATION. CONTRACTOR TO FIELD VERIFY AND ADJUST AS DIRECTED BY CITY ENGINEER. (E) TREE TO BE PROTECTED. REFER TO REQUIRED TREE PRESERVATION MEASURES FOR PROTECTED TREES NOTES ON SHEET LI-001. REPAIR OR RESTORE EXISTING LANDSCAPE TO PRE-CONSTRUCTION CONDITION DUE TO RIGHT-OF-WAY IMPROVEMENTS REPAIR/RESTORE EXISTING TURF - SOD PLANTING LANDSCAPE GENERAL PLANTING LEGENDKnow what's below Call before you dig.

Ø2.50'
Ø2.50'
Ø1.50'
Ø1.50' TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET N LP-112 PLANTING PLAN STA 84+00 to STA 88+50 LANDSCAPE APPROXIMATE EXTENT OF REPAIR/RESTORATION. CONTRACTOR TO FIELD VERIFY AND ADJUST AS DIRECTED BY CITY ENGINEER. (E) TREE TO BE PROTECTED. REFER TO REQUIRED TREE PRESERVATION MEASURES FOR PROTECTED TREES NOTES ON SHEET LI-001. REPAIR OR RESTORE EXISTING LANDSCAPE TO PRE-CONSTRUCTION CONDITION DUE TO RIGHT-OF-WAY IMPROVEMENTS REPAIR/RESTORE EXISTING TURF - SOD PLANTING LANDSCAPE GENERAL PLANTING LEGENDKnow what's below Call before you dig.

SDMH MISSING? SDMH MISSING? TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET N LP-113 PLANTING PLAN STA 88+50 to STA 93+00 LANDSCAPE APPROXIMATE EXTENT OF REPAIR/RESTORATION. CONTRACTOR TO FIELD VERIFY AND ADJUST AS DIRECTED BY CITY ENGINEER. (E) TREE TO BE PROTECTED. REFER TO REQUIRED TREE PRESERVATION MEASURES FOR PROTECTED TREES NOTES ON SHEET LI-001. REPAIR OR RESTORE EXISTING LANDSCAPE TO PRE-CONSTRUCTION CONDITION DUE TO RIGHT-OF-WAY IMPROVEMENTS REPAIR/RESTORE EXISTING TURF - SOD PLANTING LANDSCAPE GENERAL PLANTING LEGENDKnow what's below Call before you dig.

TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET N LP-114 PLANTING PLAN STA 93+00 to STA 97+50 LANDSCAPE APPROXIMATE EXTENT OF REPAIR/RESTORATION. CONTRACTOR TO FIELD VERIFY AND ADJUST AS DIRECTED BY CITY ENGINEER. (E) TREE TO BE PROTECTED. REFER TO REQUIRED TREE PRESERVATION MEASURES FOR PROTECTED TREES NOTES ON SHEET LI-001. REPAIR OR RESTORE EXISTING LANDSCAPE TO PRE-CONSTRUCTION CONDITION DUE TO RIGHT-OF-WAY IMPROVEMENTS REPAIR/RESTORE EXISTING TURF - SOD PLANTING LANDSCAPE GENERAL PLANTING LEGENDKnow what's below Call before you dig.

TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET N LP-115 PLANTING PLAN STA 97+50 to STA 101+00 LANDSCAPE APPROXIMATE EXTENT OF REPAIR/RESTORATION. CONTRACTOR TO FIELD VERIFY AND ADJUST AS DIRECTED BY CITY ENGINEER. (E) TREE TO BE PROTECTED. REFER TO REQUIRED TREE PRESERVATION MEASURES FOR PROTECTED TREES NOTES ON SHEET LI-001. REPAIR OR RESTORE EXISTING LANDSCAPE TO PRE-CONSTRUCTION CONDITION DUE TO RIGHT-OF-WAY IMPROVEMENTS REPAIR/RESTORE EXISTING TURF - SOD PLANTING LANDSCAPE GENERAL PLANTING LEGENDKnow what's below Call before you dig.

LB Ø2.00'
Ø2.00'
Ø2.00'
Ø1.50'
Ø2.00'
Ø1.50'
Ø1.50'
Ø2.00'
Ø1.50' TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET N LP-116 PLANTING PLAN STA 101+00 to STA 105+94 LANDSCAPE APPROXIMATE EXTENT OF REPAIR/RESTORATION. CONTRACTOR TO FIELD VERIFY AND ADJUST AS DIRECTED BY CITY ENGINEER. (E) TREE TO BE PROTECTED. REFER TO REQUIRED TREE PRESERVATION MEASURES FOR PROTECTED TREES NOTES ON SHEET LI-001. REPAIR OR RESTORE EXISTING LANDSCAPE TO PRE-CONSTRUCTION CONDITION DUE TO RIGHT-OF-WAY IMPROVEMENTS REPAIR/RESTORE EXISTING TURF - SOD PLANTING LANDSCAPE GENERAL PLANTING LEGENDKnow what's below Call before you dig.

LB TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET N LP-117 PLANTING PLAN STA XX+00 to STA XX+00 LANDSCAPE APPROXIMATE EXTENT OF REPAIR/RESTORATION. CONTRACTOR TO FIELD VERIFY AND ADJUST AS DIRECTED BY CITY ENGINEER. (E) TREE TO BE PROTECTED. REFER TO REQUIRED TREE PRESERVATION MEASURES FOR PROTECTED TREES NOTES ON SHEET LI-001. REPAIR OR RESTORE EXISTING LANDSCAPE TO PRE-CONSTRUCTION CONDITION DUE TO RIGHT-OF-WAY IMPROVEMENTS REPAIR/RESTORE EXISTING TURF - SOD PLANTING LANDSCAPE GENERAL PLANTING LEGENDKnow what's below Call before you dig. NO PROPOSED LANDSCAPE PLANTING IMPROVEMENTS ON THIS SHEET L3-51 LANDSCAPE PLANTING DETAILS STA XX+00 to STA XX+00 60% PLANS TRUSTED ENGINEERING ADVISORS 1610 R STREET, SUITE 300 SACRAMENTO, CA 95811 TEL 530/753-9606 www.migcom.com T15165500 172 FRANKLIN BLVD COMPLETE STREET LP-501 PLANTING DETAILS - LANDSCAPE LEGEND: EXISTING MAST ARM STREET LIGHT (NUMBER INDICATES CIRCUIT) NEW MAST ARM STREET LIGHT (NUMBER INDICATES CIRCUIT) NEW ORNAMENTAL STREET LIGHT (NUMBER INDICATES CIRCUIT) EXISTING TYPE R CONTROLLER CABINET EXISTING TYPE 332 CONTROLLER CABINET EXISTING SIGNAL/LIGHTING SERVICE PEDESTAL NEW SIGNAL/LIGHTING SERVICE PEDESTAL VIDEO DETECTION ZONE (PER CITY STANDARD DRAWING E-160) BIKE / VEHICLE VIDEO DETECTION ZONE (PER CITY STANDARD DRAWING E-160) EXISTING VIDEO DETECTION ZONE K. CALIA 62461 B. SITU 06/26/24 K. BAUMGARTNER 06/26/24 06/26/24 E-1 153 172 N/A N/A GENERAL NOTES, DETAILS, LEGEND ELECTRICAL GENERAL NOTES: 1. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CURRENT EDITION OF THE CITY OF SACRAMENTO STANDARD SPECIFICATIONS (INCLUDING REVISIONS), THE LATEST CITY OF SACRAMENTO STREET LIGHT STANDARDS, THE LATEST CITY OF SACRAMENTO QUALIFIED PARTS LIST, AND LATEST CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS (INCLUDING REVISIONS), AND AS SHOWN HEREON, 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 TO PROCEED" 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. UNLESS OTHERWISE SPECIFIED, ALL NEW PULL BOXES SHALL BE No. 5. 21. NEW AND EXISTING MAST ARM LUMINAIRES SHALL BE 110 W EQUIV. [ESU F A01 3M 032 40 M 105], OR CITY-APPROVED EQUIVALENT 22. ALL NEW VEHICLE SIGNAL BACKPLATES SHALL INCLUDE 2" YELLOW RETROREFLECTIVE BORDER. YELLOW RETROREFLECTIVE BORDER (2") SHALL BE ADDED TO ALL EXISTING VEHICLE SIGNAL BACKPLATES. 23. ALL PULL BOXES NOT LOCATED IN SIDEWALK SHALL INCLUDE 6" CONCRETE COLLAR. 24. CONTRACTOR SHALL COIL 2 LOOPS OF FIBER IN EACH PULL BOX. 1013 Galleria Blvd Roseville, CA 95678 Suite 255 (916) 773-1900 PLOT DATE: Jun 26, 2024-03:40:34pm CAD FILE: 3536.01-SL.dwg IMPROVEMENT PLANS FOR FRANKLIN BLVD COMPLETE STREET PN T15165500 CALL GI D OU EFORE Y BUnderground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG JOHN MATOBA, P.E. E-16605 CITY OF SACRAMENTO SENIOR ELECTRICAL ENGINEER ACCEPTEDBY: DATE 62461 9/30/25 11 1 RED BALL RED ARROW YELLOW BALL GREEN BALL 12" 12" 12" 12" DETAIL 'B': BLANK-OUT SIGN MOUNTING NO SCALE 30"x30" R3-1 ABO 30"x30" R3-1 ABO MODIFIED SV-2-TD DETAIL 'C': BLANK-OUT SIGN MOUNTING NO SCALE 30"x30" R3-1 ABO 30"x30" R3-1 ABO MODIFIED SV-3-TB DETAIL 'D': BLANK-OUT SIGN MOUNTING NO SCALE 30"x30" R3-1 ABO MODIFIED TV-3-T 30"x30" R3-1 ABO CAMERA PARAPET MOUNT DETAIL NO SCALE AXIS T94A01D- INSTALL ON MOUNT AXIS TQ6501-E PARAPET MOUNT REMOVE BASE OF PARAPET MOUNT (WILL NOT BE USING THIS FOR MAST ARM MOUNTING). INSTALL PELCO AB0160 OR PELCO AB3034 AND THREAD TO BASE OF PARAPET MOUNT (1.5" NPS) DETAIL 'A': 4-SECTION VEHICLE SIGNAL HEAD NO SCALE B/C F/C T/C LANDING AREA PER PLAN18"
18" PER PLAN 18" 9" FRONT VIEW TOP VIEW SIDE VIEW APS POST IN-CURB FOUNDATION REFER TO ES-7A DETAIL B FOR ADDITIONAL DETAILS NO SCALE 3"
7"
1" 1" 18"ø FOUNDATION 18" 5/8"ø ANCHOR BOLTS (TYP) LANDING 2" LANDING 3" B/C BID CONFORM SET 6/28/24
2 2
2 2
2 4
3 3
4 2
2 13
R/W

R/W R/W
2 1
6 R/WR/W R/W
1 1
1 R/W
2 4 R/WR/W R/W
1 2
1 4 3
3 4
3 2
1 2
3 21 13 13 13 TO POLICE STATION
1 1 1 18 STA. 49+42.4' OFFSET 36.5' LEFT STA. 51+0.2' OFFSET 38.8' LEFT STA. 47+57.4' OFFSET 40.5' LEFT STA. 48+82.8' OFFSET 38.9' LEFT STA. 51+73.5' OFFSET 30.1' LEFT STA. 50+26.7' OFFSET 54.2' LEFT STA. 47+59.9' OFFSET 38.6' RIGHT STA. 50+9.4' OFFSET 31.3' RIGHT STA. 48+45.5' OFFSET 31.6' RIGHT STA. 50+68.8' OFFSET 32.1' RIGHT 16 STA. 49+38.7' OFFSET 31.1' RIGHT 5 5
5 6
6 6
6 7 20 20 14 14 14 14 14 14 11 11 11 11 11 11 19 19 19 15 15 15 15 22 22 22 22 25 6 15 13 11
6 8
6 25
8 8
8 8
2 2
2 3
3 4
2 13 13 13 15
R/W
R/W
2 R/W R/W
1 R/W
2 2
R/W
R/W
2 R/W R/W R/W
1 R/W
1 2
2 4
3 4
3 4
1 18 18 STA. 52+83.1' OFFSET 28.9' LEFT STA. 53+93.6' OFFSET 28.8' LEFT STA. 55+41.2' OFFSET 28.3' LEFT STA. 56+64.6' OFFSET 32.8' RIGHT STA. 52+23.3' OFFSET 38.5' RIGHT STA. 54+23.3' OFFSET 38.5' RIGHT STA. 55+9.8' OFFSET 38.9' RIGHT STA. 54+43.7' OFFSET 28.2' LEFT STA. 56+23.6' OFFSET 28.0' LEFT 15 16 13 13 15 18 7 14
9 23 10 10 10 10 14 14 14 14 14 14 18 11 11 11 11 11 11 19 19 19 19 3 3
R/W
R/W 2425 25 K. CALIA 62461 J. GARCIA 06/26/24 K. BAUMGARTNER 06/26/24 06/26/24 E-2 154 172 1"=20' N/A

MATCHLINE - SEE BELOW LEFT FRANKLIN BLVD
MATCHLINE - SEE TS PLAN SHEET E-6 STREET LIGHTING PLAN 1013 Galleria Blvd Roseville, CA 95678 Suite 255 (916) 773-1900 PLOT DATE: Jun 26, 2024-03:40:38pm CAD FILE: 3536.01-SL.dwg IMPROVEMENT PLANS FOR FRANKLIN BLVD COMPLETE STREET PN T15165500
CALL
GI D
OU
E
F
ORE Y
BUnderground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG JOHN MATOBA, P.E. E-16605 CITY OF SACRAMENTO SENIOR ELECTRICAL ENGINEER ACCEPTEDBY: DATE 62461 9/30/25 PROJECT NOTES (THIS SHEET ONLY): EXISTING STREET LIGHT TO REMAIN. FURNISH AND INSTALL ORNAMENTAL STREET LIGHT STANDARD AND FOUNDATION PER CITY OF SACRAMENTO STANDARD DRAWINGS E-40 AND E-60. FURNISH AND INSTALL 30' CALTRANS TYPE 15 STREET LIGHT STANDARD WITH 6' LUMINAIRE MAST ARM AND FOUNDATION. FURNISH AND INSTALL 30' CALTRANS TYPE 15 STREET LIGHT STANDARD WITH 8' LUMINAIRE MAST ARM AND FOUNDATION. EXISTING 2"C, 3#6 (street ltg), 1#10 G. REMOVE EXISTING 1-12 smfo. REMOVE EXISTING 1#10 G AND PLACE 1#6 G. EXISTING 2"C, 2#6 (street ltg), 1#10 G. PLACE 1#6 (STREET LTG). REMOVE EXISTING 1-12 smfo. REMOVE EXISTING 1#10 G AND PLACE 1#6 G. EXISTING 2"C, 1#10 G. PLACE 2#6 (STREET LTG). REMOVE EXISTING 1-12 smfo. REMOVE EXISTING 1#10 G AND PLACE 1#6 G. PLACE 2"C, 3#6 (STREET LTG FOR SERVICE #2825), 1#6 G. EXISTING 3"C, 1#10 G. EXISTING 2.5"C, 3#6 (street ltg), 1#10 G. REMOVE EXISTING 1-12 smfo. REMOVE EXISTING 1#10 G AND PLACE 1#6 G. PLACE 2"C, 3#6 (STREET LTG), 1#6 G. NOT USED. REMOVE ONE END OF CONDUCTORS AND REPLACE WITH NEW. SPLICE NEW CONDUCTORS TO EXISTING CONDUCTORS. ABANDON CONDUIT, REMOVE CONDUCTORS. CONNECT NEW AND EXISTING CONDUIT. INSTALL CONDUIT INTO EXISTING PULL BOX. NOT USED. REMOVE AND SALVAGE EQUIPMENT. ABANDON FOUNDATION. ANCHOR BOLTS AND CONDUITS SHALL BE REMOVED TO A DEPTH OF 2 FEET BELOW SURFACE OF SIDEWALK OR GROUND. HOLE SHALL BE BACKFILLED WITH EQUIVALENT SURROUNDING MATERIAL. PLACE (1) CORNING 12-STRAND 012ZU4-T4F22D20 SMFO IN EXISTING (FIRE ALARM) CONDUIT. PLACE 2"C, 2#6 (STREET LTG), 1#6 G. INSTALL LUMINAIRE 1' ON CENTER BEHIND BACK OF WALK. CONTRACTOR SHALL COORDINATE WITH CITY FOR EXACT LOCATION BEFORE INSTALLATION. EXISTING SAC PD FIBER OPTIC CONDUIT AND CABLE TO REMAIN. EXISTING 2.5"C, 3#6 (street ltg), 1#10 G. REMOVE 1#6 (street ltg). REMOVE EXISTING 1-12 smfo. REMOVE EXISTING 1#10 G AND PLACE 1#6 G. FURNISH AND INSTALL TYPE III-AF METERED SERVICE PEDESTAL #2825 PER CITY OF SACRAMENTO DRAWINGS E-10 AND E-20 WITH THE FOLLOWING BREAKERS: - (1) 15A STREET LIGHTING (Ckt 1) - (1) 15A STREET LIGHTING (Ckt 2) - (1) 15A STREET LIGHTING (Ckt 3) - (1) 15A STREET LIGHTING (Ckt 4) - (2) 15A SPARE PLACE 2"C, 5#6 (STREET LTG), 1#6 G. 12345678910111213141516171819202122232425
N GRAPHIC SCALE 20
0 1"=20' 20 40
MATCHLINE - SEE TS PLAN SHEET E-8 FRANKLIN BLVD

MATCHLINE - SEE ABOVE RIGHT
27TH AVE SERVICE #2815 SERVICE #2825 SERVICE #2815
29TH AVE LUMINAIRE SCHEDULE (STREET LIGHTING) NEW SERVICE #2825 IS LOCATED ON THE SOUTHWEST CORNER OF 29TH AVE & FRANKLIN BLVD. CIRCUIT NO. EX. 65W MAST ARM TRANSFERRED FROM SERVICE #647* NEW 110 WATT MAST ARM NEW 34 WATT ORNAMENTAL STREET LIGHT CIRCUIT TOTAL 1 - - 6 6 2 5 4 - 9
3 - - 2 2
4 3 2 - 5 TOTAL
8 6
8 22 NEW 110W MAST ARM LUMINAIRES SHALL BE [ESU F A01 3M 032 40 M 105] OR CITY-APPROVED EQUIVALENT. NEW 34W ORNAMENTAL LUMINAIRES SHALL BE [CREE DPT A SB FR A 30K UL UF]. *SEE SHEET E-7 FOR SERVICE #647 LUMINAIRE SCHEDULE. FOR STREET LIGHTING SERVICE: 2825 SMUD SN: 32324377 SMUD DESIGNER: __________________ TEL: __________________ EMAIL: __________________ BID CONFORM SET 6/28/24 2 2 2 3 3 9 9 9 R/W 4 8 R/W R/W R/W R/W 7 7 R/W 2 4 R/W R/W 3 4 3 2 1 2 3 1 14 STA. 61+87.0' OFFSET 32.1' LEFT STA. 64+0.3' OFFSET 31.9' LEFT STA. 62+1.6' OFFSET 32.7' RIGHT STA. 61+32.8' OFFSET 32.4' RIGHT STA. 61+3.3' OFFSET 31.9' LEFT STA. 62+87.9' OFFSET 32.5' LEFT 11 11 STA. 60+65.6' OFFSET 30.5' RIGHT 11 14 5 5 5 5 5 5 10 10 14 10 15 15 15 16 16 16 16 10 3 R/W 2 2 2 2 2 3 4 3 11 9 9 9 9 R/W R/W R/W 8 7 R/W R/W R/W R/W R/W R/W 4 4 R/W R/W R/W 3 4 3 1 2 1 2 1 1 1 14 STA. 65+77.0' OFFSET 38.8' LEFT STA. 65+28.9' OFFSET 38.8' LEFT STA. 66+44.6' OFFSET 39.0' LEFT STA. 65+11.9' OFFSET 36.3' RIGHT STA. 66+72.0' OFFSET 32.7' RIGHT STA. 64+40.6' OFFSET 36.8' RIGHT STA. 65+80.5' OFFSET 32.4' RIGHT STA. 67+27.5' OFFSET 32.9' RIGHT 12 9 13 11 5 5 5 5 5 5 10 10 10 10 10 10 11 15 15 15 16 16 19 18 16 11 11 16 K. CALIA 62461 J. GARCIA 06/26/24 K. BAUMGARTNER 06/26/24 06/26/24 E-3 155 172 1"=20' N/A

MATCHLINE - SEE BELOW LEFT
MATCHLINE - SEE TS PLAN SHEET E-8
MATCHLINE - SEE SHEET E-10
MATCHLINE - SEE ABOVE RIGHT FRANKLIN BLVD 24TH AVE STREET LIGHTING PLAN 1013 Galleria Blvd Roseville, CA 95678 Suite 255 (916) 773-1900 PLOT DATE: Jun 26, 2024-03:40:40pm CAD FILE: 3536.01-SL.dwg IMPROVEMENT PLANS FOR FRANKLIN BLVD COMPLETE STREET PN T15165500 CALL GI D OU EFORE Y BUnderground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG JOHN MATOBA, P.E. E-16605 CITY OF SACRAMENTO SENIOR ELECTRICAL ENGINEER ACCEPTEDBY: DATE 62461 9/30/25 PROJECT NOTES (THIS SHEET ONLY): EXISTING STREET LIGHT TO REMAIN. FURNISH AND INSTALL ORNAMENTAL STREET LIGHT STANDARD AND FOUNDATION PER CITY OF SACRAMENTO STANDARD DRAWINGS E-40 AND E-60. FURNISH AND INSTALL 30' CALTRANS TYPE 15 STREET LIGHT STANDARD WITH 6' LUMINAIRE MAST ARM AND FOUNDATION. FURNISH AND INSTALL 30' CALTRANS TYPE 15 STREET LIGHT STANDARD WITH 8' LUMINAIRE MAST ARM AND FOUNDATION. EXISTING 2"C, 3#6 (street ltg), 1#10 G. REMOVE EXISTING 1-12 smfo. REMOVE EXISTING 1#10 G AND PLACE 1#6 G. EXISTING 2"C, 2#6 (street ltg), 1#10 G. REMOVE EXISTING 1#10 G AND PLACE 1#6 G. EXISTING 2"C, 3#6 (street ltg), 1#10 G. REMOVE EXISTING 1#10 G AND PLACE 1#6 G. PLACE 2"C, 2#6 (STREET LTG), 1#6 G. REMOVE ONE END OF CONDUCTORS AND REPLACE WITH NEW. SPLICE NEW CONDUCTORS TO EXISTING CONDUCTORS. ABANDON CONDUIT, REMOVE CONDUCTORS. CONNECT NEW AND EXISTING CONDUIT. INSTALL CONDUIT INTO EXISTING PULL BOX. INSTALL PULL BOX IN EXISTING CONDUIT RUN. REMOVE AND SALVAGE EQUIPMENT. ABANDON FOUNDATION. ANCHOR BOLTS AND CONDUITS SHALL BE REMOVED TO A DEPTH OF 2 FEET BELOW SURFACE OF SIDEWALK OR GROUND. HOLE SHALL BE BACKFILLED WITH EQUIVALENT SURROUNDING MATERIAL. PLACE (1) CORNING 12-STRAND 012ZU4-T4F22D20 SMFO IN EXISTING (FIRE ALARM) CONDUIT. PLACE 2"C, 3#6 (STREET LTG), 1#6 G. NOT USED. PLACE 2"C, 2#6 (STREET LTG), 1#6 G. PLACE 2"C (EMPTY). 123456789101112131415161718 25TH AVE 19 FRANKLIN BLVD N GRAPHIC SCALE 20 0 1"=20' 20 40 SERVICE #2815 SERVICE #2814 BID CONFORM SET 6/28/24 2 2 2 2 4 3 12 12 12 R/W R/WR/W R/W R/W 4 8 R/W R/W R/W R/WR/W R/W R/W 2 4 R/W R/W 3 3 4 1 2 1 19 19 1 1 STA. 73+32.2' OFFSET 37.7' LEFT STA. 70+81.7' OFFSET 37.1' LEFT STA. 72+45.2' OFFSET 36.7' LEFT STA. 71+91.2' OFFSET 38.8' RIGHT STA. 70+96.9' OFFSET 32.0' RIGHT STA. 72+48.7' OFFSET 39.0' RIGHT 14 14 14 12 13 13 13 13 13 13 20 6 6 8 18 18 18 10 10 10 10 10 14 R/W 2 2 2 2 2 2 2 2 3 4 4 4 12 12 12 12 12 12 R/W R/W R/WR/W R/W R/W R/W R/W R/W R/WR/W 7 7 8 7 8 R/W R/W R/W R/W R/W R/WR/W R/W R/W R/W R/W R/W R/WR/W 5 5 5 2 2 R/W R/W 1 1 2 1 1 1 2 5 3 3 3 5 19 19 19 19 19 1912 1 1 1 1 1 STA. 80+16.1' OFFSET 35.1' LEFT STA. 82+54.0' OFFSET 39.1' LEFT STA. 79+67.8 OFFSET 38.9' LEFT STA. 80+96.5' OFFSET 39.0' LEFT STA. 83+43.1' OFFSET 38.4' LEFT STA. 78+69.2' OFFSET 38.8' RIGHT STA. 82+2.9' STA. 79+24.6' OFFSET 38.5' RIGHT OFFSET 39.0' RIGHT STA. 81+12.1' STA. 79+85.7' OFFSET 38.5' RIGHT OFFSET 55.4' RIGHT STA. 82+56.8' OFFSET 39.0' RIGHT STA. 83+86.8' OFFSET 35.5' RIGHT 14 14 14 14 14 14 13 13 13 13 13 13 13 13 11 11 11 11 11 11 11 11 11 7 18 18 18 18 10 10 10 10 10 10 10 14 7 14 14 14 K. CALIA 62461 J. GARCIA 06/26/24 K. BAUMGARTNER 06/26/24 06/26/24 E-4 156 172 1"=20' N/A MATCHLINE - SEE TS PLAN SHEET E-10
MATCHLINE - SEE TS PLAN SHEET E-11 FRANKLIN BLVD
MATCHLINE - SEE SHEET E-13
MATCHLINE - SEE TS PLAN SHEET E-11 FRANKLIN BLVD STREET LIGHTING PLAN 1013 Galleria Blvd Roseville, CA 95678 Suite 255 (916) 773-1900 PLOT DATE: Jun 26, 2024-03:40:42pm CAD FILE: 3536.01-SL.dwg IMPROVEMENT PLANS FOR FRANKLIN BLVD COMPLETE STREET PN T15165500 CALL GI D OU EFORE Y BUnderground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG JOHN MATOBA, P.E. E-16605 CITY OF SACRAMENTO SENIOR ELECTRICAL ENGINEER ACCEPTEDBY: DATE 62461 9/30/25 PROJECT NOTES (THIS SHEET ONLY): EXISTING STREET LIGHT TO REMAIN. FURNISH AND INSTALL ORNAMENTAL STREET LIGHT STANDARD AND FOUNDATION PER CITY OF SACRAMENTO STANDARD DRAWINGS E-40 AND E-60. FURNISH AND INSTALL 30' CALTRANS TYPE 15 STREET LIGHT STANDARD WITH 6' LUMINAIRE MAST ARM AND FOUNDATION. FURNISH AND INSTALL 30' CALTRANS TYPE 15 STREET LIGHT STANDARD WITH 8' LUMINAIRE MAST ARM AND FOUNDATION. EXISTING 2"C, 3#6 (street ltg), 1#10 G. REMOVE EXISTING 1#10 G AND PLACE 1#6 G. EXISTING 2"C, 2#6 (street ltg), 1#10 G. ADD 1#6 (STREET LTG). REMOVE EXISTING 1-12 smfo. REMOVE EXISTING 1#10 G AND PLACE 1#6 G. PLACE 2"C, 2#6 (STREET LTG), 1#6 G. EXISTING 2"C, 1#10 G. ADD 3#6 (STREET LTG). REMOVE EXISTING 1-12 smfo. REMOVE EXISTING 1#10 G AND PLACE 1#6 G. EXISTING 2"C, 3#6 (street ltg), 1#10 G. REMOVE EXISTING 1#10 G AND PLACE 1#6 G. PLACE 2"C, 3#6 (STREET LTG), 1#6 G. EXISTING 2"C, 3#6 (street ltg), 1#10 G. REMOVE EXISTING 1 sic. REMOVE EXISTING 1#10 G AND PLACE 1#6 G. REMOVE ONE END OF CONDUCTORS AND REPLACE WITH NEW. SPLICE NEW CONDUCTORS TO EXISTING CONDUCTORS. ABANDON CONDUIT, REMOVE CONDUCTORS. CONNECT NEW AND EXISTING CONDUIT. NOT USED. INSTALL PULL BOX IN EXISTING CONDUIT RUN. REMOVE AND SALVAGE EQUIPMENT. ABANDON FOUNDATION. ANCHOR BOLTS AND CONDUITS SHALL BE REMOVED TO A DEPTH OF 2 FEET BELOW SURFACE OF SIDEWALK OR GROUND. HOLE SHALL BE BACKFILLED WITH EQUIVALENT SURROUNDING MATERIAL. PLACE (1) CORNING 12-STRAND 012ZU4-T4F22D20 SMFO IN EXISTING (FIRE ALARM) CONDUIT. INSTALL LUMINAIRE 1' ON CENTER BEHIND BACK OF WALK. CONTRACTOR SHALL COORDINATE WITH CITY FOR EXACT LOCATION BEFORE INSTALLATION. EXISTING 2"C, 2#6 (street ltg). REMOVE EXISTING 1-12 smfo. REMOVE EXISTING 1#10 G AND PLACE 1#6 G. 1234567891011121314151617 181920 19TH AVE 22ND AVE 19TH AVE 20TH AVE N GRAPHIC SCALE 20 0 1"=20' 20 40 SERVICE #2814 SERVICE #2814 BID CONFORM SET 6/28/24 2 2
2 2
2 2 2
2 3
3 3 12 12 12 12 12 R/WR/W
R/W
R/W
R/W
R/W
7 9
9 R/WR/W R/WR/W
R/W
R/W
R/W
R/W
2 4
4 4
2 2 R/WR/W
1 1
1 2
1 3
3 4
3 3
4 12 2020 20 20 20 20
1 1
1 1
1 STA. 88+4.5' OFFSET 38.6' LEFT STA. 90+53.3' OFFSET 38.6' LEFT STA. 88+57.1' OFFSET 38.9' LEFT STA. 89+90.4' OFFSET 38.9' LEFT STA. 93+15.6' STA. 92+47.8' OFFSET 36.7' LEFT OFFSET 39.0' LEFT STA. 89+43.9' OFFSET 32.1' RIGHT STA. 88+53.1' OFFSET 38.9' RIGHT STA. 90+30.5' OFFSET 32.7' RIGHT STA. 91+78.4' OFFSET 32.0' RIGHT STA. 93+31.2' OFFSET 36.4' RIGHT 14 STA. 92+45.9' OFFSET 35.5' RIGHT 14 14 1715 14 5 6 11 11 22 13
7 8
8 13 13 13 13 13 13 13 13 13 13 13 18 18 18 18 18 18 18 4 4
4 4
4 4
4 4
4 16 14 14 14 14 21
4 3
2 2
2 2
2 2 2
2 2
2 3
3 3
3 3 12 12 12 12 12 12 12 R/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
9 R/WR/W R/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
4 2 2 R/W R/W
1 2
1 1 1 1
2 4
3 3
4 4
3 3
3 2 20 20 20 20 20 20
1 1 17 STA. 95+46.8' OFFSET 36.2' LEFT STA. 96+93.1' OFFSET 36.4' LEFT STA. 99+95.7' OFFSET 36.6' LEFT STA. 94+65.6' OFFSET 36.5' LEFT STA. 96+20.1' OFFSET 37.0' LEFT STA. 97+58.7' OFFSET 35.9' LEFT STA. 99+6.4' OFFSET 31.6' LEFT STA. 99+48.2' OFFSET 38.9' LEFT STA. 94+0.0' OFFSET 30.8' RIGHT STA. 94+73.6' OFFSET 30.8' RIGHT STA. 95+87.1' OFFSET 32.3' RIGHT STA. 97+6.0' OFFSET 32.8' RIGHT STA. 98+0.9' OFFSET 54.8' RIGHT STA. 98+94.2' OFFSET 41.8' RIGHT 17 15 STA. 98+13.1' OFFSET 41.9' RIGHT STA. 96+47.1' OFFSET 32.7' RIGHT 17 STA. 95+17.3' OFFSET 30.7' RIGHT 14 14 14 14 14 19 19 15 8 8
8 8
8 8
8 8 13 13 13 13 13 13 16 18 18 18 18 18
4 19
4 4
4 4 14
3 3 19 K. CALIA 62461 J. GARCIA 06/26/24 K. BAUMGARTNER 06/26/24 06/26/24 E-5 157 172 1"=20' N/A

MATCHLINE - SEE BELOW LEFT FRANKLIN BLVD

WILMINGTON
AVE
MATCHLINE - SEE TS PLAN SHEET E-14
MATCHLINE - SEE ABOVE RIGHT STREET LIGHTING PLAN 1013 Galleria Blvd Roseville, CA 95678 Suite 255 (916) 773-1900 PLOT DATE: Jun 26, 2024-03:40:45pm CAD FILE: 3536.01-SL.dwg IMPROVEMENT PLANS FOR FRANKLIN BLVD COMPLETE STREET PN T15165500
CALL
GI D
OU
E
F
ORE Y
BUnderground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG JOHN MATOBA, P.E. E-16605 CITY OF SACRAMENTO SENIOR ELECTRICAL ENGINEER ACCEPTEDBY: DATE 62461 9/30/25 PROJECT NOTES (THIS SHEET ONLY): EXISTING STREET LIGHT TO REMAIN. FURNISH AND INSTALL ORNAMENTAL STREET LIGHT STANDARD AND FOUNDATION PER CITY OF SACRAMENTO STANDARD DRAWINGS E-40 AND E-60. FURNISH AND INSTALL 30' CALTRANS TYPE 15 STREET LIGHT STANDARD WITH 8' LUMINAIRE MAST ARM AND FOUNDATION. PLACE 2"C, 3#6 (STREET LTG), 1#6 G. EXISTING 2"C, 2#6 (street ltg), 1#10 G. PLACE 1#6 (STREET LTG). REMOVE EXISTING 1 sic. REMOVE EXISTING 1#10 G AND PLACE 1#6 G. EXISTING 2"C, 1#10 G. PLACE 3#6 (STREET LTG). REMOVE EXISTING 1 sic. REMOVE EXISTING 1#10 G AND PLACE 1#6 G. EXISTING 2"C, 1#10 G. REMOVE EXISTING 2#8 (street ltg). REMOVE EXISTING 1 sic. PLACE 2#6 (STREET LTG). REMOVE EXISTING 1#10 G AND PLACE 1#6 G. EXISTING 2"C, 1#10 G. REMOVE EXISTING 3#8 (street ltg). REMOVE EXISTING 1 sic. PLACE 3#6 (STREET LTG). REMOVE EXISTING 1#10 G AND PLACE 1#6 G. EXISTING 2"C, 2#6 (street ltg), 1#10 G. REMOVE EXISTING 1#10 G AND PLACE 1#6 G. EXISTING 2"C, 3#6 (street ltg), 1#10 G. REMOVE EXISTING 1#10 G AND PLACE 1#6 G. EXISTING 2"C, 1#10 G. PLACE 3#6 (STREET LTG). REMOVE EXISTING 1 sic. REMOVE EXISTING 1#10 G AND PLACE 1#6 G. REMOVE ONE END OF CONDUCTORS AND REPLACE WITH NEW. SPLICE NEW CONDUCTORS TO EXISTING CONDUCTORS. ABANDON CONDUIT, REMOVE CONDUCTORS. CONNECT NEW AND EXISTING CONDUIT. INSTALL CONDUIT INTO EXISTING PULL BOX. INSTALL PULL BOX IN EXISTING CONDUIT RUN. REMOVE AND SALVAGE EQUIPMENT. ABANDON FOUNDATION. ANCHOR BOLTS AND CONDUITS SHALL BE REMOVED TO A DEPTH OF 2 FEET BELOW SURFACE OF SIDEWALK OR GROUND. HOLE SHALL BE BACKFILLED WITH EQUIVALENT SURROUNDING MATERIAL. PLACE (1) CORNING 12-STRAND 012ZU4-T4F22D20 SMFO IN EXISTING (FIRE ALARM) CONDUIT. PLACE 2"C, 2#6 (STREET LTG), 1#6 G. INSTALL LUMINAIRE 1' ON CENTER BEHIND BACK OF WALK. CONTRACTOR SHALL COORDINATE WITH CITY FOR EXACT LOCATION BEFORE INSTALLATION. EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR. EXISTING 2"C, 1#10 G. PLACE 2#6 (STREET LTG). REMOVE EXISTING 1 sic. REMOVE EXISTING 1#10 G AND PLACE 1#6 G. 1234567891011 1213141516171819202122
14TH AVE
14TH AVE
15TH AVE
16TH AVE
N GRAPHIC SCALE 20
0 1"=20' 20 40 FRANKLIN BLVD
MATCHLINE - SEE TS PLAN SHEET E-13 SERVICE #2812 SERVICE #2816 SERVICE #2812 SERVICE #2816 LUMINAIRE SCHEDULE (STREET LIGHTING) EXISTING METERED SERVICE PEDESTAL NO. 801 IS LOCATED ON THE NORTH SIDE OF WILMINGTON AVE 520' ± WEST OF FRANKLIN BOULEVARD. EXISTING CIRCUIT NO. 65 W LED TRANSFERRED TO SERVICE #2815* 65 W LED TO BE REMOVED 100 W MAST ARM 150 W INCANDESCENT 175 W POST TOP 175 W MAST ARM 200 W INCANDESCENT 400 W MAST ARM CIRCUIT TOTAL 1 - - - 8 - 1 5 - 14 2 - - - 7 1 - 6 - 14
3 - - 6 - 12 - - - 18
4 - - 4 - 11 - - - 15
5 3 - - - 1 - - 3 76 3 1 - - 1 - - 3 8 TOTAL
6 1 10 15 26 1 11 6 76 *SEE SHEET E-13 FOR SERVICE #2815 LUMINAIRE SCHEDULE. BID CONFORM SET 6/28/24 1 2
1 2
4 4 3
3 4
∅3(49)
∅3(50)BIKE
∅
8(51)
∅
8(55)BIKE
∅
4(63)BIKE
∅
4(59)
∅
7(58)BIKE
∅
7(57)
∅
7(58)BIKE
∅
7(57)
∅ BIKE
∅1
1(34)
(33)
∅ BIKE
∅6
6(39)
(35)
∅ BIKE
∅6
6(39)
(35)
∅ BIKE
∅5
5(42)
(41)
∅ BIKE
∅5
5(42)
(41)
∅ BIKE
∅2
2(47)
(43)
∅ BIKE
∅2
2(47)
(43)
∅ BIKE
∅2
2(47)
(43)
∅
8(55)BIKE
∅
4(63)BIKE R/WR/W ø3 ø3 ø7 ø7 ø8 ø8ø8ø8 ø4 ø4 ø4 ø4 ø5 ø5 ø2 ø2 ø2 ø2 ø6 ø6 ø6 ø6 ø1 ø1 ø2P ø4P ø4P ø6P ø6P ø8P ø2P ø8P J
L
1 1
2 2
7 7
7 8
R/W sp
R/W 18 18 21 250' TO LIMIT LINE
B

COUNTY OF SACRAMENTO

CITY OF SACRAMENTO COUNTY OF SACRAMENTO CITY OF SACRAMENTO f
c
a
1 2 ø4(25) 26
1 3
4 ø2P APS ø8P APS 3
3 5
3 6 STA. 45+94.0' OFFSET 52.9' LEFT STA. 45+35.2' OFFSET 55.2' LEFT STA. 45+47.4' OFFSET 45.6' RIGHT STA. 46+73.4' OFFSET 38.7' RIGHT 17 STA. 46+8.7' OFFSET 41.3' RIGHT 21 21 18 17 9 9 10 10 10 10 10
1 2
3 4
5 10
9 8
7 6 17 17 17 17 11 12 13 20 24 ø6P APS 17 ø6P APS 22 ø2P APS 24 20 17 ø4P APS 24 24 ø8P APS ø4P APS 24 25 19 27 27 23 23 17 e
H
g
d
M
I
K 29 29 29
7 STA. 46+37.5' OFFSET 43.1' LEFT R/W R/W
R/W
R/W 15 17 31 30 31 31 31 18 21 18 21 16 16 16 16
4 18 21 18 21 18 21 14 28 14 14 14 18 21 28 32 32
4 R/W
6 R/W 13 20 20 29 16 sp
R/W 11 12 16 16
2 6
9 16 11 11 16 16
CLEAR
KEEP
CLEAR
KEEP
4 R/W
R/W
ø6(22)
ø6(21)
250' TO

LIMIT LINE
6 13 20 29 16
2 616 11 11 R/W R/Wø8(29) 300' TO LIMIT LINE ø8(30) 16
R/W
R/W
ø2(17)
ø2(18)
250' TO

LIMIT LINE

COUNTY OF SACRAMENTO
CITY OF SACRAMENTO 16 11 PROJECT NOTES (THIS SHEET AND SHEET E-7 ONLY):

N EXISTING TYPE R CABINET AND ATC eX NEMA CONTROLLER ASSEMBLY TO REMAIN. INSTALL VISION COMM. MANAGER AND APS CONTROLLER IN CABINET. MODIFY EXISTING CONTROLLER ASSEMBLY TO PROVIDE PROPOSED SIGNAL PHASING. LAND (1) 12-STRAND SMFO IN EXISTING FPP. EXISTING METERED SERVICE PEDESTAL TO REMAIN. SERVICE #647. REMOVE EXISTING VIDEO DETECTION CAMERA. FURNISH AND INSTALL ECONOLITE VISION VIDEO DETECTION CAMERA ON SIGNAL MAST ARM PER CITY STANDARD DETAILS E-200, E-210, AND E-220. REMOVE EXISTING CCTV CAMERA. FURNISH AND INSTALL AXIS P3737-PLE CAMERA ON LUMINAIRE MAST ARM. SEE SHEET E-7 FOR LIST OF REQUIRED EQUIPMENT. SEE CAMERA PARAPET MOUNT DETAIL ON SHEET E-1. EXISTING POLICE AND UTILITY METER EQUIPMENT TO REMAIN. EXISTING STREET LIGHT TO REMAIN. FURNISH AND INSTALL ORNAMENTAL STREET LIGHT STANDARD AND FOUNDATION PER CITY OF SACRAMENTO STANDARD DRAWINGS E-40 AND E-60. FURNISH AND INSTALL 30' CALTRANS TYPE 15 STREET LIGHT STANDARD WITH 8' LUMINAIRE MAST ARM AND FOUNDATION. EXISTING 2"C, 2#6 (street ltg), 1#10 G. REMOVE EXISTING 2 dlc. REMOVE EXISTING 1#10 G AND PLACE 1#6 G. EXISTING 2"C, 3#6 (street ltg), 1#10 G. REMOVE EXISTING 1-12 smfo. REMOVE EXISTING 1#10 G AND PLACE 1#6 G. EXISTING 2"C, 2#8 (street ltg), 1#10 G. PLACE 2#6 (STREET LTG). REMOVE EXISTING 2#8 (street ltg). REMOVE EXISTING 1#10 G AND PLACE 1#6 G. EXISTING 2"C, 2#6 (controller), 3#6 (safety ltg), 1#10 G. EXISTING CONDUIT, CONDUCTORS, AND EQUIPMENT TO REMAIN. EXISTING 2"C, 2#6 (street ltg), 1#10 G. PLACE 1#6 (STREET LTG). REMOVE EXISTING 1#10 G AND PLACE 1#6 G. ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS. PLACE 2"C, 2 DLC, 1#10 G. INSTALL CONDUIT IN EXISTING PULL BOX. CONNECT NEW AND EXISTING CONDUIT. REMOVE EXISTING CONDUCTORS AND INSTALL CONDUCTORS AS INDICATED. EQUIPMENT OR MATERIAL TO BE REMOVED. SALVAGE SIGNAL MAST ARM POLES, 12" TRAFFIC SIGNAL HEADS, EVP DETECTORS AND VIDEO DETECTION CAMERAS TO THE CITY CORPORATION YARD. ALL OTHER REMOVED EQUIPMENT TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED. EXISTING 2"C, 3#6 (street ltg), 1#10 G. REMOVE EXISTING 1#10 G AND PLACE 1#6 G. SPLICE NEW TO EXISTING CONDUCTORS. INSTALL APS EXTENSION WITH POLARA iNS-90DEGADPTR UNIVERSAL 90 DEGREE ADAPTER, OR EQUAL. PLACE 2"C, 1 DLC, 1#10 G. INSTALL APS EXTENSION FOR MAXIMUM SIDE REACH OF 10". EXISTING GPS EVP RADIO TO REMAIN. FURNISH AND INSTALL 30' CALTRANS TYPE 15 STREET LIGHT STANDARD WITH 10' LUMINAIRE MAST ARM AND FOUNDATION. PLACE (1) CORNING 12-STRAND 012ZU4-T4F22D20 SMFO IN EXISTING (FIRE ALARM) CONDUIT. 12345678910111213 1415161718192021222324252627 GRAPHIC SCALE 20 0 1"=20' 20 40 1013 Galleria Blvd Roseville, CA 95678 Suite 255 (916) 773-1900 PLOT DATE: Jun 26, 2024-03:40:55pm CAD FILE: 3536.01-TS.dwg IMPROVEMENT PLANS FOR FRANKLIN BLVD COMPLETE STREET PN T15165500
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BUnderground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG JOHN MATOBA, P.E. E-16605 CITY OF SACRAMENTO SENIOR ELECTRICAL ENGINEER ACCEPTEDBY: DATE 62461 9/30/25 B. SITU 06/26/24 K. BAUMGARTNER 06/26/24 06/26/24 E-6 158 172 1"=20' N/A FRANKLIN BLVD & FRUITRIDGE AVE TRAFFIC SIGNAL PLAN

FRUITRIDGE AVE FRANKLIN BLVD
MATCHLINE - SEE SHEET E-2

MATCHLINE - SEE BELOW RIGHT

MATCHLINE - SEE ABOVE LEFT

MATCHLINE - SEE BELOW RIGHT

MATCHLINE - SEE ABOVE LEFT
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4 PED
RING 2 RING 1 PED
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6PHASE DIAGRAM K. CALIA 62461 15 ex. loops, conduit, handhole 15 ex. loops, conduit, handhole 2 PLACE 2"C, 3#6 (STREET LTG), 1#6 G. EXISTING SAC PD FIBER OPTIC CONDUIT AND CABLE TO REMAIN. PLACE 3"C, 1-12 SMFO, 1#10G. EXISTING EMPTY FIRE ALARM CONDUIT PLACE 2"C, 2#6 (STREET LTG), 1#6 G. 2829303132 DESIGN SPEED FRANKLIN BLVD (NORTH LEG) = 40 MPH FRANKLIN BLVD (SOUTH LEG) = 45 MPH FRUITRIDGE AVE = 40 MPH 16 AS-BUILTS REFERENCED E-4018a, E-4018b, E-4018c, E-2718A, E-2668 BID CONFORM SET 6/28/24 POLE SCHEDULE POLE STANDARD POLE HEIGHT VEH. SIGNAL PED. SIGNAL APS MAST ARM LENGTH NOTES Ø TYPE SEC MTG Ø TYPE MTG Ø ARROW TRA. SIG. ST. LTNG. (29-5-100) (30') (3) (1w3L) (A) (mat) (8) (c/d) (sp-1-t) - - (50') (12') REMOVE EXISTING PEDESTRIAN PUSH BUTTON. INSTALL VIDEO DETECTION CAMERA ON SIGNAL MAST ARM. INSTALL CCTV ON LUMINAIRE MAST ARM. (8) (1w3L) (12") (mas) (8) (1w3L) (12") (mas) (8) (1w3L) (12") (sv-1-t) 15TS 30' 1 1W3L A SV-2-TA 2 C/D SP-1-T - - - 12' 2 1W3L 12" (29-5-100) (30') (1) (1w3L) (A) (mat) - - - - - (50') (12') REMOVE EXISTING PEDESTRIAN PUSH BUTTON. INSTALL VIDEO DETECTION CAMERA ON SIGNAL MAST ARM. (6) (1w3L) (12") (mas) (6) (1w3L) (12") (mas) (6) (1w3L) (12") (sv-1-t) (1-b) (10') (7) (1w3L) (A) (tv-2-t) (6) (c/d) (sp-2-t) 6 RIGHT - - REMOVE EXISTING PEDESTRIAN PUSH BUTTONS AND INSTALL NEW APS UNIT. INSTALL APS EXTENSION FOR MAXIMUM SIDE REACH OF 10". (8) (1w3L) (12") (8) (c/d) (29-5-100) (30') (7) (1w3L) (A) (mas) (6) (c/d) (sp-1-t) 6 LEFT (50') (12') REMOVE EXISTING PEDESTRIAN PUSH BUTTON AND INSTALL NEW APS UNIT. INSTALL APS EXTENSION WITH 90 DEGREE ADAPTER. INSTALL VIDEO DETECTION CAMERA ON SIGNAL MAST ARM. (4) (1w3L) (12") (mas) (4) (1w3L) (12") (mas) (4) (1w3L) (12") (sv-1-t) (29-5-100) (30') (5) (1w3L) (A) (mat) - - - - - (45') (12') REMOVE EXISTING PEDESTRIAN PUSH BUTTON. INSTALL VIDEO DETECTION CAMERA ON SIGNAL MAST ARM. (2) (1w3L) (12") (mas) (2) (1w3L) (12") (mas) (2) (1w3L) (12") (sv-1-t) (1-b) (10') (3) (1w3L) (A) (tv-2-t) (2) (c/d) (sp-2-t) 2 RIGHT - - REMOVE EXISTING PEDESTRIAN PUSH BUTTONS AND INSTALL NEW APS UNIT. INSTALL APS EXTENSION FOR MAXIMUM SIDE REACH OF 10". (4) (1w3L) (12") (4) (c/d) TYPE 2 POST * - - - - - - - 2 LEFT - - 8 RIGHT TYPE 2 POST * - - - - - - - 8 LEFT - - INSTALL APS EXTENSION FOR MAXIMUM SIDE REACH OF 10". 15 30' - - - - - - - - 12' 15TS 30' 5 1W3L A SV-2-TA 4 C/D SP-1-T 4 RIGHT - 12' INSTALL APS EXTENSION FOR MAXIMUM SIDE REACH OF 10". 6 1W3L 12" 15 30' - - - - - - - - - - 12' TYPE 2 POST * - - - - - - - 4 LEFT - - INSTALL APS EXTENSION FOR MAXIMUM SIDE REACH OF 10". NOTE: REFER TO 2023 CALTRANS STANDARD PLANS FOR TRAFFIC SIGNAL AND STREET LIGHTING POLE TYPES PER CITY DIRECTION. 'A' INDICATES ALL 12" ARROW HEAD SECTION. 'C/D' INDICATES LED PEDESTRIAN SIGNAL WITH COUNTDOWN TIMER. '*' TYPE 2 POSTS SHALL BE TRIMMED 3" ABOVE APS UNIT WITH BUTTON 42" ABOVE LEVEL LANDING AREA. EXISTING EQUIPMENT TO REMAIN IS SHOWN IN (parentheses). CONTRACTOR SHALL FURNISH AND INSTALL ALL OTHER ITEMS IN POLE SCHEDULE. ALL NEW PEDESTRIAN PUSH BUTTONS SHALL BE POLARA APS, OR CITY-APPROVED EQUIVALENT. aBcdefgHIJKLM 1013 Galleria Blvd Roseville, CA 95678 Suite 255 (916) 773-1900 PLOT DATE: Jun 26, 2024-03:40:57pm CAD FILE: 3536.01-TS.dwg IMPROVEMENT PLANS FOR FRANKLIN BLVD COMPLETE STREET PN T15165500 CALL GI D OU EFORE Y BUnderground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG JOHN MATOBA, P.E. E-16605 CITY OF SACRAMENTO SENIOR ELECTRICAL ENGINEER ACCEPTEDBY: DATE 62461 9/30/25 B. SITU 06/26/24 K. BAUMGARTNER 06/26/24 06/26/24 E-7 159 172 1"=20' N/A FRANKLIN BLVD & FRUITRIDGE AVE TRAFFIC SIGNAL PLAN CONDUCTOR SCHEDULE CONDUIT RUN CONDUIT SIZE EX. 2"C EX. 3"C EX. 2"C EX. 2"C EX. 3"C EX. 2-4"C EX. 3"C EX. 3"C EX. 2"C EX. 2"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 VEH. SIG. ∅1 3 3 3 3 VEH. SIG. ∅2 3 3 6 3 VEH. SIG. ∅3 3 3 6 VEH. SIG. ∅4 3 3 3 3 VEH. SIG. ∅5 3 3 3 3 3 VEH. SIG. ∅6 3 3 3 6 3 3 3 VEH. SIG. ∅7 3 3 6 3 3 3 VEH. SIG. ∅8 6 3 3 3 PED. SIG. ∅2 2 2 4 2 PED. SIG. ∅4 2 2 2 2 2 PED. SIG. ∅6 2 2 4 2 2 2 PED. SIG. ∅8 2 2 2 2 APS ∅2 2 2 4 2 APS ∅4 2 2 2 4 4 APS ∅6 2 2 4 2 2 2 APS ∅8 4 4 2 2 SPARES 3 3 3 3 3 6 3 3 3 3 SIG. NEUTRAL 1 1 1 1 1 2 1 1 1 1 CONTROLLER POWER 2 2 2 2 LIGHTING CIRCUIT 1 1 1 1 1 1 1 LIGHTING CIRCUIT 2 1 1 1 1 1 LIGHTING COMMON 1 1 1 1 1 1 1 GROUND + 1 1 1 1 1 1 1 1 1 1 12-SMFO 1 CCTV CAMERA 1 CCTV CAMERA POWER 1 VIDEO DETECTION 1 1 2 4 1 1 1 EVUC 1 DLC ∅2 2 2 DLC ∅4 1 1 DLC ∅6 2 2 2 2 DLC ∅8 2 2 2 TOTAL CONDUCTORS 2 2 13 2 2 2 23 3 2 2 9 1 0 2 17 0 3 2 35 5 2 3 73 15 5 2 32 5 5 2 23 3 0 2 17 0 5 2 9 1 PERCENT FILL 19 13 15 13 20 12 21 16 12 22 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. 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 TRAFFIC SIGNAL REMOVAL DETAIL SCALE: 1"=30' EQUIPMENT SHOWN IN BOLD IS TO BE REMOVED. 1-b 19 19 1-b LUMINAIRE SCHEDULE (TRAFFIC SIGNAL) EXISTING METERED SERVICE PEDESTAL NO. 647 IS LOCATED ON THE SOUTH SIDE OF FRUITRIDGE ROAD 180' ± EAST OF THE CENTERLINE OF FRANKLIN BOULEVARD. CIRCUIT NO. EXISTING 65 W LED TRANSFERRED TO SERVICE #2825* EXISTING 65 W LED TO BE REMOVED EXISTING 110 W LED MAST ARM NEW 110 W LED MAST ARM CIRCUIT TOTAL 1 2 1 2 1 3 2 6 - 2 1 3 TOTAL 8 1 4 2 6 MAST ARM LUMINAIRES SHALL BE 110 W EQUIV. [ESU F A01 3M 032 40 M 105]. ONLY INTERSECTION SAFETY LIGHTING LISTED ABOVE. POLES 'J' AND 'L' SHALL BE INCLUDED IN STREET LIGHTING CIRCUITS. SEE STREET LIGHTING LUMINAIRE SCHEDULE ON SHEET E-2. *SEE SHEET E-2 FOR SERVICE #2825 LUMINAIRE SCHEDULE. 19 vid det camera 19 vid det camera 19 vid det camera vid det camera 19 cctv 19 FRUITRIDGE AVE FRANKLIN BLVD 15 15 K. CALIA 62461 N 19 ppb ppb 19 19 (2) ppb ppb 19 19 ppb (2) ppb 19 19 evp evp 19 19 evp evp 19 CCTV CAMERA EQUIPMENT QTY. DESCRIPTION PART # MANUFACTURER NOTE 1 AXIS NETWORK CCTV WITH POE INJECTOR P3737-PLE AXIS INSTALL AND TEST 1 AXIS PARAPET MOUNT TQ6501-E AXIS INSTALL 1 AXIS CAMERA HANGER T94N01D AXIS INSTALL 1 PELCO SMA/LMA MOUNT AB3034 1.5" NPS PELCO INSTALL SEE PLAN BELDEN OUTCOOR CAT6 CABLE 7927A BELDEN INSTALL 4 AXIS PUSHPULL CONNECTOR 39680R AXIS INSTALL AND TEST 2 1 METER CAT6 PATCH CABLE INSTALL CONTRACTOR TO PROVIDE ALL EQUIPMENT OR APPROVED EQUAL. APPROVAL SHALL BE BY SIGNAL OPERATION STAFF. BID CONFORM SET 6/28/24 LB LB 2 2 1 3 3 4 ∅4(63)BIKE ∅4(59) ∅3(49) ∅3(50)BIKE ∅8(51) ∅8(55)BIKE ∅ BIKE ∅6 6(39) (35) ∅4(63)BIKE ∅ BIKE 6(39) ∅8(55)BIKE 7 7 7 R/W
R/W b e g h ø3ø8ø8 ø8 ø3 ø4 ø4ø4 ø6 ø6 ø6 ø6 sp ø4P ø6P ø4P ø6P J 21 19 ex. loops, conduit, and handhole 19 ex. loop, conduit, and handhole 27 STA. 57+13.7' OFFSET 28.2' LEFT STA. 57+56.2' OFFSET 38.6' RIGHT STA. 59+99.2 OFFSET 31.7' LEFT 12 3 4 3 ø6P BPB 25 ABO(ø6) 5 6 9 ABO(ø6) 6 248 21 22 19 10 11 11 19 14 19 15 1 2 2" 3 4 5 6 7 16 18 17 21 21 41 26 29 27 27 27 30 ø4P APS 31 33 ø4P APS 33 ø6P APS 32 ø6P APS 34 F i A C D 35 35 37 37 37 37 13 24 38 38 38 39 28 22 35 36 36 36 1 21 29 21 37 37 37 21 6 13 R/WR/W ø6(21) 17 230' TO LIMIT LINE ø8(29) R/W R/W 29 250' TO LIMIT LINE ø4(25) R/W R/W 29 PROJECT NOTES (THIS SHEET ONLY): N EXISTING TYPE R CABINET AND ATC eX NEMA CONTROLLER ASSEMBLY TO REMAIN. INSTALL VISION COMM. MANAGER AND APS CONTROLLER IN CABINET. MODIFY EXISTING CONTROLLER ASSEMBLY TO PROVIDE PROPOSED SIGNAL PHASING. LAND (2) 12-STRAND SMFO IN EXISTING FPP. EXISTING METERED SERVICE PEDESTAL TO REMAIN. SERVICE #762. FURNISH AND INSTALL ECONOLITE VISION VIDEO DETECTION CAMERA ON SIGNAL MAST ARM PER CITY STANDARD DETAILS E-200, E-210, AND E-220. FURNISH AND INSTALL AXIS P3737-PLE CAMERA ON LUMINAIRE MAST ARM. SEE SHEET E-9 FOR LIST OF REQUIRED EQUIPMENT. SEE CAMERA PARAPET MOUNT DETAIL ON SHEET E-1. INSTALL R3-1 ACTIVATED BLANK-OUT SIGN. MOUNT ABO SIGN WITH SIGNAL HEAD PER DETAIL 'B' ON SHEET E-1. INSTALL 4-SECTION VEHICLE SIGNAL HEAD PER DETAIL 'A' ON SHEET E-1. FURNISH AND INSTALL ORNAMENTAL STREET LIGHT STANDARD AND FOUNDATION PER CITY OF SACRAMENTO STANDARD DRAWINGS E-40 AND E-60. EXISTING STREET LIGHT TO REMAIN. INSTALL R3-1 ACTIVATED BLANK-OUT SIGN. MOUNT ABO SIGN WITH SIGNAL HEAD PER DETAIL 'C' ON SHEET E-1. EXISTING 2.5"C, 3#6 (street ltg), 1#10 G. REMOVE EXISTING 1-12 smfo. REMOVE EXISTING 1#10 G AND PLACE 1#6 G. EXISTING 2.5"C, 3#6 (street ltg), 1 dlc, 1#10 G. REMOVE EXISTING 1-12 smfo. REMOVE EXISTING 1 dlc. REMOVE EXISTING 1#10 G AND PLACE 1#6 G. NOT USED. PLACE 2"C, 5#6 (STREET LTG), 1#6 G. EXISTING 2"C, 2 dlc, 1#10 G. REMOVE EXISTING 2 dlc AND PLACE 1 DLC. EXISTING 2"C, 3#6 (street ltg), 1#10 G. REMOVE EXISTING 1-12 smfo. REMOVE EXISTING 1#10 G AND PLACE 1#6 G. EXISTING 1.5"C, 3#1 (service), 1#6 G. EXISTING 2"C, 1 dlc, 1#10 G. EXISTING 2"C, 3 dlc, 1#10 G. REMOVE 2 dlc. ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS. NOT USED. INSTALL CONDUIT IN EXISTING PULL BOX. CONNECT NEW AND EXISTING CONDUIT. EQUIPMENT OR MATERIAL TO BE REMOVED. SALVAGE SIGNAL MAST ARM POLES, 12" TRAFFIC SIGNAL HEADS, EVP DETECTORS AND VIDEO DETECTION CAMERAS TO THE CITY CORPORATION YARD. ALL OTHER REMOVED EQUIPMENT TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED. REMOVE ONE END OF LIGHTING CONDUCTORS AND REPLACE WITH NEW. SPLICE NEW TO EXISTING CONDUCTORS. FURNISH AND INSTALL ECONOLITE VISION VIDEO DETECTION CAMERA ON SIGNAL POLE. EXISTING COMM. EQUIPMENT TO REMAIN. ADD 2" RETROREFLECTIVE BORDER TO ALL BACKPLATES ON EXISTING VEHICLE SIGNALS ON POLE AND SIGNAL MAST ARM. FURNISH AND INSTALL TYPE III-AF METERED SERVICE PEDESTAL #2815 PER CITY OF SACRAMENTO DRAWINGS E-10 AND E-20 WITH THE FOLLOWING BREAKERS: - (1) 15A STREET LIGHTING (Ckt 1) - (1) 15A STREET LIGHTING (Ckt 2) - (1) 15A STREET LIGHTING (Ckt 3) - (1) 15A STREET LIGHTING (Ckt 4) - (2) 15A SPARE PLACE 2"C, 1 DLC, 1#10 G FOR REAR LOOP. EXISTING 2"C, 3#6 (safety ltg), 2#6 (controller), 3#14 (peu), 1#10 G. INSTALL APS EXTENSION FOR MAXIMUM SIDE REACH OF 10". INSTALL APS EXTENSION WITH POLARA iNS-90DEGADPTR UNIVERSAL 90 DEGREE ADAPTER, OR EQUAL. INSTALL APS POST ON CURB PER DETAIL ON SHEET E-1. INSTALL GPS EVP RADIO ON POLE. SEE SHEET E-2 FOR CONTINUATION OF STREET LIGHTING PLANS. SEE SHEET E-3 FOR CONTINUATION OF STREET LIGHTING PLANS. PLACE 2"C, 3#6 (STREET LTG), 1#6 G. PLACE (1) CORNING 12-STRAND 012ZU4-T4F22D20 SMFO IN EXISTING (FIRE ALARM) CONDUIT. INSTALL LUMINAIRE 1' ON CENTER BEHIND BACK OF WALK. CONTRACTOR SHALL COORDINATE WITH CITY FOR EXACT LOCATION BEFORE INSTALLATION. NOT USED. ADJUST PULL BOX AND COLLAR TO GRADE. INSTALL CONDUIT INTO PULL BOX. 12345678910111213141516171819 2021222324252627282930313233343536 3738394041 GRAPHIC SCALE 20 0 1"=20' 20 40 1013 Galleria Blvd Roseville, CA 95678 Suite 255 (916) 773-1900 PLOT DATE: Jun 26, 2024-03:41:03pm CAD FILE: 3536.01-TS.dwg IMPROVEMENT PLANS FOR FRANKLIN BLVD COMPLETE STREET PN T15165500 CALL GI D OU EFORE Y BUnderground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG JOHN MATOBA, P.E. E-16605 CITY OF SACRAMENTO SENIOR ELECTRICAL ENGINEER ACCEPTEDBY: DATE 62461 9/30/25 B. SITU 06/26/24 K. BAUMGARTNER 06/26/24 06/26/24 E-8 160 172 1"=20' N/A FRANKLIN BLVD & 26TH AVE TRAFFIC SIGNAL PLAN TRAFFIC SIGNAL REMOVAL DETAIL SCALE: 1"=30' EQUIPMENT SHOWN IN BOLD IS TO BE REMOVED. 23 veh signal 23 veh signal 23 veh signals veh signal 23 veh signal 23 26TH AVE FRANKLIN BLVD ∅3 ∅4 PED RING 2 RING 1 ∅8
PED ∅ R3-1 ACTIVATED BLANK-OUT SIGNS ACTIVE DURING ø6 RED 6PHASE DIAGRAM 26TH AVE FRANKLIN BLVD 19 26TH AVE K. CALIA 62461 DESIGN SPEED FRANKLIN BLVD = 40 MPH 26TH AVE = 25 MPH ex. loops, conduits, handholes 19 19 ex. loops, conduits, handholes ex. loops, conduits, handholes 23 ppb (2) 23 ppb ppb 23 evp 23 evp 23 evp 23 AS-BUILTS REFERENCED E-2592A, E-2592B, E-2718A, E-2668 BID CONFORM SET 6/28/24 1013 Galleria Blvd Roseville, CA 95678 Suite 255 (916) 773-1900 PLOT DATE: Jun 26, 2024-03:41:03pm CAD FILE: 3536.01-TS.dwg IMPROVEMENT PLANS FOR FRANKLIN BLVD COMPLETE STREET PN T15165500 CALL GI D OU EFORE Y BUnderground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG JOHN MATOBA, P.E. E-16605 CITY OF SACRAMENTO SENIOR ELECTRICAL ENGINEER ACCEPTEDBY: DATE 62461 9/30/25 B. SITU 06/26/24 K. BAUMGARTNER 06/26/24 06/26/24 E-9 161 172 1"=20' N/A FRANKLIN BLVD & 26TH AVE TRAFFIC SIGNAL PLAN POLE SCHEDULE POLE STANDARD POLE HEIGHT VEH. SIGNAL PED. SIGNAL APS MAST ARM LENGTH NOTES Ø TYPE SEC MTG Ø TYPE MTG Ø ARROW TRA. SIG. ST. LTNG. TYPE 2 POST ** - - - - - - - 4 LEFT - - INSTALL ON CURB AS SHOWN ON SHEET E-1. (15ts) (30') (3) (1w3L) (A) (sv-2-ta) (4) (c/d) (sp-2-t) - - - (8') REMOVE EXISTING PEDESTRIAN PUSH BUTTONS. REMOVE EXISTING 8" VEHICLE SIGNAL AND INSTALL NEW 12" VEHICLE SIGNAL. ADD 2" RETROREFLECTIVE BORDER TO EXISTING VEHICLE SIGNAL BACKPLATE (1). INSTALL GPS EVP RADIO ON POLE. INSTALL CCTV ON LUMINAIRE MAST ARM. 4 1W3L 12" (6) (c/d) TYPE 2 POST ** - - - - - - - 6 RIGHT - - INSTALL ON CURB AS SHOWN ON SHEET E-1. 15TS 30' - - - - - - - 6 LEFT - 12' INSTALL APS EXTENSION WITH 90 DEGREE ADAPTER. (23-4-100) (30') (3) (1w3L) (A) (mas) (6) (c/d) (sp-1-t) - - (35') - REMOVE EXISTING PEDESTRIAN PUSH BUTTON. REMOVE EXISTING 8" VEHICLE SIGNAL AND INSTALL NEW 12" VEHICLE SIGNAL. ADD 2" RETROREFLECTIVE BORDER TO EXISTING VEHICLE SIGNAL BACKPLATES (3). INSTALL VIDEO DETECTION CAMERA ON SIGNAL MAST ARM. (8) (1w3L) (12") (mas) (6) (1w3L) (12") (sv-2-ta) 8 1W3L 12" TYPE 2 POST ** - - - - - - - 6 RIGHT - - BIKE PUSH BUTTON. (15ts) (30') (6) (1w3L) (12") (sv-1-t) - - - - - - (12') REMOVE EXISTING 8" VEHICLE SIGNALS AND INSTALL NEW 12" VEHICLE SIGNAL AND 4-SECTION VEHICLE SIGNAL. *SEE MOUNTING "DETAIL C" ON SHEET E-1. ADD 2" RETROREFLECTIVE BORDER TO EXISTING VEHICLE SIGNAL BACKPLATE (1). INSTALL VIDEO DETECTION CAMERA ON POLE. 6 1W4L *** 8 1W3L 12" SV-3-TB* 6 ABO 24"X24" (18-4-100) (30') (4) (1w3L) (12") (mas) (4) (c/d) (sp-1-t) - - (30') - REMOVE EXISTING 8" VEHICLE SIGNAL AND INSTALL NEW 12" VEHICLE SIGNAL. ADD 2" RETROREFLECTIVE BORDER TO EXISTING VEHICLE SIGNAL BACKPLATE (1). INSTALL VIDEO DETECTION CAMERA ON SIGNAL MAST ARM. 4 1W3L 12" SV-1-T (15ts) (30') 6 1W4L *** SV-2-TD* - - - 4 RIGHT - (12') REMOVE EXISTING PEDESTRIAN PUSH BUTTON AND INSTALL NEW APS UNIT. REMOVE EXISTING 8" VEHICLE SIGNAL AND INSTALL NEW 4-SECTION VEHICLE SIGNAL. *SEE MOUNTING "DETAIL B" ON SHEET E-1. INSTALL APS EXTENSION FOR MAXIMUM SIDE REACH OF 10". 6 ABO 24"X24" 15 30' - - - - - - - - - - 12' NOTE: REFER TO 2023 CALTRANS STANDARD PLANS FOR TRAFFIC SIGNAL AND STREET LIGHTING POLE TYPES PER CITY DIRECTION. 'A' INDICATES ALL 12" ARROW HEAD SECTION. 'C/D' INDICATES LED PEDESTRIAN SIGNAL WITH COUNTDOWN TIMER. '**' TYPE 2 POSTS SHALL BE TRIMMED 3" ABOVE APS UNIT WITH BUTTON 42" ABOVE LEVEL LANDING AREA. '***' INDICATES 4-SECTION SIGNAL (12" RED, RED ARROW, YELLOW, & GREEN SECTIONS) EXISTING EQUIPMENT TO REMAIN IS SHOWN IN (parentheses). CONTRACTOR SHALL FURNISH AND INSTALL ALL OTHER ITEMS IN POLE SCHEDULE. ALL NEW PEDESTRIAN PUSH BUTTONS SHALL BE POLARA APS, OR CITY-APPROVED EQUIVALENT. AbCDeFghiJ LUMINAIRE SCHEDULE (TRAFFIC SIGNAL) EXISTING METERED SERVICE PEDESTAL NO. 762 IS LOCATED ON THE NORTH SIDE OF 26TH AVE 86' ± WEST OF THE CENTERLINE OF FRANKLIN BOULEVARD. CIRCUIT NO. EXISTING 65 W LED TRANSFERRED TO SERVICE #2815 EXISTING 65 W LED TO BE REMOVED EXISTING 110 W LED MAST ARM CIRCUIT TOTAL 1 - 4 2 2 2 4 1 1 1 3 - 2 - - 4 1 2 - - TOTAL 5 9 3 3 MAST ARM LUMINAIRES SHALL BE 110 W EQUIV. [ESU F A01 3M 032 40 M 105]. ONLY INTERSECTION SAFETY LIGHTING LISTED ABOVE. POLES 'D' AND 'J' SHALL BE INCLUDED IN STREET LIGHTING CIRCUITS. SEE STREET LIGHTING LUMINAIRE SCHEDULE ON THIS SHEET. K. CALIA 62461 CONDUCTOR SCHEDULE CONDUIT RUN CONDUIT SIZE EX. 2.5"C 2"C EX. 3"C EX. 3"C 2"C EX. 3"C EX. 2-2.5"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 VEH. SIG. ∅3 3 3 3 VEH. SIG. ∅4 3 3 3 VEH. SIG. ∅6 3 3 3 3 3 VEH. SIG. ∅8 3 3 3 3 ABO ∅6 1 1 1 2 2 PED. SIG. ∅4 2 2 2 PED. SIG. ∅6 2 2 2 APS ∅4 2 4 4 APS ∅6 2 2 2 4 4 BPB ∅6 2 2 2 SPARES 3 3 3 3 3 3 3 SIG. NEUTRAL 1 1 1 1 1 1 1 CONTROLLER POWER 2 LIGHTING CIRCUIT 1 1 1 LIGHTING CIRCUIT 2 1 1 1 LIGHTING COMMON 1 1 1 1 GROUND + 1 1 1 1 1 1 1 12 SMFO 2 2 2 CCTV CAMERA 1 1 CCTV CAMERA POWER 1 1 VIDEO DETECTION 1 2 1 3 3 EVUC 1 1 DLC ∅4 1 1 DLC ∅6 1 1 1 DLC ∅8 1 1 1 1 TOTAL CONDUCTORS 2 2 10 2 0 2 5 0 2 2 19 5 2 2 14 2 0 2 5 0 3 2 31 11 2 2 31 11 PERCENT FILL 13 5 17 9 5 28 21 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. 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 CCTV CAMERA EQUIPMENT QTY. DESCRIPTION PART # MANUFACTURER NOTE 1 AXIS NETWORK CCTV WITH POE INJECTOR P3737-PLE AXIS INSTALL AND TEST 1 AXIS PARAPET MOUNT TQ6501-E AXIS INSTALL 1 AXIS CAMERA HANGER T94N01D AXIS INSTALL 1 PELCO SMA/LMA MOUNT AB3034 1.5" NPS PELCO INSTALL SEE PLAN BELDEN OUTCOOR CAT6 CABLE 7927A BELDEN INSTALL 4 AXIS PUSHPULL CONNECTOR 39680R AXIS INSTALL AND TEST 2 1 METER CAT6 PATCH CABLE INSTALL CONTRACTOR TO PROVIDE ALL EQUIPMENT OR APPROVED EQUAL. APPROVAL SHALL BE BY SIGNAL OPERATION STAFF. LUMINAIRE SCHEDULE (STREET LIGHTING) NEW SERVICE NO. 2815 IS LOCATED ON THE NORTHWEST CORNER OF 26TH AVE & FRANKLIN BLVD. CIRCUIT NO. EX. 65 W MAST ARM TRANSFERRED FROM SERVICE #762 NEW 110 WATT MAST ARM NEW 34 WATT ORNAMENTAL STREET LIGHT CIRCUIT TOTAL 1 - - 8 8 2 4 9 - 13 3 - - 11 11 4 1 9 - 10 TOTAL 5 18 19 42 NEW 110W MAST ARM LUMINAIRES SHALL BE [ESU F A01 3M 032 40 M 105] OR CITY-APPROVED EQUIVALENT. NEW 34W ORNAMENTAL LUMINAIRES SHALL BE [CREE DPT A SB FR A 30K UL UF]. FOR STREET LIGHTING SERVICE: 2815 SMUD SN: 32322231 SMUD DESIGNER: Darrel Doll TEL: 916-732-6093 EMAIL: [email protected] BID CONFORM SET 6/28/24 3 4 3 3 4 2 1 1 2 4 4 4 4 4 6 5 a R/W R/W R/WR/W
R/W
R/W
R/W
R/W ø8ø8ø8 ø4 ø4 ø4 ø2P ø2P 18 18 d STA. 70+6.1' OFFSET 38.3' LEFT STA. 68+55.5' OFFSET 38.8' LEFT STA. 67+90.9' OFFSET 38.9' LEFT STA. 69+45.4' OFFSET 38.1' LEFT STA. 68+69.6' OFFSET 64.5' LEFT STA. 68+87.9' OFFSET 31.4' RIGHT STA. 69+97.0' OFFSET 60.0' RIGHT 12 3 ø2P BPB STA. 68+12.1' OFFSET 32.6' RIGHT STA. 70+36.4' OFFSET 32.2' RIGHT 15 15 15 7 7 7 13 13 13 13 13 9 9 1713 15 1 2 3 41011 19 19 19 19 15 ø2P APS 20 21 ø2P APS C B 17 5 17 22 E 25 18 24 24 24 24 16 16 16 8 8 8 8 24 1 2 PROJECT NOTES (THIS SHEET ONLY): N EXISTING TYPE 332 CABINET AND ATC eX 2070 CONTROLLER ASSEMBLY TO REMAIN. INSTALL APS CONTROLLER IN CABINET. MODIFY EXISTING CONTROLLER ASSEMBLY TO PROVIDE PROPOSED SIGNAL PHASING. EXISTING METERED SERVICE PEDESTAL TO REMAIN. SERVICE #2439. FURNISH AND INSTALL AXIS P3737-PLE CAMERA ON LUMINAIRE MAST ARM. SEE SCHEDULE ON THIS SHEET FOR LIST OF REQUIRED EQUIPMENT. SEE CAMERA PARAPET MOUNT DETAIL ON SHEET E-1. FURNISH AND INSTALL ORNAMENTAL STREET LIGHT STANDARD AND FOUNDATION PER CITY OF SACRAMENTO STANDARD DRAWINGS E-40 AND E-60. FURNISH AND INSTALL 30' CALTRANS TYPE 15 STREET LIGHT STANDARD WITH 6' LUMINAIRE MAST ARM AND FOUNDATION. FURNISH AND INSTALL 30' CALTRANS TYPE 15 STREET LIGHT STANDARD WITH 12' LUMINAIRE MAST ARM AND FOUNDATION. EXISTING 2"C, 3#6 (street ltg), 1#10 G. REMOVE EXISTING 1-12 smfo. REMOVE EXISTING 1#10 G AND PLACE 1#6 G. INSTALL LUMINAIRE 1' ON CENTER BEHIND BACK OF WALK. CONTRACTOR SHALL COORDINATE WITH CITY FOR EXACT LOCATION BEFORE INSTALLATION. PLACE 2"C, 2#6 (STREET LTG), 1#6 G. EXISTING 3"C, 3#1 (service), 1#6 G. EXISTING 3"C, 2#6 (controller), 3#6 (safety ltg), 1#10 G. NOT USED. ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS. NOT USED. INSTALL CONDUIT IN EXISTING PULL BOX. PLACE (1) CORNING 12-STRAND 012ZU4-T4F22D20 SMFO IN EXISTING (FIRE ALARM) CONDUIT. EQUIPMENT OR MATERIAL TO BE REMOVED. SALVAGE SIGNAL MAST ARM POLES, 12" TRAFFIC SIGNAL HEADS, EVP DETECTORS AND VIDEO DETECTION CAMERAS TO THE CITY CORPORATION YARD. ALL OTHER REMOVED EQUIPMENT TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED. REMOVE ONE END OF LIGHTING CONDUCTORS AND REPLACE WITH NEW. SPLICE NEW TO EXISTING CONDUCTORS. EXISTING 3-SECTION PEDESTRIAN HYBRID BEACON SIGNAL HEAD PER DETAIL 'A' ON THIS SHEET. INSTALL APS EXTENSION FOR MAXIMUM SIDE REACH OF 10". INSTALL APS POST ON CURB PER DETAIL ON SHEET E-1. FURNISH AND INSTALL 30' CALTRANS TYPE 15 STREET LIGHT STANDARD WITH 8' LUMINAIRE MAST ARM AND FOUNDATION. NOT USED. PLACE 2"C, 3#6 (STREET LTG), 1#6 G. CONNECT NEW AND EXISTING CONDUIT. 12345678910111213141516171819202122232425 GRAPHIC SCALE 20 0 1"=20' 20 40 1013 Galleria Blvd Roseville, CA 95678 Suite 255 (916) 773-1900 PLOT DATE: Jun 26, 2024-03:41:05pm CAD FILE: 3536.01-TS.dwg IMPROVEMENT PLANS FOR FRANKLIN BLVD COMPLETE STREET PN T15165500 CALL GI D OU EFORE Y BUnderground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG JOHN MATOBA, P.E. E-16605 CITY OF SACRAMENTO SENIOR ELECTRICAL ENGINEER ACCEPTEDBY: DATE 62461 9/30/25 B. SITU 06/26/24 K. BAUMGARTNER 06/26/24 06/26/24 E-10 162 172 1"=20' N/A FRANKLIN BLVD & ATLAS AVE / 23RD AVE PEDESTRIAN HYBRID BEACON PLAN

ATLAS AVE FRANKLIN BLVD
RING 2 RING 1
PED ∅2 ∅8∅4
MATCHLINE - SEE SHEET E-3
MATCHLINE - SEE SHEET E-4
23RD AVE POLE SCHEDULE POLE STANDARD POLE HEIGHT VEH. SIGNAL PED. SIGNAL APS MAST ARM LENGTH NOTES Ø TYPE SEC MTG Ø TYPE MTG Ø ARROW TRA. SIG. ST. LTNG. (26-3-100) (30') (8) (2w2L) (P) (mas-3a) (8) (2w2L) (P) (mas-3a) - - - - - (40') (12') INSTALL CCTV ON LUMINAIRE MAST ARM. (8) (2w2L) (P) (sv-1-t) 1-B 7' - - - - 2 C/D TP-1-T 2 LEFT - - INSTALL APS EXTENSION FOR MAXIMUM SIDE REACH OF 10". TYPE 2 POST * - - - - - - - 2 RIGHT - - BIKE PUSH BUTTON. (26-3-100) (30') (4) (2w2L) (P) (mas-3a) (4) (2w2L) (P) (mas-3a) (2) (c/d) (sp-1-t) - - (40') (12') REMOVE EXISTING PEDESTRIAN PUSH BUTTON. (4) (2w2L) (P) (sv-1-t) TYPE 2 POST * - - - - - - - 2 RIGHT - - INSTALL ON CURB AS SHOWN ON SHEET E-1. NOTE: REFER TO 2023 CALTRANS STANDARD PLANS FOR TRAFFIC SIGNAL AND STREET LIGHTING POLE TYPES PER CITY DIRECTION. 'P' INDICATES 3-SECTION PEDESTRIAN HYBRID BEACON (PHB) SIGNAL. 'C/D' INDICATES LED PEDESTRIAN SIGNAL WITH COUNTDOWN TIMER. '*' TYPE 2 POSTS SHALL BE TRIMMED 3" ABOVE APS UNIT WITH BUTTON 42" ABOVE LEVEL LANDING AREA. EXISTING EQUIPMENT TO REMAIN IS SHOWN IN (parentheses). CONTRACTOR SHALL FURNISH AND INSTALL ALL OTHER ITEMS IN POLE SCHEDULE. ALL NEW PEDESTRIAN PUSH BUTTONS SHALL BE POLARA APS, OR CITY-APPROVED EQUIVALENT. aBCdE PHASE DIAGRAM K. CALIA 62461 CONDUCTOR SCHEDULE CONDUIT RUN CONDUIT SIZE EX. 3"C 3"C EX. 3"C EX. 3"C CONDUCTORS 6 10 14 OTH 6 10 14 OTH 6 10 14 OTH 6 10 14 OTH VEH. SIG. ∅4 3 3 3 VEH. SIG. ∅8 3 3 PED. SIG. ∅2 2 2 2 2 APS ∅2 2 2 4 4 BPB ∅2 2 2 2 SPARES 3 3 3 SIG. NEUTRAL 1 1 1 1 CONTROLLER POWER 2 LIGHTING CIRCUIT 1 1 LIGHTING CIRCUIT 2 1 1 LIGHTING COMMON 1 1 GROUND + 1 1 1 1 CCTV CAMERA 1 1 CCTV CAMERA POWER 1 1 TOTAL CONDUCTORS 2 2 7 0 0 2 9 0 3 2 17 2 2 2 17 2 PERCENT FILL 5 4 11 10 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. CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS PER CONDUCTOR SCHEDULE. CONTRACTOR SHALL REMOVE EX. CONDUCTORS NOT SHOWN TO REMAIN. 1 2 3 4 LUMINAIRE SCHEDULE (TRAFFIC SIGNAL) EXISTING METERED SERVICE PEDESTAL NO. 2439 IS LOCATED ON THE SOUTH SIDE OF 23RD AVE 65' ± EAST OF THE CENTERLINE OF FRANKLIN BOULEVARD. CIRCUIT NO. EXISTING 110 W LED MAST ARM CIRCUIT TOTAL 1 1 1 2 1 1 TOTAL 2 MAST ARM LUMINAIRES SHALL BE 110 W EQUIV. [ESU F A01 3M 032 40 M 105]. ONLY INTERSECTION SAFETY LIGHTING LISTED ABOVE. SEE STREET LIGHTING PLANS FOR STREET LIGHTING INFORMATION. FY SY SR SR SR SR FR FR 15 PHASES 4 & 8 PHASES 4 & 8 PHASES 4 & 8 PHASES 4 & 8 PHASES 4 & 8 PHASE 2 PHASE 2 PHASE 2 PHASE 2 PHASE 2 PHASE 2 DARK UNTIL ACTUATED FLASHING YELLOW STEADY YELLOW RED CLEARANCE STEADY RED ALTERNATING FLASHING RED LEGEND: FY = FLASHING YELLOW SY = STEADY YELLOW FR = ALTERNATING FLASHING RED SR = STEADY RED UPRAISED HAND UPRAISED HAND UPRAISED HAND UPRAISED HAND WALKING PERSON FLASHING UPRAISED HAND & COUNTDOWN PEDESTRIAN HYBRID BEACON SEQUENCE R Y R DETAIL 'A' NO SCALE 12" SECTIONS (TYP.) DESIGN SPEED FRANKLIN BLVD = 40 MPH ATLAS AVE = 25 MPH 23RD AVE = 25 MPH CCTV CAMERA EQUIPMENT QTY. DESCRIPTION PART # MANUFACTURER NOTE 1 AXIS NETWORK CCTV WITH POE INJECTOR P3737-PLE AXIS INSTALL AND TEST 1 AXIS PARAPET MOUNT TQ6501-E AXIS INSTALL 1 AXIS CAMERA HANGER T94N01D AXIS INSTALL 1 PELCO SMA/LMA MOUNT AB3034 1.5" NPS PELCO INSTALL SEE PLAN BELDEN OUTCOOR CAT6 CABLE 7927A BELDEN INSTALL 4 AXIS PUSHPULL CONNECTOR 39680R AXIS INSTALL AND TEST 2 1 METER CAT6 PATCH CABLE INSTALL CONTRACTOR TO PROVIDE ALL EQUIPMENT OR APPROVED EQUAL. APPROVAL SHALL BE BY SIGNAL OPERATION STAFF. SERVICE #2815 AS-BUILTS REFERENCED E-4285J, E-2718A, E-2668 BID CONFORM SET 6/28/24 LB LB LB LB 3 4 3 1 1 2 1 5 3 ∅4(63)BIKE ∅4(59) ∅3(49) ∅3(50)BIKE ∅8(51) ∅8(55)BIKE ∅7(58)BIKE ∅7(57) ∅ BIKE ∅6 6(39) (35) ∅ BIKE ∅2 2(47) (43) ∅ BIKE 6(39) ∅ BIKE 2(47) ∅8(55)BIKE ∅4(63)BIKE 8 8 8 8 8 8 9 9 2 1 1 R/W ø6 ø6 ø6 ø6 ø2 ø2 ø2 ø4ø4 ø7 ø4 ø8 ø7 ø8ø8 ø3 ø3 ø4P ø2P Eø2P ø8P ø8P ø6P ø6P h P ø2 ø4P 21 21 19 16 ex. loops, conduit, and handhole 16 ex. loops, conduit, and handhole 10' L
12' 6 2 6 6 7 STA. 77+67.1' OFFSET 38.8' LEFT STA. 73+95.6' OFFSET 38.4' LEFT STA. 75+39.0' OFFSET 38.9' LEFT STA. 78+39.7' OFFSET 38.9' LEFT STA. 74+53.6' OFFSET 38.7' RIGHT STA. 73+98.1' OFFSET 38.5' RIGHT STA. 75+21.2' OFFSET 38.6' RIGHT STA. 77+68.8' OFFSET 38.7' RIGHT 1 ø2P APS 33 4 3 ø8P BPB ø6P APS ø4P APS ø4P BPB ø6P BPB 3 5 ABO(ø2) 6 6 ABO(ø6) 10 ABO(ø6) 5 6 6 10 ABO(ø2) 19 18 21 11 16 16 16 16 11 24 24 16 16 16 14 15 15 1 2 3 4 5 6 7 8 17 9 18 18 18 18 18 18 23 23 18 25 26 27 29 ø2P APS 28 ø6P APS 30 29 ø4P APS 17 ø8P APS 29 32 ø8P APS D J M C N F K B O I G 3333 33 33 19 13 13 13 13 13 13 13 35 35 35 21 36 36 3636 36 36 33 1831 19 2016 37 37 37 37 1 27 27 17 13 16 13 13 a 34 6 R/WR/W sp ø6(21) 2 7 15 34 12 18 37 2 R/W R/W ø2(17) 25 7 1 250' TO LIMIT LINE ø8(29) R/WR/W 27 250' TO LIMIT LINE ø4(25) R/W 27 PROJECT NOTES (THIS SHEET AND SHEET E-12 ONLY): N EXISTING TYPE R CABINET AND ATC eX NEMA CONTROLLER ASSEMBLY TO REMAIN. INSTALL VISION COMM. MANAGER AND APS CONTROLLER IN CABINET. MODIFY EXISTING CONTROLLER ASSEMBLY TO PROVIDE PROPOSED SIGNAL PHASING. LAND (2) 12-STRAND SMFO IN EXISTING FPP. EXISTING METERED SERVICE PEDESTAL TO REMAIN. SERVICE #1225. FURNISH AND INSTALL ECONOLITE VISION VIDEO DETECTION CAMERA ON SIGNAL MAST ARM PER CITY STANDARD DETAILS E-200, E-210, AND E-220. FURNISH AND INSTALL AXIS Q6315-LE CAMERA ON LUMINAIRE MAST ARM. SEE LIST OF REQUIRED EQUIPMENT ON THIS SHEET. SEE CAMERA PARAPET MOUNT DETAIL ON SHEET E-1. INSTALL R3-1 ACTIVATED BLANK-OUT SIGN. MOUNT ABO SIGN WITH SIGNAL HEAD PER DETAIL 'B' ON SHEET E-1. INSTALL 4-SECTION VEHICLE SIGNAL HEAD PER DETAIL 'A' ON SHEET E-1. EXISTING STREET LIGHT TO REMAIN. FURNISH AND INSTALL ORNAMENTAL STREET LIGHT STANDARD AND FOUNDATION PER CITY OF SACRAMENTO STANDARD DRAWINGS E-40 AND E-60. FURNISH AND INSTALL 30' CALTRANS TYPE 15 STREET LIGHT STANDARD WITH 8' LUMINAIRE MAST ARM AND FOUNDATION. INSTALL R3-1 ACTIVATED BLANK-OUT SIGN. MOUNT ABO SIGN WITH SIGNAL HEAD PER DETAIL 'D' ON SHEET E-1. EXISTING 2"C, 1#10 G. REMOVE EXISTING 1-12 smfo. PLACE 3#6 (STREET LTG). REMOVE EXISTING 1#10 G AND PLACE 1#6 G. FURNISH AND INSTALL TYPE III-AF METERED SERVICE PEDESTAL #2814 PER CITY OF SACRAMENTO DRAWINGS E-10 AND E-20 WITH THE FOLLOWING BREAKERS: - (1) 15A STREET LIGHTING (Ckt 1) - (1) 15A STREET LIGHTING (Ckt 2) - (1) 15A STREET LIGHTING (Ckt 3) - (1) 15A STREET LIGHTING (Ckt 4) - (1) 15A STREET LIGHTING (Ckt 5) - (1) 15A SPARE PLACE 2"C, 3#6 (STREET LTG), 1#6 G. EXISTING 2"C, 3#6 (street ltg), 1#10 G. REMOVE EXISTING 1 sic. REMOVE EXISTING 1#10 G AND PLACE 1#6 G. EXISTING 2.5"C, 3#6 (safety ltg), 2#6 (controller), 3#14 (peu), 1 dlc, 1#10 G. ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS. INSTALL PULL BOX IN EXISTING CONDUIT RUN. INSTALL CONDUIT IN EXISTING PULL BOX. CONNECT NEW AND EXISTING CONDUIT. EQUIPMENT OR MATERIAL TO BE REMOVED. SALVAGE SIGNAL MAST ARM POLES, 12" TRAFFIC SIGNAL HEADS, EVP DETECTORS AND VIDEO DETECTION CAMERAS TO THE CITY CORPORATION YARD. ALL OTHER REMOVED EQUIPMENT TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED. REMOVE ONE END OF LIGHTING CONDUCTORS AND REPLACE WITH NEW. SPLICE NEW TO EXISTING CONDUCTORS. NOT USED. ADD 2" RETROREFLECTIVE BORDER TO ALL BACKPLATES ON EXISTING VEHICLE SIGNALS ON POLE AND SIGNAL MAST ARM. EXISTING 2"C, 1#10 G. REMOVE EXISTING 1-12 smfo AND EXISTING 2 dlc. PLACE 3#6 (STREET LTG). REMOVE EXISTING 1#10 G AND PLACE 1#6 G. EXISTING 2"C, 2#6 (safety ltg), 1 dlc, 1#10 G. EXISTING 2"C, 2#6 (street ltg), 1#10 G. REMOVE EXISTING 2 dlc AND 2#6 (street ltg). PLACE 1 DLC. PLACE 2"C, 1 DLC, 1#10 G FOR REAR LOOP. INSTALL APS EXTENSION FOR MAXIMUM SIDE REACH OF 10". INSTALL APS POST ON CURB PER DETAIL ON SHEET E-1. INSTALL GPS EVP RADIO ON POLE. PLACE 3"C, (2) CORNING 12-STRAND 012ZU4-T4F22D20 SMFO, 1#10 G. INSTALL APS EXTENSION WITH POLARA iNS-90DEGADPTR UNIVERSAL 90 DEGREE ADAPTER, OR EQUAL. SEE SHEET E-4 FOR CONTINUATION OF STREET LIGHTING PLANS. PLACE 2"C, 6#6 (STREET LTG), 1#6 G. 12345678910111213 1415161718192021222324252627282930 31323334 GRAPHIC SCALE 20 0 1"=20' 20 40 1013 Galleria Blvd Roseville, CA 95678 Suite 255 (916) 773-1900 PLOT DATE: Jun 26, 2024-03:41:12pm CAD FILE: 3536.01-TS.dwg IMPROVEMENT PLANS FOR FRANKLIN BLVD COMPLETE STREET PN T15165500 CALL GI D OU EFORE Y BUnderground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG JOHN MATOBA, P.E. E-16605 CITY OF SACRAMENTO SENIOR ELECTRICAL ENGINEER ACCEPTEDBY: DATE 62461 9/30/25 B. SITU 06/26/24 K. BAUMGARTNER 06/26/24 06/26/24 E-11 163 172 1"=20' N/A FRANKLIN BLVD & 21ST AVE TRAFFIC SIGNAL PLAN 21ST AVE FRANKLIN BLVD ∅7∅3 ∅4 PED RING 2 RING 1 PED ∅8
PED ∅
PED ∅ R3-1 ACTIVATED BLANK-OUT SIGNS ACTIVE DURING ø2 | ø6 RED 62PHASE DIAGRAM K. CALIA 62461 DESIGN SPEED FRANKLIN BLVD = 40 MPH 21ST AVE = 30 MPH CCTV CAMERA EQUIPMENT QTY. DESCRIPTION PART # MANUFACTURER NOTE 1 AXIS NETWORK CCTV WITH POE INJECTOR Q6315-LE AXIS INSTALL AND TEST 1 AXIS PARAPET MOUNT TQ6501-E AXIS INSTALL 1 AXIS CAMERA HANGER T94N01D AXIS INSTALL 1 PELCO SMA/LMA MOUNT AB3034 1.5" NPS PELCO INSTALL SEE PLAN BELDEN OUTCOOR CAT6 CABLE 7927A BELDEN INSTALL 4 AXIS PUSHPULL CONNECTOR 39680R AXIS INSTALL AND TEST 2 1 METER CAT6 PATCH CABLE INSTALL CONTRACTOR TO PROVIDE ALL EQUIPMENT OR APPROVED EQUAL. APPROVAL SHALL BE BY SIGNAL OPERATION STAFF. PLACE (1) CORNING 12-STRAND 012ZU4-T4F22D20 SMFO IN EXISTING (FIRE ALARM) CONDUIT. INSTALL LUMINAIRE 1' ON CENTER BEHIND BACK OF WALK. CONTRACTOR SHALL COORDINATE WITH CITY FOR EXACT LOCATION BEFORE INSTALLATION. EXISTING EMPTY FIRE ALARM CONDUIT. 353637 AS-BUILTS REFERENCED E-2661C, E-2718B, E-2668 BID CONFORM SET 6/28/24 1013 Galleria Blvd Roseville, CA 95678 Suite 255 (916) 773-1900 PLOT DATE: Jun 26, 2024-03:41:13pm CAD FILE: 3536.01-TS.dwg IMPROVEMENT PLANS FOR FRANKLIN BLVD COMPLETE STREET PN T15165500 CALL GI D OU EFORE Y BUnderground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG JOHN MATOBA, P.E. E-16605 CITY OF SACRAMENTO SENIOR ELECTRICAL ENGINEER ACCEPTEDBY: DATE 62461 9/30/25 B. SITU 06/26/24 K. BAUMGARTNER 06/26/24 06/26/24 E-12 164 172 1"=20' N/A FRANKLIN BLVD & 21ST AVE TRAFFIC SIGNAL PLAN POLE SCHEDULE POLE STANDARD POLE HEIGHT VEH. SIGNAL PED. SIGNAL APS MAST ARM LENGTH NOTES Ø TYPE SEC MTG Ø TYPE MTG Ø ARROW TRA. SIG. ST. LTNG. (19-2-100) (30') (2) (1w3L) (12") (mas) 4 C/D SP-1-T - - (25') (12') REMOVE EXISTING PEDESTRIAN PUSH BUTTON. REMOVE EXISTING VEHICLE SIGNAL AND INSTALL NEW 4-SECTION VEHICLE SIGNAL. *SEE MOUNTING "DETAIL B" ON SHEET E-1. REMOVE EXISTING PEDESTRIAN SIGNAL AND INSTALL NEW COUNTDOWN PEDESTRIAN SIGNAL. INSTALL VIDEO DETECTION CAMERA ON SIGNAL MAST ARM. ADD 2" RETROREFLECTIVE BORDER TO EXISTING VEHICLE SIGNAL BACKPLATE (1). 2 1W4L *** SV-2-TD* 2 ABO 24"X24" TYPE 2 POST ** - - - - - - - 4 LEFT - - INSTALL ON CURB AS SHOWN ON SHEET E-1. TYPE 2 POST ** - - - - - - - 4 RIGHT - - BIKE PUSH BUTTON. 1-B 10' 3 1W3L A TV-2-T 2 C/D SP-1-T 2 RIGHT - - 4 1W3L 12" 26-4-100 30' 3 1W3L A MAT 8 1W3L 12" MAS 2 C/D SP-1-T - - 40' 12' INSTALL VIDEO DETECTION CAMERA ON SIGNAL MAST ARM. 8 1W3L 12" SV-1-T TYPE 2 POST ** - - - - - - - 2 LEFT - - INSTALL ON CURB AS SHOWN ON SHEET E-1. 1-B 10' 2 1W4L *** TV-3-T* 8 C/D SP-1-T 8 RIGHT - - *SEE MOUNTING "DETAIL D" ON SHEET E-1. INSTALL APS EXTENSION WITH 90 DEGREE ADAPTER. 6 1W3L 12" 2 ABO 24"X24" (17-2-100) (30') (6) (1w3L) (12") (mas) 8 C/D SP-1-T - - (20') (12') REMOVE EXISTING PEDESTRIAN PUSH BUTTON. REMOVE EXISTING VEHICLE SIGNAL AND INSTALL NEW 4-SECTION VEHICLE SIGNAL. *SEE MOUNTING "DETAIL B" ON SHEET E-1. REMOVE EXISTING PEDESTRIAN SIGNAL AND INSTALL NEW COUNTDOWN PEDESTRIAN SIGNAL. INSTALL VIDEO DETECTION CAMERA ON SIGNAL MAST ARM. ADD 2" RETROREFLECTIVE BORDER TO EXISTING VEHICLE SIGNAL BACKPLATE (1). 6 1W4L *** SV-2-TD* 6 ABO 24"X24" TYPE 2 POST ** - - - - - - - 8 LEFT - - INSTALL ON CURB AS SHOWN ON SHEET E-1. TYPE 2 POST ** - - - - - - - 8 RIGHT - - BIKE PUSH BUTTON. 15TS 30' 7 1W3L A SV-2-TA 6 C/D SP-1-T 6 RIGHT - 12' INSTALL APS EXTENSION FOR MAXIMUM SIDE REACH OF 10". 8 1W3L 12" 19-4-100 30' 7 1W3L A MAT 6 C/D SP-1-T - - 25' 12' INSTALL GPS EVP RADIO ON POLE. INSTALL CCTV ON LUMINAIRE MAST ARM. INSTALL VIDEO DETECTION CAMERA ON SIGNAL MAST ARM. 4 1W3L 12" MAS 4 1W3L 12" SV-1-T TYPE 2 POST ** - - - - - - - 6 LEFT - - TYPE 2 POST ** - - - - - - - 6 RIGHT - - BIKE PUSH BUTTON. TYPE 2 POST ** - - - - - - - 4 RIGHT - - 1-B 10' 2 1W3L 12" 6 1W4L *** TV-3-T* 4 C/D SP-1-T - - - - *SEE MOUNTING "DETAIL D" ON SHEET E-1. 6 ABO 24"X24" NOTE: REFER TO 2023 CALTRANS STANDARD PLANS FOR TRAFFIC SIGNAL AND STREET LIGHTING POLE TYPES PER CITY DIRECTION. 'A' INDICATES ALL 12" ARROW HEAD SECTION. 'C/D' INDICATES LED PEDESTRIAN SIGNAL WITH COUNTDOWN TIMER. '**' TYPE 2 POSTS SHALL BE TRIMMED 3" ABOVE APS UNIT WITH BUTTON 42" ABOVE LEVEL LANDING AREA. '***' INDICATES 4-SECTION SIGNAL (12" RED, RED ARROW, YELLOW, & GREEN SECTIONS) EXISTING EQUIPMENT TO REMAIN IS SHOWN IN (parentheses). CONTRACTOR SHALL FURNISH AND INSTALL ALL OTHER ITEMS IN POLE SCHEDULE. ALL NEW PEDESTRIAN PUSH BUTTONS SHALL BE POLARA APS, OR CITY-APPROVED EQUIVALENT. aBCDEFGhIJKLMNOP LUMINAIRE SCHEDULE (TRAFFIC SIGNAL) EXISTING METERED SERVICE PEDESTAL NO. 1225 IS LOCATED ON THE NORTH SIDE OF 21ST AVE 182' ± WEST OF THE CENTERLINE OF FRANKLIN BOULEVARD. CIRCUIT NO. EXISTING 65 W LED TRANSFERRED TO SERVICE #2815* EXISTING 65 W LED TRANSFERRED TO SERVICE #2814 EXISTING 65 W LED TRANSFERRED TO SERVICE #2812** EXISTING 65 W LED TO BE REMOVED EXISTING 110 W LED MAST ARM EXISTING 100 W HPS POST TOP NEW 110 W LED MAST ARM CIRCUIT TOTAL 1 1 4 1 1 1 1 2 4 2 - 4 - 2 1 1 1 3 TOTAL 1 8 1 3 2 2 3 7 MAST ARM LUMINAIRES SHALL BE 110 W EQUIV. [ESU F A01 3M 032 40 M 105]. ONLY INTERSECTION SAFETY LIGHTING LISTED ABOVE. SEE STREET LIGHTING PLANS FOR STREET LIGHTING INFORMATION. *SEE SHEET E-8 FOR SERVICE #2815 LUMINAIRE SCHEDULE. **SEE SHEET E-13 FOR SERVICE #2812 LUMINAIRE SCHEDULE. K. CALIA 62461 CONDUCTOR SCHEDULE CONDUIT RUN CONDUIT SIZE 2"C EX. 3"C EX. 2.5"C EX. 3"C EX. 2.5"C EX. 3"C EX. 3"C EX. 2.5"C EX. 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 VEH. SIG. ∅2 3 3 3 3 3 3 3 6 VEH. SIG. ∅3 3 3 3 VEH. SIG. ∅4 3 3 3 3 3 VEH. SIG. ∅6 3 3 3 3 3 3 3 3 VEH. SIG. ∅7 3 3 3 3 3 VEH. SIG. ∅8 3 3 3 3 ABO ∅6 1 1 1 1 1 1 1 ABO ∅2 1 1 1 1 2 PED. SIG. ∅2 2 2 2 PED. SIG. ∅4 2 2 2 2 2 2 4 PED. SIG. ∅6 2 2 2 2 2 PED. SIG. ∅8 2 2 2 2 2 2 APS ∅2 2 4 4 APS ∅4 2 2 2 2 2 2 4 APS ∅6 2 4 4 4 4 APS ∅8 2 2 2 4 4 4 BPB ∅4 2 BPB ∅6 2 2 2 2 2 2 BPB ∅8 2 2 2 2 2 SPARES 3 3 3 3 3 3 3 3 3 SIG. NEUTRAL 1 1 1 1 1 1 1 1 1 CONTROLLER POWER 2 2 LIGHTING CIRCUIT 1 1 1 1 1 1 1 LIGHTING CIRCUIT 2 1 1 1 1 1 LIGHTING COMMON 1 1 1 1 1 1 1 GROUND + 1 1 1 1 1 1 1 1 1 12 SMFO 2 2 2 CCTV CAMERA 1 1 1 1 1 CCTV CAMERA POWER 1 1 1 1 1 VIDEO DETECTION 1 1 2 3 3 1 4 EVUC 1 1 1 1 1 DLC ∅2 1 1 1 1 DLC ∅4 1 1 DLC ∅6 1 1 DLC ∅8 1 1 1 1 TOTAL CONDUCTORS 0 2 16 0 2 2 26 4 2 2 13 1 3 2 37 6 2 2 14 1 3 2 47 10 3 2 49 11 5 2 11 2 2 2 59 13 PERCENT FILL 12 15 12 22 12 32 34 18 19 ALL CONDUCTORS SHALL BE NEW. '+' PROVIDE 1#10 THW GROUND IN EACH CONDUIT. 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 TRAFFIC SIGNAL REMOVAL DETAIL SCALE: 1"=30' EQUIPMENT SHOWN IN BOLD IS TO BE REMOVED. 20 ped & veh signals 20 1-b 1-b 20 20 1-b ped & veh signals 20 1-b 20 evp 20 20 evp 21ST AVE FRANKLIN BLVD 16 16 16 16 16 20 24-3-70 16 16 26-3-70 20 16 20 pull box ex. loops, conduits, handholes ex. loops, conduits, handholes ex. loops, conduits, handholes 16 ex. loops, conduits, handholes N LUMINAIRE SCHEDULE (STREET LIGHTING) NEW SERVICE NO. 2814 IS LOCATED ON THE NORTHWEST CORNER OF 21ST AVE & FRANKLIN BLVD. CIRCUIT NO. EX. 65W MAST ARM TRANSFERRED FROM SERVICE #1225 NEW 110 WATT MAST ARM NEW 34 WATT ORNAMENTAL STREET LIGHT CIRCUIT TOTAL 1 - - 11 11 2 2 5 - 7 3 - - 12 12 4 3 3 - 6 5 3 3 - 6 TOTAL 8 11 23 42 NEW 110W MAST ARM LUMINAIRES SHALL BE [ESU F A01 3M 032 40 M 105] OR CITY-APPROVED EQUIVALENT. NEW 34W ORNAMENTAL LUMINAIRES SHALL BE [CREE DPT A SB FR A 30K UL UF]. FOR STREET LIGHTING SERVICE: 2814 SMUD SN: 32322190 SMUD DESIGNER: Darrel Doll TEL: 916-732-6093 EMAIL: [email protected] BID CONFORM SET 6/28/24 3 4 3 3 2 1 2 1 5 5 5 5 5 6 R/W R/WR/W R/W R/W
R/W A C 15 15 17 17 2 1 6 6 STA. 85+16.3' 4 OFFSET 38.5' LEFT STA. 87+46.7' OFFSET 38.2' LEFT STA. 86+14.1' OFFSET 57.6' LEFT STA. 86+95.6' OFFSET 38.4' RIGHT STA. 85+47.5' OFFSET 38.7' RIGHT STA. 87+47.5' OFFSET 39.0' RIGHT ø4P APS 2 1 STA. 84+79.8' OFFSET 38.7' RIGHT 15 14 17 17 12 7 7 11 12 12 9 1 2 3 4 11 3 ø4P APS 18 D B 16 19 10 10 22 20 20 13 13 13 13 13 8 10 7 21 10 22 6 15 PROJECT NOTES (THIS SHEET ONLY): N PLACE RRFB CONTROL ASSEMBLY, LIGHT BARS AND SIGNS. SEE RRFB SYSTEM DETAIL ON THIS SHEET. FURNISH AND INSTALL TYPE III-AF METERED SERVICE EQUIPMENT ENCLOSURE WITH CIRCUIT BREAKERS PER SHEET E-18. REPLACE ONE TRAFFIC SIGNAL BREAKER WITH 15A, 120V RRFB BREAKER. SERVICE #2813. PLACE RRFB LIGHT BARS AND SIGNS. SEE RRFB SYSTEM DETAIL ON THIS SHEET. EXISTING STREET LIGHT TO REMAIN. FURNISH AND INSTALL ORNAMENTAL STREET LIGHT STANDARD AND FOUNDATION PER CITY OF SACRAMENTO STANDARD DRAWINGS E-40 AND E-60. FURNISH AND INSTALL 30' CALTRANS TYPE 15 STREET LIGHT STANDARD WITH 8' LUMINAIRE MAST ARM AND FOUNDATION. EXISTING 2"C, 2#6 (street ltg), 1#10 G. REMOVE EXISTING 1 sic. PLACE 1#6 (STREET LTG). REMOVE EXISTING 1#10 G AND PLACE 1#6 G. FURNISH AND INSTALL TYPE III-AF METERED SERVICE PEDESTAL #2812 PER CITY OF SACRAMENTO DRAWINGS E-10 AND E-20 WITH THE FOLLOWING BREAKERS: - (1) 15A STREET LIGHTING (Ckt 1) - (1) 15A STREET LIGHTING (Ckt 2) - (1) 15A STREET LIGHTING (Ckt 3) - (1) 15A STREET LIGHTING (Ckt 4) - (2) 15A SPARE PLACE 2"C, 2#6 (STREET LTG), 1#6 G. PLACE 2"C, 3#6 (STREET LTG), 1#6 G. EXISTING 2"C, 3#6 (street ltg), 1#10 G. REMOVE EXISTING 1 sic. REMOVE EXISTING 1#10 G AND PLACE 1#6 G. ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS. INSTALL LUMINAIRE 1' ON CENTER BEHIND BACK OF WALK. CONTRACTOR SHALL COORDINATE WITH CITY FOR EXACT LOCATION BEFORE INSTALLATION. INSTALL CONDUIT IN EXISTING PULL BOX. CONNECT NEW AND EXISTING CONDUIT. EQUIPMENT OR MATERIAL TO BE REMOVED. SALVAGE SIGNAL MAST ARM POLES, 12" TRAFFIC SIGNAL HEADS, EVP DETECTORS AND VIDEO DETECTION CAMERAS TO THE CITY CORPORATION YARD. ALL OTHER REMOVED EQUIPMENT TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED. REMOVE ONE END OF LIGHTING CONDUCTORS AND REPLACE WITH NEW. SPLICE NEW TO EXISTING CONDUCTORS. INSTALL APS POST ON CURB PER DETAIL ON SHEET E-1. FURNISH AND INSTALL 30' CALTRANS TYPE 15 STREET LIGHT STANDARD WITH 10' LUMINAIRE MAST ARM AND FOUNDATION. PLACE (1) CORNING 12-STRAND 012ZU4-T4F22D20 SMFO IN EXISTING (FIRE ALARM) CONDUIT. INSTALL PULL BOX IN EXISTING CONDUIT RUN. PLACE 2"C, 5#6 (STREET LTG), 1#6 G. 12345678910111213141516171819202122 GRAPHIC SCALE 20 0 1"=20' 20 40 1013 Galleria Blvd Roseville, CA 95678 Suite 255 (916) 773-1900 PLOT DATE: Jun 26, 2024-03:41:15pm CAD FILE: 3536.01-TS.dwg IMPROVEMENT PLANS FOR FRANKLIN BLVD COMPLETE STREET PN T15165500 CALL GI D OU EFORE Y BUnderground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG JOHN MATOBA, P.E. E-16605 CITY OF SACRAMENTO SENIOR ELECTRICAL ENGINEER ACCEPTEDBY: DATE 62461 9/30/25 B. SITU 06/26/24 K. BAUMGARTNER 06/26/24 06/26/24 E-13 165 172 1"=20' N/A FRANKLIN BLVD & 18TH AVE RRFB SYSTEM PLAN 18TH AVE FRANKLIN BLVD MATCHLINE - SEE SHEET E-4
MATCHLINE - SEE SHEET E-5 POLE SCHEDULE POLE STANDARD POLE HEIGHT APS MAST ARM LENGTH NOTES Ø ARROW TRA. SIG. ST. LTNG. 19-3-100 30' - - 30' 12' TYPE 2 POST * 4 LEFT - - INSTALL ON CURB AS SHOWN ON SHEET E-1. 19-3-100 30' - - 30' 12' TYPE 2 POST * 4 RIGHT - - NOTE: REFER TO 2023 CALTRANS STANDARD PLANS FOR TRAFFIC SIGNAL AND STREET LIGHTING POLE TYPES PER CITY DIRECTION. 'P' INDICATES 3-SECTION PEDESTRIAN HYBRID BEACON (PHB) SIGNAL. 'C/D' INDICATES LED PEDESTRIAN SIGNAL WITH COUNTDOWN TIMER. '*' TYPE 2 POSTS SHALL BE TRIMMED 3" ABOVE APS UNIT WITH BUTTON 42" ABOVE LEVEL LANDING AREA. ALL EQUIPMENT IN SCHEDULE SHALL BE NEW. CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS IN POLE SCHEDULE. ALL NEW PEDESTRIAN PUSH BUTTONS SHALL BE POLARA APS, OR CITY-APPROVED EQUIVALENT. ABCD K. CALIA 62461 CONDUCTOR SCHEDULE CONDUIT RUN CONDUIT SIZE 2-3"C 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 RRFB LIGHT BAR CABLE 2 2 APS ∅4 CABLE 1 RRFB CONTROL UNIT 2 2 SPARES 3 3 3 3 LIGHTING CIRCUIT 1 1 1 1 1 LIGHTING CIRCUIT 2 1 1 LIGHTING COMMON 1 1 1 1 GROUND + 2 2 2 2 TOTAL CONDUCTORS 2 2 3 2 2 2 3 3 3 4 3 0 3 4 3 0 PERCENT FILL 3 4 3 3 ALL EQUIPMENT SHALL BE NEW. '+' PROVIDE 1#10 THW GROUND IN EACH CONDUIT. CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS PER CONDUCTOR SCHEDULE. 1 2 3 4 LUMINAIRE SCHEDULE (TRAFFIC SIGNAL) NEW METERED SERVICE PEDESTAL NO. 2813 IS LOCATED ON THE SOUTH SIDE OF 18TH AVE 77' ± WEST OF THE CENTERLINE OF FRANKLIN BOULEVARD. CIRCUIT NO. NEW 110 W LED MAST ARM CIRCUIT TOTAL 1 1 1 2 1 1 TOTAL 2 2 MAST ARM LUMINAIRES SHALL BE 110 W EQUIV. [ESU F A01 3M 032 40 M 105]. ONLY INTERSECTION SAFETY LIGHTING LISTED ABOVE. SEE STREET LIGHTING PLANS FOR STREET LIGHTING INFORMATION. RRFB SYSTEM DETAIL NO SCALE 2' 2"C W11-2 (36"X36") (BI-DIRECTIONAL) RRFB (BI-DIRECTIONAL) LED LUMINAIRE LUMINAIRE MAST ARM SIGNAL MAST ARM 17' MIN. STANDARD W11-2 (36"X36") (BI-DIRECTIONAL) RRFB (BI-DIRECTIONAL) W16-7P (LT/RT) (24"X12") 7' MIN. CONCRETE OR LANDSCAPE AS INDICATED ON THE PLAN PULL BOX AC ON-BOARD INTERFACE ASSEMBLY TO BE INSTALLED ON POLE 'A' ONLY DESIGN SPEED FRANKLIN BLVD = 40 MPH 18TH AVE = 25 MPH SERVICE #2814 SERVICE #2812 SERVICE #2812 FOR TRAFFIC SIGNAL SERVICE: 2813 SMUD SN: 32322189 SMUD DESIGNER: Malcolm Nash TEL: 916-732-6051 EMAIL: [email protected] LUMINAIRE SCHEDULE (STREET LIGHTING) NEW SERVICE NO. 2812 IS LOCATED ON THE SOUTHWEST CORNER OF 18TH AVE & FRANKLIN BLVD. CIRCUIT NO. EX. 65W MAST ARM TRANSFERRED FROM SERVICE #801* NEW 110 WATT MAST ARM NEW 34 WATT ORNAMENTAL STREET LIGHT CIRCUIT TOTAL 1 - - 3 3 2 - 2 - 2 3 - - 10 10 4 6 4 - 10 TOTAL 6 6 13 25 NEW 110W MAST ARM LUMINAIRES SHALL BE [ESU F A01 3M 032 40 M 105] OR CITY-APPROVED EQUIVALENT. NEW 34W ORNAMENTAL LUMINAIRES SHALL BE [CREE DPT A SB FR A 30K UL UF]. *SEE SHEET E-5 FOR SERVICE #801 LUMINAIRE SCHEDULE. FOR STREET LIGHTING SERVICE: 2812 SMUD SN: 32322188 SMUD DESIGNER: Malcolm Nash TEL: 916-732-6051 EMAIL: [email protected] AS-BUILTS REFERENCED E-2718B, E-2668 BID CONFORM SET 6/28/24 L
1 B
2 1
2 1
1 3
4 3
∅ BIKE ∅1 1(34) (33)
∅ BIKE ∅6 6(39) (35)
∅ BIKE ∅6 6(39) (35)
∅ BIKE ∅6 6(39) (40)
∅
BIKE
∅
7 7
(58)
(57)
∅ BIKE
∅3 3(50) (49)
∅ BIKE
∅
8 8(55) (51) ∅
8(56)
∅
8(55)BIKE
∅
BIKE
∅4
4 (63)
(59)
∅
BIKE
∅4
4 (63)
(64)
∅ BIKE
∅5
5(42) (41)
∅ BIKE ∅2 2(47) (43)
∅ BIKE
∅2
2(47)
(43)
∅ BIKE 6(39)
8 8
8 8
8 8
9 9
2 2
1 1 c
f h
j R/W
R/W
R/W ø3 ø3 ø8 ø8 ø8 ø7 ø7 ø4 ø4 ø4 ø5 ø5 ø2 ø2 ø2 ø1 ø1 ø6 ø6 ø4P ø4P ø2P ø2P ø8P ø8P ø6Pø6P ø6 L R/WR/W 23 23 23
6 ø8(19) 250' TO LIMIT LINE
ø4(28) ø4(27) 20 ex. loops, conduit, and handhole
7 24 STA. 101+63.9' OFFSET 36.0' LEFT STA. 100+50.6' OFFSET 36.6' LEFT STA. 102+51.1' OFFSET 48.6' LEFT STA. 101+58.1' STA. 100+68.7' OFFSET 42.7' RIGHT OFFSET 42.2' RIGHT STA. 101+47.9' OFFSET 53.3' RIGHT STA. 102+9.1' OFFSET 42.7' RIGHT STA. 102+92.3' OFFSET 49.2' RIGHT 6 1
2 3
4 3
3 3 25 25 25 11 11 11 12 12 20 20 14 14 15 17 17 18 22 22 22 22 6 1
2 3
4 5
6 7 1019
5 5
5 5
5 26 27 28 30 ø4P APS 29 ø2P APS 30 ø2P APS 30 ø8P APS ø8P APS 30 ø6P APS 30 ø6P APS 5 ø4P APS 22 D
E
G
I KM
a
N
b 14 14 31 35 31 32 32 32 32 32 32 33 21 22 3422
8 1
2 2 36 35 35 35
6 20
2 2 37 37 14 16 16 16
R/W
R/W
ø2(11)
ø2(12)
7 20 2626
2 16 17 21
R/W
R/W
ø6(4)
ø6(3) 18 27 PROJECT NOTES (THIS SHEET AND SHEET E-15 ONLY):

N EXISTING TYPE 332 CABINET AND ATC eX 2070 CONTROLLER ASSEMBLY TO REMAIN. INSTALL VISION COMM. MANAGER AND APS CONTROLLER IN CABINET. MODIFY EXISTING CONTROLLER ASSEMBLY TO PROVIDE PROPOSED SIGNAL PHASING. LAND (1) 12-STRAND SMFO IN EXISTING FPP. EXISTING METERED SERVICE PEDESTAL TO REMAIN. SERVICE #238. FURNISH AND INSTALL ECONOLITE VISION VIDEO DETECTION CAMERA ON SIGNAL MAST ARM PER CITY STANDARD DETAILS E-200, E-210, AND E-220. REMOVE EXISTING CCTV CAMERA. FURNISH AND INSTALL AXIS P3737-PLE CAMERA ON LUMINAIRE MAST ARM. SEE SHEET E-15 FOR LIST OF REQUIRED EQUIPMENT. SEE CAMERA PARAPET MOUNT DETAIL ON SHEET E-1. ADD 2" RETROREFLECTIVE BORDER TO ALL BACKPLATES ON EXISTING VEHICLE SIGNALS ON POLE AND SIGNAL MAST ARM. INSTALL NEW NO. 6 PULL BOX. EXISTING STREET LIGHT TO REMAIN. FURNISH AND INSTALL ORNAMENTAL STREET LIGHT STANDARD AND FOUNDATION PER CITY OF SACRAMENTO STANDARD DRAWINGS E-40 AND E-60. FURNISH AND INSTALL 30' CALTRANS TYPE 15 STREET LIGHT STANDARD WITH 8' LUMINAIRE MAST ARM AND FOUNDATION. EXISTING 2"C, 3#12 (pec), 2#6 (street ltg), 2#6 (safety ltg), 2#10 G. REMOVE 2#6 (street ltg). EXISTING 2"C, 1#10 G. REMOVE EXISTING 1 sic, 2 dlc AND 3#8 (street ltg). PLACE 3#6 (STREET LTG). REMOVE EXISTING 1#10 G AND PLACE 1#6 G. EXISTING 2"C, 1#10 G. REMOVE EXISTING 3#8 (street ltg) AND 1 sic. PLACE 3#6 (STREET LTG). REMOVE EXISTING 1#10 G AND PLACE 1#6 G. NOT USED. PLACE 2"C, 3#6 (STREET LTG), 1#6 G. EXISTING 1.5"C, 2 dlc, 1#10 G. PLACE 2"C, 2#6 (STREET LTG), 1#6 G. EXISTING 1.5"C, 2 dlc, 1#10 G. REMOVE EXISTING 2#8 (street ltg). EXISTING 2"C, 2 dlc, 1#10 G. EXISTING 2"C, 2#6 (controller), 1#10 G. ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS. INSTALL PULL BOX IN EXISTING CONDUIT RUN. 12345678910 1112131415161718192021 GRAPHIC SCALE 20
0 1"=20' 20 40 1013 Galleria Blvd Roseville, CA 95678 Suite 255 (916) 773-1900 PLOT DATE: Jun 26, 2024-03:41:19pm CAD FILE: 3536.01-TS.dwg IMPROVEMENT PLANS FOR FRANKLIN BLVD COMPLETE STREET PN T15165500
CALL
GI D
OU
E
F
ORE Y
BUnderground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG JOHN MATOBA, P.E. E-16605 CITY OF SACRAMENTO SENIOR ELECTRICAL ENGINEER ACCEPTEDBY: DATE 62461 9/30/25 B. SITU 06/26/24 K. BAUMGARTNER 06/26/24 06/26/24 E-14 166 172 1"=20' N/A FRANKLIN BLVD & SUTTERVILLE RD / 12TH AVE TRAFFIC SIGNAL PLAN PHASE DIAGRAM ∅1∅5 ∅
7 ∅3 ∅
4 PED
RING 2 RING 1 PED
∅
8 PED
∅2
PED
∅
6 SUTTERVILLE ROAD
12TH AVE

FRANKLIN BLVD FRANKLIN BLVD
MATCHLINE - SEE SHEET E-5
13TH AVE K. CALIA 62461 INSTALL CONDUIT IN EXISTING PULL BOX. CONNECT NEW AND EXISTING CONDUIT. EQUIPMENT OR MATERIAL TO BE REMOVED. SALVAGE SIGNAL MAST ARM POLES, 12" TRAFFIC SIGNAL HEADS, EVP DETECTORS AND VIDEO DETECTION CAMERAS TO THE CITY CORPORATION YARD. ALL OTHER REMOVED EQUIPMENT TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED. REMOVE ONE END OF LIGHTING CONDUCTORS AND REPLACE WITH NEW. SPLICE NEW TO EXISTING CONDUCTORS. EXISTING 2-2"C, 1-12 smfo WITH TRACER TAPE TO 12TH AVE & NB-99 RAMP INTERSECTION. EXISTING 2-2"C, 1-12 smfo WITH TRACER TAPE TO SUTTERVILLE RD & E CURTIS PED XING INTERSECTION. INSTALL GPS EVP RADIO ON POLE. INSTALL APS EXTENSION WITH POLARA iNS-90DEGADPTR UNIVERSAL 90 DEGREE ADAPTER, OR EQUAL. INSTALL APS POST ON CURB PER DETAIL ON SHEET E-1. PLACE (1) CORNING 12-STRAND 012ZU4-T4F22D20 SMFO IN EXISTING (FIRE ALARM) CONDUIT. INSTALL LUMINAIRE 1' ON CENTER BEHIND BACK OF WALK. CONTRACTOR SHALL COORDINATE WITH CITY FOR EXACT LOCATION BEFORE INSTALLATION. FURNISH AND INSTALL TYPE III-AF METERED SERVICE PEDESTAL #2816 PER CITY OF SACRAMENTO DRAWINGS E-10 AND E-20 WITH THE FOLLOWING BREAKERS: - (1) 15A STREET LIGHTING (Ckt 1) - (1) 15A STREET LIGHTING (Ckt 2) - (1) 15A STREET LIGHTING (Ckt 3) - (1) 15A STREET LIGHTING (Ckt 4) - (2) 15A SPARE PLACE 3"C, (1) CORNING 12-STRAND 012ZU4-T4F22D20 SMFO, 1#10 G. EXISTING EMPTY FIRE ALARM CONDUIT. PLACE 2"C, 6#6 (STREET LTG), 1#6 G. PLACE 2"C, 1 DLC, 1#10 G. 22232425262728293031323334353637 DESIGN SPEED FRANKLIN BLVD (NORTH LEG) = 35 MPH FRANKLIN BLVD (SOUTH LEG) = 40 MPH SUTTERVILLE RD = 35 MPH 12TH AVE = 35 MPH

MATCHLINE - SEE BELOW RIGHT
MATCHLINE - SEE ABOVE LEFT AS-BUILTS REFERENCED E-4314, E-2718B, E-2668 BID CONFORM SET 6/28/24 1013 Galleria Blvd Roseville, CA 95678 Suite 255 (916) 773-1900 PLOT DATE: Jun 26, 2024-03:41:21pm CAD FILE: 3536.01-TS.dwg IMPROVEMENT PLANS FOR FRANKLIN BLVD COMPLETE STREET PN T15165500 CALL GI D OU EFORE Y BUnderground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG JOHN MATOBA, P.E. E-16605 CITY OF SACRAMENTO SENIOR ELECTRICAL ENGINEER ACCEPTEDBY: DATE 62461 9/30/25 B. SITU 06/26/24 K. BAUMGARTNER 06/26/24 06/26/24 E-15 167 172 1"=20' N/A FRANKLIN BLVD & SUTTERVILLE RD / 12TH AVE TRAFFIC SIGNAL PLAN POLE SCHEDULE POLE STANDARD POLE HEIGHT VEH. SIGNAL PED. SIGNAL APS MAST ARM LENGTH NOTES Ø TYPE SEC MTG Ø TYPE MTG Ø ARROW TRA. SIG. ST. LTNG. (24-4-100) (30') (7) (1w3L) (A) (mat) (6) (c/d) (sp-1-t) 6 LEFT (35') (12') REMOVE EXISTING PEDESTRIAN PUSH BUTTON AND INSTALL NEW APS UNIT. ADD 2" RETROREFLECTIVE BORDER TO EXISTING VEHICLE SIGNAL BACKPLATE (3). INSTALL VIDEO DETECTION CAMERA ON SIGNAL MAST ARM. INSTALL GPS EVP RADIO ON POLE. (4) (1w3L) (12") (mas) (4) (1w3L) (12") (sv-1-t) (15ts) (30') (5) (1w3L) (A) (sv-2-ta) (4) (c/d) (sp-1-t) - - - (12') REMOVE EXISTING PEDESTRIAN PUSH BUTTON. ADD 2" RETROREFLECTIVE BORDER TO EXISTING VEHICLE SIGNAL BACKPLATE (2). (6) (1w3L) (12") (19-4-100) (30') (5) (1w3L) (A) (mat) (4) (c/d) (sp-1-t) - - (30') (12') REMOVE EXISTING PEDESTRIAN PUSH BUTTON. REMOVE EXISTING 8" VEHICLE SIGNAL AND INSTALL NEW 12" VEHICLE SIGNAL. ADD 2" RETROREFLECTIVE BORDER TO EXISTING VEHICLE SIGNAL BACKPLATE (2). INSTALL VIDEO DETECTION CAMERA ON SIGNAL MAST ARM. INSTALL CCTV ON LUMINAIRE MAST ARM. (2) (1w3L) (12") (mas) 2 1W3L 12" SV-1-T TYPE 2 POST * - - - - - - - 4 LEFT - - INSTALL ON CURB AS SHOWN ON SHEET E-1. 15TS 30' 3 1W3L A SV-2-TB 2 C/D SP-1-T 2 RIGHT - 12' INSTALL APS EXTENSION WITH 90 DEGREE ADAPTER. 4 1W3L 12" (19-4-100) (30') (3) (1w3L) (A) (mat) (2) (c/d) (sp-1-t) - - (30') (12') REMOVE EXISTING PEDESTRIAN PUSH BUTTON. REMOVE EXISTING 8" VEHICLE SIGNAL AND INSTALL NEW 12" VEHICLE SIGNAL. ADD 2" RETROREFLECTIVE BORDER TO EXISTING VEHICLE SIGNAL BACKPLATE (2). INSTALL VIDEO DETECTION CAMERA ON SIGNAL MAST ARM. (8) (1w3L) (12") (mas) 8 1W3L 12" SV-1-T TYPE 2 POST * - - - - - - - 2 LEFT - - INSTALL ON CURB AS SHOWN ON SHEET E-1. (1-b) (10') (1) (1w3L) (A) TV-2-T (8) (c/d) (sp-1-t) - - - - REMOVE EXISTING PEDESTRIAN PUSH BUTTON. REMOVE EXISTING 8" VEHICLE SIGNAL AND INSTALL NEW 12" VEHICLE SIGNAL. ADD 2" RETROREFLECTIVE BORDER TO EXISTING VEHICLE SIGNAL BACKPLATE (1). 2 1W3L 12" TYPE 2 POST * - - - - - - - 8 RIGHT - - INSTALL ON CURB AS SHOWN ON SHEET E-1. (19-4-100) (30') (1) (1w3L) (A) (mat) (8) (c/d) (sp-1-t) - - (30') (12') REMOVE EXISTING PEDESTRIAN PUSH BUTTON. REMOVE EXISTING 8" VEHICLE SIGNAL AND INSTALL NEW 12" VEHICLE SIGNAL. ADD 2" RETROREFLECTIVE BORDER TO EXISTING VEHICLE SIGNAL BACKPLATE (2). INSTALL VIDEO DETECTION CAMERA ON SIGNAL MAST ARM. (6) (1w3L) (12") (mas) 6 1W3L 12" SV-1-T TYPE 2 POST * - - - - - - - 8 LEFT - - INSTALL ON CURB AS SHOWN ON SHEET E-1. 15TS 30' 7 1W3L A SV-2-TA 6 C/D SP-1-T - - - 12' 8 1W3L 12" TYPE 2 POST * - - - - - - - 6 RIGHT - - INSTALL ON CURB AS SHOWN ON SHEET E-1. TYPE 2 POST * - - - - - - - 4 RIGHT - - NOTE: REFER TO 2023 CALTRANS STANDARD PLANS FOR TRAFFIC SIGNAL AND STREET LIGHTING POLE TYPES PER CITY DIRECTION. 'A' INDICATES ALL 12" ARROW HEAD SECTION. 'C/D' INDICATES LED PEDESTRIAN SIGNAL WITH COUNTDOWN TIMER. '*' TYPE 2 POSTS SHALL BE TRIMMED 3" ABOVE APS UNIT WITH BUTTON 42" ABOVE LEVEL LANDING AREA. EXISTING EQUIPMENT TO REMAIN IS SHOWN IN (parentheses). CONTRACTOR SHALL FURNISH AND INSTALL ALL OTHER ITEMS IN POLE SCHEDULE. ALL NEW PEDESTRIAN PUSH BUTTONS SHALL BE POLARA APS, OR CITY-APPROVED EQUIVALENT. abcDEfGhIjKLMN LUMINAIRE SCHEDULE (TRAFFIC SIGNAL) EXISTING METERED SERVICE PEDESTAL NO. 238 IS LOCATED ON THE SOUTHWEST CORNER OF FRANKLIN BLVD AND SUTTERVILLE RD 50' ± WEST OF THE CENTERLINE OF FRANKLIN BOULEVARD. CIRCUIT NO. EXISTING 65 W LED TRANSFERRED TO SERVICE #2816 EXISTING 65 W LED TRANSFERRED TO SERVICE #2812* EXISTING 65 W LED TO BE REMOVED EXISTING 110 W LED MAST ARM NEW 110 W LED MAST ARM CIRCUIT TOTAL 1 2 - 2 3 - 3 2 1 1 2 2 2 4 TOTAL 3 1 4 5 2 7 MAST ARM LUMINAIRES SHALL BE 110 W EQUIV. [ESU F A01 3M 032 40 M 105]. NOTE: ONLY INTERSECTION SAFETY LIGHTING LISTED ABOVE. SEE STREET LIGHTING PLANS AND STREET LIGHTING LUMINAIRE SCHEDULE ON THIS SHEET FOR STREET LIGHTING INFORMATION. *SEE SHEET E-13 FOR SERVICE #2812 LUMINAIRE SCHEDULE. TRAFFIC SIGNAL REMOVAL DETAIL SCALE: 1"=30' EQUIPMENT SHOWN IN BOLD IS TO BE REMOVED. 24 veh signal 24 1-b 24 veh signals 1-b 24 24 veh signal 24 cctv

SUTTERVILLE
ROAD
12TH AVE FRANKLIN BLVD pull box 24 20 20 K. CALIA 62461 CONDUCTOR SCHEDULE CONDUIT RUN CONDUIT SIZE EX. 3"C EX. 3"C EX. 3"C EX. 3"C EX. 3"C EX. 3"C EX. 3"C EX. 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 VEH. SIG. ∅1 3 3 3 3 3 3 3 3 VEH. SIG. ∅2 3 3 3 3 3 3 VEH. SIG. ∅3 3 3 3 3 3 3 VEH. SIG. ∅4 3 3 3 3 3 VEH. SIG. ∅5 3 3 3 3 VEH. SIG. ∅6 3 3 3 3 3 VEH. SIG. ∅7 3 3 3 VEH. SIG. ∅8 3 3 3 3 3 3 3 PED. SIG. ∅2 2 2 2 2 2 2 PED. SIG. ∅4 2 2 2 2 PED. SIG. ∅6 2 2 2 PED. SIG. ∅8 2 2 2 2 2 2 2 2 APS ∅2 2 4 4 4 4 4 APS ∅4 2 4 4 4 APS ∅6 2 4 4 APS ∅8 2 2 2 2 2 2 4 4 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 LIGHTING CIRCUIT 2 1 1 1 1 1 1 LIGHTING COMMON 1 1 1 1 1 1 1 GROUND + 1 1 1 1 1 1 1 2 12 SMFO 1 1 1 2 3 3 CCTV CAMERA 1 1 1 1 CCTV CAMERA POWER 1 1 1 1 VIDEO DETECTION 1 1 2 2 1 1 4 4 EVUC 1 1 DLC ∅2 2 2 2 2 2 2 DLC ∅4 2 2 2 2 2 DLC ∅6 2 2 2 DLC ∅8 1 1 1 TOTAL CONDUCTORS 2 2 23 3 2 2 28 5 3 2 35 9 3 2 40 11 2 2 13 2 3 2 23 4 3 2 51 17 0 3 51 17 PERCENT FILL 13 16 26 29 11 18 42 20 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. 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 N 24 evp evp 24 24 evp 24 evp CCTV CAMERA EQUIPMENT QTY. DESCRIPTION PART # MANUFACTURER NOTE 1 AXIS NETWORK CCTV WITH POE INJECTOR P3737-PLE AXIS INSTALL AND TEST 1 AXIS PARAPET MOUNT TQ6501-E AXIS INSTALL 1 AXIS CAMERA HANGER T94N01D AXIS INSTALL 1 PELCO SMA/LMA MOUNT AB3034 1.5" NPS PELCO INSTALL SEE PLAN BELDEN OUTCOOR CAT6 CABLE 7927A BELDEN INSTALL 4 AXIS PUSHPULL CONNECTOR 39680R AXIS INSTALL AND TEST 2 1 METER CAT6 PATCH CABLE INSTALL CONTRACTOR TO PROVIDE ALL EQUIPMENT OR APPROVED EQUAL. APPROVAL SHALL BE BY SIGNAL OPERATION STAFF. LUMINAIRE SCHEDULE (STREET LIGHTING) NEW SERVICE No. 2816 IS LOCATED ON THE SOUTHWEST CORNER OF SUTTERVILLE RD & FRANKLIN BLVD. CIRCUIT NO. EX. 65W MAST ARM TRANSFERRED FROM SERVICE #238 NEW 110 WATT MAST ARM NEW 34 WATT ORNAMENTAL STREET LIGHT CIRCUIT TOTAL 1 - - 11 11 2 3 6 - 9 3 - - 4 4 4 - 2 - 2 TOTAL 3 8 15 26 NEW 110W MAST ARM LUMINAIRES SHALL BE [ESU F A01 3M 032 40 M 105] OR CITY-APPROVED EQUIVALENT. NEW 34W ORNAMENTAL LUMINAIRES SHALL BE [CREE DPT A SB FR A 30K UL UF]. FOR STREET LIGHTING SERVICE: 2816 SMUD SN: 32322232 SMUD DESIGNER: Darrel Doll TEL: 916-732-6093 EMAIL: [email protected] BID CONFORM SET 6/28/24 IMPROVEMENT PLANS FOR FRANKLIN BLVD COMPLETE STREET STREET LIGHTING SPECIAL PROVISIONS NO. 1 E-16 168 172 BID CONFORM SET 6/28/24 IMPROVEMENT PLANS FOR FRANKLIN BLVD COMPLETE STREET STREET LIGHTING SPECIAL PROVISIONS NO. 2 E-17 169 172 BID CONFORM SET 6/28/24 IMPROVEMENT PLANS FOR FRANKLIN BLVD COMPLETE STREET ELECTRICAL STANDARD DETAILS E-18 170 172 BID CONFORM SET 6/28/24 E-19 171 172 IMPROVEMENT PLANS FOR FRANKLIN BLVD COMPLETE STREET ELECTRICAL STANDARD DETAILS BID CONFORM SET 6/28/24 E-20 172 172 IMPROVEMENT PLANS FOR FRANKLIN BLVD COMPLETE STREET ELECTRICAL STANDARD DETAILS BID CONFORM SET 6/28/24