South El Monte City Council
May 6, 2025

None

City Council Agenda Report
Agenda Item No. 10.b.

DATE: May 6, 2025
TO: Honorable Mayor and Members of the City Council
APPROVED BY: Rene Salas, City Manager
SUBMITTED BY: Masami Higa, Director of Finance
SUBJECT: CONSIDERATION AND APPROVAL OF RESOLUTION NO.
25-045, AUTHORIZING THE CITY MANAGER TO EXERCISE

THE RIGHT TO TERMINATE THE CONTRACT SERVICES

AGREEMENT WITH MOSS, LEVY & HARTZHEIM, LLP AND

AUTHORIZING STAFF TO ISSUE A REQUEST FOR

PROPOSALS FOR AUDITING SERVICES
SUMMARY: On May 23, 2023, the City Council approved an Contract Services with Moss, Levy & Hartzheim, LLP (“MLH”) for auditing services. Staff is now recommending the City Council authorize the City Manager to exercise the City’s right to terminate the Contract Services Agreement with MLH. Additionally, Staff is seeking the City Council’s authorization to issue a Request for Proposals for auditing services.

RECOMMENDED ACTION: Staff recommends City Council:

1. Adopt Resolution No. 25-045, to authorize the City Manager to terminate the Contract Services Agreement with Moss, Levy & Hartzheim, LLP; and

2. Authorize staff to issue a Request for Proposals for auditing services.

FISCAL/FINANCIAL IMPACT: The fiscal impact is unknown at this time.

DISCUSSION: On May 24, 2023, City Council adopted Resolution No. 23-53 awarding a Contract Services Agreement to MLH for auditing services.

Pursuant to Section 7.7 (Termination Prior to Expiration of Term) of the Contract Services Agreement, the City may terminate the Contract Services Agreement with or without cause, provided that it provide MLH with 30-day. Staff recommends City Council authorize the City Manager to terminate the Contract Services Agreement with MLH and authorize staff to issue an RFP for auditing services.

ATTACHMENT(S):

A. Resolution No. 25-045

ATTACHMENT A
RESOLUTION NO. 25-045

A RESOLUTION OF THE SOUTH EL MONTE CITY COUNCIL

AUTHORIZING THE CITY MANAGER TO TERMINATE THE

CONTRACT SERVICES AGREEMENT WITH MOSS, LEVY &

HARTZHEIM, LLP
WHEREAS, the City of South El Monte (“City”) contracted with Moss, Levy & Hartzheim (“MLH”) for auditing services on May 24, 2023; and WHEREAS, pursuant to Section 7.7 (Termination Prior to Expiration of Term) of the Contract Services Agreement with MLH, the City may terminate the Contract Services Agreement with or without cause, provided that it provide MLH with 30-day written notice; and WHEREAS, pursuant to Section 7.7 of the Contract Services Agreement, the City Council wishes to authorize the City Manager to exercise the City’s right to terminate the Contract Services Agreement; and
WHEREAS, the City Council further wishes to authorize staff to issue a Request for Proposals for auditing services.

NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SOUTH EL MONTE AS FOLLOWS:

SECTION 1. The aforementioned recitals are incorporated herein by reference as set forth in full.

SECTION 2. The City Council hereby authorizes the City Manager to exercise Section

7.7 of the Contract Services Agreement with MLH. The City Council further authorizes staff to issue a Request for Proposals for auditing services.

SECTION 5. The City Clerk shall certify to the adoption of this Resolution.

PASSED, APPROVED, ADOPTED this 6th day of May 2025.

ATTEST:

Gloria Olmos, Mayor
Adrian Garcia, City Clerk

STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) SS:

CITY OF SOUTH EL MONTE )
I, Adrian Garcia, City Clerk of the City of South El Monte, do hereby certify that the foregoing Resolution, being Resolution No. 25-045, was passed and approved by the City Council of the City of South El Monte at a regular meeting of said Council held on the 6th day of May 2025, and that said Resolution was adopted by the following vote:

AYES: Councilmember(s):

NOES: Councilmember(s):

ABSENT: Councilmember(s):

ABSTAIN: Councilmember(s):

Adrian Garcia, MMC, City Clerk

City Council Agenda Report
Agenda Item No. 10.c.

DATE: May 6, 2025
TO: Honorable Mayor and Members of the City Council
APPROVED BY: Rene Salas, City Manager
SUBMITTED BY: Danilo Batson, Interim Director of Public Works SUBJECT: PRESENTATION AND DIRECTION ON MERCED AVENUE
GREENWAY PROJECT PHASE 2 NORTH AND APPROVE
80% DESIGN
SUMMARY: Merced Avenue Greenway Phase 2 North project, Rush Street to Fern Street, includes installation of stormwater capture and infiltration facilities, landscaping, bicycle and pedestrian improvements, and paving. Currently, the project is 80% design.

RECOMMENDED ACTION: Receive presentation and approve 80% Design and direct staff as needed.

FISCAL/FINANCIAL IMPACT: There is no fiscal impact regarding this action. Staff will return to Council to request authorization to apply for additional construction funding as opportunities present and if there are any modifications to the current design.

DISCUSSION: Phase 2 will complete the remaining .5 mile of the 1.1 mile Merced Avenue Greenway project. This project is the result of a community participatory planning and design effort that began in 2017. Phase 1, Lerma to Rush, recently completed construction and was dedicated on March 1, 2025. Phase 2 of the project reflects a business-focused design for the commercial segment of the corridor. Taking into account business and community design considerations collected through an extensive outreach and engagement campaign that included door-to-door canvassing, phone call follow-ups, multi-lingual communications, community workshops, presentations, pop-events and onsite demonstrations. The resulting design features include street improvements to reduce localized flooding, improve traffic flow and maintain business operations, reconstruct compliant driveways and sidewalks, improve water quality and supply through underground stormwater capture and infiltration structures with porous concrete conveyance, enhance street beautification through landscaping planters with trees and native plants, improve bicycle and pedestrian mobility, and provide roadway rehabilitation, striping and related improvements.

The project is located along Merced Avenue between Rush Street and Fern Street to the border with the City of El Monte. Total project length of Phase 2 is approximately 0.5

mile.

On May 28, 2024, the City Council adopted Resolution 24-181, approving an amended contract to complete the Phase 2 Merced Avenue Greenway North 100% Construction Documents (CD) package and provide on-going, supportive community engagement and administrative services for the project.

The 60% Phase 2 design package milestone was reached at the end of February 2025, with the 100% Construction Documents on target to be completed by this summer 2025. Completing the shovel-ready CD package by this summer is critical to maintain already secured construction funding by maintaining a deliverable schedule capable of meeting grant requirements. To date, the project team has secured approximately $11.8 Million in construction funding, see summary chart below. The current project estimate, at 80% Design, is $14.6 Million (including soft costs), with a funding gap of approximately $3.0 Million. As a proactive measure, the project team will continue to seek additional construction funding to mitigate current uncertainty in the trade and commodity markets and shifting governmental policies and priorities to close the funding gap.

Funder Type Entity Grant Program Award Amount
Federal HUD Community Planning $3.2 M
Federal EPA Community Change $3 M
State Caltrans ATP Cycle 6 $2.6 M
State Caltrans Clean California Round 2 $3.2 M
Phase 2 Constructio
n
Funding Secured /
Awarded
$11.8 M
EstimatedTotal Project Cost $14.8 M
EstimatedFunding Gap ($3.0 M)
Additionally, staff, with project team assistance, are engaging with the State granting agencies to secure timeline extensions and/or submittal accommodations. By this summer, the Construction Documents, with a 100% Engineer’s estimate, will be completed. The shovel-ready project will have an established total construction budget and the status of secured and any pending funding sources are expected to be known.

Finally, if the City decides to alter or modify the design significantly, four (4) items that should be noted are:

1. Soft Cost Increases – may result as the project is near final design,

2. Grants/Funding Lost - some funds may be lost since these grants were secured/awarded based on the current benefits, features and improvements included in the 80% design and the City’s original grant application,

3. Grants Claw Backs - some granting agencies may request funds to be returned to them since the original project, as listed in our original grant application, will not be completed, and

4. Project Timeline Delays - current project milestones and timelines may not be met, resulting in the potential for loss of grant funds.

Staff recommends City Council receive a presentation, approve the 80% Design, and direct staff as needed for the completion of the Phase 2 Design Package for a shovelready project and pursue additional project funding sources as they become available.

ATTACHMENT(S):

A. Presentation
B. Phase 2 Plans

City Council Project Update | May 6, 2025

MERCED AVE GREENWAY
Phase II North Design and Overall Project Update
Phase 1 Merced Greenway Ribbon Cutting Celebration March 1, 2025

ATTACHMENT A

Merced Avenue Greenway
A Community-Led Project
❏ Community Participatory Planning and Design
❏ Two Phase Implementation Strategy
❏ Benefits Meet Both City & Community Needs

Design Balances Needs & Place
❏ Community-led Planning & Design
Process began in 2015 w/ReDesign LA
❏ Two Phase Design & Implementation
Strategy Adopted in 2020
❏ Ongoing Engagement & Stewardship
continues today:
❏ Community Workshops
❏ Community & Youth
Presentations
❏ Pop-Up & Tabling Events
❏ Walking & Biking Tours
❏ Pedestrian & Bike Counts
❏ Door to Door Canvassing &
Surveys
❏ Website & Social Media posts ActiveSGV conducts inclusive, multilingual community outreach via fact sheet in English,
Spanish, Chinese, and VietnamesePage 292 of 383
SGV Paving the Way for Complete Streets
Claremont – Foothill Blvd El Monte – Ramona at Tyler Baldwin Park – Pacific Ave Baldwin Park | Claremont | Duarte | El Monte | Glendora | Irwindale | LA County Unincorporated | Monterey Park | Monrovia Montebello | Pasadena | Pomona | Rosemead | San Dimas | San Gabriel | South El Monte | South Pasadena | Temple City

Project Benefits and Goals
❏ City Benefits
❏ Attract Fed, State & Local grant investment to the City ❏ Improve stormwater quality to help the City comply with MS4 Permit ❏ Repaved and stripe road surfaces for longevity and safety ❏ Reconstruct non-compliant driveways, sidewalks and ADA ramps ❏ Reduce localized flooding
❏ Bio-infiltration planters to capture and treat stormwater and low flows ❏ Community Goals
❏ Beautify, shade, and cool the street and sidewalks
❏ Improve overall connectivity and safety for vehicles, pedestrians, and cyclists ❏ Invite nature back to the street by providing native habitat planters

Phase 1 | Highlights
❏ Lerma Street North to Rush Street
❏ Construction Timeline – January 2024 to March 2025
❏ Funded by $11.9 Million in Federal, State and Local Grants ❏ Elements:
❏ 133 new native trees and 3,000+ native plants
❏ San Gabriel Valley's first sidewalk-level bike path (0.6 mile) ❏ Bio-infiltration planters capable of capturing and treating an average of 7 million gallons of stormwater while infiltrating approximately 2.1 million gallons annually
❏ All new street paving, striping with new high visibility crosswalks ❏ All new sidewalks, driveways, curbs and gutters, with porous concrete at on-street parking areas

Celebrating Phase 1 Completion
❏ Over 200 attended the March 1st
Ribbon Cutting & Project Dedication
of Merced Ave Greenway, a 0.6 mile
segment south of Rush Street
❏ Community members, VIPs,
funders, team members joined
residents of Merced Ave and
surrounding neighborhoods to
celebrate
❏ Guided walking and biking tours of
the project were provided by Active
SGV staff

Phase 2 | Closing the Gap
Complete Streets | Mobility, Connectivity, Safety, Beautification PHASE 1

COMPLETE
PHASE 2

KLINGERMAN ST

FERN ST

RUSH ST

SOUTH EL MONTE

STROZIER AVE

EL MONTE

MERCED AVE
Existing Bicycle Lanes
South El Monte: Phase 1 Merced: Class IV
El Monte: Class II
Current South El Monte GAP (0.5-mile)
Phase 2: Planned Class II

Beautification, Compliance, & Safety
Parking Count
Existing 57
Post-Construction 52
Loss (Compliance
Factors)
5 Notes:

1. Change is due to CA Daylighting
Law (AB 413) and accessibility
compliant driveway and
pedestrian path requirements.

STOP
Native Trees &
Vegetation Planters
On-Street Parking
Hi-Viz Crosswalks &
ADA Compliant Ramps State Compliant
Driveways
Buffered
Class II Bike
Lane Dedicated
Turn Lanes
STOP

Target Capture
Volume
85th Percentile
Storm 435,186 gal
Captured Volume
Pervious
Concrete 24,745 gal
Infiltration
Galleries 418,220 gal
Total 442,965 gal
Improve WQ/WS
Stormwater Capture & Infiltration
Connect to Ex.

Catch Basin Equalization Pipe
Pervious Concrete
with Underdrain
Underground
Infiltration Gallery

Phase 2 | Project Highlights
❑ Construction Timeline – Target Start Date: January 2026 ❑ Close Merced Ave street improvement and bike lane gap between Rush St and Fern St connecting with El Monte
❑ Reduce water pollution and increase supply via underground infiltration galleries to capture, treat, and infiltrate stormwater ❑ Incorporate center turn lane and high-visibility crosswalks ❑ Reconstruct non-compliant sidewalks and driveways
❑ New street pavement with porous concrete at parking areas ❑ 22 trees and 1,000+ native plants

Site Preparation and Demolition $ 1,936,657
Water Quality Treatment $ 2,857,700
Pavement $ 3,019,425
Signage and Striping $ 240,747
Landscaping $ 658,600
Utilities $ 531,550
General Conditions $ 900,700
SUBTOTAL HARD COST $ 10,145,378
Mobilization $ 507,269
Contingency $ 1,521,807
Escalation (1 year) $ 730,467
TOTAL HARD COST $ 12,904,921

ADDITIVE ALTERNATES
Nighttime or Weekend Construction $ 455,000
Cool Pavement $ 460,000
Reconstruct Ex. Compliant Sidewalks and Driveways $ 275,000 Phase 2 | 60% Design Estimate

Phase 2 | Design Schedule
Task Start End
Site Investigation 7/25/24 10/11/24
Conceptual Design 8/30/24 11/12/24
Develop Concept Design 8/30/24 10/11/24
PDR Addendum 10/14/24 11/12/24
Plans, Specifications, and Estimates 11/6/24 8/21/25
60% Design 11/6/24 2/20/25
Draft 100% Design 3/3/25 5/19/25
Final 100% Design 8/8/25 8/21/25
Permits/Plan Reviews (LACFCD and LACDPH) 2/20/25 8/8/25

PHASE 2 CONSTRUCTION: $11.8 Million Funding Secured & $3 Million Pending Increase the safety and mobility of non-motorized
users, increase non-motorized trips, and enhance
public health
Complete continuous street improvements, water
quality system and pedestrian and bike connectivity
improvements
Local sustainable streets, beautification focus
and at risk youth workforce development
opportunity
Support capacity building and increase community
climate resilience by implementing place-based
improvements that are responsive to community
and stakeholder input
$3.2 Million
$2.6 Million
$3 Million
$3 Million
Funders |Complete Streets & Mobility

Q & A
Discussion

MERCED AVE

RUSH ST

GARVEY AVE

SANTA ANITA AVE

LERMA RD

RIO HONDO

CHANNEL
LEGG
LAKE

RECREATION
AREA

RECREATION
AREA

EL MONTE

ROSEMEAD
INTERSTATE 10
HIGHWAY 60

ROSEMEAD BLVD
INTERSTATE 605

PROJECT

LOCATION

SOUTH EL MONTE

FERN ST

KLINGERMAN ST
WM WM

WM WMWM
WM

WMWM WM
WM
WM
WM WM
WM WM
WM WM
WM
WM WM
WM

WM WM WM
WM

WMWM WM

WM WM WM

WM WM WM
WM
WM
WM
WM

WM WM WM
WM WM
WM
WM
WMWM
WM WM
WM
WM
WM
WM WM
WMWM

WM WMWM
WM
WM WM
WM
WM
WMWM
WM
WM

WMWM WM
WM
WM

WMWMWM WMWMWMWM
SS
SS
SS
SS SS
SS
SS SS
SS WM
FHV
FHV
FHV
FHV

FHV FHV
FHV
FHV
FHV
FHV
FHV

STOP STOP STOP SD
SD
SD
TEL
IRV
SD

SL GM STOP STOP

STOP GMGM
SD
SD
TS
TS
TS
TS
TS
TS
TSTS
TS
SD

SD GM GM GM GM
GM
GM
GM
GM
GM
GM

SD VLT VLT VLT VLT WM
FDC
PIV
SS
PB WM
TEL

GM BOL BOL BOL
SD
SS
BOL
BFP
BFP WM
BFP
x
SD
SS SS
SD
SD
x
BOL
BOL GM
FDC
FDC
FDC
FDC GM
ICV
SS BOL
FDC
FDC
BOL
BOL
BOL
PIV
FDC
BOL
FDC
FDC
FDC

BOL PB PB
SS
SS
FDC

BOL BOL
STOP
AHEAD

RUSH ST

KLINGERMAN ST

FERN ST MERCED AVE
G-001

TITLE SHEET

NP/CM/RA

NP/CM/RA
EP
Sheet 01

VICINITY MAP

NOT TO SCALE

SITE MAP

DESIGN CONSULTANTS
TETRA TECH, INC.

PRIME CONSULTANT: SUB CONSULTANT:

ALTA PLANNING + DESIGN

STREET IMPROVEMENT AND

STORMWATER DESIGN

JASON FUSSEL, PE, PLS, ENV SP, QSD/P

PRINCIPAL IN CHARGE

ELVA PANGILINAN, PE, ENV SP

PROJECT MANAGER

PROJECT ENGINEER

DAN HELT, PE, PLS

SURVEYOR
711 TANK FARM RD, SUITE 110
SAN LUIS OBISPO, CA 93402
PHONE: (805) 542-9052
FAX: (805) 542-9254

SIGNAGE, STRIPING, AND

LANDSCAPE DESIGN
VINCENT B. HELLENS, JR

PRINCIPAL

KATHLEEN MCKERNIN, PLA, ASLA

PROJECT MANAGER

LANDSCAPE ARCHITECT

KEVIN KIM, PE

CIVIL ENGINEER
617 W 7TH ST, SUITE 1103
LOS ANGELES, CA 90017
PHONE: (213) 489-7443

COUNCIL FOR

WATERSHED
HEALTH

DEBBIE ENOS

PROJECT MANAGER
177 E. COLORADO BLVD.,
SUITE 200
PASADENA, CA 91105
PHONE: (213) 229-9946

PROJECT TEAM

CITY OF SOUTH EL MONTE

COASTAL

CONSERVANCY

JOAN CARDELLINO

SOUTH COAST REGIONAL

MANAGER
1515 CLAY ST, 10TH FLOOR
OAKLAND, CA 94612-1401
PHONE: (510) 286-4093

CLIMATE RESOLVE

JONATHAN PARFREY

EXECUTIVE DIRECTOR
525 S HEWITT ST
LOS ANGELES, CA 90013
PHONE: (213) 634-3790

BIKE SAN GABRIEL
VALLEY

DAVID DIAZ

DIRECTOR, SOCIAL INNOVATION
10900 MULHALL ST, RM 29
EL MONTE, CA 91731
PHONE: (213) 634-3790

PLANNING AND
ENGINEERING:

COLBY CATALDI

COMMUNITY DEVELOPMENT DIRECTOR
1415 SANTA ANITA AVE
SOUTH EL MONTE, CA 91733
PHONE: (626) 579-6540

OVERSIGHT AND
REVIEW:

RACHAEL BARBOSA

CITY MANAGER
1415 SANTA ANITA AVE
SOUTH EL MONTE, CA 91733
PHONE: (626) 579-6540
CONTRACTING: IRMA PENICHE

GRANTS COORDINATOR
1415 SANTA ANITA AVE
SOUTH EL MONTE, CA 91733
PHONE: (626) 579-6540
CITY ENGINEER: MICHAEL ACKERMAN

CITY OF SOUTH EL MONTE
1415 SANTA ANITA AVE
SOUTH EL MONTE, CA 91733
PHONE: (626) 579-3163
1" = 200'

MERCED AVENUE

GREENWAY PROJECT

CITY OF SOUTH EL MONTE

CALIFORNIA

COUNCIL FOR WATERSHED HEALTH

MICHAEL ACKERMAN, PE, CITY ENGINEER DATE
REVIEWED BY:

PHASE 2
N
MARK DATE DESCRIPTION BY Project No.:
www.tetratech.com
Checked By:

Drawn By:

Designed By:
2/20/2025 6:38:47 PM - C:\_AD\ACCDOCS\TETRA TECH INC\200-73157-18001-02-MERCEDAVE\PROJECT FILES\CAD\SHEETFILES\G-001_TITLE-SHEET.DWG - PHAM, NHUT 1 A
2 3 4 5 6 7
B
C
D
E
F
Bar Measures 1 inch
Copyright: Tetra Tech

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
60% SUBMITTAL
200-73157-18001-02
MERCED AVENUE GREENWAY PHASE 2

CITY OF SOUTH EL MONTE
711 TANK FARM RD, SUITE 110
SAN LUIS OBISPO, CA 93402
PHONE: (805) 542-9052 of
1415 SANTA ANITA AVENUE
SOUTH EL MONTE, CA 91733
80% DESIGN - NOT FOR CONSTRUCTION

ATTACHMENT B

G-002

SHEET INDEX, LEGEND, AND

ABBREVIATIONS

NP/CM/RA

NP/CM/RA
EP
Sheet 2
MARK DATE DESCRIPTION BY Project No.:
www.tetratech.com
Checked By:

Drawn By:

Designed By: 2/20/2025 6:38:50 PM - C:\_AD\ACCDOCS\TETRA TECH INC\200-73157-18001-02-MERCEDAVE\PROJECT FILES\CAD\SHEETFILES\G-002_NOTES_LEGEND_ABBREVIATIONS.DWG - PHAM, NHUT 1 A 2 3 4 5 6 7 BCDEF Bar Measures 1 inch
Copyright: Tetra Tech

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
60% SUBMITTAL
200-73157-18001-02
MERCED AVENUE GREENWAY PHASE 2

CITY OF SOUTH EL MONTE
711 TANK FARM RD, SUITE 110
SAN LUIS OBISPO, CA 93402
PHONE: (805) 542-9052 of
1415 SANTA ANITA AVENUE
SOUTH EL MONTE, CA 91733

EXISTING WATER PIPELINE

EXISTING OVERHEAD TELEPHONE LINE

EXISTING UNDERGROUND TELEPHONE LINE

EXISTING STORM DRAIN PIPELINE

EXISTING SANITARY SEWER PIPELINE

1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY OR SUBSTRUCTURE SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND FIELD INSPECTION. NO CERTIFICATION IS MADE AS TO THE ACCURACY OR THOROUGHNESS OF THESE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF

SOUTH EL MONTE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF

LOCATION OF THE EXISTENCE OR NONEXISTENCE OF ANY UNDERGROUND UTILITY OF SUBSTRUCTURE WITHIN THE LIMITS OF THE PROJECT.

2. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION

PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY

FOR JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT TO BE

LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND,

INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGES, IN

CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.

3. ALL WORK SHALL CONFORM TO THE LATEST EDITION AND SUPPLEMENT OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION AND THE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION (SPPWC).

4. ALL UTILITY BOXES SUCH AS WATER METER, EDISON AND OTHERS SHALL BE LEVELED TO FINISH SURFACE.

5. THE CONTRACTOR SHALL PROVIDE CONSTRUCTION SURVEY IF IT IS DEEMED NECESSARY BY THE CITY ENGINEER.

GENERAL NOTES

EXISTING UNDERGROUND ELECTRICAL LINE

EXISTING OVERHEAD FIBEROPTICS LINE

EXISTING OVERHEAD ELECTRICAL LINE

EXISTING NATURAL GAS PIPELINE

EXISTING OVERHEAD COMMUNICATIONS LINE

EXISTING UNDERGROUND COMMUNICATIONS LINE

AC ASPHALT CONCRETE

ACC ACCESSIBLE

ADA AMERICAN DISABILITIES ACT

AGG AGGREGATE

BC BEGINNING OF CURVE

BCR BEGIN CURB RETURN

BEG BEGIN

BMP BEST MANAGEMENT PRACTICE

CB CATCH BASIN

CF CURB FACE

CFS CUBIC FEET PER SECOND

CH CHAPTER

C/L CENTERLINE

CLF CHAIN LINK FENCE

CO CLEAN OUT

CONC CONCRETE D DELTA

DOC DOCUMENT

DWG DRAWING E ELECTRICAL LINE
(E) EXISTING

EA EACH

EC END OF CURVE

ECR END CURB RETURN

EL ELEVATION

ELEV ELEVATION

EX EXISTING

FG FINISH GRADE

FL FLOWLINE

FS FINISH SURFACE G GAS LINE

GA GAUGE

GALV GALVINIZED

GB GRADE BREAK

GTR GUTTER

GV GAS VALVE

HIBR HIGH INFILTRATION BIOFILTRATION

HP HIGH POINT ELEVATION

HR HOUR

IN INCHES

INV INVERT

LASD LOS ANGELES SANITATION DISTRICT

LACFCD LOS ANGELES COUNTY FLOOD CONTROL DISTRICT

LF LINEAR FOOT

LP LOW POINT ELEVATION

LT LEFT TANGENT

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OP CURB OPENING

PLNT PLANTER

POC POINT OF CONNECTION

PVMT PAVEMENT
(P) PROPOSED

PROP PROPOSED

R&S REMOVE AND SALVAGE

R/C RETAINING CURB

RCP REINFORCED CONCRETE PIPE

ROW RIGHT-OF-WAY

RT RIGHT TANGENT S SLOPE

SD STORM DRAIN

SGVW SAN GABRIEL VALLEY WATER

SS SANITARY SEWER

STA STATION

STD STANDARD

SW SIDEWALK

TC TOP OF CURB

TEL TELEPHONE

TG TOP OF GRATE

TYP TYPICAL

VCP VITRIFIED CLAY PIPE W DOMESTIC WATER

WSE WATER SURFACE ELEVATION

WV WATER VALVE

C/L CENTERLINE
(L) LEFT
(R) RIGHT
LEGEND

AC PAVEMENT - GRIND AND OVERLAY

CONCRETE CEMENT CONCRETE

DETECTABLE WARNING SURFACE
MINOR (1') CONTOUR LINE
MAJOR (5') CONTOUR LINE

ROAD CENTERLINE ALIGNMENT

PROPOSED LINEWORK

EXISTING LINEWORK

VEGETATION

CHAIN LINK FENCE

WROUGHT IRON FENCE
SAWCUT

RIGHT-OF-WAY
XX
XX

ABBREVIATIONS
W
OT
SD
SS
OE
UT
UEG
FO
OTV
UTV x x x x

LOCAL BENCHMARK

STREET LIGHT POLE

GAS VALVE

FIRE HYDRANT

SANITARY SEWER MANHOLE

STORM DRAIN MANHOLE

WATER VALVE

WATER METER

STORM DRAIN INLET

TELECOMMUNICATION BOX

ELECTRICAL BOX

TELEVISION BOX

GAS METER
POLE

TRAFFIC SIGNAL POLE

POWER POLE
SIGN

GUY WIRE
DI
TSP
WM
WV
SS
SDP
FH
GVG
TV
TB
EB
PP

FULL DEPTH RECONSTRUCTION
XX
XX

PLANTER

SHEET INDEX
Sheet Number Sheet Title
G-001 TITLE SHEET
G-002 NOTES, LEGENDS, ABBREVIATIONS
G-003 NOTICE TO CONTRACTOR SHEET 1
G-004 NOTICE TO CONTRACTOR SHEET 2
C-101 BMP & HORIZONTAL CONTROL PLAN SHEET 1
C-102 BMP & HORIZONTAL CONTROL PLAN SHEET 2
C-103 BMP & HORIZONTAL CONTROL PLAN SHEET 3
C-104 HORIZONTAL CONTROL TABLES SHEET 1
C-105 HORIZONTAL CONTROL TABLES SHEET 2
C-201 DEMOLITION PLAN SHEET 1
C-202 DEMOLITION PLAN SHEET 2
C-203 DEMOLITION PLAN SHEET 3
C-301 STREET IMPROVEMENT PLAN SHEET 1
C-302 STREET IMPROVEMENT PLAN SHEET 2
C-303 STREET IMPROVEMENT PLAN SHEET 3
C-304 STREET IMPROVEMENT PLAN SHEET 4
C-305 STREET IMPROVEMENT PLAN SHEET 5
C-306 STREET IMPROVEMENT PLAN SHEET 6
C-307 ACCESSIBLE CURB RAMPS SHEET 1
C-308 ACCESSIBLE CURB RAMP SHEET 2
C-309 ACCESSIBLE CURB RAMPS SHEET 3
C-310 ACCESSIBLE CURB RAMPS SHEET 4
C-401 STORM DRAIN PLAN & PROFILE SHEET 1
C-402 STORM DRAIN PLAN & PROFILE SHEET 2
C-403 STORM DRAIN PLAN & PROFILE SHEET 3
C-404 STORM DRAIN PLAN & PROFILE SHEET 4
C-405 STORM DRAIN PLAN & PROFILE SHEET 5
C-406 STORM DRAIN PLAN & PROFILE SHEET 6
C-501 TYPICAL STREET SECTIONS
C-502 DETAILS SHEET 1
C-503 DETAILS SHEET 2
C-504 DETAILS SHEET 3
SS-01 SIGNING AND STRIPING PLAN NOTES AND LEGEND
SS-02 SIGNING AND STRIPING PLAN
SS-03 SIGNING AND STRIPING PLAN
SS-04 SIGNING AND STRIPING PLAN DETAILS
IR-100 IRRIGATION LEGEND AND NOTES
IR-101 IRRIGATION LEGEND AND NOTES
IR-102 IRRIGATION PLANS
IR-103 IRRIGATION PLANS
IR-104 IRRIGATION PLANS
IR-105 IRRIGATION DETAILS
IR-106 IRRIGATION DETAILS
P-100 PLANTING LEGEND AND NOTES
P-101 PLANTING PLANS
P-102 PLANTING PLANS
P-103 PLANTING PLANS
P-104 PLAN ENLARGEMENTS

FERN ST TO KLINGERMAN ST - EAST
P-105 PLAN ENLARGEMENTS

FERN ST TO KLINGERMAN ST - WEST
P-106 PLAN ENLARGEMENTS

KLINGERMAN ST TO RUSH ST - EAST
P-107 PLAN ENLARGEMENTS

KLINGERMAN ST TO RUSH ST - WEST
P-108 PLANTING DETAILS

PERVIOUS PAVERS - UNLINED

PERVIOUS PAVERS - LINED

INFILTRATION GALLERY
80% DESIGN - NOT FOR CONSTRUCTION Page 306 of 383
G-003

NOTICE TO CONTRACTORS
SHEET 1

NP/CM/RA

NP/CM/RA
EP
Sheet 3

1. ALL TRAFFIC CONTROL WORK FOR CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF: · THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (CA MUTCD), · WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH MANUAL), · ALL O.S.H.A. REQUIREMENTS.

2. THE CONTRACTOR SHALL SUBMIT DETAILED TRAFFIC CONTROL PLANS (TCP) ON 24"x36" SHEET WHICH SHALL CLEARLY SHOW AND DESCRIBE ALL

PROPOSED LIGHTS, WARNING SIGNS, BARRICADES, DELINEATORS,

TEMPORARY LANE MARKINGS, TEMPORARY TRAFFIC SIGNALS OR SIGNS, AND ANY AND ALL OTHER FACILITIES PROPOSED TO BE INSTALLED. TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL.

3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE TRAFFIC CONTROL

SAFETY OF PEDESTRIANS AND VEHICLES ON THE PUBLIC RIGHT-OF-WAY WITHIN THE CONTRACTOR'S WORK AREA.

4. THE CONTRACTOR SHALL NOTIFY BY PRINTED NOTICE, THE OCCUPANTS OF

ALL PROPERTIES WITHIN THE CONSTRUCTION ZONE OF ANY ACCESS,

PARKING AND CIRCULATION RESTRICTIONS AND LIMITATIONS THAT WILL BE CREATED BY THE CONSTRUCTION AT LEAST TEN (10) CALENDAR DAYS IN ADVANCE OF THE COMMENCEMENT OF CONSTRUCTION. THIS NOTICE SHALL

BE PREPARED BY THE CITY OF SOUTH EL MONTE, BUT BE DISTRIBUTED BY THE CONTRACTOR.

5. NO CLOSURE OF ANY STREET SHALL BE ALLOWED UNLESS PRIOR WRITTEN PERMISSION IS OBTAINED FROM THE CITY ENGINEER. IF PERMISSION TO

CLOSE A STREET IS GRANTED, THEN THE CONTRACTOR IS REQUIRED TO NOTIFY IN WRITING AT LEAST FIVE (5) WORKING DAYS IN ADVANCE OF

STREET CLOSURES, ALL EMERGENCY SERVICES, AND SCHOOL BUS

SERVICES SHALL BE NOTIFIED BY THE CONTRACTOR IN WRITING OF THE LOCATIONS, TIME, AND DATE OF THE CLOSURES. IN CASE OF SCHEDULE CHANGES, THE EMERGENCY SERVICES, ETC., SHALL BE NOTIFIED BY TELEPHONE AT LEAST TWO (2) DAYS IN ADVANCE OF THE STREET CLOSURE.

6. THE CONTRACTOR SHALL NOTIFY IN WRITING RESIDENTS OF PROPERTY ADJOINING THE LOCATION OF THE WORK AT LEAST FORTY-EIGHT (48) HOURS BEFORE THE START OF CONSTRUCTION ON THAT STREET. THE
CONTRACTOR IS RESPONSIBLE FOR POSTING "TEMPORARY NO-PARKING" SIGNS AT LEAST FORTY-EIGHT (48) HOURS BEFORE USING THE PARKING LANE FOR CONSTRUCTION PURPOSES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING, POSTING, AND REMOVING TEMPORARY "NO PARKING" AND "NO DRIVING" SIGNS (AS APPLICABLE) ALONG PROJECT STREETS. SIGNS SHALL BE POSTED ON EACH SIDE OF THE STREET WITH A MAXIMUM OF 200 FEET BETWEEN SIGNS. WHEN NECESSARY, THE
CONTRACTOR SHALL FURNISH POSTS. PURSUANT TO CITY REQUIREMENTS, "TEMPORARY NO PARKING" SIGNS MUST BE POSTED AND VERIFIED BY THE SOUTH EL MONTE POLICE DEPARTMENT 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION.

7. ANY TRENCH OR EXCAVATION IN THE STREET OR ALLEY WHICH REMAINS OPEN AFTER WORK HOURS SHALL BE COVERED BY STEEL PLATES. ALL TRENCH PLATES ARE TO BE NON-SKID, RECESSED, AND PINNED IN PLACE. IF TWO OR MORE PLATES ARE USED, THEY SHALL BE WELDED TOGETHER.

8. IN THE CASE OF WORK REQUIRING EXCAVATION OF THE ROADWAY WHICH

MAY INTERFERE WITH THE USE BY RESIDENTS OR BUSINESSES OF THEIR

DRIVEWAYS, SUITABLE PROVISIONS SHALL BE MADE BY THE CONTRACTOR

AT SUCH TIME AS THE EXIGENCIES OF CONSTRUCTION MAY DEMAND A TEMPORARY BLOCKING OF SAID DRIVEWAYS. EFFORTS SHALL BE MADE BY

THE CONTRACTOR TO MINIMIZE THE DURATION OF SAID BLOCKING AND TO NOTIFY THE RESIDENTS OF THIS NEED WELL IN ADVANCE. FURTHER, THE

CONTRACTOR SHALL PROVIDE ACCESS TO EACH RESIDENTIAL OR
COMMERCIAL ESTABLISHMENT EACH EVENING.

9. ALL SIGNING AND STRIPING SHALL CONFORM TO THE LATEST CALTRANS

STANDARD PLANS AND SPECIFICATIONS AND THE CITY OF SOUTH EL MONTE LATEST "SIGNING AND STRIPING GENERAL NOTES”.

10. NO WORK SHALL BEGIN BEFORE 8:00 AM OR CONTINUE AFTER 5:00 PM ON WEEKDAYS, UNLESS APPROVED BY THE CITY ENGINEER. THE ONLY

EXCEPTION IS WHEN THE TRAFFIC CONTROL PLAN HAS BEEN APPROVED FOR 24 HOUR LANE CLOSURES. IN THIS CASE, THE CONTRACTOR CAN ONLY

WORK BEHIND THE TRAFFIC CONTROL DEVICES WITHIN THE APPROVED 24-HOUR LANE CLOSURE PERIOD.

11. NO WORK IS PERMITTED ON HOLIDAYS UNLESS APPROVED BY THE CITY ENGINEER.

12. DURING NON-WORKING HOURS OR WHEN WORK IS NOT SCHEDULED, ALL

ROADWAYS LANES SHALL BE RETURNED TO THEIR FULL TRAFFIC USAGE ON

THE SAME DAY BY PLATING OR BACKFILLING THE OPEN TRENCHES, AND

CONTRACTOR SHALL REMOVE ALL TRAFFIC CONTROL DEVICES USED FOR

TRAFFIC CONTROL OR DETOUR OR AS DIRECTED BY THE CITY
REPRESENTATIVE. THE ONLY EXCEPTIONS ARE WHEN THE TRAFFIC CONTROL PLAN HAS BEEN APPROVED FOR 24 HOUR OR EXTENDED LANE CLOSURES. IN THIS CASE, THE CONTRACTOR SHALL MAINTAIN ALL TRAFFIC

CONTROL DEVICES USED FOR TRAFFIC CONTROL OR DETOURS DURING THE APPROVED 24-HOUR OR LONGER LANE CLOSURES.

13. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE ACCESS POINT TO ALL ADJACENT PROPERTIES AND FIRE HYDRANTS.

14. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE.

15. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION.

16. ALL TUBULAR DELINEATORS SHALL BE 36" MINIMUM HEIGHT AND CONES SHALL BE 28" MINIMUM HEIGHT AND SHALL INCLUDE A 6” AND 4" HIGH INTENSITY REFLECTORIZED SLEEVES.

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY

ADDITIONAL TRAFFIC CONTROL DEVICES REQUIRED BY THE CITY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION.

18. THE CONTRACTOR SHALL RESTORE ANY AND ALL STRIPING, PAVEMENT

MARKINGS, AND TRAFFIC SIGNAL LOOPS DAMAGED OR REMOVED DURING CONSTRUCTION TO THE SATISFACTION OF THE CITY REPRESENTATIVE. ANY

TRAFFIC SIGNAL DETECTION LOOPS SHOWN AS PART OF THESE PLANS TO BE DAMAGED SHALL BE REPLACED BY THE END OF THE WORK DAY.

19. THE CONTRACTOR SHALL TELEPHONE THE CITY OF SOUTH EL MONTE CONSTRUCTION MANAGER/INSPECTOR AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO THE STARTING TRAFFIC CONTROL DELINEATION.

20. ARROW BOARDS SHALL BE USED ON ANY LANE CLOSURES ON ARTERIAL STREETS.

21. THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC DURING CONSTRUCTION, UNLESS OTHERWISE APPROVED BY THE CITY.

22. THE CONTRACTOR SHALL MAINTAIN TWO LANES OF TRAFFIC IN EACH DIRECTION DURING CONSTRUCTION ON MAJOR ARTERIAL STREETS.

23. IF TRAFFIC SIGNAL DETECTION LOOPS CANNOT BE REPLACED BY THE END

OF THE WORK DAY THEN THE CONTRACTOR, PRIOR TO CUTTING ANY

DETECTION LOOP SYSTEM, SHALL FURNISH AND INSTALL AN OPERATIONAL

TEMPORARY VIDEO DETECTION SYSTEM IN ACCORDANCE WITH CITY OF SOUTH EL MONTE STANDARDS.

24. ANY UNANTICIPATED DAMAGES TO THE TRAFFIC SIGNAL INTERCONNECT

CONDUIT, INTERCONNECT CABLE, OR DETECTION LOOP SYSTEM DURING OPERATIONS OF THIS PERMIT SHALL BE REPLACED WITHIN 72 HOURS TO THE SATISFACTION OF THE CITY INSPECTOR.

25. NO WORK IS PERMITTED ON HOLIDAYS UNLESS APPROVED BY THE CITY ENGINEER.

CUT FILL
(IMPORT)/
EXPORT

MERCED AVENUE GREENWAY
PHASE 2 PROJECT X,XXX CY XXX CY X,XXX CY

EARTHWORK QUANTITIES

SURVEYOR'S NOTES

1. DATE SURVEYED: AUGUST 29, 30; SEPTEMBER 3, 4, 5; OCTOBER 23. 2024

2. BASIS OF BEARING: THE BEARINGS AND COORDINATES SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS83), ZONE 5 NAD 83 EPOCH 2010.00. BEARINGS AREA BASED UPON FIELD-OBSERVED BASELINE TO SOPAC STATION "CIT1" AND DEFINED

LOCALLY BETWEEN CENTERLINE MONUMENTS ON MERCED AVENUE
BETWEEN KLINGERMAN ST AND ALECIA ST. SAID BEARING WAS
DETERMINED TO BE S 00°06'08"E.

3. BASIS OF ELEVATIONS: THE ELEVATIONS SHOWN HEREON ARE BASED ON

GLOBAL POSITIONING SYSTEM OBSERVATIONS (GPS), BASED ON THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88), BASED UPON FIELD-OBSERVED BASELINSE TO SOPAC STATION "CIT1".

4. BENCHMARK: THE VERTICAL BENCHMARK FOR THIS PROJECT IS A NAIL

AND WASHER, BEING THE CENTERLINE MONUMENT AT THE
INTERSECTION OF MERCED AVENUE AND KLINGERMAN STREET.

ELEVATION: 249.65 FEET.

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION (SPPWC) -

SOUTHERN CALIFORNIA CHAPTER (LATEST EDITION)

ITEM NUMBER
DRIVEWAY APPROACHES 110-2
CURB AND SIDEWALK JOINTS 112-2
SIDEWALK AND DRIVEWAY REPLACEMENT 113-2
CURB AND GUTTER – BARRIER 120-2
CURB AND GUTTER – MOUNTABLE 121-2
CROSS AND LONGITUDINAL GUTTERS 122-2
TERMINAL CLEANOUT STRUCTURE 204-2
BREAKING INTO EXISTING MANHOLES 208-2
GRATING CATCH BASIN – ALLEY (LONGITUDINAL) 304-3
MANHOLE PIPE-TO-PIPE (ONE OR BOTH MAIN LINE IDS = 33" 321-2

OR SMALLER)
JUNCTION STRUCTURE - PIPE TO PIPE (INLET ID ≥ 24") 331-3 PIPE CONNECTIONS TO EXISTING STORM DRAINS 335-2
POLYPROPYLENE - PLASTIC STEP MISCELLANEOUS STRUCTURES 636-2

STANDARD PLANS FOR LOS ANGELES COUNTY,

DEPARTMENT OF PUBLIC WORKS

ITEM NUMBER
ALLOWABLE TRENCH WIDTHS 2027-1
PIPE BEDDING IN TRENCHES 3080-3

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

STANDARD PLANS FOR LOS ANGELES COUNTY

GENERAL NOTES TRAFFIC CONTROL GENERAL NOTES

1. ALL WORK SHALL CONFORM TO THE PROJECT TECHNICAL SPECIFICATIONS. WORK NOT

COVERED BY THE PROJECT SPECIFICATIONS SHALL CONFORM TO THE STANDARD PLANS

OF LOS ANGELES COUNTY, THE CITY OF SOUTH EL MONTE, AMERICAN PUBLIC WORKS ASSOCIATION, AND CALTRANS STANDARD PLANS AND SPECIFICATIONS. (ALL LATEST EDITIONS).

2. THE CONTRACTOR SHALL VISIT THE SITE AND BE KNOWLEDGEABLE OF CONDITIONS THEREON. THE CONTRACTOR SHALL INVESTIGATE, VERIFY AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT. THE CONTRACTOR SHALL NOTIFY THE CITY OF ANY

CONDITIONS REQUIRING CORRECTION OR MODIFICATION PRIOR TO PROCEEDING WITH THE WORK.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL WORK ON THE SITE.

4. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. DIMENSIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO PROCEEDING WITH THE WORK. THE CITY SHALL BE NOTIFIED OF ANY CORRECTIONS REQUIRED.

5. NOTES AND TYPICAL DETAILS APPLY TO ALL DRAWINGS UNLESS NOTED OTHERWISE.

6. FRAMING CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE FRAMED SIMILAR TO THE DETAILS SHOWN FOR RESPECTIVE MATERIALS.

7. TRADE NAMES AND MANUFACTURERS REFERRED TO ARE FOR QUALITY STANDARDS ONLY. EQUALS WILL BE PERMITTED ONLY AS APPROVED BY THE CITY. SUBMITTALS

AND/OR SHOP DRAWING ARE REQUIRED FOR ALL PRODUCTS OR ITEMS TO BE INSTALLED. SEE SPECIFICATIONS.

8. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT,

AND TRANSPORTATION NECESSARY FOR THE COMPLETE AND PROPER EXECUTION OF THE WORK.

9. THE GENERAL CONTRACTOR AND ITS SUBCONTRACTORS SHALL FURNISH ALL LABOR, EQUIPMENT, AND MATERIALS; AND PERFORM ALL WORK NECESSARY, INDICATED, REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH JURISDICTION. ALL

CONTRACTORS SHALL COMPLETE THEIR SCOPE OF WORK FOR A COMPLETE AND PROPERLY FINISHED JOB. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL

LABOR, MATERIALS, EQUIPMENT, AND TRANSPORTATION NECESSARY FOR THE COMPLETE AND PROPER EXECUTION OF THE WORK.

10. THE CONTRACTOR SHALL PROVIDE PROPER ANCHORAGE OF ALL EQUIPMENT AND

ASSEMBLIES SHOWN HEREIN IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS, TRADE AND INDUSTRY STANDARDS, AND ALL GOVERNING CODES AND ORDINANCES.

11. WHERE SPECIFIC DIMENSIONS, DETAILS, OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT THE ENGINEER BEFORE PROCEEDING WITH THE WORK.

12. ALL WORK SHALL BE PERFORMED TO THE HIGHEST STANDARDS OF PRACTICE FOR EACH TRADE.

13. ALL COSTS FOR PERMITS AND MISCELLANEOUS FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SEE SPECIFICATIONS.

14. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES AND FACILITIES, AND PROTECT THEM FROM DAMAGE AS REQUIRED. THOSE IMPACTED MUST BE REPAIRED OR REPLACED TO FUNCTION AS WELL AS THEIR EXISTING CONDITION.

15. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED BY THE WORK SHALL BE VERIFIED BY THE CONTRACTOR BEFORE COMMENCING THE WORK. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE DRAWINGS.

16. ALL DISSIMILAR METALS SHALL BE SUFFICIENTLY ISOLATED FROM EACH OTHER TO PREVENT GALVANIC ACTION.

17. ALL PIPING, DUCTS, AND CONDUIT WHICH PENETRATE WALLS AND FLOORS SHALL BE

INSTALLED IN A MANNER THAT WILL PRESERVE THE FIRE RESISTIVE, WATERPROOFING, AND STRUCTURAL INTEGRITY OF THE BUILDING.

18. CONTRACTOR TO DESIGN AND PROVIDE ALL NECESSARY SHORING AND BRACING FOR REMOVAL ITEMS OR CONSTRUCTION OF IMPROVEMENTS.

19. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL DRAWINGS WITH ITS SUBCONTRACTORS. ALL SUBCONTRACTORS SHALL BE FURNISHED WITH COMPLETE SETS OF PLANS AND SPECIFICATIONS BY THE CONTRACTOR.

20. NOTIFICATION: AT LEAST TEN (10) DAYS BEFORE THE START OF CONSTRUCTION, THE

CONTRACTOR SHALL NOTIFY, IN WRITING, ABUTTING PROPERTY OCCUPANTS OF THE PROPOSED CONSTRUCTION START DATE. A COPY OF SAID WRITTEN NOTIFICATION

SHALL BE PROVIDED TO THE INSPECTOR FOR APPROVAL BEFORE THEY ARE DISTRIBUTED TO THE OCCUPANTS OF THE ABUTTING PROPERTY.

21. TRENCH COMPACTION AND SUBGRADE COMPACTION TESTS SHALL BE PERFORMED BY A LABORATORY DESIGNATED BY THE CITY, UTILIZING CALIFORNIA TEST METHOD NO. 216 AND 231. THE CITY WILL FURNISH FIRST TESTS, WHEN REQUESTED, AT NO COST TO THE CONTRACTOR. ANY RE-TESTING REQUIRED DUE TO FIRST TEST FAILURES SHALL BE

MADE AT LOCATIONS ORDERED BY THE ENGINEER, AND SHALL BE AT THE

CONTRACTOR'S EXPENSE - COST OF WHICH WILL BE DEDUCTED FROM THE CONTRACTOR'S FINAL PAYMENT.

22. ALL EXISTING IMPROVEMENTS INCLUDING CURB AND GUTTERS, SIDEWALKS, ASPHALT CONCRETE OR P.C.C. PAVING WHICH ARE BEING JOINED OR MATCHED IN CONNECTION

WITH THE PROJECT, SHALL BE JOINED, OR MATCHED IN A MANNER SATISFACTORY TO

THE CITY ENGINEER, INCLUDING NECESSARY SAWCUTTING, REMOVAL, REPLACEMENT OR CAPPING.

23. THE CONTRACTOR SHALL CONDUCT HIS CONSTRUCTION OPERATIONS IN SUCH A

MANNER THAT STORM OR OTHER WATERS MAY PROCEED UNINTERRUPTED ALONG THE STREET OR DRAINAGE COURSES.

24. ALL BURIED VALVES SHALL BE PROVIDED WITH RISERS, VALVE BOXES AND COVERS.

NUTS AND BOLTS SHALL BE 316 STAINLESS STEEL.

25. AN ENCROACHMENT PERMIT SHALL BE OBTAINED AND FEES PAID FOR CONSTRUCTION INSPECTION PRIOR TO STARTING WORK. FOR QUESTIONS CONTACT THE ENGINEERING DIVISION, ENROACHMENT PERMITS AND INSPECTION SECTION.

26. THE CONTRACTOR SHALL CONTACT THE CITY TO ARRANGE FOR A PRE-CONSTRUCTION MEETING PRIOR TO CONSTRUCTION START.

27. FOR ALL WORK, SUBJECT TO APPROVAL AND INSPECTION BY CALTRANS OR COUNTY OF LOS ANGELES, OBTAIN A PERMIT FROM THOSE JURISDICTIONS 30 DAYS PRIOR TO CONSTRUCTION WITHIN THEIR RIGHT-OF-WAY OR CONNECTION TO THEIR UTILITIES.

28. ALL WORK SHALL CONFORM TO THE STANDARD PLANS FOR PUBLIC WORKS

CONSTRUCTION (SPPWC) AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. THE LATEST EDITIONS OF THESE MANUALS SHALL BE USED UNLESS OTHERWISE NOTED ON THE PLANS.

29. WORK IN PUBLIC STREETS, SHALL BE PROSECUTED TO COMPLETION WITHOUT DELAY TO

AVOID UNNECESSARY INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND TO THE TRAVELING PUBLIC.

30. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO

PROTECT ADJACENT PROPERTIES FROM ALL DAMAGE THAT MAY OCCUR FROM STORM

WATER RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING FROM AND IN CONNECTION WITH THE CONSTRUCTION.

31. THERE SHALL BE NO ABOVE-GROUND OBSTRUCTION IN ANY PORTION OF THE SIDEWALK EXCEPT WHERE THE WIDTH, EXCLUSIVE OF THE CURB WIDTH, IS 6 FEET OR GREATER.

32. AT THE EARLIEST OPPORTUNITY OR PRIOR TO FORMING SIDEWALKS, THE CONTRACTOR

SHALL CONTACT THE LOCAL POSTAL OFFICE FOR LOCATION APPROVAL AND TYPE OF MAILBOX RECEPTACLES TO BE INSTALLED. MAILBOX RECEPTACLES, WHEN LOCATED

BEHIND THE CURB, SHALL NOT BE INSTALLED WITHIN THE CURVE SECTIONS OF CUL-DE-SAC BULBS AND KNUCKLES.

33. CONSTRUCT WALK RETURNS AND TRANSITIONS PER SPPWC. WALK TRANSITIONS AROUND DRIVEWAYS AND UTILITIES SHALL CONFORM WITH DETAILS SHOWN THEREON.

34. CONSTRUCT COMMERCIAL AND RESIDENTIAL DRIVEWAYS PER SPPWC STANDARD PLAN 110 UNLESS OTHERWISE SHOWN. PRIOR TO FORMING CURB AND GUTTER, THE

CONTRACTOR SHALL CONFER WITH THE CITY INSPECTOR TO SECURE APPROVAL FOR ALL DRIVEWAY LOCATIONS AND WIDTHS.

35. CONSTRUCT STREET NAME SIGNS PER LOCATIONS SHOWN ON PLAN IN ACCORDANCE WITH CURRENT CITY SPECIFICATIONS AND STANDARD PLANS FOR STREET NAME SIGNS.

ALL STREET NAME SIGNS AT AN INTERSECTION SHALL BE OF THE SAME TYPE AND SHALL

HAVE ASTM TYPE IX RETRO-REFLECTIVE SHEETING WITH AN ANTI-GRAFFITI OVERLAY FILM. STREET NAME SIGNS SHALL BE POSTED PRIOR TO OCCUPANCY OF BUILDINGS.

36. PROVIDE A STREET LIGHTING SYSTEM APPROVED BY THE CITY AND PROVIDE FOR THE TEMPORARY OPERATIONS OF THE STREET LIGHTING SYSTEM.

37. THICKNESS OF BASE MATERIALS WILL BE PER SPPWC AND SSPWC OR AS SPECIFIED IN THE APPROVED PROJECT GEOTECHNICAL REPORT.

38. CRUSHED MISCELLANEOUS BASE (CMB) MAY BE USED UNDER CURBS, GUTTERS, WALKS, AND DRIVEWAYS IN LIEU OF CRUSHED AGGREGATE BASE.

39. ANY DISTURBANCE OF LOOP DETECTORS OR SIGNAL EQUIPMENT WILL REQUIRE SIGNAL MODIFICATION PLANS TO BE SUBMITTED TO THE CITY. THE CONTRACTOR SHALL CONFORM WITH THE APPROVED PLANS.

40. DRIVEWAYS SHALL NOT ENCROACH IN THE 5 (FIVE) FEET GUTTER PORTION OF LOCAL DEPRESSIONS.

41. ALL UTILITY LINES SHALL BE UNDERGROUND. CONTACT CITY ENCROACHMENT PERMITS

AND INSPECTIONS SECTION FOR PERMITTING INFORMATION RELATED TO UTILITY INSTALLATIONS WITHIN THE PUBLIC RIGHT OF WAY. NO UTLITY STRUCTURE OR LINE SHALL BE PLACED WITHIN THE PUBLIC RIGHT OF WAY WITHOUT HAVING VALID PERMITS.

UNPERMITTED UTILITIES SHALL BE REMOVED AT CONTRACTOR'S/APPLICANT'S SOLE EXPENSE.

42. NO DRIVEWAYS SHOULD BE LOCATED WITHIN 25 FEET UPSTREAM OF A CATCH BASIN WHEN THE STREET GRADE IS 6% OR GREATER.

43. RIP RAP NOTES:

A. ROCKS FOR GROUTED RIP RAP SHALL BE GOOD QUALITY RIVER RUN ROCK. THE SMALLEST DIMENSION SHALL NOT BE LESS THAN SIX (6) INCHES NOR GREATER THAN 18 INCHES. THE LARGEST DIMENSION SHALL NOT EXCEED FOUR (4) TIMES THE SMALLEST DIMENSION.

B. THERE SHALL BE A GROUT BED AT LEAST TWO (2) INCHES BENEATH THE FIRST LAYER OF ROCK. ALL THE VOIDS BETWEEN THE ROCKS SHALL BE FILLED WITH GROUT. MAXIMUM SPACING BETWEEN ROCKS SHALL BE TWO (2) INCHES.

C. SURFACE ROCKS SHALL BE EMBEDDED FROM 1/2 TO 2/3 OF THEIR MAXIMUM DIMENSION.

44. PIPE BEDDING SHALL BE IN ACCORDANCE WITH SPPWC UNLESS OTHERWISE NOTED.

45. ALL CONSTRUCTION JOINTS FOR P.C.C. CURBS, GUTTERS, DRIVEWAYS AND SIDEWALKS SHALL BE IN ACCORDANCE WITH SPPWC STANDARD PLAN NO. 112.

46. THE LATEST REVISED PLAN OR DRAWING SHALL BE USED UNLESS OTHERWISE SPECIFICALLY NOTED.

47. REPAIR ANY CURB, GUTTER, SIDEWALK, AND PAVEMENT BROKEN OR DAMAGED DURING CONSTRUCTION.

48. A SIGNING AND STRIPING PLAN IS REQUIRED. THE APPLICANT SHALL SUBMIT SIGNING

AND STRIPING PLANS FOR APPROVAL AND SHALL CONFORM WITH THE APPROVED

SIGNING AND STRIPING PLAN PRIOR TO THE ACCEPTANCE OF THE STREETS FOR PUBLIC MAINTENANCE.

49. A TEMPORARY TRAFFIC CONTROL PLAN IS REQUIRED FOR WORK WITHIN PUBLIC RIGHT OF WAY PRIOR TO SECURING A CONSTRUCTION OR EXCAVATION PERMIT.

50. ALL EXISTING SIGNS AND POSTS LOCATED WITHIN THE PUBLIC RIGHT OF WAY THAT

INTERFERE WITH PROPOSED WORK SHALL BE REMOVED, PRIOR TO WORK COMMENCING, AND REPLACED AT THE COMPLETION OF CONSTRUCTION.

51. ALL WORK ON THIS PROJECT SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST

EDITION OF THE APWA STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION AND THE CONTRACT DOCUMENTS. PLANS AND SPECIFICATIONS ARE MADE A PART HEREOF AS IF SPELLED OUT IN THEIR ENTIRETY.

52. CONTRACTOR SHALL NOTIFY THE CITY'S REPRESENTATIVE AND ALL OTHER INTERESTED PARTIES AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO THE START OF WORK.

53. AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO COMMENCING CONSTRUCTION, THE

CONTRACTOR SHALL CONTACT THE REGIONAL NOTIFICATION CENTER (UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA - U.S.A AT 1-800-422-4133) AND REQUEST

THAT UTILITY OWNERS MARK OR OTHERWISE INDICATE THE LOCATION OF THEIR FACILITIES. BEFORE COMMENCING ANY EXCAVATION, THE CONTRACTOR SHALL

POTHOLE AND EXPOSE THE EXISTING UTILITIES AT ALL CROSSINGS AND AT THE POINT OF TIE-IN; THEN CONTACT THE CITY'S REPRESENTATIVE SO THE ELEVATION OF THE EXISTING FACILITIES CAN BE VERIFIED. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT ALL UTILITIES AND ALL STRUCTURES FOUND AT THE SITE.

54. THE CONTRACTOR PRIOR TO BEGINNING CONSTRUCTION SHALL OBTAIN ALL REQUIRED PERMITS AND HAVE A CURRENT CITY BUSINESS LICENSE(S).

55. DURING ALL PHASES OF CONSTRUCTION, INCLUDING SUSPENSION OF WORK, UNTIL

FINAL ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL OBSERVE, FOLLOW,

AND IMPLEMENT ALL THE REQUIREMENTS OF THE NPDES AND STORMWATER POLLUTION

PREVENTION PROGRAM AND KEEP THE WORK SITE, INCLUDING HAUL ROUTES, CLEAN AND FREE FROM RUBBISH AND DEBRIS. THE GENERAL CONTRACTOR AND ALL

SUBCONTRACTORS SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM

ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY THEIR WORK, AND AT

THE COMPLETION OF THE WORK, SHALL REMOVE ALL RUBBISH FROM AND ABOUT THE

JOB SITE, AND ALL THEIR TOOLS, SCAFFOLDING, AND SURPLUS MATERIALS, AND SHALL LEAVE THE JOB BROOM CLEAN. THE PROJECT SITE SHALL BE KEPT NEAT AND ORDERLY.

TRASH AND DEBRIS GENERATED BY CONSTRUCTION OPERATIONS SHALL BE REMOVED FROM THE PROJECT SITE ON A REGULAR BASIS. THE CONTRACTOR SHALL ALSO ABATE

DUST NUISANCE BY CLEANING, SWEEPING, AND SPRINKLING WITH WATER AND USING

DUST FENCES OR OTHER METHODS AS DIRECTED BY THE CITY'S REPRESENTATIVE THROUGHOUT THE CONSTRUCTION OPERATION.

56. THE CONTRACTOR SHALL KEEP A STRICT RECORD OF ALL CHANGES AND SUBMIT THIS

RECORD TO THE CITY BEFORE THE FINAL ACCEPTANCE OF THE PROJECT SHALL BE FILED.

57. THE CONTRACTOR SHALL EXERCISE DUE CARE TO AVOID INJURY TO EXISTING

IMPROVEMENTS OR FACILITIES, UTILITY FACILITIES, ADJACENT PROPERTY, AND TREE AND SHRUBBERY THAT ARE NOT TO BE REMOVED. ALL DAMAGE CAUSED TO STREETS,

INCLUDING HAUL ROUTES, ALLEYS, SIDEWALKS, CURBS, OR STREET FURNISHINGS, OR

TO PRIVATE PROPERTY SHALL BE REPAIRED AT THE SOLE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE CITY ENGINEER OR HIS/HER DESIGNEE.

58. THE CONTRACTOR SHALL DESIGNATE AND KEEP ON THE PROJECT AT ALL TIMES DURING

ITS PROGRESS A COMPETENT SUPERINTENDENT WHO SHALL NOT BE REPLACED WITHOUT WRITTEN NOTICE TO THE CITY'S REPRESENTATIVE. THE SUPERINTENDENT

WILL BE THE CONTRACTOR'S REPRESENTATIVE AT THE SITE AND SHALL HAVE AUTHORITY TO ACT ON BEHALF OF THE CONTRACTOR. ALL COMMUNICATIONS GIVEN TO THE SUPERINTENDENT SHALL BE AS BINDING AS IF GIVEN TO THE CONTRACTOR. DURING

PERIODS WHEN THE WORK IS SUSPENDED, THE CONTRACTOR SHALL MAKE APPROPRIATE ARRANGEMENTS FOR ANY EMERGENCY WORK, WHICH MAY BE REQUIRED.

59. WHEN THE WORK OR ANY PORTION OF IT IS SUFFICIENTLY COMPLETE TO BE UTILIZED

OR PLACED INTO SERVICE, THE CITY SHALL HAVE THE RIGHT UPON WRITTEN

NOTIFICATION TO THE CONTRACTOR TO UTILIZE SUCH PORTIONS OF THE WORK AND TO PLACE THE OPERABLE PORTIONS INTO SERVICE AND TO OPERATE SAME. UPON SAID

NOTICE AND COMMENCEMENT OF UTILIZATION OR OPERATION BY THE CITY, THE

CONTRACTOR SHALL BE RELIEVED OF THE DUTY OF MAINTAINING THE PORTIONS SO UTILIZED OR PLACED INTO OPERATION; PROVIDED, HOWEVER, THAT NOTHING IN THIS

NOTE SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR OF THE FULL

RESPONSIBILITY FOR COMPLETING THE WORK IN ITS ENTIRETY, FOR MAKING GOOD

DEFECTIVE WORK AND MATERIALS, FOR PROTECTING THE WORK FROM DAMAGE, AND FOR BEING RESPONSIBLE FOR DAMAGE.

60. THE CONTRACTOR SHALL SO CONDUCT HIS OPERATIONS AS TO OFFER THE LEAST

POSSIBLE OBSTRUCTION AND INCONVENIENCE TO THE PUBLIC, AND HE SHALL HAVE

UNDER CONSTRUCTION NO GREATER LENGTH OR AMOUNT OF WORK THAN HE CAN PROSECUTE PROPERLY WITH DUE REGARD TO THE RIGHTS OF THE PUBLIC.

CONVENIENT ACCESS TO DRIVEWAYS, HOUSES, AND BUILDINGS ALONG THE LINE OF

WORK SHALL BE MAINTAINED AND TEMPORARY CROSSINGS SHALL BE PROVIDED AND MAINTAINED IN GOOD CONDITION.

61. UNTIL THE ACCEPTANCE OF THE WORK, THE CONTRACTOR SHALL HAVE THE

RESPONSIBLE CHARGE AND CARE OF THE WORK AND OF THE MATERIALS TO BE USED

THEREIN AND SHALL BEAR THE RISK OF INJURY, LOSS, OR DAMAGE TO ANY PART

THEREOF BY THE ACTION OF ELEMENTS OR FROM ANY OTHER CAUSE, WHETHER ARISING FROM THE EXECUTION OR FROM THE NON-EXECUTION OF THE WORK.

62. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE

CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF

THE JOB SITE DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING

SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK, AND

THE CONTRACTOR SHALL FULLY COMPLY WITH ALL STATE, FEDERAL, AND OTHER LAWS,

RULES, REGULATIONS, AND ORDERS RELATING TO SAFETY OF WORKERS AND ALL OTHERS; AND THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THIS MAY INCLUDE THE ISSUANCE OF PERSONAL PROTECTIVE EQUIPMENT.

63. THE LANDS AND RIGHTS-OF-WAY FOR THE PROJECT TO BE CONSTRUCTED WILL BE PROVIDED BY THE CITY AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL MAKE HIS

OWN ARRANGEMENTS AND PAY ALL EXPENSES FOR ADDITIONAL AREA REQUIRED BY HIM BEYOND THE LIMITS OF THE CITY'S LANDS AND RIGHTS-OF-WAY. THE CONTRACTOR

SHALL FURNISH WRITTEN COPIES OF ALL PERMISSION GRANTED BY PRIVATE PARTIES FOR ACCESS OR USE IN RELATION TO THIS PROJECT. AT THE END OF THE PROJECT AND

PRIOR TO FINAL ACCEPTANCE THE CONTRACTOR SHALL OBTAIN RELEASES FROM ALL PARTIES WHERE PERMISSION WAS GRANTED.

64. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR THOSE

SHOWN ON RECORDS EXAMINED ARE INDICATED WITH THEIR APPROPRIATE LOCATION AND EXTENT. THE CONTRACTOR, BY ACCEPTING THESE PLANS OR PROCEEDING WITH

IMPROVEMENTS PURSUANT THERETO, UNDERSTANDS THAT HE AGREES TO ASSUME THE

LIABILITY AND AGREES TO HOLD THE CITY AND DESIGN CONSULTANT HARMLESS FOR

ANY LIABILITY FOR DAMAGE RESULTING FROM THE EXISTENCE OF UNDERGROUND

UTILITIES OR STRUCTURES NOT REPORTED TO THE CITY, NOT INDICATED ON THE PUBLIC

RECORDS EXAMINED, OR LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL

BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK.

65. THE CONTRACTOR SHALL PERFORM ALL SURVEY WORK AND LAYOUT STREET

CENTERLINE AND FIELD VERIFY THEIR CONFORMITY TO THE GRADES AND HORIZONTAL ALIGNMENTS SHOWN ON PLANS.

66. PLANS DO NOT SHOW ALL ABANDONED FACILITIES. FACILITIES ENCOUNTERED DURING

THE PROSECUTION OF THE WORK, WHICH ARE DETERMINED TO BE ABANDONED, SHALL BE REMOVED BY THE CONTRACTOR AS REQUIRED FOR THE WORK. FULL COMPENSATION

FOR SUCH WORK SHALL BE CONSIDERED AS INCLUDED IN THE BID PRICES FOR THE ITEMS OF WORK NECESSITATING SUCH REMOVALS.

67. THE CONTRACTOR SHALL NOT ORDER OR PLACE PORTLAND CEMENT CONCRETE UNTIL

THE FORMS HAVE BEEN INSPECTED AND APPROVED BY THE CITY'S REPRESENTATIVE IN THE FIELD.

68. ALL ITEMS ON SITE TO BE PROTECTED IN PLACE EXCEPT NOTED OTHERWISE ON PLAN.

69. ELEVATIONS ARE IN FEET ABOVE THE U.S.C. & G.S. SEA LEVEL DATUM OF NAVD 1988.

70. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF THE CITY ENGINEER.

71. APPROVAL OF THIS PLAN BY THE CITY OF SOUTH EL MONTE DOES NOT CONSTITUTE A

REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR

NON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THIS NOTE APPLIES TO ALL PAGES.

72. THE CONTRACTOR SHALL NOT DISCHARGE OR PERMIT TO BE DISCHARGED TO ANY

STREET, STORM DRAIN OR ANY APPURTENANCES THEREOF, ANY NON-RAIN WATER OR

OTHER LIQUID FROM THE PROJECT SITE OR FROM OPERATIONS PERTAINING TO THE

PROJECT SITE, PER NPDES PERMIT REGULATIONS AND CITY OF SOUTH EL MONTE SEWER SYSTEM MANAGEMENT PLAN.

73. THE CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING UTILITIES & UTILITY BOXES.

74. CONTRACTOR TO EXECUTE DUE PRECAUTION DURING EXCAVATION ADJACENT TO

EXISTING WATER LINE OR POWER POLES AND PROVIDE ADEQUATE SHORING AND/OR BRACING.

EARTHWORK QUANTITIES SHOWN ON THE PLANS ARE APPROXIMATE

ESTIMATES SHOWN FOR AGENCY APPROVAL PURPOSES ONLY, AND

ARE BASED UPON THE PLAN ELEVATIONS SHOWN AND ON THE GROUND

ELEVATIONS WHICH EXISTED AT THE TIME OF THE TOPOGRAPHIC SURVEY. QUANTITIES REPRESENT CUT AND FILL EARTHWORK TO BRING THE GROUND TO BASE LEVEL. FILL QUANTITIES WERE APPROXIMATED USING A SHRINKAGE FACTOR OF 0.07. EXPORT QUANTITIES WERE APPROXIMATED USING A SWELLING FACTOR OF 1.20.

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UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
60% SUBMITTAL
200-73157-18001-02
MERCED AVENUE GREENWAY PHASE 2

CITY OF SOUTH EL MONTE
711 TANK FARM RD, SUITE 110
SAN LUIS OBISPO, CA 93402
PHONE: (805) 542-9052 of
1415 SANTA ANITA AVENUE
SOUTH EL MONTE, CA 91733
80% DESIGN - NOT FOR CONSTRUCTION Page 307 of 383
G-004

NOTICE TO CONTRACTOR
SHEET 2

NP/CM/RA

NP/CM/RA
EP
Sheet 4

DEMOLITION

1. THE DEMOLITION PLANS ARE INTENDED TO BE SCHEMATIC ONLY AND DO NOT ITEMIZE ALL SPECIFIC DEMOLISHED ITEMS. THE DEMOLITION INDICATED ON THE PLANS ARE INTENDED AS A GENERAL GUIDE ONLY. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE AND PROVIDE ALL DEMOLITION NECESSARY TO PROPERLY INSTALL ALL THE IMPROVEMENTS. THE CONTRACTOR SHALL PERFORM AN INVESTIGATION OF THE EXISTING CONDITIONS AND SHALL INCLUDE ALL DEMOLITION NECESSARY IN THE BID. THE CONTRACTOR RESPONSIBLE FOR DEMOLITION

SHALL BE FAMILIAR WITH ALL NEW IMPROVEMENT PLANS IN ORDER TO ALLOW FOR THE PROPER DETERMINATION OF THE DEMOLITION EXTENTS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION REQUIRED FOR PROPER INSTALLATION OF IMPROVEMENTS SHOWN IN THE PLANS AND SPECIFICATIONS. SEE CIVIL, ARCHITECTURAL, STRUCTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR ADDITIONAL DEMOLITION NOTES.

3. EXISTING ITEMS TO REMAIN THAT ARE DAMAGED DURING THE COURSE OF CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY.

4. SEE ADDITIONAL DEMOLITION NOTES THROUGHOUT THE PLANS.

5. PRIOR TO ANY CONCRETE REMOVAL, THE CONTRACTOR SHALL FIELD LOCATE AND STAKE OR MARK OUT DROP INLET LOCATIONS FOR LOS ANGELES COUNTY FLOOD CONTROL DISTRICT APPROVAL.

PATCHING NOTE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING ALL AREAS AT OR ADJACENT TO DEMOLISHED ITEMS SPECIFIED ELSEWHERE IN THESE PLANS. THE INTENT OF PATCHING IS TO RESTORE DEMOLISHED AREAS TO ORIGINAL CONDITION AS CLOSE AS REASONABLY POSSIBLE.

PATCHING OR RESTORATION SHALL ALSO TAKE PLACE AT ALL AREAS TO REMAIN THAT RECEIVE DAMAGE DURING THE COURSE OF CONSTRUCTION UNDER THIS CONTRACT. THE CITY SHALL BE THE SOLE DETERMINANT AS TO THE REQUIREMENTS OR ACCEPTABILITY OF PATCHING OR RESTORATION WORK. ALL PATCHING MATERIALS, FINISHES, OR COLORS SHALL MATCH ADJACENT SURFACES AS CLOSELY AS POSSIBLE. SEE SPECIFICATIONS.

EXISTING FACILITY NOTE

THESE PLANS HAVE BEEN PREPARED FROM FIELD SURVEYS PERFORMED BY TETRA TECH AND RECORD DOCUMENTS FURNISHED BY THE CITY OF SOUTH EL MONTE. ALL EXISTING INFORMATION SHOWN ON THE PLANS PREPARED BY TETRA TECH HAS BEEN TRANSFERRED FROM DOCUMENTS PROVIDED BY THE CITY OF SOUTH EL MONTE. TETRA TECH HAS PROVIDED DRAFTING SERVICES ONLY WITH REGARD TO DEPICTING EXISTING IMPROVEMENTS AND CONDITIONS. TETRA TECH CANNOT GUARANTEE THE ACCURACY OR COMPLETENESS OF EXISTING INFORMATION SHOWN. IF CONTRACTOR NOTICES ANY DISCREPANCIES BETWEEN EXISTING INFORMATION SHOWN ON THESE PLANS AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL GIVE NOTICE OF SUCH FACT TO THE CITY OR ITS REPRESENTATIVE WITHOUT DELAY.

JOB SITE RESPONSIBILITY

CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION

CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILTY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; AND THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.

SECURITY DURING CONSTRUCTION

THE CONTRACTOR SHALL COORDINATE WITH THE CITY AND PROVIDE CONTINUOUS SECURITY FOR THE CONSTRUCTION AREAS OF THIS FACILITY DURING THE CONSTRUCTION OF THE IMPROVEMENTS. THIS SECURITY MUST BE IN PLACE 24 HOURS EACH WORK DAY AND WEEKEND DAY AS REQUIRED TO MEET THE SATISFACTION OF THE CITY. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE CITY FOR ANY LOSS OF PROPERTY OR DAMAGE TO PROPERTY CAUSED BY THE CONTRACTOR'S FAILURE TO PROVIDE ADEQUATE SECURITY. DURING NON-WORK HOURS THE CONTRACTOR SHALL PROVIDE SECURITY TO THE SATISFACTION OF THE CITY.

CORRELATION WITH SPECIFICATIONS

THE GENERAL NOTES ON THIS SHEET AND SHOWN ELSEWHERE ON THE PLANS ARE INTENDED TO BE COMPLEMENTARY WITH THE SPECIFICATIONS AND THE PROJECT MANUAL. SEE SPECIFICATIONS FOR PRECEDENCE OF DOCUMENTS. CONTRACTOR SHALL CAREFULLY REVIEW AND BECOME FAMILIAR WITH THE CONTENT OF ALL CONTRACT DOCUMENTS.

NEW IMPROVEMENTS/EXISTING IMPROVEMENTS
ALL IMPROVEMENTS SHOWN ON THE PLANS SHALL BE CONSIDERED NEW UNLESS SPECIFICALLY LABELED “EXISTING” OR OTHERWISE CLEARLY INDICATED TO BE EXISTING.

GRADING NOTES

1. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR.

2. THE LOCATION OF THE EXISTING UTILITIES AND SUBSTRUCTURES SHOWN HEREON HAVE BEEN TAKEN FROM RECORDS. THE ENGINEER DOES NOT WARRANT THE COMPLETENESS OR CORRECTNESS OF THE LOCATIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE ALL UNDERGROUND FACILITIES, BEFORE COMMENCING WORK, AND PROTECT THEM FROM DAMAGE. SHOULD UTILITIES BE ENCOUNTERED THAT ARE NOT INDICATED, NOTIFY THE ENGINEER IMMEDIATELY. MARK HIGH VOLTAGE ELECTRICAL SERVICES WITH PROPER WARNING SIGNS AND BARRICADES.

3. ALL EXPORT OF MATERIALS FROM THE SITE MUST GO TO A PERMITTED SITE APPROVED BY THE CITY ENGINEER OR A LEGAL DUMPSITE.

RECEIPTS FOR ACCEPTANCE OF EXCESS MATERIAL BY A DUMPSITE ARE REQUIRED AND MUST BE PROVIDED TO THE CITY ENGINEER UPON REQUEST.

4. A COPY OF THE GRADING PERMIT AND APPROVED GRADING PLANS MUST BE IN THE POSSESSION OF A RESPONSIBLE PERSON AND AVAILABLE AT THE SITE AT ALL TIMES.

5. SITE BOUNDARIES, EASEMENTS, DRAINAGE DEVICES, RESTRICTED USE AREAS SHALL BE LOCATED PER CONSTRUCTION STAKING BY FIELD ENGINEER OR LICENSED SURVEYOR. PRIOR TO GRADING, AS REQUESTED BY THE BUILDING OFFICIAL, ALL PROPERTY LINES, EASEMENTS, AND RESTRICTED USE AREAS SHALL BE STAKED.

6. IF GRADING AUTHORIZED BY THIS PLAN IS TO EXTEND THROUGH THE RAINY SEASON, NOVEMBER 1 THROUGH APRIL 15 OF THE FOLLOWING YEAR, SEPARATE UPDATED PLANS FOR EROSION CONTROL MUST BE SUBMITTED PRIOR TO OCTOBER.

7. TRANSFER OF RESPONSIBILITY: IF THE CIVIL ENGINEER, THE SOIL ENGINEER, OR THE ENGINEERING GEOLOGIST OF RECORD IS CHANGED

DURING GRADING, THE WORK SHALL BE STOPPED UNTIL THE REPLACEMENT AGREED IN WRITING TO ACCEPT THEIR RESPONSIBILITY WITHIN THE AREA OF TECHNICAL COMPETENCE FOR ARRIVAL UPON COMPLETION OF THE WORK. IT SHALL BE THE DUTY OF THE PERMITTEE TO NOTIFY THE CITY ENGINEER IN WRITING OF SUCH CHANGE PRIOR TO THE RECOMMENCEMENT OF SUCH GRADING.

8. SHORING SHALL COMPLY WITH THE CALIFORNIA ADMINISTRATIVE CODE, TITLE 8; CONSTRUCTION SAFETY ORDERS, “INJURY AND ILLNESS PREVENTION - SAFETY MEASURES” OF THE GENERAL CONDITIONS AND “EXCAVATION SHORING, FORMS, & FALSE WORK” OF THE GENERAL REQUIREMENTS. SHORING PLANS SHALL BE SUBMITTED TO THE PROJECT ENGINEER FOR REVIEW. SHORING PLANS SHALL BE DESIGNED IN ACCORDANCE WITH RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL ENGINEERING REPORT.

9. FOR TRENCHES OR EXCAVATIONS 5 FEET OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND, THE CONTRACTOR SHALL

OBTAIN NECESSARY PERMITS FROM THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO THE ISSUANCE OF A BUILDING OR GRADING PERMIT. 10. A GEOTECHNICAL EVALUATION FOR MERCED AVENUE GREENWAY WAS PREPARED BY TETRA TECH BAS GEOSCIENCE (PROJECT NO. TET 18-150E), REPORT DATE AUGUST 22, 2018. THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS PRESENTED IN THE REPORT.

NAT'L. POLLUTANT DISCHARGE ELIMINATION SYSTEM NOTES (CONTRACTOR TO PREPARE STORMWATER POLLUTION PREVENTION PLAN)

1. IN THE CASE OF EMERGENCY, CALL CITY ENGINEER OR HIS/HER DESIGNEE, DEPARTMENT OF PUBLIC WORKS AT (626) 579-6540.

2. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING STRUCTURAL CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE.

3. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING OR WIND.

4. APPROPRIATE BMP'S FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS SHALL BE IMPLEMENTED TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY WIND OR RUNOFF.

5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITES UNLESS TREATED TO REDUCE OR REMOVE SEDIMENT AND OTHER POLLUTANTS.

6. ALL CONSTRUCTION CONTRACTOR OR SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BEST MANAGEMENT PRACTICES AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS.

7. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED IN TRASH OR RECYCLE BINS.

8. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF MATERIAL OTHER THAN STORM WATER ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO NOT: CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD; CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR PARTS 117 AND 302.

9. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; FERTILIZERS, VEHICLE/EQUIPMENT WASH WATER AND CONCRETE WASH WATER; CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING AND SUPERCHLORINATED POTABLE WATER LINE FLUSHING.

10. DURING CONSTRUCTION, PERMITEE SHALL DISPOSE OF SUCH MATERIALS IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE,

PHYSICALLY SEPARATED FROM POTENTIAL STORMWATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.

11. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED.

DEWATERING OF NON-CONTAMINATED GROUNDWATER REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD.

12. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPES AT THE CONCLUSION OF EACH WORKING DAY. DRAINAGE IS TO BE DIRECTED TOWARD DESILTING FACILITIES.

13. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION.

14. THE PERMITTEE AND CONTRACTOR SHALL INSPECT THE EROSION CONTROL WORK AND INSURE THAT THE WORK IS IN ACCORDANCE WITH THE APPROVED PLANS.

15. THE PERMITTEE SHALL NOTIFY ALL GENERAL CONTRACTORS, SUBCONTRACTORS, MATERIAL SUPPLIERS, LESSEES, AND PROPERTY OWNERS THAT DUMPING OF CHEMICALS INTO THE STORM DRAIN SYSTEM OR THE WATERSHED IS PROHIBITED.

16. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY

MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.

17. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%.

18. SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING AN EFFECTIVE COMBINATION OF EROSION AND

SEDIMENT CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE, AND STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE

SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OF ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND.

19. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED AND RETAINED ON SITE TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTY BY WIND OR RUNOFF.

20. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT APPROVED STORM WATER POLLUTION PREVENTION PLAN (SWPPP).

INSPECTION NOTES

1. THE PERMITTEE OR HIS AGENT SHALL NOTIFY THE CITY'S CONSTRUCTION MANAGER/INSPECTOR AT LEAST TWO WORKING DAYS IN ADVANCE OF REQUIRED INSPECTIONS AT FOLLOWING STAGES OF THE WORK. a. PRE-GRADE. BEFORE ANY CONSTRUCTION OR GRADING ACTIVITIES OCCUR AT THE SITE. PERMITTEE SHALL SCHEDULE A PRE-GRADE INSPECTION WITH THE CITY'S CONSTRUCTION MANAGER/INSPECTOR. THE PERMITTEE SHALL ENSURE THAT ALL PROJECT CONSULTANTS ARE PRESENT AT THE PRE-GRADE INSPECTION.
b. INITIAL. WHEN THE SITE HAS BEEN CLEARED OF VEGETATION AND UNAPPROVED FILL HAS BEEN SCARIFIED, BENCHES OR OTHERWISE PREPARED FOR FILL. FILL SHALL NOT BE PLACED PRIOR TO THIS INSPECTION. NOTE: PRIOR TO ANY CONSTRUCTION ACTIVITIES, INCLUDING

GRADING, ALL STORM WATER POLLUTION PREVENTION MEASURES INCLUDING EROSION CONTROL DEVICES WHICH CONTAIN SEDIMENTS MUST BE INSTALLED.
c. ROUGH. WHEN APPROXIMATE FINAL ELEVATIONS HAVE BEEN ESTABLISHED; DRAINAGE TERRACES, SWALES AND BERMS INSTALLED AT THE TOP OF THE SLOPE; AND THE STATEMENTS REQUIRED IN THIS SECTION HAVE BEEN RECEIVED. d. FINAL. WHEN GRADING HAS BEEN COMPLETED; ALL DRAINAGE DEVICES INSTALLED; SLOPE PLANTING ESTABLISHED, IRRIGATION SYSTEMS INSTALLED AND THE AS-BUILT PLANS, REQUIRED STATEMENTS, AND REPORTS HAVE BEEN SUBMITTED AND APPROVED.

CONCRETE REMOVAL NOTES
WHERE REINFORCEMENT IS REQUIRED TO EXTEND THROUGH THE NEW JOINT, CONCRETE SHALL BE REMOVED IN THE FOLLOWING SEQUENCE.

1. A SAWCUT SHALL BE MADE ONE AND ONE-HALF INCHES DEEP AT THE REMOVAL LIMITS. CARE SHALL BE EXERCISED IN SAWING AT THE REMOVAL LIMITS SO AS NOT TO CUT THE REINFORCING STEEL IN THE REMAINING SLAB. THE EXISTING REINFORCING STEEL SHALL BE RETAINED AND EXTENDED INTO THE NEW CONSTRUCTION AS INDICATED ON THE PLANS.

2. USING HANDHELD EQUIPMENT, THE CONCRETE SHALL BE CAREFULLY REMOVED FOR THE FULL DEPTH OF THE WALL OR SLAB AND FOR A

MINIMUM DISTANCE FROM THE SAWCUT EQUAL TO THE LONGEST EXTENSION OF THE EXISTING BARS TO BE EXTENDED INTO THE NEW CONSTRUCTION. THIS EXTENSION SHALL BE 30 BAR DIAMETERS, UNLESS OTHERWISE SHOWN.

3. EXISTING REINFORCEMENT SHALL BE CUT TO THE REQUIRED BAR EXTENSION.

4. THE REMAINING CONCRETE MAY BE REMOVED BY ANY SUITABLE METHOD UPON APPROVAL OF THE ENGINEER, WHO SHALL BE THE SOLE JUDGE OF THE USE OF ANY CONCRETE REMOVAL EQUIPMENT. EXPLOSIVES, WRECKING BALL, OR OTHER SIMILAR DEVICES, WHICH ARE LIKELY TO DAMAGE THE CONCRETE TO BE LEFT IN PLACE, SHALL NOT BE USED.

MARK DATE DESCRIPTION BY Project No.:
www.tetratech.com
Checked By:

Drawn By:

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2 3 4 5 6 7
B
C
D
E
F
Bar Measures 1 inch
Copyright: Tetra Tech

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
60% SUBMITTAL
200-73157-18001-02
MERCED AVENUE GREENWAY PHASE 2

CITY OF SOUTH EL MONTE
711 TANK FARM RD, SUITE 110
SAN LUIS OBISPO, CA 93402
PHONE: (805) 542-9052 of
1415 SANTA ANITA AVENUE
SOUTH EL MONTE, CA 91733

LOS ANGELES COUNTY CONCRETE REMOVAL NOTES

WHERE REINFORCEMENT IS REQUIRED TO EXTEND THROUGH THE NEW JOINT, CONCRETE SHALL BE REMOVED IN THE FOLLOWING SEQUENCE.

1. A SAWCUT SHALL BE MADE ONE AND ONE-HALF INCHES DEEP AT THE REMOVAL LIMITS. CARE SHALL BE EXERCISED IN SAWING AT THE REMOVAL LIMITS SO AS NOT TO CUT THE REINFORCING STEEL IN THE REMAINING SLAB. THE EXISTING REINFORCING STEEL SHALL BE RETAINED AND EXTENDED INTO THE NEW CONSTRUCTION AS INDICATED ON THE PLANS.

2. USING HANDHELD EQUIPMENT, THE CONCRETE SHALL BE CAREFULLY REMOVED FOR THE FULL DEPTH OF THE WALL OR

SLAB AND FOR A MINIMUM DISTANCE FROM THE SAWCUT EQUAL TO THE LONGEST EXTENSION OF THE EXISTING BARS TO BE EXTENDED INTO THE NEW CONSTRUCTION. THIS EXTENSION SHALL BE 30 BAR DIAMETERS, UNLESS OTHERWISE SHOWN.

3. EXISTING REINFORCEMENT SHALL BE CUT TO THE REQUIRED BAR EXTENSION.

4. THE REMAINING CONCRETE MAY BE REMOVED BY ANY SUITABLE METHOD UPON APPROVAL OF THE ENGINEER, WHO SHALL BE THE SOLE JUDGE OF THE USE OF ANY CONCRETE REMOVAL EQUIPMENT. EXPLOSIVES, WRECKING BALL, OR OTHER SIMILAR DEVICES, WHICH ARE LIKELY TO DAMAGE THE CONCRETE TO BE LEFT IN PLACE, SHALL NOT BE USED. 80% DESIGN - NOT FOR CONSTRUCTION Page 308 of 383
WM WM
x x x
x
x
x
x WM WM

WM WM WMWM WMWM WMWM WM SS SS FHV STOP
STOP
STOP

GM STOP STOP STOP
GM
GM GM
x
x x x
x x x
x
x
x
x x

GM FDC FDC ICV SS
10+00.01 11+00 12+00 13+00 14+00
ROW
ROW
W
W
W

W W W W W W W W
W
W
W
W
W
W

SS SS SS SS SS SS SS SS SS

G G G G G G G G G G
G
G
G 30" GAS OTV OTV

OTV WM WM WM WM WM WM WM WM WM

WM WM WMWM WM WM FHVFHV

GM GMGM GMGMGM
x x
x BOL x BOL x x x
BOL x x x x
x x x
x x x x x x x x
x
x x
x x
BOL SS
15+00 16+00 17+00 18+00 19+00
ROW
ROW

W W W W W W W W W W
W
W
W
W
W
W
W
W

SS SS SS SS SS SS SS SS SS

G G G G G G G G G G
OE

W TS TS
TS
TS

TS TS TEL SDSD SD
C-101

BMP & HORIZONTAL CONTROL PLAN
STA: 10+00 TO 19+80
EP

NP/CM/RA
EP
Sheet 5
MARK DATE DESCRIPTION BY Project No.:
www.tetratech.com
Checked By:

Drawn By:

Designed By: 2/20/2025 6:39:10 PM - C:\_AD\ACCDOCS\TETRA TECH INC\200-73157-18001-02-MERCEDAVE\PROJECT FILES\CAD\SHEETFILES\C-101_BMP&HOR-CTRL_PLAN.DWG - PHAM, NHUT 1 A
2 3 4 5 6 7
B
C
D
E
F
Bar Measures 1 inch
Copyright: Tetra Tech

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
60% SUBMITTAL
200-73157-18001-02
MERCED AVENUE GREENWAY PHASE 2

CITY OF SOUTH EL MONTE
711 TANK FARM RD, SUITE 110
SAN LUIS OBISPO, CA 93402
PHONE: (805) 542-9052 of
1415 SANTA ANITA AVENUE
SOUTH EL MONTE, CA 91733
N
0 SCALE:
10 20 40
1" = 20' MATCH LINE - STA. 14+90 SEE ABOVE MATCH LINE - STA. 14+90 SEE BELOW MATCHLINE - STA. 19+80 SEE SHEET C-102 LEGEND
NOTES:

1. DIMENSIONS ARE FROM FACE OF CURB.

2. REFER TO SHEETS C-104 AND C-105 FOR POINTS TABLES AND LINE AND CURVE DATA.

3. HORIZONTAL CONTROL FOR INFILTRATION GALLERIES AND STORM DRAIN IMPROVEMENTS ARE SHEETS C-401 THROUGH C-406. 4. REFER TO SHEETS C-301 THROUGH C-310 FOR STREET IMPROVEMENT PLANS.

5. REFER TO SHEET C-401 THROUGH C-406 FOR INFILTRATION GALLERIES UNDERDRAIN SYSTEM, AND CONNECTIONS TO COUNTRY STORM DRAIN SYSTEM.

N

KEY MAP FERN ST RUSH ST

MERCED AVE

NTS KLINGERMAN ST

MERCED AVE

MERCED AVE FERN ST
ROW

CENTERLINE

PLANTER PER

LANDSCAPE PLANS

PERVIOUS PAVERS - UNLINED PER
DETAIL 6, SHEET C-502
HORIZONTAL CONTROL TO BE INCLUDED IN DRAFT 100% SUBMITTAL

PERVIOUS PAVERS - LINED PER DETAIL
3, SHEET C-502

INFILTRATION GALLERY PER STORM

DRAIN PLANS
80% DESIGN - NOT FOR CONSTRUCTION Page 309 of 383
TS TS
TS
TS

TS TS TEL SDSD SD WM

WM WM WM WM

WM WMWM WMWM

WM SS SS FHV FHV SD SD SD SD GMGM TEL
x
x
x
x
x
x
x
x x x x
x x
x x
x x
x BOL BOL

GM FDC FDC FDC FDC
20+00 21+00 22+00 23+00 24+00 KLINGERMAN ST20+00 21+00 22+00 23+00 24+00 ROW
ROW
20+00 21+00 22+00 23+00 24+00

CO CO CO CO CO CO

CO CO CO CO CO

W W W W W W W
W
W
WW
W W
W
W
W
W
W
SS SD
SD
SD

SS SS SS SS SS
SS SS

G G G G G G G G SS OTV OE
OE
OE
FO

OTV UT OTV
G WM
WM WM

WM WM WM WMWM WM WM
WM WM

FHV FHV
VLT
x x x x x x x x x x
x
x x GM
x
x x x x x x x SS SS SD
x x x x x x x x x x x
x BOL BOL BOL
x x FDC PIV BOL

PB PB SS
25+00
MERCED AVENUE 26+00 27+00 28+00
ROW
ROW
25+00 26+00 27+00 28+00

CO CO CO CO CO CO CO CO CO CO CO CO CO

CO CO CO CO CO CO

W W W W W W W W

W W W W W W W W W W
W W

SS SS SS SS SS SS SS SS SS

SD SD SD SD SD SD SD SD SD SD

SS SS SS SS SS SS SS
OE FO
OTV UT

OE OE OE OE OE

FO FO FO FO FO

OTV OTV OTV OTV OTV UT UT UT UT UT

OE OE FO FO

OTV OTV UT UT
OE
OE OE

G G G G G G G G G
MARK DATE DESCRIPTION BY Project No.:
www.tetratech.com
Checked By:

Drawn By:

Designed By: 2/20/2025 6:39:20 PM - C:\_AD\ACCDOCS\TETRA TECH INC\200-73157-18001-02-MERCEDAVE\PROJECT FILES\CAD\SHEETFILES\C-102_BMP&HOR-CTRL_PLAN.DWG - PHAM, NHUT 1 A
2 3 4 5 6 7
B
C
D
E
F
Bar Measures 1 inch
Copyright: Tetra Tech

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
60% SUBMITTAL
200-73157-18001-02
MERCED AVENUE GREENWAY PHASE 2

CITY OF SOUTH EL MONTE
711 TANK FARM RD, SUITE 110
SAN LUIS OBISPO, CA 93402
PHONE: (805) 542-9052 of
1415 SANTA ANITA AVENUE
SOUTH EL MONTE, CA 91733
C-102

BMP & HORIZONTAL CONTROL PLAN
STA: 19+80 TO 28+90

NP/CM/RA

NP/CM/RA
EP
Sheet 6
N

KEY MAP FERN ST RUSH ST

MERCED AVE
NTS
N
0 SCALE:
10 20 40
1" = 20' MATCH LINE - STA. 24+35.00 SEE ABOVE MATCH LINE - STA. 24+35.00 SEE BELOW MATCHLINE - STA. 28+90.00 SEE SHEETC-103 MATCHLINE - STA. 19+80.00 SEE SHEET C-102 KLINGERMAN ST HORIZONTAL CONTROL TO BE INCLUDED IN DRAFT 100% SUBMITTAL LEGEND
NOTES:

1. DIMENSIONS ARE FROM FACE OF CURB.

2. REFER TO SHEETS C-104 AND C-105 FOR POINTS TABLES AND LINE AND CURVE DATA.

3. HORIZONTAL CONTROL FOR INFILTRATION GALLERIES AND STORM DRAIN IMPROVEMENTS ARE SHEETS C-401 THROUGH C-406. 4. REFER TO SHEETS C-301 THROUGH C-310 FOR STREET IMPROVEMENT PLANS.

5. REFER TO SHEET C-401 THROUGH C-406 FOR INFILTRATION GALLERIES UNDERDRAIN SYSTEM, AND CONNECTIONS TO COUNTRY STORM DRAIN SYSTEM.

ROW

CENTERLINE

PLANTER PER

LANDSCAPE PLANS

PERVIOUS PAVERS - UNLINED PER
DETAIL 6, SHEET C-502

PERVIOUS PAVERS - LINED PER DETAIL
3, SHEET C-502

INFILTRATION GALLERY PER STORM

DRAIN PLANS
80% DESIGN - NOT FOR CONSTRUCTION Page 310 of 383
TS TS
TS
TS

TS TS TEL SDSD SD
29+00 30+00 31+00 32+00 33+00 WM WM WM WMWM WM

WM WM WM WM WM WM WM SS SS WM FHVSD
VLT
VLT

WM PB BFP BFP
WM BFP
x x x SD
x FDC FDCFDC BOL BOL FDC
29+00 30+00 31+00 32+00 33+00
ROW
ROW

W W W W W W W W W W
W W W
SS SS

SD SD SD SD SD SD SD SD SD SD

SS SS SS SS SS SS SS SS

OE FO OE FO OE FO OE FO
OE
FO

OE OE OE

FO FO FO

OTV OTV OTV OTV OTV OTV OTV OTV

UT UT UT UT UT UT UT UT
OE
OE

SS SS SS SS SS

W W W W W W

G G G G G G G G G
34+00 35+00 36+00 37+00 38+00 WMWM WM WM WMWM WM WM WM WMWMWM SSSS SS FHV FHV FHV SD SD SD

TEL IRV SD
SL
TS
TS
TS
TS
TS
TS
TS
TS
TS

VLT FDC PIV SS

WM SD SS

BOL SD FDC FDC
BOL
BOL
34+00 35+00 36+00 37+00 38+00
ROW
ROW
W
W W W

W W W W
W
W
W W
W
W
W
W SS

SD SD SD

SD SD SD SD SD SD
SD SD
SS

SS SS SS SS SS SS SS

SS SS SS SS SS SS
SS
SD SS

OE OE FO FO

OTV OTV UT UT OE OE
FO
OTV FO

OTV OE OE OE
OE
OE
FO
FO
OTV
OTV

OE OTV OTV OTV
OTVOE
FO
SS

W W W W W

G G G G
G G
G
G
G
G
G

SD SD SD
MARK DATE DESCRIPTION BY Project No.:
www.tetratech.com
Checked By:

Drawn By:

Designed By: 2/20/2025 6:39:28 PM - C:\_AD\ACCDOCS\TETRA TECH INC\200-73157-18001-02-MERCEDAVE\PROJECT FILES\CAD\SHEETFILES\C-103_BMP&HOR-CTRL_PLAN.DWG - PHAM, NHUT 1 A
2 3 4 5 6 7
B
C
D
E
F
Bar Measures 1 inch
Copyright: Tetra Tech

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
60% SUBMITTAL
200-73157-18001-02
MERCED AVENUE GREENWAY PHASE 2

CITY OF SOUTH EL MONTE
711 TANK FARM RD, SUITE 110
SAN LUIS OBISPO, CA 93402
PHONE: (805) 542-9052 of
1415 SANTA ANITA AVENUE
SOUTH EL MONTE, CA 91733
C-103

BMP & HORIZONTAL CONTROL PLAN
STA: 19+80 TO 28+90
CM
CM
EP
Sheet 7
N

KEY MAP FERN ST RUSH ST

MERCED AVE
NTS KLINGERMAN ST MATCH LINE - STA. 33+45 SEE ABOVE MATCH LINE - STA. 33+45 SEE BELOW MATCH LINE - STA. 28+90 SEE SHEET C-102 0 SCALE:
10' 20' 40'
1'' = 20'
N
HORIZONTAL CONTROL TO BE INCLUDED IN DRAFT 100% SUBMITTAL LEGEND
NOTES:

1. DIMENSIONS ARE FROM FACE OF CURB.

2. REFER TO SHEETS C-104 AND C-105 FOR POINTS TABLES AND LINE AND CURVE DATA.

3. HORIZONTAL CONTROL FOR INFILTRATION GALLERIES AND STORM DRAIN IMPROVEMENTS ARE SHEETS C-401 THROUGH C-406. 4. REFER TO SHEETS C-301 THROUGH C-310 FOR STREET IMPROVEMENT PLANS.

5. REFER TO SHEET C-401 THROUGH C-406 FOR INFILTRATION GALLERIES UNDERDRAIN SYSTEM, AND CONNECTIONS TO COUNTRY STORM DRAIN SYSTEM.

ROW

CENTERLINE

PLANTER PER

LANDSCAPE PLANS

PERVIOUS PAVERS - UNLINED PER
DETAIL 6, SHEET C-502

PERVIOUS PAVERS - LINED PER DETAIL
3, SHEET C-502

INFILTRATION GALLERY PER STORM

DRAIN PLANS
80% DESIGN - NOT FOR CONSTRUCTION Page 311 of 383
MARK DATE DESCRIPTION BY Project No.:
www.tetratech.com
Checked By:

Drawn By:

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2 3 4 5 6 7
B
C
D
E
F
Bar Measures 1 inch
Copyright: Tetra Tech

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
60% SUBMITTAL
200-73157-18001-02
MERCED AVENUE GREENWAY PHASE 2

CITY OF SOUTH EL MONTE
711 TANK FARM RD, SUITE 110
SAN LUIS OBISPO, CA 93402
PHONE: (805) 542-9052 of
1415 SANTA ANITA AVENUE
SOUTH EL MONTE, CA 91733
C-104

HORIZONTAL CONTROL TABLE
CM
CM
EP
Sheet 08

ELEVATION DESCRIPTION

TC TOP OF CURB

FL FLOWLINE

FS FINISH SURFACE

POINT DESCRIPTION LEGEND

BIO CURB LANDSCAPE CURB
OPEN ℄ OF CURB OPENING

PPAV PERMEABLE PAVERS
WALK ℄ OF WALK WAY ACROSS BIORETENTION
PER DETAIL 3, SHEET C-905

CURB CURB

CONC CONCRETE

PEDAL PEDAL SAFE CURB
HORIZONTAL CONTROL TABLES TO BE INCLUDED IN DRAFT 100% SUBMITTAL 80% DESIGN - NOT FOR CONSTRUCTION Page 312 of 383
MARK DATE DESCRIPTION BY Project No.:
www.tetratech.com
Checked By:

Drawn By:

Designed By: 2/20/2025 6:39:41 PM - C:\_AD\ACCDOCS\TETRA TECH INC\200-73157-18001-02-MERCEDAVE\PROJECT FILES\CAD\SHEETFILES\C-105_HORIZONTAL-CONTROL-TABLES.DWG - PHAM, NHUT 1 A
2 3 4 5 6 7
B
C
D
E
F
Bar Measures 1 inch
Copyright: Tetra Tech

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
60% SUBMITTAL
200-73157-18001-02
MERCED AVENUE GREENWAY PHASE 2

CITY OF SOUTH EL MONTE
711 TANK FARM RD, SUITE 110
SAN LUIS OBISPO, CA 93402
PHONE: (805) 542-9052 of
1415 SANTA ANITA AVENUE
SOUTH EL MONTE, CA 91733
C-105

HORIZONTAL CONTROL TABLE
CM
CM
EP
Sheet 09

ELEVATION DESCRIPTION

TC TOP OF CURB

FL FLOWLINE

FS FINISH SURFACE

POINT DESCRIPTION LEGEND

BIO CURB LANDSCAPE CURB
OPEN ℄ OF CURB OPENING

PPAV PERMEABLE PAVERS
WALK ℄ OF WALK WAY ACROSS BIORETENTION
PER DETAIL 3, SHEET C-905

CURB CURB

CONC CONCRETE

PEDAL PEDAL SAFE CURB
HORIZONTAL CONTROL TABLES TO BE INCLUDED IN DRAFT 100% SUBMITTAL 80% DESIGN - NOT FOR CONSTRUCTION Page 313 of 383
W
W
W

W W W W W W W W
W
W
W
W
W
W

SS SS SS SS SS SS SS SS SS

G G G G G G G G G G
G
G
G 30" GAS

OE OTV OTV

OTV WM WM
x x
x
x
x
x WM WM
WM WM

WM WM WMWM WM WM WM SS SS FHV FHV STOP
STOP
STOP

GM STOP STOP STOP
GM
GM GM
x
x x x
x x x
x
x
x
x x

GM FDC FDC ICV SS
START STA 10+95.85

17.90'(R)
ROW
ROW
10+00.01 11+00 12+00 13+00 14+00
START STA 10+95.92
111.23'(L)
10 12
26 29
45 46 136
62 45
41 56
46 62
46 45
46 46
46 46
46 136
62 62
62 45
62 10 10
10 10
10 10
10 56
56 56
46 45
149
29 146
29 29
36 131
57 64
57 64
64 64
64 45 2
2 29

W W W W W W W W W W
W
W
W
W
W
W
W
W

SS SS SS SS SS SS SS SS SS

G G G G G G G G G
OE

W WM WMWM WM WM WM WM WM WM

WM WM WMWM WM WM FHV

GM GMGM GMGMGM
x x
x BOL x BOL x x x
BOL x x x x
x x x
x x x x x x x x
x
x x
x x
BOL SS
ROW
ROW
15+00 16+00 17+00 18+00 19+00
46 46
46 45
41 46 46
46 46
56 46
45 41
36 46
62 56
10 10
10 10
10 10
10 10
10 10 10
136
46 157
61 87
46 157
46 149
56 46
157 46
87 149
12 36
29 29
149
149 46
87 29
29 62
29 64
57 131
64 64 64
64 64
64 64
10 WM WM

WM WM WMWM WMWM WM WM WMWM WM WM WMWMWM WM WMWMWMWMWMWM

WM WM WM

WM WMWMWM WM

WM WM WMWM WM WMWMWM WMWM WM WM WM WM WMWMWM SS SS SS WM FHVFHV FHV FHV

FHV FHV FHV FHV SL

GM TS TS
TS
TS
TS TS

GM GMGMGM GM

WM SS TEL SD SSWM SD SS SS SD SSSS SS
MARK DATE DESCRIPTION BY Project No.:
www.tetratech.com
Checked By:

Drawn By:

Designed By: 2/20/2025 6:40:04 PM - C:\_AD\ACCDOCS\TETRA TECH INC\200-73157-18001-02-MERCEDAVE\PROJECT FILES\CAD\SHEETFILES\C-201_DEMO.DWG - PHAM, NHUT 1 A
2 3 4 5 6 7
B
C
D
E
F
Bar Measures 1 inch
Copyright: Tetra Tech

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
60% SUBMITTAL
200-73157-18001-02
MERCED AVENUE GREENWAY PHASE 2

CITY OF SOUTH EL MONTE
711 TANK FARM RD, SUITE 110
SAN LUIS OBISPO, CA 93402
PHONE: (805) 542-9052 of
1415 SANTA ANITA AVENUE
SOUTH EL MONTE, CA 91733
C-201

DEMOLITION PLAN
STA: 10+00 TO 19+80
EP

NP/CM/RA
EP
Sheet 10
N
0 SCALE:
10 20 40
1" = 20' MATCH LINE - STA. 14+90 SEE ABOVE MATCH LINE - STA. 14+90 SEE BELOW MATCHLINE - STA. 19+80 SEE SHEET C-202 N

KEY MAP FERN ST KLINGERMAN ST RUSH ST

MERCED AVE

CONCRETE REMOVAL
NTS

MERCED AVE

MERCED AVE FERN ST

1. LOCATION OF EXISTING UTILITIES IS APPROXIMATE AND BASED ON RECORD DRAWINGS.

ACTUAL CONDITIONS MAY VARY.

2. EXISTING UNDERGROUND UTILITIES SHALL BE PROTECTED IN PLACE UNLESS NOTED OTHERWISE ON PLAN.

3. IRRIGATION SYSTEM TO BE REMOVED AS NECESSARY FOR CONSTRUCTION. ENDS SHALL BE CAPPED. IF REMOVAL FRAGMENTS THE SYSTEM, PIPING SHALL BE INSTALLED AROUND CONSTRUCTION ZONE TO ASSURE CONTINUOUS IRRIGATION SERVICE.

4. PROTECT EXISTING TREES UNLESS OTHERWISE NOTED.

5. PROTECT EXISTING BUILDINGS UNLESS OTHERWISE NOTED.

6. REFER TO STREET IMPROVEMENT SHEETS AND STORM DRAIN SHEETS FOR LOCATIONS OF ITEMS TO BE REPLACED OR RELOCATED, AND LIMITS OF WORK.

7. REMOVE ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS.

8. IF AN EXCAVATION FALLS WITHIN 30" OF AN EXPANSION JOINT, CONSTRUCTION JOINT,

WEAKENED PLANE JOINT OR EDGE, THE CONCRETE SHALL BE REMOVED AND REPLACED TO THE JOINT OR THE EDGE.

9. IF AN EXCAVATION FALLS WITHIN 12" OF A SCORELINE, THE CONCRETE SHALL BE REMOVED AND REPLACED TO THE SCORELINE.

10. CONCRETE WALK, FILL-IN, AND DRIVEWAYS REMOVED IN CONNECTION WITH CONSTRUCTION SHALL BE REPLACED TO NEATLY SAWED EDGES. ALL CUTS SHALL BE PARALLEL TO OR PERPENDICULAR TO THE CURB. ALL CUTS ON CURVES SHALL BE CUT RADIAL TO THE CURB.

11. BORING RESULTS PROVIDED IN THE GEOTECHNICAL REPORT INDICATE ASPHALT PAVEMENT THICKNESS BETWEEN 5" AND 7" OVER AN AGGREGATE BASE SECTION BETWEEN 7" AND 9" FOR A TOTAL STRUCTURAL SECTION BETWEEN 12" AND 16". IT IS

ASSUMED FOR THE PURPPOSES OF DESIGN THAT THESE VALUES ARE REPRESENTATIVE OF ACTUAL FIELD CONDITIONS. ACTUAL FIELD CONDITIONS MAY VARY.

12. CONTRACTOR SHALL COORDINATE WITH ENGINEER FOR DIRECTION PRIOR TO

DEMOLITION AND REMOVAL OF PRIVATE IMPROVEMENTS AT LOCATIONS WHERE PRIVATE IMPROVEMENTS EXTEND INTO WORK LIMITS. EXAMPLES INCLUDE PRIVATE PLANTERS, DECORATIVE WALLS, ETC. FAILURE TO RECEIVE DIRECTION FROM ENGINEER PRIOR TO

REMOVAL WILL MAKE CONTRACTOR RESPONSIBLE FOR DAMAGES TO PRIVATE IMPROVEMENTS.

DEMOLITION NOTES:

CONSTRUCT

WORK BY OTHERS

EXISTING
REMOVE

LEGEND OF CONSTRUCTION NOTES
NO. CONSTRUCTION ITEM/NOTE
2 TYPE A2-8 INTEGRAL CURB & GUTTER
10 CONCRETE DRIVEWAY (6")
12 CONCRETE WALK (4")
26 TREE WELL
29 CURB DRAIN
36 UTILITY POLE
41 FIRE HYDRANT
45 WATER VALVE
46 WATER METER
56 GAS METER
57 GAS LINE
61 TREE(s)
62 SIGNAGE
64 WATER LINE
87 STORM BASIN
131 SEWER LINE
136 SEWER MANHOLE
146 MASONRY WALL
149 FENCE
157 BOLLARD POST

ADJUST TO GRADE

REMOVE AND REPLACE

GRIND AND OVERLAY
(2.5")

FULL DEPTH RECONSTRUCTION
LEGEND
80% DESIGN - NOT FOR CONSTRUCTION Page 314 of 383
20+00 21+00 22+00 23+00 24+00 WM

WM WM WM WM

WM WMWM WMWM

WM SS SS FHV FHV SD SD SD SD GMGM TEL
x
x
x
x
x
x
x
x
x
x
x x x x
x x
x x
x x
x BOL BOL

GM FDC FDC FDC FDC

W W W W W W W
WW
W
W
W W
W
W
W
W
W
SS SD
SD
SD

SS SS SS SS SS
SS SS

G G G G G G G G SS OTV OE
OE
OE
FO

OTV UT OTV OE OTV
G
ROW
ROW
END STA 23+76.18

57.55' (R)
START STA 24+15.13

62.22' (R)
END STA 23+76.18

62.12' (L)
START STA 24+17.13

56.85' (L)
64 10
12 13
41 46
45 55
99 10
10 10
10 45
45 45
46 46 46
46 45
41 62 62
55 77
10 36
37 37
62 62
61 46
62 36
45 136
55 45
45 10
157
46 45
46 157
87 136
29 45
99 62
99 12
29 64
57 131
64 64
130
169
131
64 167
169
170
168
170
130
99 2
2 2
2 25+00 26+00 27+00 28+00 WM
WM WM

WM WM WM WMWM WM WM
WM WM

FHV FHV
VLT
x x x x x x x x x x
x
x x GM
x
x x x x x x x SS SS SD
x x x x x x x x x x x
x BOL BOL BOL
x x FDC PIV BOL

PB PB SS

W W W W W W W W

W W W W W W W W W W
W W

SS SS SS SS SS SS SS SS SS

SD SD SD SD SD SD SD SD SD SD

SS SS SS SS SS SS SS
OE FO
OTV UT

OE OE OE OE OE

FO FO FO FO FO

OTV OTV OTV OTV OTV UT UT UT UT UT

OE OE FO FO

OTV OTV UT UT
OE
OE OE

G G G G G G G G G
ROW
ROW
46 46
36 62
136
46 36
36 37
46 46
62 46
46 62
10 10
10 10 10 10
136
85 147
46 62 147
45 136
10 10
10 10
10 10
157
157
45 46
157
55 62
46 13
26 26
26 29
87 29
149
29 167
169
170
168 36
131
57 64
130
131
64 170
64 46
45 WM WM

WM WM WMWM WMWM WM WM WMWM WM WM WMWMWM WM WMWMWMWMWMWM

WM WM WM

WM WMWMWM WM

WM WM WMWM WM WMWMWM WMWM WM WM WM WM WMWMWM SS SS SS WM FHVFHV FHV FHV

FHV FHV FHV FHV

GM TS TS
TS
TS
TS TS

GM GMGMGM GM

WM SS TEL SD SSWM SD SS SS SD SSSS SS
MARK DATE DESCRIPTION BY Project No.:
www.tetratech.com
Checked By:

Drawn By:

Designed By: 2/20/2025 6:40:17 PM - C:\_AD\ACCDOCS\TETRA TECH INC\200-73157-18001-02-MERCEDAVE\PROJECT FILES\CAD\SHEETFILES\C-202_DEMO.DWG - PHAM, NHUT 1 A
2 3 4 5 6 7
B
C
D
E
F
Bar Measures 1 inch
Copyright: Tetra Tech

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
60% SUBMITTAL
200-73157-18001-02
MERCED AVENUE GREENWAY PHASE 2

CITY OF SOUTH EL MONTE
711 TANK FARM RD, SUITE 110
SAN LUIS OBISPO, CA 93402
PHONE: (805) 542-9052 of
1415 SANTA ANITA AVENUE
SOUTH EL MONTE, CA 91733
C-202

DEMOLITION PLAN
STA: 19+80 TO 28+90
EP

NP/CM/RA
EP
Sheet 11 MATCH LINE - STA. 24+35 SEE ABOVE MATCHLINE - STA. 19+80 SEE SHEET C-201 MATCH LINE - STA. 24+35 SEE BELOW N
0 SCALE:
10 20 40
1" = 20'
LEGEND

CONCRETE REMOVAL

MERCED AVE
MERCED AVE MATCH LINE - STA. 28+90 SEE SHEET C-203 KLINGERMAN ST

1. LOCATION OF EXISTING UTILITIES IS APPROXIMATE AND BASED ON RECORD DRAWINGS. ACTUAL CONDITIONS MAY VARY.

2. EXISTING UNDERGROUND UTILITIES SHALL BE PROTECTED IN PLACE UNLESS NOTED OTHERWISE ON PLAN.

3. IRRIGATION SYSTEM TO BE REMOVED AS NECESSARY FOR CONSTRUCTION. ENDS SHALL BE CAPPED. IF

REMOVAL FRAGMENTS THE SYSTEM, PIPING SHALL BE INSTALLED AROUND CONSTRUCTION ZONE TO ASSURE CONTINUOUS IRRIGATION SERVICE.

4. PROTECT EXISTING TREES UNLESS OTHERWISE NOTED.

5. PROTECT EXISTING BUILDINGS UNLESS OTHERWISE NOTED.

6. REFER TO STREET IMPROVEMENT SHEETS AND STORM DRAIN SHEETS FOR LOCATIONS OF ITEMS TO BE REPLACED OR RELOCATED, AND LIMITS OF WORK.

7. REMOVE ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS

8. IF AN EXCAVATION FALLS WITHIN 30" OF AN EXPANSION JOINT, CONSTRUCTION JOINT, WEAKENED PLANE JOINT OR EDGE, THE CONCRETE SHALL BE REMOVED AND REPLACED TO THE JOINT OR THE EDGE.

9. IF AN EXCAVATION FALLS WITHIN 12" OF A SCORELINE, THE CONCRETE SHALL BE REMOVED AND REPLACED TO THE SCORELINE.

10. CONCRETE WALK, FILL-IN, AND DRIVEWAYS REMOVED IN CONNECTION WITH CONSTRUCTION SHALL BE REPLACED TO NEATLY SAWED EDGES. ALL CUTS SHALL BE PARALLEL TO OR PERPENDICULAR TO THE CURB.

ALL CUTS ON CURVES SHALL BE CUT RADIAL TO THE CURB.

11. BORING RESULTS PROVIDED IN THE GEOTECHNICAL REPORT INDICATE ASPHALT PAVEMENT THICKNESS BETWEEN 5" AND 7" OVER AN AGGREGATE BASE SECTION BETWEEN 7" AND 9" FOR A TOTAL STRUCTURAL SECTION BETWEEN 12" AND 16". IT IS ASSUMED FOR THE PURPOSES OF DESIGN THAT THESE VALUES ARE REPRESENTATIVE OF ACTUAL FIELD CONDITIONS. ACTUAL FIELD CONDITIONS MAY VARY.

12. CONTRACTOR SHALL COORDINATE WITH ENGINEER FOR DIRECTION PRIOR TO DEMOLITION AND REMOVAL OF PRIVATE IMPROVEMENTS AT LOCATIONS WHERE PRIVATE IMPROVEMENTS EXTEND INTO WORK LIMITS.

EXAMPLES INCLUDE PRIVATE PLANTERS, DECORATIVE WALLS, ETC. FAILURE TO RECEIVE DIRECTION FROM

ENGINEER PRIOR TO REMOVAL WILL MAKE CONTRACTOR RESPONSIBLE FOR DAMAGES TO PRIVATE IMPROVEMENTS.

DEMOLITION NOTES:

N

KEY MAP FERN ST KLINGERMAN ST RUSH ST

MERCED AVE
NTS

LEGEND OF CONSTRUCTION NOTES
NO. CONSTRUCTION ITEMNOTE
2 TYPE A2-8 INTEGRAL CURB & GUTTER
10 CONCRETE DRIVEWAY (6")
12 CONCRETE WALK (4")
13 CURB RAMP - PER REFERENCE AND ENLARGED DETAILS ON SHEETS C-307 THROUGH C-310
26 TREE WELL
29 CURB DRAIN
36 UTILITY POLE
37 POLE ANCHOR
41 FIRE HYDRANT
45 WATER VALVE
46 WATER METER
55 GAS VALVE
57 GAS LINE
61 TREE(s)
64 WATER LINE
77 TELECOMMUNICATIONS MANHOLE
85 STORM DRAIN MANHOLE
87 STORM BASIN
99 SIDE OPENING CATCH BASIN
130 STORM DRAIN LINE
131 SEWER LINE
136 SEWER MANHOLE
147 UTILITY PULL BOX
149 FENCE
157 BOLLARD POST
167 UNDERGROUND COMMUNICATIONS LINE
168 FIBER OPTIC COMMUNICATIONS LINE
169 OVERHEAD CABLE LINES
170 OVERHEAD ELECTRICAL LINES

CONSTRUCT

WORK BY OTHERS

EXISTING
REMOVE

REMOVE & REPLACE

ADJUST TO GRADE

GRIND AND OVERLAY
(2.5")

FULL DEPTH RECONSTRUCTION
13 80% DESIGN - NOT FOR CONSTRUCTION Page 315 of 383
29+00 30+00 31+00 32+00 33+00 WM WM WM WMWM WM

WM WM WM WM WM WM WM SS SS WM FHVSD
VLT
VLT

WM PB BFP BFP
WM BFP
x x x SD
x FDC FDC FDC BOL BOLFDC

W W W W W W W W W W
W W W
SS SS

SD SD SD SD SD SD SD SD SD SD

SS SS SS SS SS SS SS SS

OE FO OE FO OE FO OE FO
OE
FO

OE OE OE

FO FO FO

OTV OTV OTV OTV OTV OTV OTV OTV

UT UT UT UT UT UT UT UT
OE OE
OE

SS SS SS SS SS

W W W W W W

G G G G G G G G G
STA 31+24.41

8.17'(L) 2
10 45
46 136
45 10
45 46
46 45
46 45
41 45
10 46
29 10 10
36 46 36 46
46 36
36 46
46 46
41 45
45 49
157
45 85
46 62
36 26
37 26 10
12 29
29 ROW
ROW
99 46
29 87
167
169
170
168
57 131
64 130
130
131
64 170
64 99
34+00 35+00 36+00 37+00 38+00 WMWM WM WM WMWM WM WM WM WMWMWM SSSS SS FHV FHV FHV SD SD SD

TEL IRV SD
SL
TS
TS
TS
TS
TS
TS
TS
TS
TS

VLT FDC PIV SS

WM SD SS

BOL SD FDC FDC
BOL
BOL
W
W W W

W W W W
W
W
W W
W
W
W

W SS SS

SD SD SD

SD SD SD SD SD SD
SD SD
SS

SS SS SS SS SS SS SS SS

SS SS SS SS SS SS
SS
SD SS

OE OE FO FO

OTV OTV UT UT OE OE
FO
OTV FO

OTV OE OE OE
OE
OE
FO
FO
OTV
OTV

OE OTV OTV OTV
OTVOE
FO
SS

W W W W W

G G G G
G G
G
G
G
G
G

SD SD SD
END STA 36+85.56

30.95'(R)
END STA 36+85.03

28.28'(L)
45 10
10 10
10 10
10 41
45 46
62 136
46 45
46 45
136
45 46 36
46 46
10 46
45 36
62 49
62 53
45 38
39 39
39 39
99 29
29 2
2 99
99 10
ROW
ROW
26 26
99 26
36 57
130
169
170
131
64 168
130
131
64 130
64 64
57 169
170
57 131
168
57 10+00.01 11+00 12+00 WM 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 3+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 4+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 WM

WM WM WMWM WMWM WM WM WMWM WM WM WMWMWM WM WMWMWMWMWMWM

WM WM WM

WM WMWMWM WM

WM WM WMWM WM WMWMWM WMWM WM WM WM WM WMWMWM SS SS SS WM FHVFHV FHV FHV

FHV FHV FHV FHV

GM TS TS
TS
TS
TS TS

GM GMGMGM GM

WM SS TEL SD SSWM SD SS SS SD SSSS SS
MARK DATE DESCRIPTION BY Project No.:
www.tetratech.com
Checked By:

Drawn By:

Designed By: 2/20/2025 6:40:38 PM - C:\_AD\ACCDOCS\TETRA TECH INC\200-73157-18001-02-MERCEDAVE\PROJECT FILES\CAD\SHEETFILES\C-203_DEMO.DWG - PHAM, NHUT 1 A
2 3 4 5 6 7
B
C
D
E
F
Bar Measures 1 inch
Copyright: Tetra Tech

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
60% SUBMITTAL
200-73157-18001-02
MERCED AVENUE GREENWAY PHASE 2

CITY OF SOUTH EL MONTE
711 TANK FARM RD, SUITE 110
SAN LUIS OBISPO, CA 93402
PHONE: (805) 542-9052 of
1415 SANTA ANITA AVENUE
SOUTH EL MONTE, CA 91733
C-203

DEMOLITION PLAN
STA: 28+90 TO 38+00
CM
CM

NP/CM/RA
Sheet 12
N
0 SCALE:
10 20 40
1" = 20' MATCH LINE - STA. 33+45.00 SEE ABOVE MATCHLINE - STA. 28+90.00 SEE SHEET C-202 MATCH LINE - STA. 33+45 SEE BELOW

MERCED AVE

MERCED AVE RUSH ST
N

KEY MAP FERN ST KLINGERMAN ST RUSH ST

MERCED AVE
NTS

LEGEND OF CONSTRUCTION NOTES
NO. CONSTRUCTION ITEMNOTE
2 TYPE A2-8 INTEGRAL CURB & GUTTER
10 CONCRETE DRIVEWAY (6")
12 CONCRETE WALK (4")
26 TREE WELL
29 CURB DRAIN
36 UTILITY POLE
37 POLE ANCHOR
38 ADJUST STREET LIGHTING PULL BOX TO GRADE
39 ADJUST TRAFFIC SIGNAL PULL BOX TO GRADE
41 FIRE HYDRANT
45 WATER VALVE
46 WATER METER
49 LIGHT POLE
53 TRAFFIC SIGNAL
57 GAS LINE
62 SIGNAGE
64 WATER LINE
85 STORM DRAIN MANHOLE
87 STORM BASIN
99 SIDE OPENING CATCH BASIN
130 STORM DRAIN LINE
131 SEWER LINE
136 SEWER MANHOLE
157 BOLLARD POST
167 UNDERGROUND COMMUNICATIONS LINE
168 FIBER OPTIC COMMUNICATIONS LINE
169 OVERHEAD CABLE LINES
170 OVERHEAD ELECTRICAL LINES

CONSTRUCT

WORK BY OTHERS

EXISTING

REMOVE ADJUST TO GRADE

REMOVE AND REPLACE

CONCRETE REMOVAL

1. LOCATION OF EXISTING UTILITIES IS APPROXIMATE AND BASED ON RECORD DRAWINGS.

ACTUAL CONDITIONS MAY VARY.

2. EXISTING UNDERGROUND UTILITIES SHALL BE PROTECTED IN PLACE UNLESS NOTED OTHERWISE ON PLAN.

3. IRRIGATION SYSTEM TO BE REMOVED AS NECESSARY FOR CONSTRUCTION. ENDS SHALL BE CAPPED. IF REMOVAL FRAGMENTS THE SYSTEM, PIPING SHALL BE INSTALLED AROUND CONSTRUCTION ZONE TO ASSURE CONTINUOUS IRRIGATION SERVICE.

4. PROTECT EXISTING TREES UNLESS OTHERWISE NOTED.

5. PROTECT EXISTING BUILDINGS UNLESS OTHERWISE NOTED.

6. REFER TO STREET IMPROVEMENT SHEETS AND STORM DRAIN SHEETS FOR LOCATIONS OF ITEMS TO BE REPLACED OR RELOCATED, AND LIMITS OF WORK.

7. REMOVE ALL PAVEMENT STRIPING WITHIN PROJECT LIMITS.

8. IF AN EXCAVATION FALLS WITHIN 30" OF AN EXPANSION JOINT, CONSTRUCTION JOINT,

WEAKENED PLANE JOINT OR EDGE, THE CONCRETE SHALL BE REMOVED AND REPLACED TO THE JOINT OR THE EDGE.

9. IF AN EXCAVATION FALLS WITHIN 12" OF A SCORELINE, THE CONCRETE SHALL BE REMOVED AND REPLACED TO THE SCORELINE.

10. CONCRETE WALK, FILL-IN, AND DRIVEWAYS REMOVED IN CONNECTION WITH CONSTRUCTION SHALL BE REPLACED TO NEATLY SAWED EDGES. ALL CUTS SHALL BE PARALLEL TO OR PERPENDICULAR TO THE CURB. ALL CUTS ON CURVES SHALL BE CUT RADIAL TO THE CURB.

11. BORING RESULTS PROVIDED IN THE GEOTECHNICAL REPORT INDICATE ASPHALT PAVEMENT THICKNESS BETWEEN 5" AND 7" OVER AN AGGREGATE BASE SECTION BETWEEN 7" AND 9" FOR A TOTAL STRUCTURAL SECTION BETWEEN 12" AND 16". IT IS

ASSUMED FOR THE PURPPOSES OF DESIGN THAT THESE VALUES ARE REPRESENTATIVE OF ACTUAL FIELD CONDITIONS. ACTUAL FIELD CONDITIONS MAY VARY.

12. CONTRACTOR SHALL COORDINATE WITH ENGINEER FOR DIRECTION PRIOR TO

DEMOLITION AND REMOVAL OF PRIVATE IMPROVEMENTS AT LOCATIONS WHERE PRIVATE IMPROVEMENTS EXTEND INTO WORK LIMITS. EXAMPLES INCLUDE PRIVATE PLANTERS, DECORATIVE WALLS, ETC. FAILURE TO RECEIVE DIRECTION FROM ENGINEER PRIOR TO

REMOVAL WILL MAKE CONTRACTOR RESPONSIBLE FOR DAMAGES TO PRIVATE IMPROVEMENTS.

DEMOLITION NOTES:

GRIND AND OVERLAY
(2.5")

FULL DEPTH RECONSTRUCTION
LEGEND
39 80% DESIGN - NOT FOR CONSTRUCTION Page 316 of 383
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 250
260
250
260
250
260
-0.44%
-0.65%
-0.65%
-0.65% GB STA 11+66.95 FL 253.36 GB STA 14+90.00 FL 251.26 GB STA 12+01.62 FL 253.14 -0.28% -1.00%
-0.80% -0.80%
-1.00% GB STA 11+53.20 FL 253.92 GB STA 12+04.01 FL 253.41 GB STA 13+09.62 FL 252.27 GB STA 13+37.69 FL 252.05 GB STA 12+93.70 FL 252.40 GB STA 14+90.00 FL 250.82 -0.80% -0.80% GB STA 14+90.00 EL 250.82
SEE SHEET C-307 FOR CURB RAMPS IMPROVEMENTS
SEE SHEET C-307 FOR CURB RAMP IMPROVEMENTS
11+00 12+00 13+00 14+00 WM WM
x x x
x
x
x
x WM WM
WM WM

WM WM WMWM WMWM WM SS SS FHV FHV STOP
STOP
STOP

GM STOP STOP STOP
GM
GM GM
x
x x x
x x x
x
x
x
x x

GM FDC FDC ICV SS
W
W
W

W W W W W W W W
W
W
W
W
W
W

SS SS SS SS SS SS SS SS SS SS

G G G G G G G G G G
G
G
G 30" GAS

OE OTV OTV
OTV
10+00 11+00 12+00 13+00 14+00
2 ROW
ROW 80.00' 8.00' 32.00' 34.00' 6.00' (252.61) BW
(251.87) BW
10 10 16
10 10
10 10
10 16 16
16 16
16 16
14 76
13 13
(251.73) BW
(252.34) BW
(251.92) BW
(251.74) BW
(254.00) BW
(252.57) BW
(252.77) BW
(253.00) BW
(252.18) BW
(251.89) BW
10 16
STA 12+45.86 ,39.98(R) 253.70 BW STA 12+81.86 ,40.00(R) 253.34 BW STA 12+63.86 32.00(R) DRIVEWAY, C/L TYPE B W=26' X=5' Y= 4' Y-SLOPE 12.50% STA 12+92.62 ,40.00(R) 253.16 BW STA 13+03.62 32.00(R) DRIVEWAY, C/L TYPE B W=12' X= 5'-0" Y = 4'-0" Y-SLOPE=12.50% STA 13+14.62 ,40.00(R) 252.94 BW STA 13+37.69 ,40.00(R) 252.80 BW STA 13+72.87 ,40.00(R) JOIN 252.56 BW STA 13+55.28 32.00(R) DRIVEWAY C/L TYPE B W= 21.20' X=5' Y=4' Y-SLOPE=12.50% STA 14+01.60 ,40.00(R) JOIN 252.30 BW STA 14+20.60 32.00(R) DRIVEWAY C/L TYPE B W = 26.10' X= 5' Y=4' Y-SLOPE= 12.5% STA 14+39.60 ,40.00(R) JOIN 251.94 BW STA 14+65.28 ,40.00(R) JOIN 251.74 BW STA 14+76.28 32.00(R) DRIVEWAY C/L TYPE B W= 10.2' X= 5' Y=4' Y-SLOPE=12.50% STA 14+87.28 ,40.00(R) JOIN 251.64 BW STA 13+15.09 ,40.00(L) JOIN 252.87 BW STA 13+45.09 ,40.00(L) JOIN 252.71 BW STA 13+29.62 33.90(L) DRIVEWAY C/L TYPE B W = 22' X = 4' Y = 2' Y-SLOPE=12.50% STA 13+77.71 ,40.00(L) JOIN 252.47 BW STA 14+14.71 ,40.00(L) JOIN 252.25 BW STA 13+96.71 34.00(L) DRIVEWAY C/L TYPE B W = 29' X=4' Y=2 Y-SLOPE=12.50% STA 14+81.14 ,40.00(L) JOIN 251.79 BW STA 11+81.87 34.00(L) DRIVEWAY C/L TYPE B W = 19' X = 5' Y = 2' Y-SLOPE = 12.50% STA 11+67.37 ,40.00(L) 253.88 BW STA 11+96.37 ,40.00(L) JOIN 253.71 BW STA 11+67.37 34.50(L) 253.80 TC STA 12+01.62 34.00(L) 253.81 TC STA 13+09.84 34.00(L) 253.10 STA 13+50.34 34.00(L) 252.84 STA 13+72.46 34.00(L) 252.70 STA 14+19.96 34.00(L) 252.39 STA 14+75.89 34.00(L) 252.02 STA 11+62.12 40.00(L) 254.12 BW STA 12+01.62 40.00(L) 253.90 BW STA 13+09.84 40.00(L) 253.11 STA 13+50.34 40.00(L) 252.93 STA 13+72.46 40.00(L) 252.71 STA 14+19.96 40.00(L) 252.45 STA 14+75.89 40.00(L) 252.03 STA 11+22.80 40.00(L) 254.35 BW STA 11+14.66 30.18(L) 254.28 TC STA 11+10.67 32.59(L) 254.30 TC STA 11+05.35 57.46(L)
??? BW
STA 11+05.23 71.24(L)
254.64 BW
STA 11+05.30 57.93(R)
254.97 BW STA 11+18.39 40.00(R) BW 255.00 STA 11+50.00 40.00(R) BW 254.66 STA 11+18.39 26.52(R) TC 254.73 STA 11+29.85 24.50(R) TC 254.69 STA 11+05.34 53.00(R)
254.99 BW
12 16
12 16 10+00
11+00
12+00 13+00 14+00 10+00
11+00 12+00 13+00 14+00 10+00
11+00
12+00 13+00 14+00
30 30 30 WM WM

WM WM WMWMWMWM WM WM WMWM WM WM WMWMWM WM WMWMWMWMWMWM

WM WM WM

WM WMWMWM WM

WM WM WMWM WM WMWMWM WMWM WM WM WM WM WMWMWM SS SS SS WM FHVFHV FHV FHV

FHV FHV FHV FHV

GM TS TS
TS
TS
TS TS

GM GMGMGMGM

WM SS TEL SD SSWM SD SS SS SD SSSS SS
MARK DATE DESCRIPTION BY Project No.:
www.tetratech.com
Checked By:

Drawn By:

Designed By: 2/20/2025 6:40:55 PM - C:\_AD\ACCDOCS\TETRA TECH INC\200-73157-18001-02-MERCEDAVE\PROJECT FILES\CAD\SHEETFILES\C-301_STREET-IMPROVEMENT.DWG - PHAM, NHUT 1 A
2 3 4 5 6 7
B
C
D
E
F
Bar Measures 1 inch
Copyright: Tetra Tech

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
60% SUBMITTAL
200-73157-18001-02
MERCED AVENUE GREENWAY PHASE 2

CITY OF SOUTH EL MONTE
711 TANK FARM RD, SUITE 110
SAN LUIS OBISPO, CA 93402
PHONE: (805) 542-9052 of
1415 SANTA ANITA AVENUE
SOUTH EL MONTE, CA 91733

CENTERLINE PROFILE
PROFILE SCALE:

VERT: 1" = 4'
HORIZ: 1" = 20'
C-301

STREET IMPROVEMENT PLAN
STA: 10+00 TO 14+90
CM

NP/CM/RA

NP/CM/RA
Sheet 13
N
0 SCALE:
10' 20' 40'
1" = 20'
LEGEND

CONCRETE (SIDEWALK/DRIVEWAY)
ROW

CENTERLINE
GRIND AND OVERLAY (2.5")

FULL DEPTH RECONSTRUCTION

1. LOCATION OF EXISTING UTILITIES IS APPROXIMATE AND BASED ON RECORD DRAWINGS.

ACTUAL CONDITIONS MAY VARY.

2. EXISTING UNDERGROUND UTILITIES SHALL BE PROTECTED IN PLACE UNLESS NOTED OTHERWISE ON PLAN.

3. INSTALL CURB AND SIDEWALK JOINTS PER SPPWC 112-2.

4. ALL EXPOSED CORNERS ON PCC CURBS AND GUTTER SHALL BE ROUNDED WITH A 1/2" RADIUS.

5. WEAKENED PLANE AND/OR CONTACT JOINTS SHALL BE PLACED IN CURB AND GUTTER AT LOCATIONS SHOWN ON THE TYPICAL JOINT PLAN PROVIDED IN SPPWC 112-2 (OR LATEST VERSION).

6. WEAKENED PLANE JOINTS SHALL BE PLASTIC CONTROL JOINTS OR 1-1/2" (40MM) DEEP DAW CUTS. CONCRETE SAWING SHALL TAKE PLACE WITHIN 24 HOURS AFTER CONCRETE IS PLACED.

7. DOWELS FOR CONTACT JOINT SHALL BE #4 BARS 18" LONG.

8. PLACE A WEAKENED PLANE OR CONTACT JOINT WHERE LONGITUDINAL ALLEY GUTTER JOINS

CONCRETE ALLEY INTERSECTION

9. SEE SHEETS C-307 THROUGH C-310 FOR ACCESSIBLE CURB RAMP IMPROVEMENTS.

10. CONTRACTOR SHALL VERIFY EXISTING BACK OF WALK ELEVATIONS SHOWN ON PLANS.

DESIGN NOTES:

PLANTER MATCHLINE - STA. 14+90.00 SEE SHEET C-302

EAST FLOWLINE PROFILE

WEST FLOWLINE PROFILE
N

KEY MAP FERN ST KLINGERMAN ST RUSH ST

MERCED AVE

NTS FERN ST

MERCED AVE

EXISTING FLOWLINE

EXISTING ROADWAY CENTERLINE

EXISTING FLOWLINE

LEGEND OF CONSTRUCTION NOTES
NO. CONSTRUCTION ITEM/NOTE REFERENCE
2 TYPE A2-8 INTEGRAL CURB & GUTTER GREENBOOK,
SPPWC 120-3
10 CONCRETE DRIVEWAY (6")

GREENBOOK,
SPPWC 110-2,
113-2
12 CONCRETE WALK (4")

GREENBOOK,
SPPWC 112-2,
113-2
13 CURB RAMP - PER REFERENCE AND ENLARGED DETAILS ON
SHEETS C-307 THROUGH C-310

GREENBOOK,
SPPWC 111-5
14 FULL DEPTH RECONSTRUCTION
DTL 1, SHT
C-501
16 CRUSHED MISCELLANEOUS BASE (t=4" FOR SIDEWALK, t=6" FOR

DRIVEWAY)
30 CURB OPENING
76 GRIND AND OVERLAY (t=2.5") GREENBOOK,
SPPWC 132-4

CONSTRUCT

WORK BY OTHERS

EXISTING

REMOVE ADJUST TO GRADE

REMOVE AND REPLACE

PERVIOUS PAVERS

PROPOSED FLOWLINE

PROPOSED TOP OF CURB

PROPOSED FLOWLINE

PROPOSED TOP OF CURB
80% DESIGN - NOT FOR CONSTRUCTION Page 317 of 383
WM WM

WM WM WMWM WMWM WM WM WMWM WM WM WMWMWM WM WMWMWMWMWMWM

WM WM WM

WM WMWMWM WM

WM WM WMWM WM WMWMWM WMWM WM WM WM WM WMWMWM SS SS SS WM FHVFHV FHV FHV

FHV FHV FHV FHV

GM TS TS
TS
TS
TS TS

GM GMGMGM GMVLT

VLT WM SS PB TEL SD SSWM SD SS SS SD SSPB PB SS SS
15+00 16+00 17+00 18+00 19+00 WM WMWM WM WM WM WM WM WM

WM WM WMWM WM WM FHV

GM GMGM GMGMGM
x x
x BOL x BOL x x x
BOL x x x x
x x x
x x x x x x x x
x
x x
x x
BOL SS

W W W W W W W W W W W
W
W
W
W
W
W
W
W

SS SS SS SS SS SS SS SS SS

G G G G G G G G G G
OE
W
15+00 16+00 17+00 18+00 19+00
2 14
76 STA 19+15.7132.00(R) DRIVEWAY C/L TYPE B W=12' X= 4'-0" Y= 4'-0" Y-SLOPE=12.50% STA 19+05.17 40.00(R) JOIN 250.14 BW (250.20) STA 19+26.17 40.00(R) JOIN 249.98 BW (249.90)
STA 19+47.17 40.00(R) JOIN 249.96 BW (250.04)
STA 19+35.7132.00(R) DRIVEWAY C/L TYPE B W=12' X= 5' Y=4' Y-SLOPE = 12.50% STA 19+68.01 40.00(R) JOIN 249.92 BW (250.15) STA 19+78.5532.00(R) DRIVEWAY C/L TYPE B W= 12' X=5' Y= 4' Y-SLOPE=12.50% STA 18+29.41 40.00(R) JOIN 250.27 BW (249.98) STA 17+95.41 40.00(R) JOIN 250.43 BW (250.40)
STA 18+12.8932.00(R) DRIVEWAY C/L TYPE B W= 24' X= 5'Y= 4' Y-SLOPE= 12.5% STA 17+18.85 40.00(R) JOIN 250.66 BW (250.80) STA 17+40.85 40.00(R) JOIN 250.50 BW (250.46) STA 17+29.8532.00(R) DRIVEWAY C/L TYPE B W=12' X=5' Y=4' Y-SLOPE=12.50% STA 16+45.86 40.00(R) JOIN 250.87 BW (250.68) STA 16+32.3332.00(R) DRIVEWAY C/L TYPE B W= 18' X= 5' Y= 4' Y-SLOPE=12.5% STA 16+17.86 40.00(R) JOIN 250.99 BW STA 15+52.58 40.00(R) JOIN 251.27 BW (251.21) STA 15+37.0632.00(R)
DRIVEWAY C/L, TYPE B W= 20' X = 5' Y=4' Y-SLOPE=12.50% STA 15+20.58 40.00(R) JOIN 251.44 BW (251.40) STA 16+07.71 40.00(L) JOIN 250.99 BW (251.12)
STA 15+90.21 40.00(L) JOIN 251.09 BW (251.30)
STA 15+98.9633.90(L)
DRIVEWAY C/L, TYPE B W=9.5' X=4' Y=2' Y-SLOPE=12.5% STA 16+42.8326.00(L) DRIVEWAY C/L, TYPE B W=26' X=4' Y=5.33' Y-SLOPE= 11.5% STA 16+29.83 40.00(L) JOIN 251.21 BW (251.05) STA 16+55.83 40.00(L) JOIN 251.15 BW (250.97)
STA 16+86.11 40.00(L) JOIN 251.07 BW (250.79)
STA 17+20.11 40.00(L) JOIN 251.00 BW (250.68)
STA 17+03.1126.00(L) DRIVEWAY C/L TYPE B W=26' X=4' Y=5.33' Y-SLOPE=11.5% STA 18+36.22 40.00(L) JOIN 250.41 BW (250.55) STA 18+83.72 40.00(L) JOIN 250.32 BW (250.53)
STA 18+59.9734.00(L) DRIVEWAY C/L TYPE B W=39.50' X=4' Y=2 Y-SLOPE=12.5% STA 19+23.52 40.00(L) JOIN 250.24 BW (250.50) STA 19+49.52 40.00(L) JOIN 250.18 BW (250.46)
STA 19+36.5234.00(L)
DRIVEWAY C/L, TYPE B W=18' X=4' Y=2' Y-SLOPE=12.5% 4.00' 80.00' 8.00' 32.00' 26.00' 14.00' 6.00' 10 STA 17+51.00 34.53(L) JOIN 250.72 TC STA 17+92.73 34.03(L) JOIN 250.62 TC STA 17+51.01 40.00(L) JOIN 250.77 BW (250.67) STA 17+92.73 40.00(L) JOIN 250.68 BW (250.60) STA 14+91.0633.74(L)
DRIVEWAY C/L, TYPE B W=20' X=4' Y=2' Y-SLOPE=12.5% STA 15+01.14 40.00(L) JOIN 251.69 BW (252.10) STA 15+06.3940.00(L) 251.89 BW STA 15+06.3934.00(L) 251.83 TC STA 15+84.9634.00(L) 251.32 TC STA 15+84.9640.00(L) 251.33 BW STA 16+12.9640.00(L) 251.19 BW STA 16+12.9634.50(L) 251.13 TC STA 18+30.9734.00(L) 250.54 TC STA 18+30.9740.00(L) 250.60 BW STA 18+88.9740.00(L) 250.51 BW STA 18+88.9734.00(L) 250.42 TC STA 19+18.2734.00(L) 250.36 TC STA 19+18.2740.00(L) 250.45 BW STA 19+54.7740.00(L) 250.37 BW STA 19+54.7734.00(L) 250.28 TC 16 10
16 10
10 16
10 16
10 16
10 16
10 16
10 16
10 16
10 16
10 16
10 16
30 STA 15+53.3133.90(L)
DRIVEWAY C/L, TYPE B W=9.3' X=4' Y=2' Y-SLOPE=12.5%
10 16
STA 15+41.40 40.00(L) JOIN 251.53 BW (251.93)
STA 15+59.98 40.00(L) JOIN 251.21 BW (251.40)
30 30
12 16
12 16
15+00 15+50 16+00 16+50 16+00 17+50 18+00 18+50 19+00 19+50 20+00 250
260
250
260
250
260
-0.65%
-0.21% -0.21% -0.65% -0.65% GB STA 14+90.00 FL 251.26 GB STA 15+59.98 FL 250.81 GB STA 16+90.11 FL 250.27 GB STA 17+51.10 FL 250.13 GB STA 15+92.61 FL 250.60 GB STA 16+18.64 FL 250.42 GB STA 14+90.00 FL 250.82 GB STA 15+48.41 FL 250.57 GB STA 17+48.17 FL 249.77 GB STA 19+80.00 FL 249.18 -0.21% GB STA 17+92.73 FL 250.04 GB STA 19+80.00 FL 249.65 GB STA 19+80.00 FL 249.18 EL 249.65 EL 249.65 -0.40% -0.40%
-0.25%
MARK DATE DESCRIPTION BY Project No.:
www.tetratech.com
Checked By:

Drawn By:

Designed By: 2/20/2025 6:41:10 PM - C:\_AD\ACCDOCS\TETRA TECH INC\200-73157-18001-02-MERCEDAVE\PROJECT FILES\CAD\SHEETFILES\C-302_STREET-IMPROVEMENT.DWG - PHAM, NHUT 1 A
2 3 4 5 6 7
B
C
D
E
F
Bar Measures 1 inch
Copyright: Tetra Tech

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
60% SUBMITTAL
200-73157-18001-02
MERCED AVENUE GREENWAY PHASE 2

CITY OF SOUTH EL MONTE
711 TANK FARM RD, SUITE 110
SAN LUIS OBISPO, CA 93402
PHONE: (805) 542-9052 of
1415 SANTA ANITA AVENUE
SOUTH EL MONTE, CA 91733

CENTERLINE PROFILE
C-302

STREET IMPROVEMENT PLAN
STA: 14+90 TO 19+80
EP

NP/CM/RA
EP
Sheet 14
N
0 SCALE:
10' 20' 40'
1" = 20'

EAST FLOWLINE PROFILE

WEST FLOWLINE PROFILE
PROFILE SCALE:

VERT: 1" = 4'
HORIZ: 1" = 20'
N

KEY MAP FERN ST KLINGERMAN ST RUSH ST

MERCED AVE
NTS MATCHLINE - STA. 14+90 SEE SHEET C-301
LEGEND

CONCRETE (SIDEWALK/DRIVEWAY)
ROW

CENTERLINE
GRIND AND OVERLAY (2.5")

FULL DEPTH RECONSTRUCTION

1. LOCATION OF EXISTING UTILITIES IS APPROXIMATE AND BASED ON RECORD DRAWINGS.

ACTUAL CONDITIONS MAY VARY.

2. EXISTING UNDERGROUND UTILITIES SHALL BE PROTECTED IN PLACE UNLESS NOTED OTHERWISE ON PLAN.

3. INSTALL CURB AND SIDEWALK JOINTS PER SPPWC 112-2.

4. ALL EXPOSED CORNERS ON PCC CURBS AND GUTTER SHALL BE ROUNDED WITH A 1/2" RADIUS.

5. WEAKENED PLANE AND/OR CONTACT JOINTS SHALL BE PLACED IN CURB AND GUTTER AT LOCATIONS SHOWN ON THE TYPICAL JOINT PLAN PROVIDED IN SPPWC 112-2 (OR LATEST VERSION).

6. WEAKENED PLANE JOINTS SHALL BE PLASTIC CONTROL JOINTS OR 1-1/2" (40MM) DEEP DAW CUTS. CONCRETE SAWING SHALL TAKE PLACE WITHIN 24 HOURS AFTER CONCRETE IS PLACED.

7. DOWELS FOR CONTACT JOINT SHALL BE #4 BARS 18" LONG.

8. PLACE A WEAKENED PLANE OR CONTACT JOINT WHERE LONGITUDINAL ALLEY GUTTER JOINS

CONCRETE ALLEY INTERSECTION

9. SEE SHEETS C-307 THROUGH C-310 FOR ADA RAMP IMPROVEMENTS.

10. CONTRACTOR SHALL VERIFY EXISTING BACK OF WALK ELEVATIONS SHOWN ON PLANS.

DESIGN NOTES:

PLANTER
MERCED AVE MATCHLINE - STA. 19+80 SEE SHEET C-303

SAWCUT LINE

LEGEND OF CONSTRUCTION NOTES
NO. CONSTRUCTION ITEM/NOTE REFERENCE
2 TYPE A2-8 INTEGRAL CURB & GUTTER GREENBOOK, SPPWC
120-3
10 CONCRETE DRIVEWAY (6") GREENBOOK, SPPWC
110-2, 113-2
12 CONCRETE WALK (4") GREENBOOK, SPPWC
112-2, 113-2
14 FULL DEPTH RECONSTRUCTION DTL 1, SHT C-501
16 CRUSHED MISCELLANEOUS BASE (t=4" FOR SIDEWALK, t=6" FOR

DRIVEWAY)
30 CURB OPENING
76 GRIND AND OVERLAY (t=2.5") GREENBOOK, SPPWC
132-4

CONSTRUCT

WORK BY OTHERS

EXISTING

REMOVE ADJUST TO GRADE

REMOVE AND REPLACE

EXISTING FLOWLINE

EXISTING ROADWAY CENTERLINE

EXISTING FLOWLINE

PERVIOUS PAVERS

PROPOSED FLOWLINE

PROPOSED TOP OF CURB

PROPOSED FLOWLINE

PROPOSED TOP OF CURB
80% DESIGN - NOT FOR CONSTRUCTION Page 318 of 383
19+80 20+50 21+00 21+50 22+00 22+50 23+00 23+50 23+80 24+00 250
260
250
260
250
260 GB STA 19+80.00 EL 249.18
-0.25% -0.15%
-0.10% FL 249.18 GB STA 20+31.85 FL 249.07 GB STA 21+06.20 FL 248.95 GB STA 22+18.08 FL 248.83 -0.13%
-0.46% -0.00%

0.50% GB STA 22+62.75 FL 248.76 GB STA 23+23.78 FL 248.68 GB STA 23+38.88 FL 248.60 GB STA 23+54.11 FL 248.64 GB STA 19+80.00 FL 249.65 GB STA 21+83.01 FL 249.20 -0.53% 0.35% 0.16% GB STA 22+97.58 FL 249.03 GB STA 23+31.84 FL 248.85 GB STA 23+51.67 FL 248.91 -0.21%
SEE SHEET C-308 FOR CURB

RAMPS IMPROVEMENTS
SEE SHEET C-308 FOR CURB

RAMPS IMPROVEMENTS WM WM

WM WM WMWM WMWM WM WM WMWM WM WM WMWMWM WM WMWMWMWMWMWM

WM WM WM

WM WMWMWM WM

WM WM WMWM WM WMWMWM WMWM WM WM WM WM WMWMWM SS SS SS WM FHVFHV FHV FHV

FHV FHV FHV FHV
TEL SL

GM TS TS
TS
TS
TS TS

GM GMGMGM GM

VLT WM SS TEL SD SS

WM SD SS SS SD SSSS SS
20+00 21+00 22+00 23+00 24+00 WM

WM WM WM WM

WM WMWM WMWM

WM SS SS FHV FHV SD SD SD GMGM TEL
x
x
x
x
x
x x x x
x x
x x
x x
x BOL BOL

GM FDC FDC FDC FDC

W W W W W W W
W
W
WW
W W
W
W
W
W
W SD
SD
SD

SS SS SS SS SS
SS SS

G G G G G G G G SS OTV OE OTV OE OTV
20+00 21+00 22+00 23+00 24+00
2 STA 20+99.02 40.00(R) JOIN 249.84 BW (???)STA 20+83.14 24.00R DRIVEWAY C/L TYPE B W=23.80 X=4' Y=5.33' Y-SLOPE=12.5% STA 20+54.85 40.00(R) JOIN 249.86 BW (249.84) STA 20+67.27 40.00(R) JOIN 249.88 BW (249.89) STA 20+43.35 24.00R DRIVEWAY C/L TYPE B W=15' X=4' Y=5.33' Y-SLOPE=12.5% STA 20+31.85 40.00(R) JOIN 249.98 BW (249.98) STA 19+90.01 40.00(R) JOIN 249.87 BW (250.04) STA 20+19.76 34.00L DRIVEWAY C/L TYPE B STA 20+02.76 40.00(L) JOIN 250.09 BW W=26' X=4' Y=2' Y-SLOPE=12.5% (???) STA 20+36.76 40.00(L) JOIN 250.02 BW (???)
STA 21+10.57 40.00(R) JOIN 249.70 BW (249.72) STA 21+21.57 32.00R DRIVEWAY C/L TYPE B W=12' X=5' Y=4' Y-SLOPE=12.5% STA 21+32.57 40.00(R) JOIN 249.63 BW (???) STA 20+90.68 40.00(L) JOIN 249.89 BW STA 21+11.18 40.00(L) JOIN 249.86 BW STA 21+01.43 34.00L DRIVEWAY C/L TYPE B W=12.50' X=4' Y=2' Y-SLOPE=12.50% STA 21+59.66 40.00(L) JOIN 249.74 BW STA 21+83.01 40.00(L) JOIN 249.69 BW STA 21+71.33 33.90L DRIVEWAY TYPE B W=19.40' X=4' Y=2' Y-SLOPE=12.50% STA 23+26.58 40.00(L) JOIN 249.39 BW (???) STA 22+97.58 40.00(L) JOIN 249.44 BW STA 23+09.68 33.88L DRIVEWAY TYPE B W=25' X=4' Y=2.0' Y-SLOPE=12.50% 8.00' 32.00' 34.00' 6.00' 80.00' ROW
ROW
(250.37) BW(250.29) BW
(249.44) BW
(249.81) BW
(249.75) BW
(249.84) BW
10 12 10
76 10
STA 22+17.80 39.96(R)
JOIN (249.56) BW
STA 22+62.81 39.87(R)
JOIN (249.48) BW STA 23+56.50 40.00L (249.67) BWSTA 23+69.65 53.14L (249.69) BW STA 23+69.68 62.05L (249.98) BW STA 23+53.42 25.73R (249.32) TC STA 23+58.42 27.65R (249.34) TC STA 23+66.61 52.26R (249.42)BW STA 23+66.64 57.54R (249.47) BWSTA 23+54.35 40.00R (249.44) BW 10 16
10 16
(249.69) BW
(250.08) BW
(250.02) BW
(250.26) BW
10 16
10 16
10 16
10 16
14 25.00'
30 30
30 30
30 30 30 STA 23+46.91 34.40L (249.58) TC
12 16
12 16
10 16
MARK DATE DESCRIPTION BY Project No.:
www.tetratech.com
Checked By:

Drawn By:

Designed By: 2/20/2025 6:41:25 PM - C:\_AD\ACCDOCS\TETRA TECH INC\200-73157-18001-02-MERCEDAVE\PROJECT FILES\CAD\SHEETFILES\C-303_STREET-IMPROVEMENT.DWG - PHAM, NHUT 1 A
2 3 4 5 6 7
B
C
D
E
F
Bar Measures 1 inch
Copyright: Tetra Tech

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
60% SUBMITTAL
200-73157-18001-02
MERCED AVENUE GREENWAY PHASE 2

CITY OF SOUTH EL MONTE
711 TANK FARM RD, SUITE 110
SAN LUIS OBISPO, CA 93402
PHONE: (805) 542-9052 of
1415 SANTA ANITA AVENUE
SOUTH EL MONTE, CA 91733

CENTERLINE PROFILE
C-303

STREET IMPROVEMENT PLAN
STA:19+80 TO 24+00

NP/CM/RA

NP/CM/RA
EP
Sheet 15
N
0 SCALE:
10' 20' 40'
1" = 20'

EAST FLOWLINE PROFILE

WEST FLOWLINE PROFILE
PROFILE SCALE:

VERT: 1" = 4'
HORIZ: 1" = 20' MATCHLINE - STA. 24+00 SEE SHEET C-304 MATCHLINE - STA. 19+80 SEE SHEET C-302 N

KEY MAP FERN ST RUSH ST

MERCED AVE

NTS KLINGERMAN ST
LEGEND

CONCRETE (SIDEWALK/DRIVEWAY)
ROW

CENTERLINE
GRIND AND OVERLAY (2.5")

FULL DEPTH RECONSTRUCTION

1. LOCATION OF EXISTING UTILITIES IS APPROXIMATE AND BASED ON RECORD DRAWINGS.

ACTUAL CONDITIONS MAY VARY.

2. EXISTING UNDERGROUND UTILITIES SHALL BE PROTECTED IN PLACE UNLESS NOTED OTHERWISE ON PLAN.

3. INSTALL CURB AND SIDEWALK JOINTS PER SPPWC 112-2.

4. ALL EXPOSED CORNERS ON PCC CURBS AND GUTTER SHALL BE ROUNDED WITH A 1/2" RADIUS.

5. WEAKENED PLANE AND/OR CONTACT JOINTS SHALL BE PLACED IN CURB AND GUTTER AT LOCATIONS SHOWN ON THE TYPICAL JOINT PLAN PROVIDED IN SPPWC 112-2 (OR LATEST VERSION).

6. WEAKENED PLANE JOINTS SHALL BE PLASTIC CONTROL JOINTS OR 1-1/2" (40MM) DEEP DAW CUTS. CONCRETE SAWING SHALL TAKE PLACE WITHIN 24 HOURS AFTER CONCRETE IS PLACED.

7. DOWELS FOR CONTACT JOINT SHALL BE #4 BARS 18" LONG.

8. PLACE A WEAKENED PLANE OR CONTACT JOINT WHERE LONGITUDINAL ALLEY GUTTER JOINS

CONCRETE ALLEY INTERSECTION

9. SEE SHEETS C-307 THROUGH C-310 FOR ADA RAMP IMPROVEMENTS.

10. CONTRACTOR SHALL VERIFY EXISTING BACK OF WALK ELEVATIONS SHOWN ON PLANS.

DESIGN NOTES:

PLANTER

MERCED AVE KLINGERMAN ST

EXISTING ROAD CENTERLINE

EXISTING FLOWLINE

EXISTING FLOWLINE

SAWCUT LINE

LEGEND OF CONSTRUCTION NOTES
NO. CONSTRUCTION ITEM/NOTE REFERENCE
2 TYPE A2-8 INTEGRAL CURB & GUTTER GREENBOOK, SPPWC
120-3
10 CONCRETE DRIVEWAY (6") GREENBOOK, SPPWC
110-2, 113-2
12 CONCRETE WALK (4") GREENBOOK, SPPWC
112-2, 113-2
14 FULL DEPTH RECONSTRUCTION DTL 1, SHT C-501
16 CRUSHED MISCELLANEOUS BASE (t=4" FOR SIDEWALK, t=6" FOR

DRIVEWAY)
30 CURB OPENING
76 GRIND AND OVERLAY (t=2.5") GREENBOOK, SPPWC
132-4

CONSTRUCT

WORK BY OTHERS

EXISTING

REMOVE ADJUST TO GRADE

REMOVE AND REPLACE

PERVIOUS PAVERS

PROPOSED FLOWLINE

PROPOSED TOP OF CURB

PROPOSED FLOWLINE

PROPOSED TOP OF CURB
80% DESIGN - NOT FOR CONSTRUCTION Page 319 of 383
24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 250
260
250
260
250
260
-0.20%
-0.20%
-0.20% GB STA 28+81.85 FL 247.75 GB STA 24+33.29 FL 248.99 GB STA 24+14.53 FL 248.26 GB STA 26+59.64 FL 247.92 GB STA 27+03.13 FL 247.85 GB STA 27+30.39 FL 247.80 GB STA 27+57.86 FL 247.75 GB STA 28+02.71 FL 247.67 GB STA 28+76.22 FL 247.55 GB STA 28+90.00 FL 247.52 GB STA 24+41.79 FL 248.46 GB STA 24+71.57 FL 248.32 GB STA 25+01.58 FL 248.20 GB STA 25+44.47 FL 248.12 GB STA 26+39.71 FL 247.95 -0.15% -0.15% -0.15% -0.15% -0.15% -0.15% -0.15%
-0.42% -0.42%
-0.42% -0.15%
SEE SHEET C-309 FOR CURB

RAMPS IMPROVEMENTS
SEE SHEET C-309 FOR CURB

RAMPS IMPROVEMENTS WM WM

WM WM WMWM WMWM WM WM WMWM WM WM WMWMWM WM WMWMWMWMWMWM

WM WM WM

WM WMWMWM WM

WM WM WMWM WM WMWMWM WMWM WM WM WM WM WMWMWM SS SS SS WM FHVFHV FHV FHV

FHV FHV FHV FHV

GM TS TS
TS
TS
TS TS

GM GMGMGM GM

WM SS TEL SD SS BFP BFPWM BFP SD SS SS SD SSSS SS
10 10 10 10 WM
WM WM

WM WM WM WMWM WM WM
WM WM

FHV FHV SD
VLT
x x x x x x x x
x x
x
x x GM
x
x x x x x x
x
x
x
x
x SS SS SD
x x x x x x x x x x x
x BOL BOL BOL
x x FDC PIV BOL

PB PB SS

W W W W W W W W

W W W W W W W W W W
W W

SS SS SS SS SS SS SS SS SS SS
SD

SD SD SD SD SD SD SD SD SD SD

SS SS SS SS SS SS SS
OE
OE OE

FO FO OTV UT OTV UT

OE OE OE OE OE FO FO FO FO FO

OTV OTV OTV OTV OTV UT UT UT UT UT

OE OE FO FO

OTV OTV UT UT
OE
OE OE

G G G G G G G G G G
24+00 25+00 26+00 27+00 28+00 STA 25+72.91 DRIVEWAY C/L, TYPE B W=41' X=5' Y=4' Y-SLOPE=12.5% STA 25+52.41 40.00(R) JOIN 248.67 BW STA 25+04.67 40.00(L) JOIN 249.31 BW STA 26+45.71 DRIVEWAY C/L, TYPE B W=12' X=5' Y=4' Y-SLOPE=12.5% STA 26+96.10 DRIVEWAY C/L, TYPE B W=12' X=5' Y=4' Y-SLOPE=12.5% 10 STA 27+42.43 DRIVEWAY C/L, TYPE B W=26' X=5' Y=4' Y-SLOPE=12.5% 10 STA 27+90.70 DRIVEWAY C/L, TYPE B W=18' X=5' Y=4' Y-SLOPE=12.5% 10 STA 28+52.21 DRIVEWAY C/L, TYPE B W=44' X=5' Y=4' Y-SLOPE=12.5% 10 STA 25+14.42 DRIVEWAY C/L, TYPE B W=19.5' X=4' Y=5.67' Y-SLOPE=8.0% STA 25+58.69 DRIVEWAY C/L, TYPE B W=44' X=4' Y=5.67' Y-SLOPE=8.0% STA 26+04.76 DRIVEWAY C/L, TYPE B W=25' X=4' Y=5.67' Y-SLOPE=8.0% STA 27+02.09 DRIVEWAY C/L, TYPE B W=25' X=4' Y=5.67' Y-SLOPE=8.0% STA 27+60.06 DRIVEWAY C/L, TYPE B W=20' X=4' Y=5.67' Y-SLOPE=9.0% STA 28+28.23 DRIVEWAY C/L, TYPE B W=27' X=5' Y=4' Y-SLOPE=12.5% ROW
ROW
(249.17)
STA 25+24.17 40.00(L) JOIN 249.23 BW STA 25+36.69 40.00(L) JOIN 249.17 BW (249.15) BW (249.08) BW
STA 25+80.69 40.00(L) JOIN 249.03 BW (249.02) BWSTA 25+92.26 40.00(L) JOIN 248.94 BW (248.91) BW STA 26+17.26 40.00(L) JOIN 248.84 BW (248.80) BW
STA 26+89.59 40.00(L) JOIN 248.66 BW (248.74) BW
STA 27+14.59 40.00(L) JOIN 248.62 BW (248.67) BW
STA 27+50.06 40.00(L) JOIN 248.62 BW (248.68) BW
STA 27+74.06 40.00(L) JOIN 248.66 BW (248.75) BW
STA 28+14.73 40.00(L) JOIN 248.42 BW (248.67) BW
STA 28+41.73 40.00(L) JOIN 248.38 BW (248.63) BW
STA 25+93.41 40.00(R) JOIN 248.60 BW STA 26+34.71 40.00(R) JOIN 248.71 BW (248.68) BW STA 26+56.71 40.00(R) JOIN 248.68 BW (248.64) BW
STA 26+90.10 40.00(R) JOIN 248.44 BW (248.60) BW
STA 27+06.10 40.00(R) JOIN 248.60 BW (248.69) BW
STA 27+29.43 40.00(R) JOIN 248.50 BW (248.56) BW
STA 27+55.43 40.00(R) JOIN 248.32 BW (248.48) BW
STA 27+81.70 40.00(R) JOIN 248.28 BW (248.39) BW
STA 27+99.70 40.00(R) JOIN 248.25 BW (248.35) BW
STA 28+30.21 40.00(R) JOIN 248.20 BW (248.50) BW
STA 28+74.21 40.00(R) JOIN 248.12 BW (248.37) BW 80.00' 16.00' 24.00' 24.00' 16.00' 8.00' 32.00' 8.00' 32.00' 16.00' 24.00' 24+00 25+00 26+00 27+00 28+00
STA 28+81.85 40.00(L) JOIN 248.51 BW (248.64) BW
(248.83) BW
(248.76) BW STA 24+42.69 40.00L 249.70 BW STA 24+35.78 26.57L 249.48 TC STA 24+46.64 24.50L 249.44 TCSTA 24+23.97 56.84L 249.78 BW STA 24+22.05 62.24R 249.14 BW STA 24+15.13 62.22R 248.94 TC STA 24+22.06 56.98R 249.21 BW STA 24+39.03 40.00R 249.20 BW STA 24+37.63 28.22R 249.01 TC STA 24+52.63 25.08R 248.98 TC 10 16
10 16
10 16
10 10
16 10
16 10
16 10
16 10
16 10
16 10
16 10
16 16
14 76
12 16
30 2
MARK DATE DESCRIPTION BY Project No.:
www.tetratech.com
Checked By:

Drawn By:

Designed By: 2/20/2025 6:41:41 PM - C:\_AD\ACCDOCS\TETRA TECH INC\200-73157-18001-02-MERCEDAVE\PROJECT FILES\CAD\SHEETFILES\C-304_STREET-IMPROVEMENT.DWG - PHAM, NHUT 1 A
2 3 4 5 6 7
B
C
D
E
F
Bar Measures 1 inch
Copyright: Tetra Tech

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
60% SUBMITTAL
200-73157-18001-02
MERCED AVENUE GREENWAY PHASE 2

CITY OF SOUTH EL MONTE
711 TANK FARM RD, SUITE 110
SAN LUIS OBISPO, CA 93402
PHONE: (805) 542-9052 of
1415 SANTA ANITA AVENUE
SOUTH EL MONTE, CA 91733

CENTERLINE PROFILE
C-304

STREET IMPROVEMENT PLAN
STA:19+80 TO 24+00

NP/CM/RA

NP/CM/RA
EP
Sheet 16
N
0 SCALE:
10' 20' 40'
1" = 20'

EAST FLOWLINE PROFILE

WEST FLOWLINE PROFILE
PROFILE SCALE:

VERT: 1" = 4'
HORIZ: 1" = 20'
N

KEY MAP FERN ST RUSH ST

MERCED AVE

NTS KLINGERMAN ST
LEGEND

CONCRETE (SIDEWALK/DRIVEWAY)
ROW

CENTERLINE
GRIND AND OVERLAY (2.5")

FULL DEPTH RECONSTRUCTION
PLANTER MATCHLINE - STA. 28+90 SEE SHEET C-305 MATCHLINE - STA. 24+00 SEE SHEET C-303

1. LOCATION OF EXISTING UTILITIES IS APPROXIMATE AND BASED ON RECORD DRAWINGS.

ACTUAL CONDITIONS MAY VARY.

2. EXISTING UNDERGROUND UTILITIES SHALL BE PROTECTED IN PLACE UNLESS NOTED OTHERWISE ON PLAN.

3. INSTALL CURB AND SIDEWALK JOINTS PER SPPWC 112-2.

4. ALL EXPOSED CORNERS ON PCC CURBS AND GUTTER SHALL BE ROUNDED WITH A 1/2" RADIUS.

5. WEAKENED PLANE AND/OR CONTACT JOINTS SHALL BE PLACED IN CURB AND GUTTER AT LOCATIONS SHOWN ON THE TYPICAL JOINT PLAN PROVIDED IN SPPWC 112-2 (OR LATEST VERSION).

6. WEAKENED PLANE JOINTS SHALL BE PLASTIC CONTROL JOINTS OR 1-1/2" (40MM) DEEP DAW CUTS. CONCRETE SAWING SHALL TAKE PLACE WITHIN 24 HOURS AFTER CONCRETE IS PLACED.

7. DOWELS FOR CONTACT JOINT SHALL BE #4 BARS 18" LONG.

8. PLACE A WEAKENED PLANE OR CONTACT JOINT WHERE LONGITUDINAL ALLEY GUTTER JOINS

CONCRETE ALLEY INTERSECTION

9. SEE SHEETS C-307 THROUGH C-310 FOR ADA RAMP IMPROVEMENTS.

10. CONTRACTOR SHALL VERIFY EXISTING BACK OF WALK ELEVATIONS SHOWN ON PLANS.

DESIGN NOTES:

SAWCUT LINE

MERCED AVE KLINGERMAN ST

LEGEND OF CONSTRUCTION NOTES
NO. CONSTRUCTION ITEM/NOTE REFERENCE
2 TYPE A2-8 INTEGRAL CURB & GUTTER SPPWC 120-3
10 CONCRETE DRIVEWAY (6") SPPWC 110-2
12 CONCRETE WALK (4") SPPWC 113-2
14 FULL DEPTH RECONSTRUCTION DTL 1, SHT C-501
16 CRUSHED MISCELLANEOUS BASE (t=4" FOR SIDEWALK, t=6" FOR

DRIVEWAY)
30 CURB OPENING
76 GRIND AND OVERLAY (t=2.5") SPPWC 132-4

CONSTRUCT

WORK BY OTHERS

EXISTING

REMOVE ADJUST TO GRADE

REMOVE AND REPLACE

EXISTING FLOWLINE

EXISTING ROADWAY CENTERLINE

EXISTING FLOWLINE

PERVIOUS PAVERS

PROPOSED TOP OF CURB

PROPOSED FLOWLINE

PROPOSED TOP OF CURB

PROPOSED FLOWLINE
80% DESIGN - NOT FOR CONSTRUCTION Page 320 of 383
WM WM

WM WM WMWM WMWM WM WM WMWM WM WM WMWMWM WM WMWMWMWMWMWM

WM WM WM

WM WMWMWM WM

WM WM WMWM WM WMWMWM WMWM WM WM WM WM WMWMWM SS SS SS WM FHVFHV FHV FHV

FHV FHV FHV FHV SL

GM TS TS
TS
TS
TS TS

GM GMGMGM GM

WM SS TEL SD SS BFP BFPWM BFP SD SS SS SD SSSS SS
2 W W W W W W W W W W W
W W W
SS SS

SD SD SD SD SD SD SD SD SD SD

SS SS SS SS SS SS SS SS

OE OE OE OE OE OE OE OE OE FO FO FO FO FO FO FO FO

OTV OTV OTV OTV OTV OTV OTV OTV OTV

UT UT UT UT UT UT UT UT
OE OE
OE
OE

SS SS SS SS SS SS

W W W W W W W
G G G G G G G G G G STA 33+45.48 DRIVEWAY C/L, TYPE B W=35'; X=5'; Y=4'; Y-SLOPE=12.5% WM WM WM WMWM WM

WM WM WM WM WM WM WM WMWM SS SS WM FHV FHVSD

VLT VLT
VLT

WM PB BFP BFP
WM BFP
x x x SD
x FDC FDC FDCFDC BOL BOLFDC
2 STA 29+35.90 DRIVEWAY C/L, TYPE B W=33'; X=5'; Y=4'; Y-SLOPE=12.5% STA 30+18.67 DRIVEWAY C/L, TYPE B W=26' X=5' Y=4' Y-SLOPE=12.5% STA 31+29.55 DRIVEWAY C/L, TYPE B W=33'; X=5'; Y=4'; Y-SLOPE=12.5% STA 29+19.40, 40.00' (R) JOIN 248.04 BW STA 29+52.40, 40.00' (R) JOIN 247.99 BW STA 30+05.67, 40.00' (R) JOIN 247.89 BW STA 30+31.67, 40.00' (R) JOIN 247.85 BW STA 31+13.05, 40.00' (R) JOIN 247.71 BW STA 31+46.05, 40.00' (R) JOIN 247.65 BW STA 31+98.02, 40.00' (R) JOIN 247.56 BW STA 32+10.02, 40.00' (R) JOIN 247.54 BW STA 33+19.15, 40.00' (R) JOIN 247.35 BW STA 33+33.15, 40.00' (R) JOIN 247.33 BW STA 33+62.14, 40.00' (R) JOIN 247.27 BW STA 30+08.05 DRIVEWAY C/L, CASE B W=39' X=5' Y=4' Y-SLOPE=12.5% STA 31+32.13 DRIVEWAY C/L, TYPE B W=12'; X=3'; Y=5.67'; Y-SLOPE=3.29% STA 32+03.20 DRIVEWAY C/L, TYPE B W=21' X=5' Y=4' Y-SLOPE=12.5% STA 29+88.55, 40.00' (L) JOIN 248.05 BW STA 30+27.55, 40.00' (L) JOIN 247.95 BW STA 30+88.45, 40.00' (L) JOIN 247.96 BW STA 31+12.45, 40.00' (L) JOIN 248.11 BW STA 31+26.13, 40.00' (L) JOIN 248.19 BW STA 31+38.13, 40.00' (L) JOIN 248.26 BW STA 31+92.70, 40.00' (L) JOIN 248.25 BW STA 32+13.70, 40.00' (L) JOIN (248.20') BW STA 33+27.98, 40.00' (L) JOIN 247.91 BW STA 33+62.98, 40.00' (L) JOIN 247.82 BW 10 10 10 16 STA 32+04.02 DRIVEWAY C/L, TYPE B W=12' X=5' Y=4' Y-SLOPE=12.5% 10 16 STA 33+26.15 DRIVEWAY C/L,TYPE B W=14' X=5' Y=4' Y-SLOPE=12.5% 10 16 STA 33+73.39 DRIVEWAY C/L, TYPE B W=22.5' X=5' Y=4' Y-SLOPE=12.5% 10 16
(248.47) BW
(248.24) BW
(248.12) BW STA 31+00.45 DRIVEWAY C/L, TYPE B
W=24'; X=4'; Y=5.67'; Y-SLOPE=8.58% (248.18) BW
(248.23) BW
(248.33) BW
(247.98) BW
(247.85) BW
(247.83) BW
(247.63) BW
ROW
ROW
(248.35) BW
(248.28) BW
(248.03) BW
(247.86) BW
(247.75) BW
(247.69) BW
(247.74) BW
(247.66) BW
(247.58) BW 80.00' 8.00' 32.00' 32.00' 8.00' 16.00' 24.00' 16.00' 16.00' 24.00' 24.00' 29+00 30+00 31+00 32+00 33+00
15+00 16+00 17+00 18+00 19+00 20+00
10+00 11+00
12+00
13+00
14+00
247.21
29+00 30+00 31+00 32+00 33+00 STA 29+11.63, 39.40' (L) JOIN (248.37) BW 10 16
10 16
10 16
10 16
16 16
29+00 30+00
31+00
32+00
33+00
29+00 30+00 31+00 32+00 33+00
29+00 29+50 30+00 30+50 35+00 31+50 32+00 32+50 33+00 33+50 34+00 250
260
250
260
250
260
-0.25% -0.25% -0.29% 0.60% 0.60% 0.60% -0.24% -0.24% -0.24% -0.24% GB STA 29+11.63 FL 247.67 GB STA 30+31.71 FL 247.37 GB STA 30+52.08 FL 247.32 GB STA 30+66.72 FL 247.28 GB STA 30+88.45 FL 247.34 GB STA 31+41.13 FL 247.66 GB STA 31+56.40 FL 247.78 GB STA 32+14.45 FL 247.63 GB STA 32+96.59 FL 247.43 GB STA 33+80.00 FL 247.21 -0.17%
-0.19%
-0.17% GB STA 33+57.09 FL 247.38 GB STA 33+80.00 FL 246.68 GB STA 28+90.00 FL 247.52 GB STA 33+38.05 FL 246.75 MARK DATE DESCRIPTION BY Project No.:
www.tetratech.com
Checked By:

Drawn By:

Designed By: 2/20/2025 6:41:55 PM - C:\_AD\ACCDOCS\TETRA TECH INC\200-73157-18001-02-MERCEDAVE\PROJECT FILES\CAD\SHEETFILES\C-305_STREET-IMPROVEMENT.DWG - PHAM, NHUT 1 A
2 3 4 5 6 7
B
C
D
E
F
Bar Measures 1 inch
Copyright: Tetra Tech

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
60% SUBMITTAL
200-73157-18001-02
MERCED AVENUE GREENWAY PHASE 2

CITY OF SOUTH EL MONTE
711 TANK FARM RD, SUITE 110
SAN LUIS OBISPO, CA 93402
PHONE: (805) 542-9052 of
1415 SANTA ANITA AVENUE
SOUTH EL MONTE, CA 91733

CENTERLINE PROFILE
C-305

STREET IMPROVEMENT PLAN
STA: 28+90 TO 33+80

NP/CM/RA

NP/CM/RA
EP
Sheet 17
N
0 SCALE:
10' 20' 40'
1" = 20'

EAST FLOWLINE PROFILE
WEST FLOWLINE PROFILE PROFILE SCALE:

VERT: 1" = 4'
HORIZ: 1" = 20' MATCHLINE - STA. 33+80.00 SEE SHEET C-306 MATCHLINE - STA. 28+90.00 SEE SHEET C-304 N

KEY MAP FERN ST RUSH ST

MERCED AVE

NTS KLINGERMAN ST
14 76

1. LOCATION OF EXISTING UTILITIES IS APPROXIMATE AND BASED ON RECORD DRAWINGS.

ACTUAL CONDITIONS MAY VARY.

2. EXISTING UNDERGROUND UTILITIES SHALL BE PROTECTED IN PLACE UNLESS NOTED OTHERWISE ON PLAN.

3. INSTALL CURB AND SIDEWALK JOINTS PER SPPWC 122-2.

4. ALL EXPOSED CORNERS ON PCC CURBS AND GUTTER SHALL BE ROUNDED WITH A 1/2" RADIUS.

5. WEAKENED PLANE AND/OR CONTACT JOINTS SHALL BE PLACED IN CURB AND GUTTER AT LOCATIONS SHOWN ON THE TYPICAL JOINT PLAN PROVIDED IN SPPWC 122-2 (OR LATEST VERSION).

6. WEAKENED PLANE JOINTS SHALL BE PLASTIC CONTROL JOINTS OR 1-1/2" (40MM) DEEP DAW CUTS. CONCRETE SAWING SHALL TAKE PLACE WITHIN 24 HOURS AFTER CONCRETE IS PLACED.

7. DOWELS FOR CONTACT JOINT SHALL BE #4 BARS 18" LONG.

8. PLACE A WEAKENED PLANE OR CONTACT JOINT WHERE LONGITUDINAL ALLEY GUTTER JOINS CONCRETE ALLEY INTERSECTION.

9. RESIDENTIAL DRIVEWAYS SHALL BE 4" THICK PCC PER SPPWC 110-2.

10. COMMERCIAL DRIVEWAYS SHALL BE 6" THICK PCC PER SPPWC 110-2.

11. SEE SHEETS C-307 THROUGH C-310 FOR ADA RAMP IMPROVEMENTS.

12. CONTRACTOR SHALL VERIFY EXISTING BACK OF WALK ELEVATIONS SHOWN ON PLANS.

DESIGN NOTES:

LEGEND

CONCRETE (SIDEWALK/DRIVEWAY)
ROW

CENTERLINE
GRIND AND OVERLAY (2.5")

FULL DEPTH RECONSTRUCTION

PLANTER

SAWCUT LINE

MERCED AVE

LEGEND OF CONSTRUCTION NOTES
NO. CONSTRUCTION ITEM/NOTE REFERENCE
2 A2 INTEGRAL CURB & GUTTER SPPWC 120-3
10 CONCRETE DRIVEWAY SPPWC 110-2
12 CONCRETE WALK SPPWC 113-2
14 FULL DEPTH RECONSTRUCTION DTL 1, SHT C-301
16 CRUSHED MISCELLANEOUS BASE t=4" FOR SIDEWALK, t=6" FOR

DRIVEWAY
76 GRIND AND OVERLAY(t=2.5") SPPWC 132-4

CONSTRUCT

WORK BY OTHERS

EXISTING

REMOVE ADJUST TO GRADE

REMOVE AND REPLACE

EXISTING FLOWLINE

EXISTING ROADWAY CENTERLINE

EXISTING FLOWLINE

PERVIOUS PAVERS
12 80% DESIGN - NOT FOR CONSTRUCTION Page 321 of 383
34+00 35+00 36+00 37+00 38+00 WM WM WMWM WM WM WM WMWMWM SSSS SS FHV FHV SD SD SD

TEL IRV SD
SL
TS
TS
TS
TS
TS
TS
TS
TS

TS FDC PIV SS

WM SD SS
BOL SD
BOL
BOL
W
W W

W W W W
W
W
W W
W
W
W

W SS SS

SD SD SD

SD SD SD SD SD SD
SD SD
SS

SS SS SS SS SS SS SS SS

SS SS SS SS SS SS
SS
SD SS

OE FO FO

OTV OTV UT UT OE OE
FO
OTV FO

OTV OE OE OE
OE
OE
FO
FO
OTV

OTV OTV OTV OTV
OTVOE
FO

W W W W

G G G G
G
G
G
G
G
G

SD SD SD
2 14
12 76
34+00 35+00 36+00 37+00 38+00 STA 34+16.53 DRIVEWAY C/L,TYPE B W=19' X=5' Y=4' Y-SLOPE=12.50% STA 35+99.45 DRIVEWAY C/L, TYPE B W=28' X=5' Y=4' Y-SLOPE=7.14% STA 34+29.56, 40.00' (R) JOIN 247.18 BW STA 34+85.12, 40.00' (R) JOIN 247.03 BW STA 35+02.62, 40.00' (R) JOIN 246.98 BW STA 35+20.42, 40.00' (R) JOIN 246.91 BW STA 35+65.42, 40.00' (R) JOIN 246.79 BW STA 34+07.03, 40.00' (L) JOIN 247.72 BW STA 34+26.03, 40.00' (L) JOIN 247.67 BW STA 35+85.45, 40.00' (L) JOIN 247.16 BW STA 36+13.45, 40.00' (L) JOIN 247.06 BW STA 33+84.64, 40.00' (R) JOIN 247.24 BW STA 34+42.06 DRIVEWAY C/L, TYPE B W=25' X=5' Y=4' Y-SLOPE=12.5% STA 34+54.56, 40.00' (R) JOIN 247.15 BW STA 34+93.87 DRIVEWAY C/L, TYPE B W=17.5' X= 5' Y=4' Y-SLOPE=12.5% STA 35+42.92 DRIVEWAY C/L, TYPE B W=45' X=5' Y=4' Y-SLOPE=12.5% (247.85) BW (247.84) BW (247.61) BW (247.56) BW (247.52) BW (247.40) BW (247.34) BW (247.35) BW (247.31) BW (247.34) BW (247.23) BW 80.00' 8.00' 32.00' 32.00' 8.00' ROW ROW 16.00' 24.00' 24.00' 11.00' 29.00' STA 34+93.96, 40.00' (L) JOIN 247.62 BW (247.72) BW STA 35+28.16, 40.00' (L) JOIN 247.57 BW (247.63) BW 10 10
16 10
16 10
16 10
16 10
16 16 12
30 30
30 30
STA 36+78.12, 68.28' (L) 248.12 BW STA 36+47.59, 32.50' (L) 247.15 TC STA 36+58.58, 40.55' (L) 247.55 BW STA 36+77.11, 59.66' (L) 247.77 BW STA 36+59.13, 40.00' (R) 247.01 BW STA 36+77.55, 58.41' (R) 247.00 BW STA 36+56.71, 30.05' (R) 246.86 TC 247.47 BW
STA 36+77.94, 70.94' (R)
16 12
34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50
250
260
250
260
250
260
-0.14% -0.30%
-0.30%
-0.30% 0.21% GB STA 33+80.00 FL 246.68 GB STA 34+59.46 FL 246.57 GB STA 34+75.12 FL 246.51 GB STA 35+70.42 FL 246.20 GB STA 35+88.85 FL 246.15 GB STA 36+22.01 FL 246.11 GB STA 36+50.57 FL 246.17 -0.24% GB STA 33+80.00 FL 247.21 GB STA 34+93.92 FL 246.94 -0.37%
-0.37%

0.00% GB STA 35+28.16 FL 246.83 GB STA 35+75.45 FL 246.65 GB STA 36+22.05 FL 246.46 GB STA 36+46.98 FL 246.45 SEE SHEET C-308 FOR CURB

RAMPS IMPROVEMENTS
SEE SHEET C-308 FOR CURB

RAMPS IMPROVEMENTS
MARK DATE DESCRIPTION BY Project No.:
www.tetratech.com
Checked By:

Drawn By:

Designed By: 2/20/2025 6:42:10 PM - C:\_AD\ACCDOCS\TETRA TECH INC\200-73157-18001-02-MERCEDAVE\PROJECT FILES\CAD\SHEETFILES\C-306_STREET-IMPROVEMENT.DWG - PHAM, NHUT 1 A
2 3 4 5 6 7
B
C
D
E
F
Bar Measures 1 inch
Copyright: Tetra Tech

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
60% SUBMITTAL
200-73157-18001-02
MERCED AVENUE GREENWAY PHASE 2

CITY OF SOUTH EL MONTE
711 TANK FARM RD, SUITE 110
SAN LUIS OBISPO, CA 93402
PHONE: (805) 542-9052 of
1415 SANTA ANITA AVENUE
SOUTH EL MONTE, CA 91733

CENTERLINE PROFILE
PROFILE SCALE:

VERT: 1" = 5'
HORIZ: 1" = 20'
C-306

STREET IMPROVEMENT PLAN
STA: 33+80 TO 38+00

NP/CM/RA

NP/CM/RA
EP
Sheet 18
N
0 SCALE:
10' 20' 40'
1" = 20'

EAST FLOWLINE PROFILE
WEST FLOWLINE PROFILE MATCHLINE - STA. 33+80 SEE SHEET C-305 N

KEY MAP FERN ST RUSH ST

MERCED AVE

NTS KLINGERMAN ST
LEGEND

CONCRETE (SIDEWALK/DRIVEWAY)
ROW

CENTERLINE
GRIND AND OVERLAY (2.5")

FULL DEPTH RECONSTRUCTION

1. LOCATION OF EXISTING UTILITIES IS APPROXIMATE AND BASED ON RECORD DRAWINGS.

ACTUAL CONDITIONS MAY VARY.

2. EXISTING UNDERGROUND UTILITIES SHALL BE PROTECTED IN PLACE UNLESS NOTED OTHERWISE ON PLAN.

3. INSTALL CURB AND SIDEWALK JOINTS PER SPPWC 112-2.

4. ALL EXPOSED CORNERS ON PCC CURBS AND GUTTER SHALL BE ROUNDED WITH A 1/2" RADIUS.

5. WEAKENED PLANE AND/OR CONTACT JOINTS SHALL BE PLACED IN CURB AND GUTTER AT LOCATIONS SHOWN ON THE TYPICAL JOINT PLAN PROVIDED IN SPPWC 112-2 (OR LATEST VERSION).

6. WEAKENED PLANE JOINTS SHALL BE PLASTIC CONTROL JOINTS OR 1-1/2" (40MM) DEEP DAW CUTS. CONCRETE SAWING SHALL TAKE PLACE WITHIN 24 HOURS AFTER CONCRETE IS PLACED.

7. DOWELS FOR CONTACT JOINT SHALL BE #4 BARS 18" LONG.

8. PLACE A WEAKENED PLANE OR CONTACT JOINT WHERE LONGITUDINAL ALLEY GUTTER JOINS

CONCRETE ALLEY INTERSECTION

9. SEE SHEETS C-307 THROUGH C-310 FOR ADA RAMP IMPROVEMENTS.

10. CONTRACTOR SHALL VERIFY EXISTING BACK OF WALK ELEVATIONS SHOWN ON PLANS.

DESIGN NOTES:

PLANTER

MERCED AVE RUSH ST

SAWCUT LINE

LEGEND OF CONSTRUCTION NOTES
NO. CONSTRUCTION ITEMNOTE REFERENCE
2 TYPE A2-8 INTEGRAL CURB & GUTTER SPPWC 120-3
10 CONCRETE DRIVEWAY (6") SPPWC 110-2
12 CONCRETE WALK (4") SPPWC 113-2
14 FULL DEPTH RECONSTRUCTION DTL 1, SHT C-501
16 CRUSHED MISCELLANEOUS BASE (t=4" FOR SIDEWALK, t=6" FOR

DRIVEWAY)
30 CURB OPENING
76 GRIND AND OVERLAY (t=2.5") SPPWC 132-4

CONSTRUCT

WORK BY OTHERS

EXISTING

REMOVE ADJUST TO GRADE

REMOVE AND REPLACE

EXISTING FLOWLINE

EXISTING ROADWAY CENTERLINE

EXISTING FLOWLINE

PERVIOUS PAVERS

PROPOSED FLOWLINE

PROPOSED TOP OF CURB

PROPOSED FLOWLINE

PROPOSED TOP OF CURB
80% DESIGN - NOT FOR CONSTRUCTION Page 322 of 383

WM STOP GM
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
ROW

0.28%

0.28% 0.28%

0.28%

0.28%
BCR
ECR
10% MAX
2%MAX

8.33% MAX
10% MAX
2%MAX
2%MAX
2%MAX

12.21'

6.76'

6.76'

23.57'

CASE A, TYPE I
X1=6.8' , X2=6.8', Y=8.0'
X1
X2

JOIN EX

8.00'

4.00'

4.00' 4.08'

8.50'

JOIN EX

JOIN EX
255.00 FS
254.78 FS
254.79 FS
254.85 FS
254.84 FS
254.99 FS
254.11 FL
0" CF
254.10 FL
0" CF
254.75 TC
254.08 FL
254.80 TC
(254.16) FL 254.13 FL
(254.75) TC
254.68 TC
254.01 FL

CL RAMP
11+02.58, 38.54 RT
STA 11+08.12

31.85 (R)
STA 10+98.05

45.96 (R)
254.97 FS
62 61
149
62 63
45 41
46 56
2 63
12 2 12
13 11+00 WM WM

WM WM WMWMWMWM WM WM WMWM WM WM WMWMWM WM WMWMWMWMWMWM

WM WM WM

WM WMWMWM WM

WM WM WMWM WM WMWM WM WMWM WM WM WM WM WMWMWM SS SS SS WM FHVFHV FHV FHV

FHV FHV FHV FHV SL

GM TS TS
TS
TS
TS TS
TSTS
TS

GM GMGMGMGM

WM SS TEL SD SS BFP BFPWM BFP SD SS SS SD SSSS SS BCR ECR BCR ECR JOIN EX JOIN EX JOIN EX JOIN EX WM

SS STOP
STOP
ICV
ROW
10%
MAX
2%
MAX
10%
MAX
2%
MAX
2%
MAX
2%

13.87'

6.76'

6.76'

21.99'

8.33%
MAX

0.25%

0.44%

0.44%

0.25%

0.25%
BCR
ECR 0.44%

0.25% CASE A, TYPE I
X1=6.8' , X2=6.8',
Y=8.0'

8.00'

4.00'

4.00'

11.25'

JOIN EX
253.67 FL
0" CF
253.66 FL
0" CF
(254.35) BW
JOIN EX.
254.40 FS
254.41 FS
254.35 FS
254.34 FS
254.36 TC
253.69 FL
253.63 FL
253.54 FL
254.38 TC
253.73 FL
254.30 TC
254.21 TC
(254.64) BW
JOIN EX.
(253.77) FL
(254.42) TC

CL RAMP
11+03.19, 38.98 LT
STA 11+09.43

32.87 (L)
STA 10+98.72

46.49 (L)
62 6
45 62
63 2
46 12
13 136 12
6 2
63 (254.74) BW
JOIN EX.
(254.91) BW
JOIN EX.
(255.14) BW
JOIN EX.
(255.16) BW
JOIN EX.

MARK DATE DESCRIPTION BY Project No.:
www.tetratech.com
Checked By:

Drawn By:

Designed By: 2/20/2025 6:42:41 PM - C:\_AD\ACCDOCS\TETRA TECH INC\200-73157-18001-02-MERCEDAVE\PROJECT FILES\CAD\SHEETFILES\C-307_ACCESIBLE-CURB-RAMPS.DWG - PHAM, NHUT 1 A
2 3 4 5 6 7
B
C
D
E
F
Bar Measures 1 inch
Copyright: Tetra Tech

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
60% SUBMITTAL
200-73157-18001-02
MERCED AVENUE GREENWAY PHASE 2

CITY OF SOUTH EL MONTE
711 TANK FARM RD, SUITE 110
SAN LUIS OBISPO, CA 93402
PHONE: (805) 542-9052 of
1415 SANTA ANITA AVENUE
SOUTH EL MONTE, CA 91733
LEGEND
SAWCUT
ROW

CENTERLINE
C-307

ACCESSIBLE CURB RAMPS
SHEET 1

NP/CM/RA

NP/CM/RA
EP
Sheet 19
N

KEY MAP FERN ST RUSH ST

MERCED AVE

NTS KLINGERMAN ST MERCED AVE

FERN ST
SOUTH EAST CORNER FERN ST. & MERCED AVE.
(CONSTRUCT 1 RAMP)
SOUTH WEST CORNER FERN ST. & MERCED AVE.
(CONSTRUCT 1 RAMP)

FERN ST
N
0 SCALE:

2.5 5 10
1" = 5'

LEGEND OF CONSTRUCTION NOTES
NO. CONSTRUCTION ITEM/NOTE REFERENCE
2 TYPE A2-8 INTEGRAL CURB & GUTTER GREENBOOK, SPPWC 120-3 6 CONCRETE INTERSECTION GUTTER GREENBOOK, SPPWC 123-3
12 CONCRETE WALK (4") GREENBOOK, SPPWC 112-2,
113-2
13 CURB RAMP - PER REFERENCE AND ENLARGED
DETAILS ON SHEETS C-307 THROUGH C-310 GREENBOOK, SPPWC 111-5 41 FIRE HYDRANT
45 WATER VALVE
46 WATER METER
56 GAS METER
61 TREE(s)
62 SIGNAGE
63 PLANTER
136 SEWER MANHOLE
149 FENCE

CONSTRUCT

WORK BY OTHERS

EXISTING

REMOVE ADJUST TO GRADE

REMOVE AND REPLACE

CONCRETE (NEW)

DETECTABLE WARNING SURFACE

PLANTER
80% DESIGN - NOT FOR CONSTRUCTION Page 323 of 383
WM WM

WM WM WMWM WMWM WM WM WMWM WM WM WMWMWM WM WMWMWMWMWMWM

WM WM WM

WM WMWMWM WM

WM WM WMWM WM WMWMWM WMWM WM WM WM WM WMWMWM SS SS SS WM FHVFHV FHV FHV

FHV FHV FHV FHV SL

GM TS TS
TS
TS
TS TS
TSTS
TS

GM GMGMGM GM

WM SS TEL SD SS BFP BFPWM BFP SD SS SS SD SSSS SS JOIN EX JOIN EX BCR ECR ECR BCR WM SS
SD
SD
x x x x x x x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x

10.00'

6.90'

6.81'

11.47'

JOIN EX
BCR
ECR

3.13' 4.76'

4.00'

4.00' 4.00'

0.16%

0.16%

0.16%

0.16%

0.16%

0.16% 0.16% 0.35%
ROW
10%
MAX X1
X2
Z1
Z2
10%
MAX
2%
MAX

8.33%
MAX
2%
MAX
2%
MAX
2%
MAX

CL RAMP
23+68.83, 40.81 LT
STA 23+61.41

35.98 (L)
STA 23+74.05

47.85 (L)
(249.98) BW
JOIN EX.
249.69 FS
249.36 FS
249.34 FS
249.67 FS
248.94 FL
0" CF
248.95 FL
0" CF
249.30 FS 249.28 FS
249.63 TC
248.96 FL
248.93 FL
249.60 TC
(249.74) BW
JOIN EX.
248.90 FL
249.57 TC
(248.87) FL
(249.74) TC
(248.97) FL

CASE A, TYPE III
X1=6.9' , X2=6.8', Y=4.0'
Z1=7.3' , Z2=7.3'
45 41
45 2
12 12
46 85
99 62
149
85 99 12
2 36
13 SD
TEL

12.99'

7.00'

6.69'

20.63'
R10.00'
R10.00'

JOIN EX
ECR
BCR

4.00'

4.00'

8.00'

8.50' 5.81' 0.12%

0.50%

0.50%

0.50%

0.25%

0.50%

0.50%

0.50%

0.46%
ROW
10% MAX
X1
X2
10% MAX
2%MAX

8.33% MAX
2%
2%MAX
2%MAX

CL RAMP
23+70.09, 36.53 RT
STA 23+63.92

30.42 (R)
STA 23+74.51

44.36 (R)
249.37 TC
248.70 FL
249.36 TC
248.69 FL
248.72 FL
0" CF
248.73 FL
0" CF
249.38 FS
249.37 FS
249.36 FS
(249.22) TC
(248.62) FL
249.39 FS
249.42 FS
(249.40) FS
249.44 FS
(249.47) BW
JOIN EX.

CASE A, TYPE III
X1=6.7' , X2=7.0', Y=8.0'
36 36
36 63
62 2
13 12
12 12
63 85
6 45 6
249.27 TC
248.60 FL
(249.41) BW
JOIN EX.
(249.39) BW
JOIN EX.

MARK DATE DESCRIPTION BY Project No.:
www.tetratech.com
Checked By:

Drawn By:

Designed By: 2/20/2025 6:42:49 PM - C:\_AD\ACCDOCS\TETRA TECH INC\200-73157-18001-02-MERCEDAVE\PROJECT FILES\CAD\SHEETFILES\C-308_ACCESIBLE-CURB-RAMPS.DWG - PHAM, NHUT 1 A
2 3 4 5 6 7
B
C
D
E
F
Bar Measures 1 inch
Copyright: Tetra Tech

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
60% SUBMITTAL
200-73157-18001-02
MERCED AVENUE GREENWAY PHASE 2

CITY OF SOUTH EL MONTE
711 TANK FARM RD, SUITE 110
SAN LUIS OBISPO, CA 93402
PHONE: (805) 542-9052 of
1415 SANTA ANITA AVENUE
SOUTH EL MONTE, CA 91733
C-308

ACCESSIBLE CURB RAMPS
SHEET 2

NP/CM/RA

NP/CM/RA
EP
Sheet 20
N

KEY MAP FERN ST RUSH ST

MERCED AVE

NTS KLINGERMAN ST MERCED AVE

KLINGERMAN ST
NORTH EAST CORNER KLINGERMAN ST. & MERCED AVE.
(CONSTRUCT 1 RAMP)
NORTH WEST CORNER KLINGERMAN ST. & MERCED AVE.
(CONSTRUCT 1 RAMP)

KLINGERMAN ST
N
0 SCALE:

2.5 5 10
1" = 5'

LEGEND OF CONSTRUCTION NOTES
NO. CONSTRUCTION ITEMNOTE REFERENCE
2 TYPE A2-8 INTEGRAL CURB & GUTTER GREENBOOK,
SPPWC 120-3
6 CONCRETE INTERSECTION GUTTER GREENBOOK,
SPPWC 123-3
12 CONCRETE WALK (4")

GREENBOOK,
SPPWC 112-2,
113-2
13 CURB RAMP - PER REFERENCE AND ENLARGED DETAILS ON SHEETS C-307 THROUGH C-310

GREENBOOK,
SPPWC 111-5
36 UTILITY POLE
41 FIRE HYDRANT
45 WATER VALVE
46 WATER METER
62 SIGNAGE
63 PLANTER
85 STORM DRAIN MANHOLE
99 SIDE OPENING CATCH BASIN
149 FENCE

CONSTRUCT

WORK BY OTHERS

EXISTING

REMOVE ADJUST TO GRADE

REMOVE AND REPLACE
LEGEND
SAWCUT
ROW

CENTERLINE

CONCRETE (NEW)

DETECTABLE WARNING SURFACE

PLANTER
80% DESIGN - NOT FOR CONSTRUCTION Page 324 of 383
WM WM

WM WM WMWM WMWM WM WM WMWM WM WM WMWMWM WM WMWMWMWMWMWM

WM WM WM

WM WMWMWM WM

WM WM WMWM WM WMWMWM WMWM WM WM WM WM WMWMWM SS SS SS WM FHVFHV FHV FHV

FHV FHV FHV FHV SL

GM TS TS
TS
TS
TS TS
TSTS
TS

GM GMGMGM GM

WM SS TEL SD SS BFP BFPWM BFP SD SS SS SD SSSS SS
2 45 55 46 26 ECR BCR ECR BCR WM WM
SS
SD
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x x x x x x

4.00'

4.00'

4.00'

2.94'
99 149
36 12
63 2
ROW
46 13
10%
MAX
X1
X210%
MAX
2%
MAX
2%
MAX

8.33%
MAX
2%
MAX
2%
MAX
Z1
Z2
62 85
12 2
12 21.04'

6.68'

7.24'

7.98'

CASE A, TYPE III
X1=7.2' , X2=6.7', Y=4.0'
Z1=7.2' , Z2=7.2'
249.43 TC
248.93 FL
249.52 TC
249.02 FL
249.68 TC
248.99 FL
249.68 TC
248.98 FL
249.01 FL
0" CF
249.00 FL
0" CF
249.43 FS
249.46 FS
249.45 FS
249.48 FS
(249.78) BW
JOIN EX.
249.72 FS
(249.63) TC
(248.90) FL

JOIN EX
249.37 FS
249.39 FS
ECR
BCR
STA 24+27.28

31.08 (L)
STA 24+17.72

46.03 (L)

CL RAMP
24+21.53, 37.60 LT
249.65 FS
249.77 FS 24+00
WM

8.00'

4.00'

4.00'

7.92'
248.33 FL
0" CF
248.32 FL
0" CF
249.01 FS
249.00 FS
249.06 FS
249.06 FS
249.20 FS
249.21 FS
249.02 TC
248.35 FL
248.97 TC
248.30 FL
(248.85) TC
(248.25) FL
248.97 TC
248.30 FL
63 2
ROW
46 12
X1
2%MAX
2%MAX
12 6
12 8.33% MAX
X2
Z1
2%MAX
2%MAX
63 2
12 13
Z2
6 10% MAX
10% MAX

17.28'

6.87'

6.67'

24.50'

CASE A, TYPE III
X1=6.7' , X2=6.9', Y=8.0'
Z1=7.3' , Z2=6.6'

JOIN EX
ECR
BCR

CL RAMP
24+23.51, 38.17 RT
STA 24+29.79

32.21 (R)
STA 24+18.65

45.57 (R)
(249.14) BW
JOIN EX.
249.13 FS
MARK DATE DESCRIPTION BY Project No.:
www.tetratech.com
Checked By:

Drawn By:

Designed By: 2/20/2025 6:43:02 PM - C:\_AD\ACCDOCS\TETRA TECH INC\200-73157-18001-02-MERCEDAVE\PROJECT FILES\CAD\SHEETFILES\C-309_ACCESIBLE-CURB-RAMPS.DWG - PHAM, NHUT 1 A
2 3 4 5 6 7
B
C
D
E
F
Bar Measures 1 inch
Copyright: Tetra Tech

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
60% SUBMITTAL
200-73157-18001-02
MERCED AVENUE GREENWAY PHASE 2

CITY OF SOUTH EL MONTE
711 TANK FARM RD, SUITE 110
SAN LUIS OBISPO, CA 93402
PHONE: (805) 542-9052 of
1415 SANTA ANITA AVENUE
SOUTH EL MONTE, CA 91733
C-309

ACCESSIBLE CURB RAMPS
SHEET 3

NP/CM/RA

NP/CM/RA
EP
Sheet 21
N

KEY MAP FERN ST RUSH ST

MERCED AVE

NTS KLINGERMAN ST MERCED AVE

KLINGERMAN ST
SOUTH EAST CORNER KLINGERMAN ST. & MERCED AVE.
(CONSTRUCT 1 RAMP)
SOUTH WEST CORNER KLINGERMAN ST. & MERCED AVE.
(CONSTRUCT 1 RAMP)

KLINGERMAN ST
N
0 SCALE:

2.5 5 10
1" = 5'

LEGEND OF CONSTRUCTION NOTES
NO. CONSTRUCTION ITEM/NOTE REFERENCE
2 TYPE A2-8 INTEGRAL CURB & GUTTER GREENBOOK, SPPWC 120-3 6 CONCRETE INTERSECTION GUTTER GREENBOOK, SPPWC 123-3
12 CONCRETE WALK (4") GREENBOOK, SPPWC 112-2,
113-2
13 CURB RAMP - PER REFERENCE AND ENLARGED DETAILS
ON SHEETS C-307 THROUGH C-310 GREENBOOK, SPPWC 111-5
26 TREE WELL GREENBOOK, SPPWC 519-3
36 UTILITY POLE
45 WATER VALVE
46 WATER METER
55 GAS VALVE
62 SIGNAGE
63 PLANTER
85 STORM DRAIN MANHOLE
99 SIDE OPENING CATCH BASIN
149 FENCE

CONSTRUCT

WORK BY OTHERS

EXISTING

REMOVE ADJUST TO GRADE

REMOVE AND REPLACE
LEGEND
SAWCUT
ROW

CENTERLINE

CONCRETE (NEW)

DETECTABLE WARNING SURFACE

PLANTER
80% DESIGN - NOT FOR CONSTRUCTION Page 325 of 383
WM WM

WM WM WMWM WMWM WM WM WMWM WM WM WMWMWM WM WMWMWMWMWMWM

WM WM WM

WM WMWMWM WM

WM WM WMWM WM WMWMWM WMWM WM WM WM WM WMWMWM SS SS SS WM FHVFHV FHV FHV

FHV FHV FHV FHV SL

GM TS TS
TS
TS
TS TS
TSTS
TS

GM GMGMGM GM

WM SS TEL SD SS BFP BFPWM BFP SD SS SS SD SSSS SS ECR BCR ECR BCR SD
SD
TS
TS
TS
TS
R5.00'
ECR
BCR
STA 36+85.53

59.66 (L)
STA 36+62.69

27.13 (L)

CL RAMP
36+71.42, 32.39 LT

CL RAMP
36+83.96, 50.97 LT
2%
MAX
10%
MAX MAX 2% MAX 8.33%

4.00' 4.00' 4.00'
X1
2% MAX 2%
MAX

8.33%
MAX
2%
MAX MAX 2% 4.00'

4.00' 4.00' MAX 10%
X1

10.33'

7.65'

18.10'

6.76' 2.80' 5.82'
ROW

CASE D, TYPE II
X1=7.7' , Y=4.0'

CASE D, TYPE II
X1=6.8' , Y=4.0'
63 53
39 85
99 63
2 2
53 39
85 99
45 12
12 13
13 246.75 FL
0" CF
247.03 FL
0" CF
247.30 TC
246.80 FL
246.79 GB
247.34 TC
246.67 FL
247.50 TC
246.99 FL
247.05 GB
247.77 TC
247.10 FL
(247.93) TC
(247.25) FL
247.54 FS
0" CF
247.23 FL
247.95 TC 248.12 FS
(248.12) FS
247.12 FS
247.38 FS
247.44 FS
247.18 FS
247.14 FS
0" CF
247.33 FS
0" CF

1.02% 2.14%

1.02%

1.02%

1.02%

1.02%

1.02%

1.02%

JOIN EX

JOIN EX
247.81 TC
247.20 FS
71 247.39 FS
247.45 FL
247.77 FS
0" CF
146
TEL
SL
TS
TS
x
ECR
BCR

CL RAMP
36+83.07, 51.02 RT

CL RAMP
36+71.35, 35.83 RT
STA 36+85.31

59.71 (R)
STA 36+62.63

31.14 (R)
ROW
2%
MAX
10%
MAX MAX 2% MAX 8.33% 2%MAX
2%
MAX

8.33%
MAX 10% MAX
2%
MAX MAX 2%

4.00' 4.00' 4.00' 4.00'

4.00' 4.00'
X1
X1

3.50'

6.90' 4.35'

6.84'

14.79'

7.45'

12.31'

CASE D, TYPE II
X1=7.5', Y=4.0'

CASE D, TYPE II
X1=6.8', Y=4.0'
63 13
36 39
38 12
53 12
39 53
62 63
2 2
246.26 FS
0" CF
246.21 GB
0" CF
246.26 FL
246.77 TC
246.73 TC
246.22 FL
246.87 TC
246.20 FL
246.95 TC
246.28 FL
246.29 GB
246.22 GB
(246.95) TC
(246.30) FL
247.00 FS
246.68 FS
246.65 FS
247.01 FS
247.47 FS
(247.47) FS
246.66 FS
0" CF
246.62 FS
0" CF
246.61 FS
246.55 FS
246.62 FS
246.68 FS

0.21%

0.21%

0.21%

0.21%

0.21%

0.21%

0.21% 0.21%

JOIN EX

JOIN EX
13 (247.43) BW
JOIN EX.
(247.50) BW
JOIN EX. 37+00
SD
MARK DATE DESCRIPTION BY Project No.:
www.tetratech.com
Checked By:

Drawn By:

Designed By: 2/20/2025 6:43:10 PM - C:\_AD\ACCDOCS\TETRA TECH INC\200-73157-18001-02-MERCEDAVE\PROJECT FILES\CAD\SHEETFILES\C-310_ACCESIBLE-CURB-RAMPS.DWG - PHAM, NHUT 1 A
2 3 4 5 6 7
B
C
D
E
F
Bar Measures 1 inch
Copyright: Tetra Tech

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
60% SUBMITTAL
200-73157-18001-02
MERCED AVENUE GREENWAY PHASE 2

CITY OF SOUTH EL MONTE
711 TANK FARM RD, SUITE 110
SAN LUIS OBISPO, CA 93402
PHONE: (805) 542-9052 of
1415 SANTA ANITA AVENUE
SOUTH EL MONTE, CA 91733
C-310

ACCESSIBLE CURB RAMPS
SHEET 4
EP

NP/CM/RA

NP/CM/RA
Sheet 22
N

KEY MAP FERN ST RUSH ST

MERCED AVE

NTS KLINGERMAN ST
NORTH EAST CORNER RUSH ST. & MERCED AVE.
(CONSTRUCT 1 RAMP)
NORTH WEST CORNER RUSH ST. & MERCED AVE.
(CONSTRUCT 1 RAMP)
N
0 SCALE:

2.5 5 10
1" = 5'

LEGEND OF CONSTRUCITON NOTES
NO. CONSTRUCTION ITEM/NOTE REFERENCE
2 TYPE A2-8 INTEGRAL CURB & GUTTER GREENBOOK, SPPWC
120-3
12 CONCRETE WALK (4") GREENBOOK, SPPWC
112-2, 113-2
13 CURB RAMP - PER REFERENCE AND ENLARGED DETAILS ON
SHEETS C-307 THROUGH C-310

GREENBOOK, SPPWC
111-5
36 UTILITY POLE
38 ADJUST STREET LIGHTING PULL BOX TO GRADE
39 ADJUST TRAFFIC SIGNAL PULL BOX TO GRADE
45 WATER VALVE
53 TRAFFIC SIGNAL
62 SIGNAGE
63 PLANTER
71 RETAINING CURB
85 STORM DRAIN MANHOLE
99 SIDE OPENING CATCH BASIN
146 MASONRY WALL

CONSTRUCT

WORK BY OTHERS

EXISTING

REMOVE ADJUST TO GRADE

REMOVE AND REPLACE
LEGEND
SAWCUT
ROW

CENTERLINE

CONCRETE (NEW)

DETECTABLE WARNING SURFACE

PLANTER MERCED AVE

RUSH ST
80% DESIGN - NOT FOR CONSTRUCTION Page 326 of 383
WM WM

WM WM WMWM WMWM WM WM WMWM WM WM WMWMWM WM WMWMWMWMWMWM

WM WM WM

WM WMWMWM WM

WM WM WMWM WM WMWMWM WMWM WM WM WM WM WMWMWM SS SS SS WM FHVFHV FHV FHV

FHV FHV FHV FHV
GM
TS
TS TS
TS
TS
TS

GM GMGMGM GMVLT

VLT VLT WM SS TEL SD SSWM SD SS SS SD SSPB PB SS SS

CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO

CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO
CO CO
CO CO

W W W W W W W W W W W
W
W
W
W
W
W

SS SS SS SS SS SS SS SS SS

G G G G G G G G G G
OE
OE
W
G
G
G
G
G
G
G

G WM WM

WM WM WMWM WMWM WMWM WM WM WMWM WM FHV FHV
GM GM
GM GM
x
x x x
x x x
x
x
x
x x
x x
x
x

GM FDC FDC ICV SS
WM

LINE A SD
STA 42+09.83 =

MERCED AVE
STA 11+43.57

0.94' L 42+00 (SD) 41+00 (SD) 40+00 (SD) 39+00 (SD) 38+00 (SD) 102
101 20.02' 10' MIN. TYP

12.18'
10' MIN
101
102
101
101
STA 41+58.83 (SD) STA 41+35.75 (SD) STA 40+28.80 (SD)
STA 40+51.75 (SD)
STA 39+05.80 (SD) STA 38+24.56 (SD)
STA 37+79.56 (SD)
STA 37+56.28 (SD)
(E) 8" VCP SEWER
(E) 2" GAS
12" SDR 35
N0° 07' 02.56"W

22.95 LF
LINE A

OVERFLOW PIPE
12" SDR 35
N0° 07' 41.97"W

23.08 LF
LINE A

OVERFLOW PIPE
12" SDR 35
N0° 07' 41.97"W

81.24 LF
LINE A

OVERFLOW PIPE
12" SDR 35
N0° 07' 41.97"W

23.28 LF
LINE A

OVERFLOW
PIPE
INFILTRATION GALLERY A1 INFILTRATION GALLERY A2 INFILTRATION GALLERY A3 INFILTRATION GALLERY A4 ROW
ROW
159 INV 249.5'
INV 248.05' 159
105 103
INV 249.46' 159
INV 249.61' 159
105 103
INV 248.98' 159
INV 249.10' 159
INV 250.30' 159
INV 250.49' 159
INV 250.25' 159
INV 251.26' 159
INV 247.12'
159 INV 250.51'
INV 250.78' 159
INV 252.0' 159
103 105
105 103
159 INV 247.0'
INV 248.51' 159
INV 247.91' 159
103
INV 248.64' 159
INV 249.53' 159
103
12+00 13+00 14+00 15+00 16+00

CO CO CO CO CO CO CO CO CO

CO CO CO CO CO CO CO CO CO CO
CO
CO CO
(TYP) 104
INV 250.07' 159
INV 249.68' 159
102
(E) 10" WATER
102

LINE A ALIGNMENT

MERCED AVE CL

ALIGNMENT
230
235
240
245
250
255
260
265
230
235
240
245
250
255
260
265
42+30 42+00 41+00 40+00 39+00 38+00 37+50
12" OVER 30" INFILTRATION MODULES
L=3.00', S=0.00%
12" OVER 30" INFILTRATION MODULES
L=3.00', S=0.00%
30" INFILTRATION MODULES
L=119.86', S=0.00%
12" OVER 30"

INFILTRATION MODULES
L=3.00', S=0.00%
12" OVER 30" INFILTRATION MODULE
L=3.13', S=0.00%
12" SCH 80 PVC
L=81.24', S=3.63%
12" SCH 80 PVC
L=22.95', S=14.35% 12" SCH 80 PVC
L=23.08', S=12.96%
12" SCH 80 PVC
L=23.28', S=11.12% 2.5' MIN 3.34' 2.5' MIN 3.53' 2.5' MIN 3.83' 2.5' MIN 3.23' 2.5' MIN 3.34' HYDRAULIC GRADE LINE (85TH PERCENTILE STORM)

INSTALL CONCRETE

COLLAR FOR PIPE SECTION
WITH LESS THAN 3' COVER
L = 19'
STA 40+28.80
INV 246.84'
STA 40+51.75
INV 247.93'
STA 41+35.75
INV 247.93' STA 41+58.83
INV 248.73'
STA 42+09.83
INV 248.73' STA 41+58.83 INV 251.23' STA 41+35.75 INV 248.23' STA 40+51.75 INV 250.43' STA 40+28.80 INV 247.14' STA 39+05.80 INV 249.34' STA 38+24.56 INV 246.39' STA 37+79.56 INV 248.49' STA 37+56.28 INV 245.90' STA 37+56.28
INV 245.50'
STA 37+79.56
INV 245.99'
STA 38+24.56
INV 245.99'
STA 39+05.80
INV 246.70' HYDRAULIC GRADE LINE (85TH PERCENTILE STORM) 12" OVER 30" INFILTRATION MODULE
L=6.30', S=0.00%
30" INFILTRATION MODULE
L=42.00', S=0.00%
30" INFILTRATION MODULE
L=81.00', S=0.00%
30" INFILTRATION MODULE
L=48.00', S=0.00%

INFILTRATION
GALLERY A1
INFILTRATION GALLERY A2
INFILTRATION GALLERY A3

INFILTRATION
GALLERY A4

EXISTING SURFACE

NOT TO BE OWNED BY LACFCD/LACDPW, TO BE OWNED AND MAINTAINED BY THE CITY OF SOUTH EL MONTE MARK DATE DESCRIPTION BY Project No.:
www.tetratech.com
Checked By:

Drawn By:

Designed By: 3/31/25 - C:\_AD\ACCDOCS\TETRA TECH INC\200-73157-18001-02-MERCEDAVE\PROJECT FILES\CAD\SHEETFILES\C-401_SD PLAN.DWG - PHAM, NHUT 1 A
2 3 4 5 6 7
B
C
D
E
F
Bar Measures 1 inch
Copyright: Tetra Tech

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
200-73157-18001-02
MERCED AVENUE GREENWAY PHASE 2

CITY OF SOUTH EL MONTE
711 TANK FARM RD, SUITE 110
SAN LUIS OBISPO, CA 93402
PHONE: (805) 542-9052 of
1415 SANTA ANITA AVENUE
SOUTH EL MONTE, CA 91733
C-401

STORM DRAIN PLAN & PROFILE
LINE A
SHEET 1

NP/CM/RA

NP/CM/RA
EP
Sheet 23
LEGEND

W EXISTING WATER

OT EXISTING OVERHEAD TELEPHONE

EXISTING UNDERGROUND TELEPHONE

SD EXISTING STORM DRAIN

SS EXISTING SANITARY SEWER

1. INFILTRATION GALLERY FOOTPRINT SHOWN IS THE BRENTWOOD STORM TANK. THE SHOWN INFILTRATION GALLERY IS NOT SET. SELECTED VENDOR MAY HAVE A DIFFERENT FOOTPRINT. SELECTED PRODUCT SHALL CONFORM TO THE SPECIFICATIONS AND BE APPROVED BY ENGINEER.

2. OBSERVATION PORTS (10" DIA.) TO BE INSTALLED 30' (MAX.) ON CENTER. FINAL

LOCATIONS TO BE DETERMINED BY MANUFACTURER AND SHALL BE OUT OF THE TRAVEL LANE TO THE GREATEST EXTENT POSSIBLE.

3. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY THE DEPTH AND LOCATION

OF ALL EXISTING UTILITIES WITHIN PROJECT LIMITS AS NEEDED PRIOR TO CONSTRUCTION.

4. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY UTILITY CONFLICTS PRIOR TO CONSTRUCTION.

5. STORM DRAIN PIPES OUTSIDE OF PERVIOUS CONCRETE AREAS SHALL MAINTAIN A MINIMUM OF 1' (O.D. TO O.D.) VERTICAL SEPARATION FROM EXISTING WATER AND STORM DRAIN UTILITIES WHERE FEASIBLE. THE

CONTRACTOR SHALL ENCASE PROPOSED STORM DRAIN PIPES IN CONCRETE WHERE THE VERTICAL SEPARATION IS LESS THAN 1'.

6. THE CONTRACTOR SHALL ENCASE PROPOSED STORM DRAIN PIPES WITH LESS THAN 3' OF COVER IN CONCRETE. PERFORATED PIPE SHALL NOT BE ENCASED IN CONCRETE.

NOTES

EXISTING UNDERGROUND ELECTRICAL
OE
UT
UE

EXISTING OVERHEAD FIBEROPTICS
G
FO

EXISTING OVERHEAD ELECTRICAL
OTV

EXISTING NATURAL GAS

EXISTING OVERHEAD COMMUNICATIONS LINE
UTV
N

KEY MAP FERN ST RUSH ST

MERCED AVE
NTS KLINGERMAN ST MATCHLINE - STA. 37+50 (SD) SEE SHEET C-402 N
0 SCALE:
10' 20' 40'
1'' = 20'
PROFILE SCALE:

VERT: 1" = 4'
HORIZ: 1" = 20'

MERCED AVE
LINE A

LEGEND OF CONSTRUCTION NOTES
NO. CONSTRUCTION ITEMNOTE REFERENCE
101 12" PVC PIPE, SCH 80
102 UNDERGROUND INFILTRATION GALLERY DTL 4, SHT C-503
103 6" PVC SOLID PIPE, SDR 35
104 6" PVC PERFORATED PIPE, SDR 35 DTL 5, SHT C-502
105 CONCRETE COLLAR AROUND PIPE
159 UNDERDRAIN CLEANOUT DTL 2, SHT C-503

CONSTRUCT

WORK BY OTHERS

EXISTING
REMOVE

ADJUST TO GRADE

REMOVE AND

REPLACE

ALL PROPOSED IMPROVEMENTS ARE NOT TO BE OWNED BY THE LOS ANGELES

COUNTY FLOOD CONTROL DISTRICT BUT ARE TO BE OWNED AND MAINTAINED BY THE CITY OF SOUTH EL MONTE.

MAINTENANCE

EXISTING UNDERGROUND

COMMUNICATIONS LINE
80% DESIGN - NOT FOR CONSTRUCTION Page 327 of 383

WM WMWM

WM WMWM WMWM WM WM WMWM WM WM WMWMWM WM WMWMWMWMWMWM

WM WM WM

WM WMWMWM WMWM WM WMWM WM WMWMWM WM WM WM WM WM WM WMWMWM SS SS SS WM FHVFHV FHV FHV

FHV FHV FHV FHV

GM TS TSTS
TS
TS
TS

GM GMGMGM GMVLT

VLT VLT WM SS TEL SD SSWM SD SS SS SD SSPB PB SS SS WM WM WM WM WM WM WM WMWM WM WM WM

WM WM FHV GMGM GMGMGM
x BOL x BOL x x x
BOL x x x x
x x x x
x x x x x x x x
x x
x x

BOL FDC FDC SS

W W W W W W W W W
W
W
W
W
W
W
W
W

SS SS SS SS SS SS SS SS

G G G G G G G G G
W
W
G
G
G
G
G
G
G
G
G
102 101
102
101
102
37+00 (SD) 36+00 (SD) 35+00 (SD) 34+00 (SD)
INFILTRATION GALLERY A5 INFILTRATION GALLERY A6 INFILTRATION GALLERY A7 STA 35+06.11 (SD)
STA 34+67.11 (SD)

11.18'
10' MIN.

TYP. 20.89' 10' MIN. TYP.
12" SDR 35
N0° 07' 41.97"W

88.68 LF
LINE A

EQUALIZATION PIPE
STA 33+78.43 (SD)
STA 33+30.43 (SD)
12" SDR 35
N0° 07' 41.97"W
148.17 LF
LINE A

OVERFLOW PIPE
(E) 10" WATER
(E) 2" GAS
(E) 8" VCP SEWER
ROW
ROW
105 103
159 INV 247.49'
159
INV 246.96'
INV 247.26' 159
INV 247.36' 159
INV 244.40'
103 105
159 INV 247.05'
103
159 INV 247.80'
105 103
159 INV 247.85' INV 247.66' 159
159 INV 247.93'
103
INV 247.81' 159
INV 247.31' 159
159 INV 248.17'
159 INV 248.32'
INV 248.05' 159
16+00 17+00 18+00 19+00 20+00

CO CO CO CO CO CO CO CO CO CO CO

CO CO CO CO CO CO
CO CO
(TYP) 104
103 (TYP)
159 159 INV 247.42'
INV 247.67' 159 INV 247.47'
INV 246.77' 159
INV 246.65' 159
(TYP) 103

LINE A ALIGNMENT

MERCED AVE CL

ALIGNMENT
STA 36+54.28 (SD)
230
235
240
245
250
255
260
265
230
235
240
245
250
255
260
265
37+50 37+00 36+00 35+00 34+00 33+00
12" OVER 30" INFILTRATION MODULE
L=95.72', S=0.00%
12" SCH 80 PVC
L=148.17', S=2.31%
12" SCH 80 PVC
L=88.68', S=0.50%
12" SCH 80 PVC
L=30.43', S=0.50% 2.5' MIN 3.23' 2.5' MIN 4.08' 2.5' MIN 3.89' STA 33+30.43
INV 244.17' STA 33+78.43 STA 33+30.43 INV 244.97' INV 244.57' STA 33+78.43
INV 244.17' STA 34+67.11 INV 245.01'
STA 34+67.11
INV 244.17' STA 36+54.28 INV 248.00'
STA 36+54.28
INV 245.50' STA 35+06.11 INV 244.57' HYDRAULIC GRADE LINE (85TH PERCENTILE STORM) 30" INFILTRATION MODULE
L=48.00', S=0.00%
30" INFILTRATION
MODULE
L=39.00', S=0.00%
30" INFILTRATION MODULE
L=92.70', S=0.00%
INFILTRATION GALLERY A5

INFILTRATION
GALLERY A6

INFILTRATION
GALLERY A7
STA 35+06.11
INV 244.17'

EXISTING SURFACE

NOT TO BE OWNED BY LACFCD/LACDPW, TO BE OWNED AND MAINTAINED BY THE CITY OF SOUTH EL MONTE MARK DATE DESCRIPTION BY Project No.:
www.tetratech.com
Checked By:

Drawn By:

Designed By: 3/31/25 - C:\_AD\ACCDOCS\TETRA TECH INC\200-73157-18001-02-MERCEDAVE\PROJECT FILES\CAD\SHEETFILES\C-402_SD PLAN.DWG - PHAM, NHUT 1 A
2 3 4 5 6 7
B
C
D
E
F
Bar Measures 1 inch Copyright: Tetra Tech UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
200-73157-18001-02
MERCED AVENUE GREENWAY PHASE 2

CITY OF SOUTH EL MONTE
711 TANK FARM RD, SUITE 110
SAN LUIS OBISPO, CA 93402
PHONE: (805) 542-9052 of
1415 SANTA ANITA AVENUE
SOUTH EL MONTE, CA 91733
C-402

STORM DRAIN PLAN & PROFILE
LINE A
SHEET 2

NP/CM/RA

NP/CM/RA
EP
Sheet 24
N
0 SCALE:
10 20 40
1" = 20'
N

KEY MAP FERN ST RUSH ST

MERCED AVE
NTS KLINGERMAN ST MATCHLINE - STA. 33+00 (SD) SEE SHEET C-403 MATCHLINE - STA. 37+50 (SD) SEE SHEET C-401 PROFILE SCALE:

VERT: 1" = 4'
HORIZ: 1" = 20'

MERCED AVE
LINE A

LEGEND OF CONSTRUCTION NOTE
NO. CONSTRUCTION ITEMNOTE REFERENCE
29 CURB DRAIN SPPWC 150-4
85 STORM DRAIN MANHOLE
101 12" PVC PIPE, SCH 80
102 UNDERGROUND INFILTRATION GALLERY DTL 4, SHT C-503
103 6" PVC SOLID PIPE, SDR 35
104 6" PVC PERFORATED PIPE, SDR 35 DTL 5, SHT C-502
105 CONCRETE COLLAR AROUND PIPE
159 UNDERDRAIN CLEANOUT DTL 2, SHT C-503

CONSTRUCT

WORK BY OTHERS

EXISTING

REMOVE ADJUST TO GRADE

REMOVE AND REPLACE
LEGEND

W EXISTING WATER

OT EXISTING OVERHEAD TELEPHONE

EXISTING UNDERGROUND TELEPHONE

SD EXISTING STORM DRAIN

SS EXISTING SANITARY SEWER

EXISTING UNDERGROUND ELECTRICAL
OE
UT
UE

EXISTING OVERHEAD FIBEROPTICS
G
FO

EXISTING OVERHEAD ELECTRICAL
OTV

EXISTING NATURAL GAS

EXISTING OVERHEAD COMMUNICATIONS LINE

UTV EXISTING UNDERGROUND

COMMUNICATIONS LINE

1. INFILTRATION GALLERY FOOTPRINT SHOWN IS THE BRENTWOOD STORM TANK. THE SHOWN INFILTRATION GALLERY IS NOT SET. SELECTED VENDOR MAY HAVE A DIFFERENT FOOTPRINT. SELECTED PRODUCT SHALL CONFORM TO THE SPECIFICATIONS AND BE APPROVED BY ENGINEER.

2. OBSERVATION PORTS (10" DIA.) TO BE INSTALLED 30' (MAX.) ON CENTER. FINAL

LOCATIONS TO BE DETERMINED BY MANUFACTURER AND SHALL BE OUT OF THE TRAVEL LANE TO THE GREATEST EXTENT POSSIBLE.

3. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY THE DEPTH AND LOCATION

OF ALL EXISTING UTILITIES WITHIN PROJECT LIMITS AS NEEDED PRIOR TO CONSTRUCTION.

4. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY UTILITY CONFLICTS PRIOR TO CONSTRUCTION.

5. STORM DRAIN PIPES OUTSIDE OF PERVIOUS CONCRETE AREAS SHALL MAINTAIN A MINIMUM OF 1' (O.D. TO O.D.) VERTICAL SEPARATION FROM EXISTING WATER AND STORM DRAIN UTILITIES WHERE FEASIBLE. THE

CONTRACTOR SHALL ENCASE PROPOSED STORM DRAIN PIPES IN CONCRETE WHERE THE VERTICAL SEPARATION IS LESS THAN 1'.

6. THE CONTRACTOR SHALL ENCASE PROPOSED STORM DRAIN PIPES WITH LESS THAN 3' OF COVER IN CONCRETE. PERFORATED PIPE SHALL NOT BE ENCASED IN CONCRETE.

NOTES

ALL PROPOSED IMPROVEMENTS ARE NOT TO BE OWNED BY THE LOS ANGELES

COUNTY FLOOD CONTROL DISTRICT BUT ARE TO BE OWNED AND MAINTAINED BY THE CITY OF SOUTH EL MONTE.

MAINTENANCE
80% DESIGN - NOT FOR CONSTRUCTION Page 328 of 383

WM WMWM

WM WMWM WMWM WM WM WMWM WM WM WMWMWM WM WM WMWM WMWMWM

WM WM WM

WM WM WMWM WMWM WM WMWM WM WMWMWM WMWM WM WM WM WM WMWMWM SS SS SS WM FHV FHV FHV FHV

FHV FHV FHV FHV

GM TS TSTS
TS
TS
TS

GM GMGMGM GMVLT

VLT VLT WM SS TEL SD SSWM SD SS SS SD SSPB PB SS SS

CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO

CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO

CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO
CO
CO CO
CO CO
230
235
240
245
250
255
260
265
230
235
240
245
250
255
260
265
33+00 32+00 31+00 30+00 29+60
30" INFILTRATION MODULES
L=144.00', S=-0.00%
12" OVER 30" INFILTRATION MODULE
L=3.00', S=0.00%
12" SCH 80 PVC
L=25.29', S=0.50%
12" SCH 40 PVC
L=49.36', S=0.50% 2.5' MIN 3.53' 2.5' MIN 3.39'
STA 32+50.64
INV 244.17' STA 32+50.64 INV 244.57'
STA 32+14.64
INV 244.17' STA 32+14.64 INV 244.70'
STA 31+89.35
INV 244.17' STA 31+89.35 INV 244.57'
STA 30+42.35
INV 244.17' STA 30+42.35 INV 246.67'
12" SCH 80 PVC
L=30.58', S=0.50%
PROVIDE CONCRETE ENCASEMENT STA 29+86.46 INV 246.39' CONNECT TO EX. CB #3 (MTD 912) (INV 245.56) HYDRAULIC GRADE LINE (85TH PERCENTILE STORM) 12" SCH 80 PVC
L=21.82', S=0.50%
PROVIDE CONCRETE ENCASEMENT STA 30+20.53 INV 246.56' STA 30+17.03 INV 246.55' STA 30+18.84 MH; SECTION C-C (MODIFIED) RIM 249.64' H=2.1', M = 0.5' EXISTING 2.02'

HYDRAULIC GRADE LINE
QALLOWABLE = 27 CFS
V= 4.17 FT/S (FULL CAPACITY)
30" INFILTRATION

MODULES
L=36.00', S=0.00%

INFILTRATION
GALLERY A8 INFILTRATION GALLERY A9 0.71'
EX 10 3/4" WATER

EXISTING SURFACE

NOT TO BE OWNED BY LACFCD/LACDPW, TO BE OWNED AND MAINTAINED BY THE CITY OF SOUTH EL MONTE WM WM

WM WMWM WMWM

WM SS SS FHV FHV SD SD SD GMGM TEL
x
x
x
x
x
x x x x
x x
x x
x BOL BOL

GM FDC FDC

W W W W W
W
W
W W
W
W
W
W
W SD
SD
SD

SS SS SS SS SS

G G G G G G SS OTV OE OTV OE OTV
G
G
G
G
29 101 102
101
102
101
98 30+00 (SD)
32+00 (SD) 31+00 (SD)
LINE A STA 30+42.35 =
MERCED AVE STA 23+11.04, 1.66'R

12.53'
10' MIN
TYP. 19.53' 10' MIN TYP.

INFILTRATION
GALLERY A8 INFILTRATION GALLERY A9
12" PVC
N0° 07' 41.97"W

49.36 LF
LINE A

EQUALIZATION PIPE
12" PVC
N0° 07' 41.97"W

25.29 LF
LINE A

EQUALIZATION PIPE
STA 32+14.64 (SD)
STA 31+89.35 (SD)
ROW
ROW
INV 247.00' 159 159 INV 246.58'
103 105
159 INV 247.45' 159 INV 247.21'
159 INV 246.48'
INV 246.77' 159
103
103 105
159 INV 247.33' 159 INV 247.49'
21+00 22+00 23+00 24+00

CO CO CO CO

CO CO CO CO
104 (TYP)
STA 32+50.64 (SD)
(E) LACFCD 18" RCP
MERCED AVE DRAIN -MTD 912

SOUTH EL MONTE AREA
AS-BUILT # PF537915
12" PVC
N0° 07' 41.97"W

21.82 LF
LINE A
LINE A STA 29+86.46 =
MERCED AVE STA 23+34.61

LINE A ALIGNMENT

MERCED AVE CL

ALIGNMENT
STA 30+18.84
RIM 249.64'
H=2.1', M=0.5' 88
101
99 (E) LACFCD 36" RCP
MERCED AVE DRAIN -MTD 912

SOUTH EL MONTE AREA
AS-BUILT # PF518228
(E) LACFCD 24" RCP
MERCED AVE DRAIN -MTD 912

SOUTH EL MONTE AREA
AS-BUILT # PF537915
SEE DETAIL 1, SHEET C-602 FOR

CATCH BASIN CONNECTION
12" PVC
S89° 54' 23.32"W

30.58 LF
LINE A
MARK DATE DESCRIPTION BY Project No.:
www.tetratech.com
Checked By:

Drawn By:

Designed By: 3/31/25 - C:\_AD\ACCDOCS\TETRA TECH INC\200-73157-18001-02-MERCEDAVE\PROJECT FILES\CAD\SHEETFILES\C-403_SD PLAN.DWG - PHAM, NHUT 1 A
2 3 4 5 6 7
B
C
D
E
F
Bar Measures 1 inch Copyright: Tetra Tech UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
200-73157-18001-02
MERCED AVENUE GREENWAY PHASE 2

CITY OF SOUTH EL MONTE
711 TANK FARM RD, SUITE 110
SAN LUIS OBISPO, CA 93402
PHONE: (805) 542-9052 of
1415 SANTA ANITA AVENUE
SOUTH EL MONTE, CA 91733
C-403

STORM DRAIN PLAN & PROFILE
LINE A
SHEET 3

NP/CM/RA

NP/CM/RA
EP
Sheet 25
LEGEND

W EXISTING WATER

OT EXISTING OVERHEAD TELEPHONE

EXISTING UNDERGROUND TELEPHONE

SD EXISTING STORM DRAIN

SS EXISTING SANITARY SEWER

EXISTING UNDERGROUND ELECTRICAL
OE
UT
UE

EXISTING OVERHEAD FIBEROPTICS
G
FO

EXISTING OVERHEAD ELECTRICAL
OTV

EXISTING NATURAL GAS

EXISTING OVERHEAD COMMUNICATIONS LINE

UTV EXISTING OIL
N
0 SCALE:
10 20 40
1" = 20'
N

KEY MAP FERN ST RUSH ST

MERCED AVE
NTS KLINGERMAN ST MATCHLINE - STA 24+00 (MERCED AVE CL) SEE SHEET C-404 MATCHLINE - STA. 33+00 (SD) SEE SHEET C-402 PROFILE SCALE:

VERT: 1" = 4'
HORIZ: 1" = 20'

MERCED AVE KLINGERMAN ST
LINE A

LEGEND OF CONSTRUCTION NOTES
NO. CONSTRUCTION ITEMNOTE REFERENCE
29 CURB DRAIN SPPWC 150-4
88 PROPOSED STORM DRAIN MANHOLE SPPWC 321-2, SECTION C-C (MODIFIED) 98 CONNECT TO EXISTING CATCH BASIN DTL 3, SHT C-503
99 SIDE OPENING CATCH BASIN
101 12" PVC PIPE, SCH 80
102 UNDERGROUND INFILTRATION GALLERY DTL 4, SHT C-503
103 6" PVC SOLID PIPE, SDR 35
104 6" PVC PERFORATED PIPE, SDR 35 DTL 5, SHT C-502
105 CONCRETE COLLAR AROUND PIPE
159 UNDERDRAIN CLEANOUT DTL 2, SHT C-503

CONSTRUCT

WORK BY OTHERS

EXISTING

REMOVE ADJUST TO GRADE

REMOVE AND REPLACE

1. INFILTRATION GALLERY FOOTPRINT SHOWN IS THE BRENTWOOD STORM TANK. THE SHOWN INFILTRATION GALLERY IS NOT SET. SELECTED VENDOR MAY HAVE A DIFFERENT FOOTPRINT. SELECTED PRODUCT SHALL CONFORM TO THE SPECIFICATIONS AND BE APPROVED BY ENGINEER.

2. OBSERVATION PORTS (10" DIA.) TO BE INSTALLED 30' (MAX.) ON CENTER. FINAL

LOCATIONS TO BE DETERMINED BY MANUFACTURER AND SHALL BE OUT OF THE TRAVEL LANE TO THE GREATEST EXTENT POSSIBLE.

3. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY THE DEPTH AND LOCATION

OF ALL EXISTING UTILITIES WITHIN PROJECT LIMITS AS NEEDED PRIOR TO CONSTRUCTION.

4. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY UTILITY CONFLICTS PRIOR TO CONSTRUCTION.

5. STORM DRAIN PIPES OUTSIDE OF PERVIOUS CONCRETE AREAS SHALL MAINTAIN A MINIMUM OF 1' (O.D. TO O.D.) VERTICAL SEPARATION FROM EXISTING WATER AND STORM DRAIN UTILITIES WHERE FEASIBLE. THE

CONTRACTOR SHALL ENCASE PROPOSED STORM DRAIN PIPES IN CONCRETE WHERE THE VERTICAL SEPARATION IS LESS THAN 1'.

6. THE CONTRACTOR SHALL ENCASE PROPOSED STORM DRAIN PIPES WITH LESS THAN 3' OF COVER IN CONCRETE. PERFORATED PIPE SHALL NOT BE ENCASED IN CONCRETE.

NOTES

ALL PROPOSED IMPROVEMENTS ARE NOT TO BE OWNED BY THE LOS ANGELES

COUNTY FLOOD CONTROL DISTRICT BUT ARE TO BE OWNED AND MAINTAINED BY THE CITY OF SOUTH EL MONTE.

MAINTENANCE
80% DESIGN - NOT FOR CONSTRUCTION Page 329 of 383
230
235
240
245
250
255
260
230
235
240
245
250
255
260
21+24 21+00 20+00 19+00 18+00 17+00 16+50
12" OVER 30" INFILTRATION MODULES
L=3.00', S=0.00%
30" INFILTRATION MODULES
L=163.97', S=0.00%
12" SCH 80 PVC
L=21.35', S=12.57% 3.50' 2.5' MIN 3.49' 2.5' MIN
STA 18+13.97
INV 242.65' STA 18+13.97 INV 243.05'
STA 21+08.33
INV 243.24' HYDRAULIC GRADE LINE (85TH PERCENTILE STORM) STA 18+35.33 INV 245.74' STA 18+35.33
INV 243.24'
30" INFILTRATION MODULES
L=270.00', S=0.00%
INFILTRATION GALLERY B1
INFILTRATION GALLERY B2

EXISTING SURFACE

NOT TO BE OWNED BY LACFCD/LACDPW, TO BE OWNED AND MAINTAINED BY THE CITY OF SOUTH EL MONTE WM WM WM

WM WM WM WMWM WM WM
WM WM

FHV FHV SD
VLT
x x x x x x x x
x x
x
x x GM
x
x x x x x x x
x
x
x
x SS SS SD
x x x x x x x x x x x
x BOL BOL BOL
x
x x FDC PIV BOL

PB PB SS

W W W W W W W W

W W W W W W W W W W
W W

SS SS SS SS SS SS SS SS SS SS
SD

SD SD SD SD SD SD SD SD SD SD

SS SS SS SS SS SS SS
OE
OE OE

FO FO OTV UT OTV UT

OE OE OE OE OE FO FO FO FO FO

OTV OTV OTV OTV OTV UT UT UT UT UT

OE OE FO FO

OTV OTV UT UT
OE
OE OE

G G G G G G G G G G
G
G
G
G
G
G
(E) LACFCD 24" RCP
MERCED AVE DRAIN -MTD 912

SOUTH EL MONTE AREA
AS-BUILT # PF537915
(E) LACFCD 36" RCP
MERCED AVE DRAIN -MTD 912

SOUTH EL MONTE AREA
AS-BUILT # PF537915
102
101
21+54.10 (SD)
20+00 (SD) 19+00 (SD) 18+00 (SD) 17+00 (SD) 21+00 (SD)
LINE B STA 20+78.40 =

MERCED AVE
STA 24+42.40 4.85' LT 11.67' 10' MIN. TYP
INFILTRATION GALLERY B2
INFILTRATION GALLERY B1 12" SDR 35
N0° 07' 41.97"W

21.35 LF
LINE B
OVERFLOW PIPE 11.97' 10' MIN. TYP
ROW
ROW
159 INV 246.21'
159 INV 246.15'
INV 246.27' 159
159 INV 246.20'
24+00 25+00 26+00 27+00 28+00 29+00

CO CO CO CO CO CO CO CO CO CO CO CO CO

CO CO CO CO CO CO
103 (TYP)
(TYP) 104
159 INV 245.64'
159 INV 245.68'
159 INV 245.74'
159 INV 245.77'
159 INV 245.84'
159 INV 245.88'
159 INV 245.92'
159 INV 245.98'
159 INV 246.02'
159 INV 246.09'
159 INV 245.90'
159 INV 245.87'
INV 245.79' 159
102
159 INV 245.72'
159
INV 245.52'
104
S=0.2%
S=0.2% 103

LINE B ALIGNMENT

MERCED AVE CL

ALIGNMENT
(E) LACFCD 39" RCP
MERCED AVE DRAIN -MTD 912

SOUTH EL MONTE AREA
AS-BUILT # PF537915
MARK DATE DESCRIPTION BY Project No.:
www.tetratech.com
Checked By:

Drawn By:

Designed By: 3/31/25 - C:\_AD\ACCDOCS\TETRA TECH INC\200-73157-18001-02-MERCEDAVE\PROJECT FILES\CAD\SHEETFILES\C-404_SD PLAN.DWG - PHAM, NHUT 1 A
2 3 4 5 6 7
B
C
D
E
F
Bar Measures 1 inch Copyright: Tetra Tech UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
200-73157-18001-02
MERCED AVENUE GREENWAY PHASE 2

CITY OF SOUTH EL MONTE
711 TANK FARM RD, SUITE 110
SAN LUIS OBISPO, CA 93402
PHONE: (805) 542-9052 of
1415 SANTA ANITA AVENUE
SOUTH EL MONTE, CA 91733
C-404

STORM DRAIN PLAN & PROFILE
LINE B
SHEET 1
EP

NP/CM/RA

NP/CM/RA
Sheet 26
N

KEY MAP FERN ST RUSH ST

MERCED AVE
NTS KLINGERMAN ST MATCHLINE - STA. 16+50 (SD) SEE SHEET C-405 MATCHLINE - STA 24+00 (MERCED AVE CL) SEE SHEET C-403 PROFILE SCALE:

VERT: 1" = 4'
HORIZ: 1" = 20'

MERCED AVE KLINGERMAN ST
LINE B

LEGEND OF CONSTRUCTION NOTE
NO. CONSTRUCTION ITEMNOTE REFERENCE
101 12" PVC PIPE, SCH 80
102 UNDERGROUND INFILTRATION GALLERY DTL 4, SHT C-503
103 6" PVC SOLID PIPE, SDR 35
104 6" PVC PERFORATED PIPE, SDR 35 DTL 5, SHT C-502
159 UNDERDRAIN CLEANOUT DTL 2, SHT C-503

CONSTRUCT

WORK BY OTHERS

EXISTING

REMOVE ADJUST TO GRADE

REMOVE AND REPLACE
LEGEND

W EXISTING WATER

OT EXISTING OVERHEAD TELEPHONE

EXISTING UNDERGROUND TELEPHONE

SD EXISTING STORM DRAIN

SS EXISTING SANITARY SEWER

EXISTING UNDERGROUND ELECTRICAL
OE
UT
UE

EXISTING OVERHEAD FIBEROPTICS
G
FO

EXISTING OVERHEAD ELECTRICAL
OTV

EXISTING NATURAL GAS

EXISTING OVERHEAD

COMMUNICATIONS LINE

UTV EXISTING UNDERGROUND

COMMUNICATIONS LINE

ALL PROPOSED IMPROVEMENTS ARE NOT TO BE OWNED BY THE LOS

ANGELES COUNTY FLOOD CONTROL DISTRICT BUT ARE TO BE OWNED AND MAINTAINED BY THE CITY OF SOUTH EL MONTE.

MAINTENANCE

1. INFILTRATION GALLERY FOOTPRINT SHOWN IS THE BRENTWOOD STORM TANK. THE SHOWN INFILTRATION GALLERY IS NOT SET. SELECTED VENDOR MAY HAVE A DIFFERENT FOOTPRINT. SELECTED PRODUCT SHALL CONFORM TO THE SPECIFICATIONS AND BE APPROVED BY ENGINEER.

2. OBSERVATION PORTS (10" DIA.) TO BE INSTALLED 30' (MAX.) ON CENTER. FINAL

LOCATIONS TO BE DETERMINED BY MANUFACTURER AND SHALL BE OUT OF THE TRAVEL LANE TO THE GREATEST EXTENT POSSIBLE.

3. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY THE DEPTH AND LOCATION

OF ALL EXISTING UTILITIES WITHIN PROJECT LIMITS AS NEEDED PRIOR TO CONSTRUCTION.

4. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY UTILITY CONFLICTS PRIOR TO CONSTRUCTION.

5. STORM DRAIN PIPES OUTSIDE OF PERVIOUS CONCRETE AREAS SHALL MAINTAIN A MINIMUM OF 1' (O.D. TO O.D.) VERTICAL SEPARATION FROM EXISTING WATER AND STORM DRAIN UTILITIES WHERE FEASIBLE. THE

CONTRACTOR SHALL ENCASE PROPOSED STORM DRAIN PIPES IN CONCRETE WHERE THE VERTICAL SEPARATION IS LESS THAN 1'.

6. THE CONTRACTOR SHALL ENCASE PROPOSED STORM DRAIN PIPES WITH LESS THAN 3' OF COVER IN CONCRETE. PERFORATED PIPE SHALL NOT BE ENCASED IN CONCRETE.

NOTES
N
0 SCALE:
10 20 40
1" = 20'
80% DESIGN - NOT FOR CONSTRUCTION Page 330 of 383
WM WM

WM WM WMWM WMWM WM WM WMWM WM WM WMWMWM WM WMWMWMWMWMWM

WM WM WM

WM WMWMWM WM

WM WM WMWM WM WMWMWM WMWM WM WM WM WM WMWMWM SS SS SS WM FHVFHV FHV FHV

FHV FHV FHV FHV
GM
TS
TS TS
TS
TS
TS

GM GMGMGM GMVLT

VLT VLT WM SS TEL SD SSWM SD SS SS SD SSPB PB SS SS WM WM WM WMWM WM

WM WM WM WM WM WM WM WM SS SS WM FHV FHVSD
VLT

VLT WM PB BFP BFP
WM BFP
x x x SD FDC FDC FDCFDC BOL BOLFDC

W W W W W W W W W W
W W W
W
SS SS

SD SD SD SD SD SD SD SD SD

SS SS SS SS SS SS SS SS

OE FO OE FO OE FO OE FO
OE
FO
OE
FO
OE OE
FO FO

OTV OTV OTV OTV OTV OTV OTV OTV

UT UT UT UT UT UT UT UT
OE OE
OE
OE

SS SS SS SS SS SS

W W W W W W

G G G G G G G G G
G
G
G
G
G
G
G
W
12" SDR 35
N0° 07' 41.97"W

23.17 LF
LINE B

OVERFLOW PIPE
14+00 (SD) 13+00 (SD) 15+00 (SD)
16+00 (SD)
STA 14+93.80 (SD) 11.52' 10' MIN TYP. 3.51' 3' MIN TYP.

INFILTRATION GALLERY B3
INFILTRATION GALLERY B2
ROW
ROW
INV 244.66'
29+00 30+00 31+00 32+00 33+00

CO CO CO CO CO CO CO CO CO

CO CO CO CO CO CO CO CO
99 (E) LACFCD 42" RCP
MERCED AVE DRAIN - MTD 912
AS-BUILT # PF537914

SOUTH EL MONTE AREA
(E) LACFCD 18" RCP
MERCED AVE DRAIN - MTD 912
AS-BUILT # PF537914

SOUTH EL MONTE AREA
102
101
102
(E) 8" VCP
(E) 12-3/4" WATER
(E) 8" VCP
(E) 2" GAS
S=0.5%
159
159 INV 245.52'
104 103 104
103
103
103 103
103
103
159 INV 245.66' 159 INV 245.42'
159 INV 245.38'
45° BEND
INV 245.36'
45° BEND
INV 245.18'
45° BEND
159 INV 245.15'
45° BEND
INV 245.10' 159
104
INV 244.88' 159
159 INV 245.46'
159 INV 245.38' 159 INV 245.29'
159 INV 245.22'
159 INV 245.08'
159 INV 244.99' 159 INV 244.91' 159 INV 244.86'
103
103
S=0.2% S=0.2% S=0.2%
S=0.2%
S=0.2%
S=0.2% 104 S=0.2% S=0.2%
104
S=0.2%
104 S=0.2%
104 S=0.2% S=0.2% 104
S=0.2%
159 INV 245.03'

12.22'
10' MIN.

TYP.
103 S=0.2%

LINE B ALIGNMENT

MERCED AVE CL

ALIGNMENT
STA 12+11.80 (SD)
SEE DETAIL 1,
SHEET C-601 FOR

SD CROSSING
DETAIL
STA 15+16.97 (SD)
230
235
240
245
250
255
260
265
230
235
240
245
250
255
260
265
16+50 16+00 15+00 14+00 13+00 12+00
12" OVER 30" INFILTRATION MODULES
L=3.00', S=0.00%
12" OVER 30" INFILTRATION MODULE
L=3.00', S=0.00%
12" SCH 80 PVC
L=23.17',
S=10.81% 3.26' 2.5' MIN 3.35' 2.5' MIN
STA 15+16.97
INV 242.65' STA 15+16.97 INV 245.15' STA 14+93.80 INV 242.67' STA 14+93.80
INV 242.25' HYDRAULIC GRADE LINE (85TH PERCENTILE STORM) 12" SCH 80 PVC
L=11.80', S=10.21%
30" INFILTRATION MODULES
L=279.00', S=0.00%
30" INFILTRATION MODULE
L=130.03', S=0.00%
INFILTRATION GALLERY B2 INFILTRATION GALLERY B3
STA 12+11.80
INV 242.25' STA 12+11.80 INV 244.75' 2.00'

NOT TO BE OWNED BY LACFCD/LACDPW, TO BE OWNED AND MAINTAINED BY THE CITY OF SOUTH EL MONTE

EXISTING SURFACE
MARK DATE DESCRIPTION BY Project No.:
www.tetratech.com
Checked By:

Drawn By:

Designed By: 3/31/25 - C:\_AD\ACCDOCS\TETRA TECH INC\200-73157-18001-02-MERCEDAVE\PROJECT FILES\CAD\SHEETFILES\C-405_SD PLAN.DWG - PHAM, NHUT 1 A
2 3 4 5 6 7
B
C
D
E
F
Bar Measures 1 inch
Copyright: Tetra Tech

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
200-73157-18001-02
MERCED AVENUE GREENWAY PHASE 2

CITY OF SOUTH EL MONTE
711 TANK FARM RD, SUITE 110
SAN LUIS OBISPO, CA 93402
PHONE: (805) 542-9052 of
1415 SANTA ANITA AVENUE
SOUTH EL MONTE, CA 91733
C-405

STORM DRAIN PLAN & PROFILE
LINE B
SHEET 2

NP/CM/RA

NP/CM/RA
EP
Sheet 27
N
0 SCALE:
10 20 40
1" = 20'
N

KEY MAP FERN ST RUSH ST

MERCED AVE
NTS KLINGERMAN ST MATCHLINE - STA. 12+00 (SD) SEE SHEET C-406 MATCHLINE - STA. 16+50 (SD) SEE SHEET C-404 PROFILE SCALE:

VERT: 1" = 4'
HORIZ: 1" = 20'

MERCED AVE
LINE B

LEGEND OF CONSTRUCTION NOTES
NO. CONSTRUCTION ITEMNOTE REFERENCE
99 SIDE OPENING CATCH BASIN
101 12" PVC PIPE, SCH 80
102 UNDERGROUND INFILTRATION GALLERY DTL 4, SHT C-503
103 6" PVC SOLID PIPE, SDR 35
104 6" PVC PERFORATED PIPE, SDR 35 DTL 5, SHT C-502
159 UNDERDRAIN CLEANOUT DTL 2, SHT C-503

CONSTRUCT

WORK BY OTHERS

EXISTING

REMOVE ADJUST TO GRADE

REMOVE AND REPLACE
LEGEND

W EXISTING WATER

OT EXISTING OVERHEAD TELEPHONE

EXISTING UNDERGROUND TELEPHONE

SD EXISTING STORM DRAIN

SS EXISTING SANITARY SEWER

EXISTING UNDERGROUND ELECTRICAL
OE
UT
UE

EXISTING OVERHEAD FIBEROPTICS
G
FO

EXISTING OVERHEAD ELECTRICAL
OTV

EXISTING NATURAL GAS

EXISTING OVERHEAD COMMUNICATIONS LINE

UTV EXISTING UNDERGROUND

COMMUNICATIONS LINE

1. INFILTRATION GALLERY FOOTPRINT SHOWN IS THE BRENTWOOD STORM TANK. THE SHOWN INFILTRATION GALLERY IS NOT SET. SELECTED VENDOR MAY HAVE A DIFFERENT FOOTPRINT. SELECTED PRODUCT SHALL CONFORM TO THE SPECIFICATIONS AND BE APPROVED BY ENGINEER.

2. OBSERVATION PORTS (10" DIA.) TO BE INSTALLED 30' (MAX.) ON CENTER. FINAL

LOCATIONS TO BE DETERMINED BY MANUFACTURER AND SHALL BE OUT OF THE TRAVEL LANE TO THE GREATEST EXTENT POSSIBLE.

3. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY THE DEPTH AND LOCATION

OF ALL EXISTING UTILITIES WITHIN PROJECT LIMITS AS NEEDED PRIOR TO CONSTRUCTION.

4. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY UTILITY CONFLICTS PRIOR TO CONSTRUCTION.

5. STORM DRAIN PIPES OUTSIDE OF PERVIOUS CONCRETE AREAS SHALL MAINTAIN A MINIMUM OF 1' (O.D. TO O.D.) VERTICAL SEPARATION FROM EXISTING WATER AND STORM DRAIN UTILITIES WHERE FEASIBLE. THE

CONTRACTOR SHALL ENCASE PROPOSED STORM DRAIN PIPES IN CONCRETE WHERE THE VERTICAL SEPARATION IS LESS THAN 1'.

6. THE CONTRACTOR SHALL ENCASE PROPOSED STORM DRAIN PIPES WITH LESS THAN 3' OF COVER IN CONCRETE. PERFORATED PIPE SHALL NOT BE ENCASED IN CONCRETE.

NOTES

ALL PROPOSED IMPROVEMENTS ARE NOT TO BE OWNED BY THE LOS ANGELES

COUNTY FLOOD CONTROL DISTRICT BUT ARE TO BE OWNED AND MAINTAINED BY THE CITY OF SOUTH EL MONTE.

MAINTENANCE
80% DESIGN - NOT FOR CONSTRUCTION Page 331 of 383
64+50 65+50 WM WM WM WMWM WM WM WM WMWMWM SSSS SS FHV FHV FHV SD SD SD

TEL IRV SD
SL
TS TS
TS
TS
TS
TS
TS
TS
TS

VLT FDC PIV SS

WM SD SS
BOL SD
BOL

BOL WM WM WM WMWM WM WM WM WMWMWM SSSS SS FHV FHV FHV SD SD SD

TEL IRV SD
SL
TS TS
TS
TS
TS
TS
TS
TS
TS

VLT FDC PIV SS

WM SD SS
BOL SD
BOL
BOL
W
W W W

W W W W
W
W
W W
W
W
W
W SS

SD SD SD

SD SD SD SD SD SD
SD SD
SS

SS SS SS SS SS SS SS

SS SS SS SS SS SS
SS
SD SS

OE OE FO FO

OTV OTV UT UT OE OE
FO
OTV FO

OTV OE OE OE
OE
OE
FO
FO
OTV

OTV OTV OTV OTV
OTVOE
FO

W W W W W

G G G G
G G
G
G
G
G

SD SD SD
W
98 (E) LACFD 24" RCP
PROJECT NO. 1115
AS-BUILT # PD034618

SOUTH EL MONTE AREA
(E) 36" RCP LACFD 1115
(E) LACFD 42" RCP
MERCED AVE DRAIN - MTD 912
AS-BUILT # PF537914

SOUTH EL MONTE AREA
102
101
101
102
(E) 8" VCP
(E) 2" GAS
(E) 10-3/4" WATER 12.23' 10' MIN. (E) 8" VCP SEWER TYP. 3.44' 3' MIN. TYP. 12" PVC
N0° 07' 41.97"W

21.22 LF
LINE B
EQUALIZATION PIPE 12" PVC
S89° 51' 45.24"W

25.15 LF
LINE B
12" PVC
N0° 07' 41.97"W

22.02 LF
LINE B

OVERFLOW PIPE
ROW
ROW
34+00 35+00 36+00 37+00
CO CO

CO CO CO CO

INFILTRATION
GALLERY B4

INFILTRATION
GALLERY B5
INV 244.25' 159
INV 244.27' 159
103
INV 244.61' 159
S=0.2% 103
INV 244.67 159
104
S=0.2%
159
INV 244.73
103
S=0.2%
103
103
(E) 12-3/4" WATER
99 85
99 INV 245.03'
88 12" PVC
N0° 07' 41.29"W
114.84 LF
LINE B
101 9+00 (SD)
10+00 (SD) 11+00 (SD)
(E) 12-3/4" WATER
(E) 8" SEWER
LINE B STA 8+90.08 =
MERCED AVE STA 36+33.73
101

LINE B ALIGNMENT

MERCED AVE CL

ALIGNMENT
STA 9+16.98 (SD)
RIM 247.36'
H=2.3', M=0.5'
STA 10+93.79 (SD)
STA 11+89.79 (SD)
STA 10+72.57 (SD) STA 10+33.58 (SD)
SEE DETAIL 2,
SHEET C-601 FOR SD

CROSSING DETAIL
159 SEE DETAIL 2,
SHEET C-602 FOR

CATCH BASIN

CONNECTION
230
235
240
245
250
255
260
265
230
235
240
245
250
255
260
265
12+00 11+00 10+00 9+00 8+70
30" INFILTRATION

MODULES
L=36.00', S=0.00%
12" OVER 30" INFILTRATION MODULE
L=3.00', S=0.00%
12" SCH 80 PVC
L=21.22', S=0.50% 3.27' 2.5' MIN 3.03' 2.5' MIN STA 11+89.79 INV 241.94' STA 10+93.79 INV 242.45' STA 10+72.57 INV 242.34' STA 10+72.57
INV 241.94' STA 10+33.58 INV 241.94' STA 10+33.58 INV 244.44' HYDRAULIC GRADE LINE (85TH PERCENTILE STORM) EX
8" SEWER
12" SCH 80 PVC
L=114.84', S=0.50%

PROVIDE CONCRETE ENCASEMENT
12" SCH 80 PVC
L=25.15', S=0.50%
PROVIDE CONCRETE ENCASEMENT STA 9+18.73 INV 243.87' STA 8+90.08 INV 243.72' CONNECT TO EX. CB #3 (INV 242.41') STA 9+15.23 INV 243.85' STA 9+16.98 RIM 247.36' MH; SECTION C-C H = 2.3', M = 0.5' 12" SCH 80 PVC
L=10.20', S=10.21% STA 11+89.79 INV 242.50' 1.00' 1.31' EX
12 3/4" WATER 2.00'

EXISTING

HYDRAULIC GRADE LINE
QALLOWABLE = 292 CFS
V= 4.17 FT/S (FULL CAPACITY)
30" INFILTRATION MODULES
L=96.00', S=0.00%

INFILTRATION
GALLERY B5 INFILTRATION GALLERY B4 STA 10+93.79 INV 241.94' 42" SCH 80 PVC L=133.40', S=-0.25%

EX LACFCD 42" RCP
MERCED AVE DRAIN - MTD 912

SOUTH EL MONTE AREA

EXISTING SURFACE

NOT TO BE OWNED BY LACFCD/LACDPW, TO BE OWNED AND MAINTAINED BY THE CITY OF SOUTH EL MONTE MARK DATE DESCRIPTION BY Project No.:
www.tetratech.com
Checked By:

Drawn By:

Designed By: 3/31/25 - C:\_AD\ACCDOCS\TETRA TECH INC\200-73157-18001-02-MERCEDAVE\PROJECT FILES\CAD\SHEETFILES\C-406_SD PLAN.DWG - PHAM, NHUT 1 A
2 3 4 5 6 7
B
C
D
E
F
Bar Measures 1 inch Copyright: Tetra Tech UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
200-73157-18001-02
MERCED AVENUE GREENWAY PHASE 2

CITY OF SOUTH EL MONTE
711 TANK FARM RD, SUITE 110
SAN LUIS OBISPO, CA 93402
PHONE: (805) 542-9052 of
1415 SANTA ANITA AVENUE
SOUTH EL MONTE, CA 91733
C-406

STORM DRAIN PLAN & PROFILE
LINE B
SHEET 3

NP/CM/RA

NP/CM/RA
EP
Sheet 28
N
0 SCALE:
10 20 40
1" = 20'
N

KEY MAP FERN ST RUSH ST

MERCED AVE
NTS KLINGERMAN ST MATCHLINE - STA. 12+00 (SD) SEE SHEET C-405

MERCED AVE RUSH ST
LINE B

LEGEND OF CONSTRUCTION NOTES
NO. CONSTRUCTION ITEMNOTE REFERENCE
85 STORM DRAIN MANHOLE
88 PROPOSED STORM DRAIN MANHOLE SPPWC 321-2, SECTION C-C (MODIFIED) 98 CONNECT TO EXISTING CATCH BASIN DTL 3, SHT C-503
99 SIDE OPENING CATCH BASIN
101 12" PVC PIPE, SCH 80
102 UNDERGROUND INFILTRATION GALLERY DTL 4, SHT C-503
103 6" PVC SOLID PIPE, SDR 35
104 6" PVC PERFORATED PIPE, SDR 35 DTL 5, SHT C-502
159 UNDERDRAIN CLEANOUT DTL 2, SHT C-503

CONSTRUCT

WORK BY OTHERS

EXISTING

REMOVE ADJUST TO GRADE

REMOVE AND REPLACE
LEGEND

W EXISTING WATER

OT EXISTING OVERHEAD TELEPHONE

EXISTING UNDERGROUND TELEPHONE

SD EXISTING STORM DRAIN

SS EXISTING SANITARY SEWER

EXISTING UNDERGROUND ELECTRICAL
OE
UT
UE

EXISTING OVERHEAD FIBEROPTICS
G
FO

EXISTING OVERHEAD ELECTRICAL
OTV

EXISTING NATURAL GAS

EXISTING OVERHEAD COMMUNICATIONS LINE

UTV EXISTING UNDERGROUND

COMMUNICATIONS LINE

1. INFILTRATION GALLERY FOOTPRINT SHOWN IS THE BRENTWOOD STORM TANK. THE SHOWN INFILTRATION GALLERY IS NOT SET. SELECTED VENDOR MAY HAVE A DIFFERENT FOOTPRINT. SELECTED PRODUCT SHALL CONFORM TO THE SPECIFICATIONS AND BE APPROVED BY ENGINEER.

2. OBSERVATION PORTS (10" DIA.) TO BE INSTALLED 30' (MAX.) ON CENTER. FINAL

LOCATIONS TO BE DETERMINED BY MANUFACTURER AND SHALL BE OUT OF THE TRAVEL LANE TO THE GREATEST EXTENT POSSIBLE.

3. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY THE DEPTH AND LOCATION

OF ALL EXISTING UTILITIES WITHIN PROJECT LIMITS AS NEEDED PRIOR TO CONSTRUCTION.

4. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY UTILITY CONFLICTS PRIOR TO CONSTRUCTION.

5. STORM DRAIN PIPES OUTSIDE OF PERVIOUS CONCRETE AREAS SHALL MAINTAIN A MINIMUM OF 1' (O.D. TO O.D.) VERTICAL SEPARATION FROM EXISTING WATER AND STORM DRAIN UTILITIES WHERE FEASIBLE. THE

CONTRACTOR SHALL ENCASE PROPOSED STORM DRAIN PIPES IN CONCRETE WHERE THE VERTICAL SEPARATION IS LESS THAN 1'.

6. THE CONTRACTOR SHALL ENCASE PROPOSED STORM DRAIN PIPES WITH LESS THAN 3' OF COVER IN CONCRETE. PERFORATED PIPE SHALL NOT BE ENCASED IN CONCRETE.

NOTES

ALL PROPOSED IMPROVEMENTS ARE NOT TO BE OWNED BY THE LOS ANGELES

COUNTY FLOOD CONTROL DISTRICT BUT ARE TO BE OWNED AND MAINTAINED BY THE CITY OF SOUTH EL MONTE.

MAINTENANCE
80% DESIGN - NOT FOR CONSTRUCTION Page 332 of 383

80.0'
EAST
R/W
WEST ℄ R/W
6' TO 8'

SIDEWALK

32.0' 32.0' TO 34.0'

8.0'

SIDEWALK

40.0' 40.0'

64.0' TO 66.0'
1 12 12
14 TYP, SEE NOTE 5
48 EXISTING
8" VCP

SEWER INFILTRATION

GALLERY
76 TYP, SEE NOTE 5
TYP
TYP

EXISTING
10"WATER
LINE

EXISTING
2" GAS

80.0'
℄
6' TO 8'
SIDEWALK 24.0' TO 32.0' 24.0' TO 32.0'

8.0'

SIDEWALK

40.0' 40.0'

48.0' TO 64.0' 0' TO 8'

BULBOUT/

PLANTER
0' TO 8'

BULBOUT/

PLANTER
2 12 12

EXISTING
10-3/4"
WATER
LINE

EXISTING
2" GAS

INFILTRATION

GALLERY
39" RCP
EXISTING 8"

VCP SEWER

EXISTING
12-3/4"WATER
LINE
TYP, SEE NOTE 2 14 TYP, SEE NOTE 5
76 TYP, SEE NOTE 5
EAST
R/W
WEST
R/W

EXISTING
12-3/4"
WATER
LINE

80.0' ℄
6' TO 16.0'

BULBOUT/DRIVEWAY

24.0' TO 32.0' 32.0'

8.0'

SIDEWALK

40.0' 40.0'

48.0' TO 64.0'

10.33' 5.67'
12 1
48 EXISTING
10"WATER
LINE

EXISTING
2" GAS

INFILTRATION

GALLERY
39" RCP
EXISTING 8"

VCP SEWER

EXISTING
12-3/4"WATER
LINE
14 TYP, SEE NOTE 5
76 TYP, SEE NOTE 5
10 EAST
R/W
WEST
R/W

80.0' ℄

16.0'

BULBOUT/DRIVEWAY

24.0' TO 32.0' 32.0'

8.0'

DRIVEWAY

40.0' 40.0'

48.0' TO 64.0'

10.33' 5.67' 4.0' 4.0'
10 EXISTING
10-3/4"
WATER
LINE

EXISTING
2" GAS
EXISTING 8"

VCP SEWER

INFILTRATION

GALLERY
39" RCP
EXISTING 8"

VCP SEWER
14 TYP, SEE NOTE 5
76 TYP, SEE NOTE 5
10 EAST
R/W
WEST
R/W

EXISTING
12-3/4"
WATER
LINE

80.0' ℄

32.0'

40.0' 40.0'

64.0'

4.0' 4.0'

8.0'

DRIVEWAY

8.0'

SIDEWALK
0' TO 8'

BULBOUT/
PLANTER 24.0' TO 32.0'
12 EXISTING 10-3/4"

WATER LINE

EXISTING
2" GAS
EXISTING 8"

VCP SEWER

INFILTRATION

GALLERY
42" RCP
SD
EXISTING 8"

VCP SEWER
14 TYP, SEE NOTE 5
76 TYP, SEE NOTE 5
10 SEE NOTE 2 2
EAST
R/W
WEST
R/W
EXISTING 12-3/4"

WATER LINE

80.0' ℄
6' TO 8'

SIDEWALK

32.0'

40.0' 40.0'

24.0' TO 32.0'

8.0'

SIDEWALK

56.0' TO 66.0' 0' TO 8'

BULBOUT/

PLANTER
12 12

EXISTING
2" GAS
EXISTING 8"

VCP SEWER

INFILTRATION

GALLERY
39" RCP
SD
EXISTING 8"

VCP SEWER
30" RCP
SD

EXISTING
12-3/4"WATER
LINE
SEE NOTE 2 2
1 48 TYP
TYP
EAST
R/W
WEST
R/W

EXISTING
10-3/4"
WATER
LINE
MARK DATE DESCRIPTION BY Project No.:
www.tetratech.com
Checked By:

Drawn By:

Designed By: 2/20/2025 6:45:36 PM - C:\_AD\ACCDOCS\TETRA TECH INC\200-73157-18001-02-MERCEDAVE\PROJECT FILES\CAD\SHEETFILES\C-501_TYP-STREET-SECTIONS.DWG - PHAM, NHUT 1 A
2 3 4 5 6 7
B
C
D
E
F
Bar Measures 1 inch
Copyright: Tetra Tech

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
60% SUBMITTAL
200-73157-18001-02
MERCED AVENUE GREENWAY PHASE 2

CITY OF SOUTH EL MONTE
711 TANK FARM RD, SUITE 110
SAN LUIS OBISPO, CA 93402
PHONE: (805) 542-9052 of
1415 SANTA ANITA AVENUE
SOUTH EL MONTE, CA 91733
NOTES:

1. PLANTER IMPROVEMENTS SHALL BE PER STREET IMPROVEMENT AND LANDSCAPE PLANS.

2. LOCATIONS OF CURB, CURB AND GUTTER, DRIVEWAY, AND PERVIOUS PAVER IMPROVEMENTS SHALL BE PER STREET IMPROVEMENT PLANS.

3. SIDEWALK JOINS TO EXISTING PEDESTRIAN AREAS (WALKWAYS, DRIVEWAYS, ALLEYS, SIDEWALKS, ETC.) SHALL BE FLUSH WITH NO CHANGES IN LEVEL GREATER THAN 1/4" VERTICAL.

4. SIDEWALKS CROSS SLOPES (2% MAXIMUM; 0.5% MINIMUM) SHALL BE CONFIRMED BY THE CONTRACTOR PRIOR TO SETTING OF REBAR OR POURING OF CONCRETE CURB, GUTTER OR SIDEWALK.

5. SEE DEMOLITION, STREET IMPROVEMENT, AND STORM DRAIN PLANS FOR LIMITS OF AC PAVEMENT TRENCHING AND GRIND AND OVERLAY WORK.

6. UTILITIES SHALL BE PER DEMOLITION AND STREET IMPROVEMENT PLANS. SEE PLANS FOR LATERAL LOCATIONS.

STA 12+00

EAST PERVIOUS PAVERS & WEST PERVIOUS PAVERS
STA 24+75

EAST BULBOUT/PLANTER & WEST BULBOUT/PLANTER
STA 18+60

EAST DRIVEWAY & WEST PERVIOUS PAVER
STA 25+65

EAST DRIVEWAYS & WEST DRIVEWAY
STA 33+50

EAST DRIVEWAY & WEST BULBOUT/PLANTER
STA 34+70

EAST PERVIOUS PAVER & WEST BULBOUT/PLANTER
C-501

TYPICAL SECTIONS

LEGEND OF CONSTRUCTION NOTES
NO. CONSTRUCTION ITEMNOTE REFERENCE
1 TYPE A1-8 CONCRETE CURB GREENBOOK, SPPWC 120-3
2 TYPE A2-8 INTEGRAL CURB & GUTTER GREENBOOK, SPPWC 120-3 10 CONCRETE DRIVEWAY (6") GREENBOOK, SPPWC 110-2, 113-2 12 CONCRETE WALK (4") GREENBOOK, SPPWC 112-2, 113-2
14 FULL DEPTH RECONSTRUCTION DTL 1, SHT C-501
48 PERVIOUS PAVERS DTL 3, SHT C-502
76 GRIND AND OVERLAY (t=2.5") GREENBOOK, SPPWC 132-4

CONSTRUCT

WORK BY OTHERS

EXISTING

REMOVE ADJUST TO GRADE

REMOVE AND REPLACE

0.50%

1.00%

1.67% 1.50% 1.50%

0.66%

1.10%

0.70%

1.50%

0.70%

1.00% 1.50%
80% DESIGN - NOT FOR CONSTRUCTION Page 333 of 383

PLAN VIEW

SECTION A-A
18"
6"
6"

CURB AND GUTTER

PER PLANS TAPERED STREET RELIEF
A A

TAPERED RELIEF
DEPRESS 1" AT CURB
FACE
8" CURB & GUTTER
DEPRESS FL BY 1"
6" THICK, 3" TO 6" RIVER ROCK,

MORTAR IN PLACE
SPLASH PAD, 6" THICK, 3" TO 6" RIVER ROCK, MORTAR IN PLACE.

SET TOP ELEVATION 1" HIGHER THAN ADJACENT MULCH

SURFACE ELEVATIONS
6" CURB, 24" GUTTER

FL ELEVATION OR

ELEVATION

PER PLAN
DEPRESS FL BY 1"
6"
1"
MIN.

ELEVATION
6" 18" 6"
1"
R=3"
(P) FL
R = 3"

NON-WOVEN GEOTEXTILE

2.0'

MULCH SURFACE
2"
SPLASH
PAD

PRIME COAT

NEW AC PAVEMENT
PER PER DETAIL 1,
SHEET C-502 AND

GEOTECHNICAL
REPORT
NEW AGG. BASE PER
DETAIL 1, SHEET C-502 AND

GEOTECHNICAL REPORT
SAWCUT

EXISTING

PAVEMENT

TACK COAT
12" SUBGRADE SCARIFIED
(95% COMPACTION)
NOTE:

1. FINAL LIFT OF ASPHALT SECTION AT THRU LANE FULL DEPTH

REPLACEMENT LOCATIONS SHALL BE COORDINATED AND PLACED

CONCURRENT WITH GRIND AND OVERLAY OPERATIONS SO THAT

FULL CURB TO CURB ASPHALT DIMENSIONS ARE PLACED IN A SINGLE PAVING OPERATION TO REDUCE JOINTS IN ASPHALT.

NEW AC PAVEMENT

PER GRIND AND

OVERLAY

REQUIREMENTS
SEE NOTE 1 SEE NOTE 1

GRIND AND

OVERLAY

FULL DEPTH

RECONSTRUCTION

NEW ASPHALT

PAVEMENT,
PER DETAIL 1,

THIS SHEET
CONCRETE PAVERS (3 1/8" THICK
MIN.) FINISH PER LANDSCAPING
SHEETS
BEDDING COURSE 2" THICK (TYP.

NO.8 AGGREGATE)
NOTES:

1. PERVIOUS PAVERS LOCATED FROM STA. 15+50 TO
STA. 24+00 SHALL BE LINED WITH IMPERMEABLE
PLASTIC LINER PER THIS DETAIL. PERVIOUS PAVERS

LOCATED OUTSIDE OF THIS RANGE SHALL BE

CONSTRUCTED WITH NON-WOVEN GEOTEXTILE PER
DETAIL 6, THIS SHEET.

2. MINIMUM INFILTRATION RATE OF SUBGRADE SHALL
BE 0.5 IN/HR

3. PATTERN TO BE APPROVED BY CITY

4. DEPTH OF PVC PIPE VARIES. SEE STORM DRAIN
PLANS FOR SLOPE AND INVERT ELEVATIONS.

HERRINGBONE

PATTERN
1% 1%

SEAL JOINT WITH JOINT

SEALANT, PER SPECIFICATIONS
CONCRETE CURB, MIN.
6" WIDE X 24" DEEP
GEOTEXTILE 12" WIDE,

TURN UP AGAINST CURB
TYP. NO.8 AGGREGATE

IN OPENING
8" TYPE A1-8 CONCRETE
CURB PER SPPWC STD 120-3
4" THICK PCC SIDEWALK
30 MIL IMPERMEABLE

PLASTIC LINER
6" PERFORATED PVC PIPE
8" SUBGRADE SCARIFIED
(90% COMPACTION)

FINISH, COLOR AND

PATTERN TO BE

APPROVED BY CITY
TYP. NO.8 AGGREGATE

IN OPENING
13 1/2" NO. 57 STONE
4 1/2" CALTRANS
CLASS 3 PERMEABLE
4" AGGREGATE BASE
(95% COMPACTION)
45°
90°
160°
80°
CL

PERFORATION,
TYPICAL OF 4,
3/8" DIA. MIN.

NOTES:

1. HOLES SHALL BE SPACED 5" MAX. ON CENTER DOWN THE LENGTH OF THE PIPE.

2. EACH ROW OF PERFORATIONS SHALL BE ARRANGED AS SHOWN IN THIS CROSS SECTION.

3. UNDERDRAINS LOCATED OUTSIDE OF PERVIOUS PAVER AREAS SHALL BE SOLID WALL PVC PIPE.

4. PERFORATIONS ONLY ALLOWED WITHIN LIMITS OF DRAINAGE STONE NOTE:

1. SUBGRADE SHALL BE SCARIFIED, MOISTURE-CONDITIONED, AND RECOMPACTED PER THE PROJECT GEOTECHNICAL REPORT.

2. ASPHALT SHALL BE PLACED AND COMPACTED IN LIFTS NOT EXCEEDING 3".

TACK COAT TO BE APPLIED BETWEEN LAYERS.

3. BASE SHALL BE PLACED AND COMPACTED IN LIFTS NOT EXCEEDING 6".

4. FINAL ASPHALT LIFT SHALL BE PLACED AT TIME OF GRIND AND OVERLAY

OPERATIONS TO REDUCE LONGITUDINAL JOINTS AND CREATE
CONSISTENT ASPHALT MAT.
(R-VALUE=30, TI=8)

SEE GEOTECHNICAL REPORT FOR

STRUCTURAL SECTION REQUIRED
FOR VARIOUS TI RATINGS.

CITY TO PROVIDE FINAL TI

REQUIREMENTS AT TIME OF BID
AND CONSTRUCTION.

PRIME COAT

5.0" HOT MIX ASPHALT -
(95% COMPACTION ASTM D1557)

10.5" AGGREGATE BASE -
(95% COMPACTION)
12" SUBGRADE. SEE NOTE 1.
(95% COMPACTION)

NEW ASPHALT

PAVEMENT,
PER DETAIL 1,

THIS SHEET
1% 1%

NON-WOVEN GEOTEXTILE
6" PERFORATED PVC PIPE
6" ASTM C-33
(85% MIN., 89% MAX COMPACTION
PER ASTM D-1556)
8" SUBGRADE SCARIFIED
(90% COMPACTION)
TYP. NO.8 AGGREGATE

IN OPENING

HERRINGBONE

PATTERN

FINISH, COLOR AND

PATTERN TO BE

APPROVED BY CITY
CONCRETE PAVERS (3 1/8" THICK
MIN.) FINISH PER LANDSCAPING
SHEETS
BEDDING COURSE 2" THICK (TYP.

NO.8 AGGREGATE)
8" TYPE A1-8 CONCRETE
CURB PER SPPWC STD 120-3
4" THICK PCC SIDEWALK
4 1/2" CALTRANS
CLASS 3 PERMEABLE
4" AGGREGATE BASE
(95% COMPACTION)
13 1/2" NO. 57 STONE

SEAL JOINT WITH JOINT

SEALANT, PER SPECIFICATIONS
CONCRETE CURB, MIN.
6" WIDE X 24" DEEP
GEOTEXTILE 12" WIDE,

TURN UP AGAINST CURB
TYP. NO.8 AGGREGATE

IN OPENING
NOTES:

1. PERVIOUS PAVERS LOCATED FROM STA. 15+50 TO
STA. 24+00 SHALL BE LINED WITH IMPERMEABLE
PLASTIC LINER PER DETAIL 3, THIS SHEET.

PERVIOUS PAVERS LOCATED OUTSIDE OF THIS

RANGE SHALL BE CONSTRUCTED WITH NON-WOVEN
GEOTEXTILE PER THIS DETAIL.

2. MINIMUM INFILTRATION RATE OF SUBGRADE SHALL
BE 0.5 IN/HR

3. PATTERN TO BE APPROVED BY CITY

4. DEPTH OF PVC PIPE VARIES. SEE STORM DRAIN
PLANS FOR SLOPE AND INVERT ELEVATIONS.

MARK DATE DESCRIPTION BY Project No.:
www.tetratech.com
Checked By:

Drawn By:

Designed By: 2/20/2025 6:45:41 PM - C:\_AD\ACCDOCS\TETRA TECH INC\200-73157-18001-02-MERCEDAVE\PROJECT FILES\CAD\SHEETFILES\C-502_DETAILS.DWG - PHAM, NHUT 1 A
2 3 4 5 6 7
B
C
D
E
F
Bar Measures 1 inch
Copyright: Tetra Tech

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
60% SUBMITTAL
200-73157-18001-02
MERCED AVENUE GREENWAY PHASE 2

CITY OF SOUTH EL MONTE
711 TANK FARM RD, SUITE 110
SAN LUIS OBISPO, CA 93402
PHONE: (805) 542-9052 of
1415 SANTA ANITA AVENUE
SOUTH EL MONTE, CA 91733
4 NTS
2 NTS
3 NTS
5 NTS
6 NTS
C-502

DETAILS
EP

NP/CM/RA

NP/CM/RA
Sheet 30
1 NTS

CURB OPENING WITH SPLASH PAD

PERVIOUS PAVERS - LINED
TYPICAL 6" PERFORATED UNDERDRAIN PERVIOUS PAVERS - UNLINED ASPHALT CONCRETE PAVEMENT JUNCTURE OF NEW PVMT. TO EX. PVMT. 80% DESIGN - NOT FOR CONSTRUCTION Page 334 of 383
FLOW

EXTERIOR WALL FACE

VARIES PER

PRODUCT

BILL NOTCH
BILL
SADDLE
MIN. AS RECOMMENDED BY

MANUFACTURER

FLEXIBLE RUBBER BOOT OR A-LOK SEAL

ANCHOR TO PIPE WALL

PER MANUFACTURER
REQUIREMENTS (TYP OF 4)
12" PVC PIPE (SDR 35)

PER PLAN

INTERIOR WALL FACE

CHECKMATE BACKFLOW PREVENTOR, TIDEFLEX

DUCKBILL BACKFLOW PREVENTOR, OR APPROVED
EQUAL. INSTALLATION PER MANUFACTURER
REQUIREMENTS. SIZE VARIES PER PRODUCT.

EXISTING CONCRETE CATCH BASIN OR

MANHOLE

BACKFLOW PREVENTER DETAIL
1'-0" x 1'-0" CONCRETE COLLAR (TYP)

PENETRATION SEAL AT WALL

PER DETAIL ON THIS SHEET
#4 @ 9" O.C., 3" CLR (TYP)
2 - #4 CIRCULAR TIES, 3" CLR (TYP)
FLOW
12" PVC PIPE (SDR 35)

PER PLAN

EXTERIOR WALL FACE

EXISTING CONCRETE CATCH BASIN

OR MANHOLE

INSTALL BACKFLOW

PREVENTER PER DETAIL
BELOW
NOTE:

1. HDPE SLEEVE IS NOT REQUIRED IF UTILITY LATERAL IS BELOW THE LINER.

2. INCLUDE SLEEVE WITHIN PERVIOUS PAVEMENT SIMILAR TO THIS DETAIL.

CONCRETE

SIDEWALK
30 MIL IMPERMEABLE

PLASTIC LINER OR

NON-WOVEN GEOTEXTILE
EXISTING UTILITY 6"

LATERAL
EXTEND SLEEVE 6" PAST LINER

EXTENTS AND FOR PERVIOUS

PAVEMENT, AS REQUIRED

CUT UTILITY LATERAL AS REQUIRED

TO INSTALL HDPE PIPE WITH FUSION
WELDED JOINTS PER AWWA C906-99

HDPE PIPE SLEEVE WITH FUSION
WELDED JOINTS PER AWWA C906-99
2" IN DIAMETER LARGER THAN

UTILITY LATERAL

PROPOSED

PERMEABLE
PAVERS

PROPOSED EDGE

RESTRAINT

PROPOSED ASPHALT

PAVEMENT

PROPOSED CURB

PER PLAN

CONCRETE
WALL

APPLY GUN GRADE

ELASTOMERIC SEALANT IN

ANNULAR SPACE

DRYPACK
1" MAX. ANNULAR SPACE

ALL AROUND PIPE

C PIPE OR CONDUIT L

PERVIOUS PAVERS AC PAVEMENT
SECTION 6"
6"
R = 2" FIELD-WELD PERIMETER PER
MANUFACTURER'S RECOMMENDATIONS 6" 6"
2"
12"
ADDITIONAL LINER MATERIAL.

WRAP AROUND PIPE. OVERLAP

MATERIAL BY HALF THE DIAMETER
OF PENETRATING PIPE.

STAINLESS STEEL HOSE
CLAMPS. SIZE PER
PENETRATING PIPE SIZE.
2 TOTAL.

PROVIDE ADHESIVE TO

JOIN LINER TO PIPE

ALONG CIRCUMFERENCE
OF PIPE (TYP.)

FIELD-WELD PER LINER

MANUFACTURER'S

RECOMMENDATIONS ALONG ENTIRE

PERIMETER AS WELL AS WHERE

THE ADDITIONAL LINER IS WRAPPED

AROUND PENETRATING PIPE

HOLE CUT FOR

PENETRATION

PIPE PENETRATING
LINER
30 MIL PLASTIC LINER

OR NON-WOVEN

GEOTEXTILE
NOTE:

1. THIS DETAIL SHALL BE USED FOR ALL

UTILITY CROSSINGS THROUGH THE

PERVIOUS PAVEMENT SECTIONS AND

ALL NEW STORM DRAIN PIPE

ENTERING AND EXITING THESE
AREAS.

PIPE PENETRATING
LINER

ADDITIONAL LINER

AT PENETRATION
30 MIL PLASTIC LINER OR

NON-WOVEN GEOTEXTILE

STAINLESS STEEL

HOSE CLAMP

OVERLAP MATERIAL BY

HALF THE DIAMETER OF

PENETRATING PIPE VARIES

PVC SCREW ON PLUG
(OMIT WHERE SUB-DRAIN LINE

CONTINUES BEYOND CLEANOUT
STRUCTURE "Y" PER PLAN)
6" PVC

UNDERDRAIN

PER PLAN

INSTALL
45° BEND
INSTALL PVC SCH. 40 WYE
BRANCH

NEW PAVEMENT

0.5% MIN.

NOTE:

MAX SPACING BETWEEN

CLEANOUTS SHALL BE NO
MORE THAN 100' OR AS

OTHERWISE SHOWN
6"
6" MIN.

PROVIDE CONCRETE

AGAINST PLUG

INSTALL ALHAMBRA FOUNDRY
A-1241 CAST IRON FRAME AND

COVER, OR APPROVED EQUAL, LID
SHALL BE STAMPED "CLEANOUT"
INSTALL 1/2" CAST IRON

CAP WITH FINGER HOLE

IN CENTER

ASPHALT CONCRETE

PAVEMENT PER PLAN

STORMWATER

STORAGE MODULE

NON-WOVEN GEOTEXTILE

FABRIC SURROUNDING

MODULES AND STONE/SOIL

INTERFACE

INLET STORM PIPE,

INVERT PER PLAN
1' MIN. 6" MIN 11' MAX.

SUBGRADE PER SPECIFICATIONS
3/4" ANGULAR STONE
SHORING (TYP.)
NOTES:

1. ALL MODULES AND APPURTENANCES SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS BY THE CONTRACTOR.

2. UNDERGROUND INFILTRATION GALLERY INVERT ELEVATIONS PROVIDED ON PLANS FOR REFERENCE.

ACTUAL ELEVATION SHALL BE DETERMINED BY APPROVED INFILTRATION GALLERY MANUFACTURER.

3. LIMITS OF EXCAVATION SHALL BE A 1' MIN. SETBACK FROM INFILTRATION MODULE LIMITS UNLESS OTHERWISE REQUIRED BY MANUFACTURER AND APPROVED BY ENGINEER.

4. ALL PIPE CONNECTIONS SHALL BE EXTENDED AND TRIMMED AS NEEDED.

5. INFILTRATION GALLERY FOOTPRINT MAY DEVIATE SLIGHTLY FROM WHAT IS SHOWN ON PLANS PROVIDED THAT THE MINIMUM STORAGE VOLUME IS ACHIEVED, THE FOOTPRINT MAINTAINS A 10' MIN. CLEARANCE FROM WATER LINES, AND THE REVISED LAYOUT IS APPROVED BY THE ENGINEER. CONTRACTOR SHALL COORDINATE EXISTING UTILITIES WITH THE VENDOR.

6. OBSERVATIONS PORTS SHALL BE INSTALLED AS REQUIRED BY THE MANUFACTURER. COVER VARIES (2' MIN.) MARK DATE DESCRIPTION BY Project No.:
www.tetratech.com
Checked By:

Drawn By:

Designed By: 2/20/2025 6:45:46 PM - C:\_AD\ACCDOCS\TETRA TECH INC\200-73157-18001-02-MERCEDAVE\PROJECT FILES\CAD\SHEETFILES\C-503_DETAILS.DWG - PHAM, NHUT 1 A
2 3 4 5 6 7
B
C
D
E
F
Bar Measures 1 inch
Copyright: Tetra Tech

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
60% SUBMITTAL
200-73157-18001-02
MERCED AVENUE GREENWAY PHASE 2

CITY OF SOUTH EL MONTE
711 TANK FARM RD, SUITE 110
SAN LUIS OBISPO, CA 93402
PHONE: (805) 542-9052 of
1415 SANTA ANITA AVENUE
SOUTH EL MONTE, CA 91733
4 INFILTRATION GALLERY
NTS
2 CLEANOUT
NTS
3 PIPE CONNECTION TO EX MANHOLE OR CATCH BASIN
NTS
5 UTILITY CROSSING THROUGH LINER
NTS
6 NTS
C-503

DETAILS
EP

NP/CM/RA

NP/CM/RA
Sheet 31
1 PIPE SEALANT AT LINERS
NTS

PENETRATION SEAL AT WALL
80% DESIGN - NOT FOR CONSTRUCTION Page 335 of 383
3"
8" CURB & GUTTER
(BEYOND)

DEPRESSED FLOW LINE

AT CURB OPENING PER
DETAIL 4, SHEET C-502

AC PAVEMENT

CONCRETE SIDEWALK

WITH THICKENED
EDGE PER DETAIL 2,

THIS SHEET
NOTES:

1. PLANTERS SHALL BE DEPRESSED AT LOCATIONS AS INDICATED ON THE PLANS.

2. PLANTERS SHALL BE DEPRESSED WHERE PLANTERS ARE

ADJACENT TO CURB OPENINGS, CURB INLETS, CURB DRAINS, OR PARKWAY DRAINS.

SPLASH PAD PER
DETAIL 4, SHEET C-502

PLANTER AREA
(WIDTH VARIES PER PLAN)
1 1
NOTES:

1. THICKENED EDGE SHALL BE CONSTRUCTED WHERE SIDEWALK IS ADJACENT TO A PLANTER AREA.

2. SUBGRADE SHALL BE SCARIFIED, MOISTURE-CONDITIONED, AND RECOMPACTED PER THE PROJECT GEOTECHNICAL REPORT.
4" PCC SIDEWALK
4" AGGREGATE BASE
(95% COMPACTION)
12" SUBGRADE, SEE NOTE 2
(95% COMPACTION)
18"
6" MIN.

PLANTER AREA
SLOPE PER PLAN, 0.5% MIN

HORIZONTAL

DISTANCE PER PLAN
INSTALL 45° BEND
42" Ø RCP
INFILTRATION CHAMBER PER C-504, DTL 1

INSTALL CONCRETE COLLAR FOR

SECTIONS OF PIPE WITH LESS
THAN 3 ' COVER
6" SOLID PVC PIPE 1' MIN

CONNECT TO CLEANOUT PER
DETAIL 3, THIS SHEET
SLOPE PER PLAN, 0.5% MIN
INSTALL 45° BEND
10 3/4" Ø

WATER LINE
INFILTRATION CHAMBER PER C-504, DTL 1

INSTALL CONCRETE COLLAR FOR

SECTIONS OF PIPE WITH LESS
THAN 3 ' COVER
6" SOLID PVC PIPE 1' MIN
5' MIN

HORIZONTAL DISTANCE PER PLAN

CONNECT TO CLEANOUT PER
DETAIL 3 THIS SHEET VARIES

PVC SCREW ON PLUG
(OMIT WHERE SUB-DRAIN LINE

CONTINUES BEYOND CLEANOUT
STRUCTURE "Y" PER PLAN)
6" PVC CROSS

TEE PER PLAN
INSTALL PVC SCH. 40 WYE
BRANCH

PERVIOUS PAVERS
PER DETAIL 3, SHEET
C-502
NOTE:

MAX SPACING BETWEEN

CLEANOUTS SHALL BE NO
MORE THAN 100' OR AS

OTHERWISE SHOWN
6"
6" MIN.

INSTALL ALHAMBRA FOUNDRY
A-1241 CAST IRON FRAME AND

COVER, OR APPROVED EQUAL, LID
SHALL BE STAMPED "CLEANOUT"
INSTALL 1/2" CAST IRON

CAP WITH FINGER HOLE

IN CENTER

CONTRACTOR TO INSTALL

HORIZONTAL BEND & FITTING AS
NEEDED TO CONNECT 6"

PERFORATED UNDERDRAIN TO

CROSS TEE

NEW ASPHALT

PAVEMENT,
PER DETAIL 1,
SHEET C-502
INSTALL 45° BEND

PROVIDE

CONCRETE

AGAINST PLUG
30 MIL IMPERMEABLE PLASTIC LINER

PIPE PENETRATION
CONCRETE CURB, MIN.
6" WIDE X 24" DEEP
6" SOLID PIPE PER PLAN
MARK DATE DESCRIPTION BY Project No.:
www.tetratech.com
Checked By:

Drawn By:

Designed By: 2/20/2025 6:45:51 PM - C:\_AD\ACCDOCS\TETRA TECH INC\200-73157-18001-02-MERCEDAVE\PROJECT FILES\CAD\SHEETFILES\C-504_DETAILS.DWG - PHAM, NHUT 1 A
2 3 4 5 6 7
B
C
D
E
F
Bar Measures 1 inch
Copyright: Tetra Tech

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
60% SUBMITTAL
200-73157-18001-02
MERCED AVENUE GREENWAY PHASE 2

CITY OF SOUTH EL MONTE
711 TANK FARM RD, SUITE 110
SAN LUIS OBISPO, CA 93402
PHONE: (805) 542-9052 of
1415 SANTA ANITA AVENUE
SOUTH EL MONTE, CA 91733
C-504

DETAILS

NP/CM/RA

NP/CM/RA
EP
Sheet 32
1 DEPRESSED PLANTER
NTS
4 UNDERDRAIN STORM DRAIN PIPE CROSSING
NTS
2 CONCRETE SIDEWALK WITH THICKENED EDGE
NTS
3 CLEANOUT WITH CROSS TEE
NTS
5 UNDERDRAIN WATER LINE CROSSING
NTS
80% DESIGN - NOT FOR CONSTRUCTION Page 336 of 383
MARK DATE DESCRIPTION BY Project No.:

Checked By:Drawn By:Designed By:
2/20/2025 12:39:40 PM - N:\SHARED\PROJECTS\2024\2024.187 SOUTH EL MONTE, CA MERCED\CAD\01_PLANS\2024-187_T-SPM.DWG - KEVIN KIM 1 A 2 3 4 5 6 7 BCDEF Bar Measures 1 inch Copyright: Tetra Tech UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE YOU DIG DIAL TOLL FREE AT LEAST TWO DAYS 811 617 W 7th Street, #1103 | Los Angeles, CA 90017 213-489-7443 | altago.com www.tetratech.com 711 TANK FARM RD, SUITE 110 SAN LUIS OBISPO, CA 93402 PHONE: (805) 542-9052 60% SUBMITTAL 200-73157-18001-02 MERCED AVENUE GREENWAY PHASE 2 CITY OF SOUTH EL MONTE of 1415 SANTA ANITA AVENUE SOUTH EL MONTE, CA 91733 NOT FOR CONSTRUCTION SS-01 SIGNING AND STRIPING PLAN NOTES AND LEGEND MS MS MF/ KK REMOVE EXISTING MARKINGS INSTALL 12" LIMIT LINE PER CALTRANS STD PLAN A24G INSTALL CONTINENTAL CROSSWALK PER CALTRANS STD PLAN A24F INSTALL 6" WHITE BIKE LANE STRIPE PER CALTRANS STD PLAN A20D, DETAIL 39 INSTALL 6" DASHED BIKE LANE STRIPE PER CALTRANS STD PLAN A20D, DETAIL 39A INSTALL DOUBLE YELLOW CENTERLINE STRIPE PER CALTRANS STD PLAN A20A, DETAIL 22 INSTALL TWO WAY LEFT TURN LANES PER CALTRANS STD PLAN A20B, DETAIL 32 INSTALL TYPE IV (L) ARROW PAVEMENT MARKING PER CALTRANS STD PLAN A24A INSTALL BICYCLE LANE PAVEMENT MARKING WITH ARROW PER CALTRANS STD PLAN A24C AND DETAIL 03, SHEET SS-04 INSTALL "STOP" PAVEMENT MARKING PER CALTRANS STD PLAN A24D INSTALL GREEN-BACKED SHARROW PER DETAIL 05, SHEET SS-04 INSTALL "ONLY" PAVEMENT MARKING PER CALTRANS STD PLAN A24E INSTALL BICYCLE DRIVEWAY APPROACH MARKING THERMOPLASTIC AND DASHED WHITE STRIPE PER DETAIL 02, SHEET SS-04 INSTALL BICYCLE LANE CONFLICT MARKING PER DETAIL 01, SHEET SS-04 INSTALL 4" WHITE LANE EDGE STRIPE PER CALTRANS STD PLAN A20B, DETAIL 27B INSTALL 8" CHANNELIZING LANE LINES PER CALTRANS STD PLAN A20D, DETAIL 38A INSTALL TYPE IV (R) ARROW PAVEMENT MARKING PER CALTRANS STD PLAN A24A STRIPING NOTES 1 NEW SINGLE SIDED SIGN AND POST SIGNING NOTES SALVAGE AND RELOCATE EXISTING SIGN AND POST 2 NEW SIGN ON EXISTING POST, EXISTING SIGN TO REMAIN, UNLESS NOTED OTHERWISE 34 PROTECT IN PLACE EXISTING SIGN AND POST 5 REMOVE EXISTING SIGN AND POST 1. LOCATION OF ALL SIGNS AND MARKINGS SHALL BE VERIFIED IN FIELD BY ENGINEER BEFORE INSTALLATION. 2. ALL STRIPING AND MARKINGS SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION, SECTION 84-3. 3. EXISTING MARKINGS THAT CONFLICT WITH NEW MARKINGS SHALL BE REMOVED BY GRINDING AND DEBRIS COLLECTED BY A VACUUM. 4. ALL EXISTING TRAFFIC STRIPES, PAVEMENT, AND MARKINGS TO REMAIN SHALL BE REPAIRED OR RESTORED TO NEW CONDITION. ALL EXISTING SIGNS NOT INDICATED AS REMOVED OR RELOCATED ON THIS PLAN BUT REQUIRED TO REMOVE FOR CIVIL WORK SHALL BE RELOCATED TO NEAREST APPROPRIATE AREA AVAILABLE PER NEW CIVIL WORK. 5. THIS PLAN IS ACCURATE FOR SIGNING AND STRIPING WORK ONLY. 6. CONTRACTOR SHALL ALLOCATE AT LEAST FOUR DAYS CURING TIME BETWEEN APPLICATION OF SLURRY SEAL AND APPLICATION OF THERMOPLASTIC STRIPING WHERE APPLICABLE. 7. PROTECT IN PLACE ALL SIGNAGE NOT IDENTIFIED IN THIS PLAN. GENERAL NOTES 145678910121314151617181911 INSTALL "AHEAD" PAVEMENT MARKING PER CALTRANS STD PLAN A24D 20 EXISTING SIGN PROPOSED SIGN R1-1 30" x 30" R4-4 36" x 30" R2-1 36" x 30" SIGN LEGEND SIGN SCHEDULE R3-7R 30" x 30" R81 (CA) 12" x 8" R1-3P 18" x 6" R26 (CA) 12" x 18" R118 (CA) 18" x 15" W73A (CA) 30" x 30" W74 (CA) 30" x 30" W3-1 30" x 30" R2-1 (35) 36" x 30" BICYCLE LANE PAVEMENT MARKING PER DETAIL 1, SHEET C304 BICYCLE "STOP" PAVEMENT MARKING AND STOP BAR PER DETAIL 4, SHEET SS-04 GREEN BICYCLE LANE CONFLICT ZONE MARKING PER DETAIL 1, SHEET SS-04 BICYCLE DRIVEWAY CONFLICT ZONE MARKING PER DETAIL 2, SHEET SS-04 CONTINENTAL CROSSWALK PAVEMENT MARKINGS RED CURB LEGEND Sheet 33 80% DESIGN - NOT FOR CONSTRUCTION

MARK DATE DESCRIPTION BY Project No.:

Checked By:Drawn By:Designed By:
2/20/2025 12:39:56 PM - N:\SHARED\PROJECTS\2024\2024.187 SOUTH EL MONTE, CA MERCED\CAD\01_PLANS\2024-187_T-SPM.DWG - KEVIN KIM 1 A
2 3
4 5
6 7
B
CD
E
F Bar Measures 1 inch
Copyright: Tetra Tech UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE YOU DIG DIAL TOLL FREE AT LEAST TWO DAYS 811 617 W 7th Street, #1103 | Los Angeles, CA 90017 213-489-7443 | altago.com www.tetratech.com 711 TANK FARM RD, SUITE 110 SAN LUIS OBISPO, CA 93402 PHONE: (805) 542-9052 60% SUBMITTAL 200-73157-18001-02 MERCED AVENUE GREENWAY PHASE 2 CITY OF SOUTH EL MONTE of 1415 SANTA ANITA AVENUE SOUTH EL MONTE, CA 91733 NOT FOR CONSTRUCTION SCALE PLAN SCALE FEET 40 0 20 40 80 SS-02 SIGNING AND STRIPING PLAN MS MS MF/KK MATCH LINE-2 SEE SHT SS-03 MATCH LINE-1 SEE BELOW LEFT
MATCH LINE-1 SEE ABOVE RIGHT
WM WM
x
x
x
x

WMWM WM
WM
WM

WM WM WM
SS
SS

FHV GMGM GM GM GM
x
x
x
x
x
x BOL
x BOL
x BOL
x
x
x
x
x
x
x
x GM FDC
FDC

ICV BOL
8' 6'
2'
12' 11'
2'
6' 8' MERCED AVE

FERN ST EX R/W
11' MERCED AVE EX R/W
66'
80' 12' TYP. 20 TYP
CITY OF SOUTH EL MONTE 10
+00 11
+00 12
+00 13
+00 14
+00 15
+00 16
+00 17
+00 18
+00 19
+00 R/C R/C R/C R/C R/C 10 TYP
1 R4-4 19 82 LF
3 R3-7R & R118 (CA) 17 19 50 LF
4 (R1-1 & R1-3P)
3 (MONUMENT) & R81 (CA)
3 (R2-1 (35) & R26 (CA) ) 11 TYP 14 TYP
8 200 LF 15 414 SF
6 22 LF 18 22 LF 15 211 SF 15 228 SF 15 132 SF
6 29 LF 18 29 LF
6 26 LF 18 26 LF
6 34 LF 18 34 LF
6 26 LF 18 26 LF
6 26 LF 18 26 LF 15 192 SF 15 168 SF 15 132 SF
6 55 LF 18 55 LF 15 204 SF
6 76 LF 18 76 LF 19 LF
6 19 LF 18 15 285 SF
6 43 LF 18 43 LF 15 231 SF
9 586 LF
6 34 LF 15 566 SF 10 TYP
6 19 LF 18 19 LF 15 108 SF
6 27 LF 18 27 LF 15 84 SF
4 (W3-1)
6 47 LF 18 47 LF 15 111 SF
6 67 LF 18 67 LF
5 (W74 (CA)) 15 228 SF
6 33 LF 18 33 LF
5 (W74 (CA))
6 121 LF 18 121 LF 15 167 SF 15 180 SF
5 (R3-7R) 19 100 LF 16 50 LF
4 (R1-1 & R1-3P)
4 39 LF
5 130 SF
4 (R26 (CA)) 13 (R1-1 & R1-3P)
4 50 LF 16 ( R26 (CA) & MONUMENT)
4 100 LF
8 1
11' 11' 5' 5' 8' 10' 13' 100'
4 31 LF
4 (R1-1 & R1-3P)
6'

CITY OF EL MONTE
REMOVE R81 (CA)
& R118 (CA) WM WM

WM WM WM
WMWM
SS
FHV
SD
SD
SD
SD
GM
GM VLT
x
x
x
x
x
x
GM
x
x
x
x
x
x
x x
x
x
x
x
x
x
x
x
x
BOL
x
BOL GM
FDC
FDC
x
FDC
FDC
BOL
BOL
BOL x
FDC
PIV
BOL PB PB 8' 6' 12' 11'
2'
6' 8' 11' MERCED AVE MERCED AVE

KLINGERMAN ST
2' 00 20
+00 21
+00 22
+00 23
+00 24
+00 25
+00 26
+00 27
+00 28
+00 29 R/C R/C R/C R/C R/C R/C R/C 15 253 SF
6 21 LF 18 21 LF 18 26 LF
6 42 LF 15 132 SF 15 447 SF
4 (W3-1)
6 89 LF 18 89 LF 15 246 SF
6 39 LF 18 39 LF 19 100 LF 14 TYP 16 50 LF 12 TYP
4 (R1-1 & R1-3P)
4 19 LF
1 R81 (CA) 11 TYP
6 118 LF 18 47 LF
8 210 LF 15 255 SF 15 116 SF
6 35 LF 18 35 LF
6 19 LF 18 19 LF 15 199 SF
6 17 LF 18 17 LF 15 155 SF
6 21 LF 18 21 LF 15 299 SF 13 LF
6 13 LF 18 65 SF 15 35 LF
6 35 LF 18 204 SF 15
4 (W3-1)
6 36 LF 18 28 LF 15 310 SF
6 64 LF 18 46 LF 19 100 LF 15 423 SF 12 TYP 16 50 LF
4 30 LF
4 (R1-1 & R1-3P) 16 40 LF
5 168 SF
4 20 LF
4 (R26A (CA))
R81A (CA) 1 15 355 SF
6 36 LF 18 36 LF 15 202 LF
6 85 LF 18 85 LF 15 140 SF
6 49 LF 18 49 LF 15 123 SF
6 58 LF 18 41 LF 10 TYP 15 180 SF
4 (R2-1 (35))
9 251 LF
6 54 LF 18 54 LF 15 156 SF
6 21 LF 18 21 LF 15 121 SF
6 28 LF 18 28 LF
4 39 LF
2 (R1-1 & R1-3P)
79'
8' 8' 11' 12' 11'

1.5'

5.5' 8'
64' 12' TYP.
7'
5' 100' 100'
8'

5.5'

1.5'
4 (R1-1 & R1-3P)
4 R2-1 20 TYP REMOVE EXISTING MARKINGS INSTALL 12" LIMIT LINE PER CALTRANS STD PLAN A24G INSTALL CONTINENTAL CROSSWALK PER CALTRANS STD PLAN A24F INSTALL 6" WHITE BIKE LANE STRIPE PER CALTRANS STD PLAN A20D, DETAIL 39 AND DETAIL 04, SHEET SS-04 INSTALL 6" DASHED BIKE LANE STRIPE PER CALTRANS STD PLAN A20D, DETAIL 39A INSTALL DOUBLE YELLOW CENTERLINE STRIPE PER CALTRANS STD PLAN A20A, DETAIL 22 INSTALL TWO WAY LEFT TURN LANES PER CALTRANS STD PLAN A20B, DETAIL 32 INSTALL TYPE IV (L) ARROW PAVEMENT MARKING PER CALTRANS STD PLAN A24A INSTALL BICYCLE LANE PAVEMENT MARKING WITH ARROW PER CALTRANS STD PLAN A24C AND DETAIL 03, SHEET SS-04 INSTALL "STOP" PAVEMENT MARKING PER CALTRANS STD PLAN A24D INSTALL GREEN-BACKED SHARROW PER DETAIL 05, SHEET SS-04 INSTALL "ONLY" PAVEMENT MARKING PER CALTRANS STD PLAN A24E INSTALL BICYCLE DRIVEWAY APPROACH MARKING THERMOPLASTIC AND DASHED WHITE STRIPE PER DETAIL 02, SHEET SS-04 INSTALL BICYCLE LANE CONFLICT MARKING PER DETAIL 01, SHEET SS-04 INSTALL 4" WHITE LANE EDGE STRIPE PER CALTRANS STD PLAN A20B, DETAIL 27B INSTALL 8" CHANNELIZING LANE LINES PER CALTRANS STD PLAN A20D, DETAIL 38A INSTALL TYPE IV (R) ARROW PAVEMENT MARKING PER CALTRANS STD PLAN A24A STRIPING NOTES SIGNING NOTES R1-1 30" x 30" R4-4 36" x 30" R2-1 36" x 30" SIGN SCHEDULE R3-7R 30" x 30" R81 (CA) 12" x 8" R1-3P 18" x 6" R26 (CA) 12" x 18" R118 (CA) 18" x 15" W73A (CA) 30" x 30" W74 (CA) 30" x 30" W3-1 30" x 30" 1 NEW SINGLE SIDED SIGN AND POST SALVAGE AND RELOCATE EXISTING SIGN AND POST 2 NEW SIGN ON EXISTING POST,

EXISTING SIGN TO REMAIN, UNLESS NOTED OTHERWISE
3 4 PROTECT IN PLACE EXISTING SIGN AND POST
5 REMOVE EXISTING SIGN AND POST
1 4
5 6
78910121314151617181911 INSTALL "AHEAD" PAVEMENT MARKING PER CALTRANS STD PLAN A24D 20 BICYCLE LANE PAVEMENT MARKING PER DETAIL 1, SHEET C304 BICYCLE "STOP" PAVEMENT MARKING AND STOP BAR PER DETAIL 4, SHEET SS-04 GREEN BICYCLE LANE CONFLICT ZONE MARKING PER DETAIL 1, SHEET SS-04 BICYCLE DRIVEWAY CONFLICT ZONE MARKING PER DETAIL 2, SHEET SS-04 CONTINENTAL CROSSWALK PAVEMENT MARKINGS RED CURB LEGEND EXISTING SIGN AND POST SIGN LEGEND PROPOSED SIGN ON EXISTING POST PROPOSED SIGN AND POST Sheet 34 80% DESIGN - NOT FOR CONSTRUCTION

MARK DATE DESCRIPTION BY Project No.:

Checked By:Drawn By:Designed By:
2/20/2025 12:40:24 PM - N:\SHARED\PROJECTS\2024\2024.187 SOUTH EL MONTE, CA MERCED\CAD\01_PLANS\2024-187_T-SPM.DWG - KEVIN KIM 1 A 2 3 4 5 6 7 BCDEF Bar Measures 1 inch Copyright: Tetra Tech UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE YOU DIG DIAL TOLL FREE AT LEAST TWO DAYS 811 617 W 7th Street, #1103 | Los Angeles, CA 90017 213-489-7443 | altago.com www.tetratech.com 711 TANK FARM RD, SUITE 110 SAN LUIS OBISPO, CA 93402 PHONE: (805) 542-9052 60% SUBMITTAL 200-73157-18001-02 MERCED AVENUE GREENWAY PHASE 2 CITY OF SOUTH EL MONTE of 1415 SANTA ANITA AVENUE SOUTH EL MONTE, CA 91733 NOT FOR CONSTRUCTION SS-03 SIGNING AND STRIPING PLAN MS MS MF/ KK MATCH LINE-2 SEE SHT SS-02 SCALE PLAN SCALE FEET 40 0 20 40 80

WMWM WM WM WMWM
WM

WMWM WM WMWMWMWM
SS
SS SS
FHV
SD
SD
SD
TEL
IRV
SD
SL
TSTS
TS

SD VLT VLT VLT
FDC
PIV

PB WM BOL
BFP
BFP
BFP x
SD
FDC
FDC
FDC
BOL
FDC
BOL

BOL MERCED AVE
RUSH ST 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 R/C R/C R/C 6 22 LF 18 22 LF15 238 SF 6 44 LF 18 44 LF15 193 SF 6 72 LF 18 72 LF 15 236 SF 6 42 LF 18 42 LF 15 110 SF 6 99 LF 18 99 LF 15 134 SF 6 20 LF 15 181 SF 6 99 LF 18 99 LF 15 193 SF1 R81 (CA) 6 21 LF 1 R4-4 15 50 LF 13 TYP 8 165 LF 1 R3-7R & R118 (CA) 19 50 LF 14 16 75 LF 5 308 SF 5 1540 SF 5 308 SF 1 R81 (CA) 41 LF 6 18 35 LF 11 TYP 4 36 LF 15 209 SF 6 53 LF 18 23 LF 6 62 LF 15 188 SF 18 62 LF 15 160 SF 6 35 LF 18 62 LF 15 218 SF 6 110 LF 18 85 LF 15 170 SF 6 47 LF 18 37 LF 15 199 SF 9 596 LF 6 51 LF 18 27 LF 15 270 SF 6 72 LF 18 72 LF 15 99 SF 7 (R2-1 (35) & R26 (CA) ) 7 16 75 LF 10 TYP 17 TYP 64'
79'
12' 11'
15'
11'

1.5'

5.5'
8' 14'
8' 8' 5.5'

1.5'
11' 12' 11'

1.5'

5.5' 8'
14' 14' 100' 2 (R2-1 (35)) REMOVE EXISTING MARKINGS INSTALL 12" LIMIT LINE PER CALTRANS STD PLAN A24G INSTALL CONTINENTAL CROSSWALK PER CALTRANS STD PLAN A24F INSTALL 6" WHITE BIKE LANE STRIPE PER CALTRANS STD PLAN A20D, DETAIL 39 AND DETAIL 04, SHEET SS-04 INSTALL DOUBLE YELLOW CENTERLINE STRIPE PER CALTRANS STD PLAN A20A, DETAIL 22 INSTALL TWO WAY LEFT TURN LANES PER CALTRANS STD PLAN A20B, DETAIL 32 INSTALL TYPE IV (L) ARROW PAVEMENT MARKING PER CALTRANS STD PLAN A24A INSTALL BICYCLE LANE PAVEMENT MARKING WITH ARROW PER CALTRANS STD PLAN A24C AND DETAIL 03, SHEET SS-04 INSTALL "STOP" PAVEMENT MARKING PER CALTRANS STD PLAN A24D INSTALL GREEN-BACKED SHARROW PER DETAIL 05, SHEET SS-04 INSTALL "ONLY" PAVEMENT MARKING PER CALTRANS STD PLAN A24E INSTALL BICYCLE DRIVEWAY APPROACH MARKING THERMOPLASTIC AND DASHED WHITE STRIPE PER DETAIL 02, SHEET SS-04 INSTALL BICYCLE LANE CONFLICT MARKING PER DETAIL 01, SHEET SS-04 INSTALL 4" WHITE LANE EDGE STRIPE PER CALTRANS STD PLAN A20B, DETAIL 27B INSTALL 8" CHANNELIZING LANE LINES PER CALTRANS STD PLAN A20D, DETAIL 38A INSTALL TYPE IV (R) ARROW PAVEMENT MARKING PER CALTRANS STD PLAN A24A STRIPING NOTES 1 NEW SINGLE SIDED SIGN AND POST SIGNING NOTES EXISTING SIGN PROPOSED SIGN R4-4 36" x 30" R2-1 36" x 30" SIGN LEGEND SIGN SCHEDULE R3-7R 30" x 30" R81 (CA) 12" x 8" R118 (CA) 18" x 15" 145689101213141516171819114 PROTECT IN PLACE EXISTING SIGN AND POST SALVAGE AND RELOCATE EXISTING SIGN AND POST 2 R2-1 (35) 36" x 30" R26 (CA) 12" x 18" Sheet 35 80% DESIGN - NOT FOR CONSTRUCTION

MARK DATE DESCRIPTION BY Project No.: Checked By: Drawn By: Designed By:
2/20/2025 11:01:30 AM - N:\SHARED\PROJECTS\2024\2024.187 SOUTH EL MONTE, CA MERCED\CAD\01_PLANS\2024-187_T-SPM_DETAILS.DWG - RACHEL RIGSBEE 1 A 2 3 4 5 6 7 BCDEF Bar Measures 1 inch Copyright: Tetra Tech UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE YOU DIG DIAL TOLL FREE AT LEAST TWO DAYS 811 617 W 7th Street, #1103 | Los Angeles, CA 90017 213-489-7443 | altago.com www.tetratech.com 711 TANK FARM RD, SUITE 110 SAN LUIS OBISPO, CA 93402 PHONE: (805) 542-9052 60% SUBMITTAL 200-73157-18001-02 MERCED AVENUE GREENWAY PHASE 2 CITY OF SOUTH EL MONTE of 1415 SANTA ANITA AVENUE SOUTH EL MONTE, CA 91733 NOT FOR CONSTRUCTION PAVEMENT MARKING THERMOPLASTIC OR APPROVED EQUAL 6'-0" OR AS SHOWN ON PLANS (DO NOT EXTEND PAST EDGE OF GUTTER) 4'-0"
(OR PER PLANS)
4'-0" GAP
(OR PER PLANS) 6" WIDE STRIPE [WHITE] (CALTRANS DET 39A) IS OMITTED WHEN CONFLICT ZONE MARKINGS ARE AGAINST CURB/GUTTER 6" WIDE STRIPE [WHITE] (CALTRANS DET 39A) TYP. BOTH SIDES PAVEMENT MARKING THERMOPLASTIC OR APPROVED EQUAL 6'-0", 5'-5", OR AS SHOWN ON PLANS (DO NOT EXTEND PAST EDGE OF GUTTER) 4'-0"
(OR PER PLANS)
4'-0" GAP
(OR PER PLANS) 6" WIDE STRIPE [WHITE] (CALTRANS DET 39A) IS OMITTED WHEN CONFLICT ZONE MARKINGS ARE AGAINST CURB/GUTTER 6" WIDE STRIPE [WHITE] (CALTRANS DET 39A) TYP. BOTH SIDES 05 GREEN BACKED SHARROW NO SCALE 01 BICYCLE LANE CONFLICT ZONE MARKINGNO SCALE 02 BICYCLE DRIVEWAY APPROACH CONFLICT ZONE MARKING NO SCALE 04 BICYCLE BUFFER MARKING NO SCALE BIKE LANE ARROW PER CALTRANS STD PLAN A24A [WHITE] BIKE LANE SYMBOL WITH PERSON PER CALTRANS STD PLAN A24C [WHITE] 3'-4" 6'-6" 6'-0" 5'-0"
17'-6" 6" 1'-9" 03 BICYCLE LANE PAVEMENT MARKING NO SCALE SS-04 SIGNING AND STRIPING PLAN DETAILS MS MS MF/ KK

DIRECTION OF
VEHICULAR TRAVEL 6" WIDE DIAGONAL STRIPE [WHITE] PER CAMUTCD Figure 9C-104(CA) BIKE LANE LINE, TYP BOTH SIDES 6" WIDE STRIPE [WHITE] (CALTRANS STD PLAN A20D, DETAIL 39) 45° 20'-0" TYP. AS SHOWN ON PLANS EDGE OF PAVEMENT
5' WHITE SHARROW GREEN BIKE LANE COATING PER DETAIL 1, THIS SHEET 9'-3" 3'3"
4' 10' DIRECTION OF VEHICULAR TRAVEL LANE LINE
Sheet 36 80% DESIGN - NOT FOR CONSTRUCTION

Generated: 2025-01-16 16:36 P.O.C. NUMBER: 01 Water Source Information: FLOW AVAILABLE Water Meter Size: 1-1/4" Flow Available 75 GPM PRESSURE AVAILABLE Static Pressure at POC: 87 PSI Elevation Change: 1 ft Service Line Size: 3" Length of Service Line: 20 ft Pressure Available: 86 PSI DESIGN ANALYSIS Maximum Station Flow: 10.95 GPM Flow Available at POC: 75 GPM Residual Flow Available: 64.05 GPM Critical Station: B-1 Design Pressure: 25 PSI Friction Loss: 3.71 PSI Fittings Loss: 0.38 PSI Elevation Loss: 0 PSI Loss through Valve: 8.08 PSI Pressure Req. at Critical Station: 37.2 PSI Loss for Fittings: 3.67 PSI Loss for Main Line: 36.7 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Backflow: 0 PSI Loss for Water Meter: 0.1 PSI Critical Station Pressure at POC: 77.6 PSI Pressure Available: 86 PSI Residual Pressure Available: 8.39 PSI CRITICAL ANALYSIS SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL Rain Bird RWS-B-C-P Root Watering System with 4.0" diameter x 36.0" long with locking grate, semi-rigid mesh tube. Check Valve and Purple Grate. Rain Bird bubbler option as indicated: 1401 0.25 gpm, 1402 0.5 gpm, 1404 1.0 gpm, 1408 2.0 gpm. 44 3/IR-105 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL Rain Bird XCZ-100-PRB-R 1" Wide Flow Drip Control Kit for Commercial Applications. Purple Cap designates for Reclaimed Water, Non-Potable Use. 1" PESBR Valve and 1" Pressure Regulating 40psi Basket Filter. 0.3gpm to 20gpm. 4 8/IR-105 Rain Bird XCZ-150-LCDR 1-1/2" High Flow Control Zone Kit, for Large Commercial Drip Zones. 1-1/2" PESB-R Scrubber Globe Valve with single 1-1/2" Pressure Regulating (40psi) Quick-Check Basket Filters. Flow range: 15-62gpm. 4 7/IR-105 Area to Receive Dripline Netafim TLHCVXR-053-18-NP Techline HCVXR Pressure Compensating Landscape Dripline with Check Valve and Anti-Siphon feature. For Reclaimed Water only. 0.53 GPH emitters at 18" O.C. Dripline laterals spaced at 18" apart and min. 4"-6" below grade, with emitters offset for triangular pattern. 17mm. 4,671 lf 1/IR-105 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL Rain Bird 33-DNP 3/4" 3/4" Brass Quick-Coupling Valve, with Corrosion-Resistant Stainless Steel Spring, Locking Thermoplastic Non-Potable Purple Rubber Cover, and 2-Piece Body. 19 6/IR-105 Nibco T-113 Class 125 bronze gate shut off valve with wheel handle, same size as mainline pipe diameter at valve location. Size Range - 1/4" - 3" 1 3/IR-106 Buckner-Superior 3200-RW 1-1/2" Normally Closed Brass Master Valve that Provides Dirty Water Protection and No Minimum Flow Feature. Available in 3/4",1"1-1/2",2",2-1/2" and 3". Purple Cross Handle for Reclaimed Water Use. 1 5/IR-106 Febco 825Y 1" Reduced Pressure Backflow Preventer 1 1/IR-106 Hunter XCH-1200-SS Electromechanical controller, 12 stations, outdoor model, battery-powered. Stainless Steel Cabinet. For residential/commercial use. 4 5/IR-105 Hunter MINI-CLIK SG-MC Rain Sensor, with stainless steel Sensor Guard protection, mount as noted 4 6/IR-106 Hunter MINI-CLIK SG-MC Rain Sensor, with stainless steel Sensor Guard protection, mount as noted 4 6/IR-106 Calsense FM1.25-B 1 5/IR-106 Water Meter 1-1/4" 1 Irrigation Lateral Line: PVC Schedule 80-NP 26.1 lf 1401 1402 1404 1408 MV BFCRSRSFSM IRRIGATION SCHEDULE 4/IR-106 2/IR-105 2/IR-106 NUMBER MODEL SIZE TYPE GPM WIRE PSI PSI @ POC PRECIP A-1 Rain Bird XCZ-100-PRB-R 1" Area for Dripline 10.95 366.7 67.2 72.5 0.68 in/h A-2 Rain Bird XCZ-150-LCDR 1-1/2" Bubbler 4 362.3 31.9 1.52 in/h B-1 Rain Bird XCZ-100-PRB-R 1" Area for Dripline 5.08 309.6 37.2 77.6 0.64 in/h B-2 Rain Bird XCZ-150-LCDR 1-1/2" Bubbler 2 314.2 26.5 33.8 0.85 in/h C-1 Rain Bird XCZ-150-LCDR 1-1/2" Bubbler 2 11.1 28.0 28.6 1.51 in/h C-2 Rain Bird XCZ-100-PRB-R 1" Area for Dripline 5.5 17.3 46.6 0.66 in/h D-1 Rain Bird XCZ-150-LCDR 1-1/2" Bubbler 3 9.4 27.7 1.52 in/h D-2 Rain Bird XCZ-100-PRB-R 1" Area for Dripline 5.76 9.4 39.7 59.9 0.64 in/h Common Wire 5,164 VALVE SCHEDULE 4.0 lf Irrigation Mainline: PVC Schedule 40-NP 83.8 lf Pipe Sleeve: PVC Class 200 SDR 21 12,201 lf #" # Valve Number Valve Size Valve Flow Valve Callout # IRRIGATION LEGEND AND NOTES MARK DATE DESCRIPTION BY Project No.: Checked By: Drawn By: Designed By:
2/19/2025 11:41:04 AM - N:\SHARED\PROJECTS\2024\2024.187 SOUTH EL MONTE, CA MERCED\CAD\01_PLANS\2024.187_L-IRR.DWG - SAM ALIG 1 A 2 3 4 5 6 7 BCDEF Bar Measures 1 inch Copyright: Tetra Tech UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE YOU DIG DIAL TOLL FREE AT LEAST TWO DAYS 811 617 W 7th Street, #1103 | Los Angeles, CA 90017 213-489-7443 | altago.com www.tetratech.com 711 TANK FARM RD, SUITE 110 SAN LUIS OBISPO, CA 93402 PHONE: (805) 542-9052 60% SUBMITTAL 200-73157-18001-02 MERCED AVENUE GREENWAY PHASE 2 CITY OF SOUTH EL MONTE of 1415 SANTA ANITA AVENUE SOUTH EL MONTE, CA 91733 NOTE: 1. ALL BOXES RELATED TO IRRIGATION MUST HAVE LOCKABLE PURPLE LIDS. 2. IRRIGATION IS TO USE RECYCLED WATER AND POC IS 84PSI (FOR RECYCLED). IR-100 Sheet 37 80% DESIGN - NOT FOR CONSTRUCTION

1. THE CONTRACTOR SHALL REVIEW RELATED DRAWINGS AND SHALL ENSURE COORDINATION WITH ALL APPLICABLE TRADES PRIOR TO SUBMITTING BID. 2. THE IRRIGATION SYSTEM SHALL BE INSTALLED IN CONFORMANCE WITH ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES BY LICENSED CONTRACTORS AND EXPERIENCED WORKERS. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND FEES RELATING TO THE WORK. 3. PRIOR TO START OF WORK, THE CONTRACTOR SHALL TEST ALL EXISTING IRRIGATION SYSTEM COMPONENTS THAT WILL BE AFFECTED BY THE PROJECT. ANY EXISTING IRRIGATION SYSTEM COMPONENTS NOT FUNCTIONING AT THIS TIME SHALL BE RECORDED AND THE DEPARTMENT NOTIFIED. OTHERWISE THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT NO ADDITIONAL COST TO THE CITY, ANY DEFICIENCIES FOUND IN THE EXISTING IRRIGATION SYSTEM AT THE ACCEPTANCE OF THE IRRIGATION WORK. 4. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS A MINIMUM OF 18” FROM ADJACENT HARDSCAPE. AVOID ANY CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. PARALLEL PIPES MAY BE INSTALLED IN COMMON TRENCH. PIPES ARE NOT TO BE INSTALLED DIRECTLY ABOVE ONE ANOTHER. 5. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE CITY’S AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 6. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE THEMSELVES WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. THEY SHALL COORDINATE THEIR WORK WITH THE GENERAL CONTRACTOR AND OTHER SUBCONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, STRUCTURES, ETC. CONTRACTOR TO VERIFY THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO THE EXCAVATION OF TRENCHES. CONTRACTOR IS TO REPAIR ANY DAMAGE CAUSED BY THEIR WORK AT NO ADDITIONAL COST TO THE OWNER. 7. DUE TO THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC., WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL OF THEIR WORK AND PLAN THE WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC., AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEMS, PLANTING, AND ARCHITECTURAL FEATURES. 8. IRRIGATION CONTROL WIRE SHALL BE #14, U.L. APPROVED FOR DIRECT BURIAL. COMMON WIRE SHALL BE #14 U.L. APPROVED AND SHALL BE WHITE IN COLOR. WIRING TO INDIVIDUAL REMOTE CONTROL VALVES SHALL BE COLOR OTHER THAN WHITE. 9. EACH CONTROLLER SHALL HAVE ITS OWN INDEPENDENT GROUND WIRE. 10. REMOTE CONTROL VALVES SHALL BE WIRED TO CONTROLLER IN SEQUENCE AS SHOWN ON PLANS. RUN WIRE FROM EACH RCV TO THE CONTROLLER. SPLICING WIRES TOGETHER OUTSIDE OF VALVE BOXES WILL NOT BE PERMITTED. 11. SPLICING OF 24-VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. LEAVE A 36” COIL OF EXCESS WIRE AT EACH SPLICE AND 100 FEET ON CENTER ALONG WIRE RUN. TAPE WIRE IN BUNDLES 10 FEET ON CENTER. NO TAPING PERMITTED INSIDE SLEEVES. 12. INSTALL ONE (1) SPARE CONTROL WIRE FOR EVERY 6 (SIX) STATIONS ON THE CONTROLLER ALONG THE ENTIRE MAIN LINE. SPARE WIRES SHALL BE THE SAME COLOR (ONE WITH A WHITE STRIPE) AND OF A DIFFERENT COLOR THAN OTHER CONTROL WIRES. LOOP 36” EXCESS WIRE INTO EACH SINGLE VALVE BOX AND INTO ONE VALVE BOX IN EACH GROUP OF VALVES. 13. INSTALL VALVE BOXES MINIMUM 12” FROM AND PERPENDICULAR TO WALK, CURB, OR LANDSCAPE FEATURE. AT MULTIPLE VALVE BOX GROUPS, EACH BOX SHALL BE AN EQUAL DISTANCE FROM THE WALK, CURB, ETC. AND EACH BOX SHALL BE MINIMUM 12” APART. SHORT SIDE OF VALVE BOXES SHALL BE PARALLEL TO WALK, CURB, ETC. 14. REMOTE CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. THE CONTRACTOR SHALL STAKE OUT EACH REMOTE CONTROL VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY THE CITY REPRESENTATIVE PRIOR TO INSTALLATION OF ALL VALVES. FINAL LOCATION AND EXACT POSITIONING FOR REMOTE CONTROL VALVES AND ISOLATION VALVES SHALL BE DETERMINED BY THE CITY REPRESENTATIVE. MINOR MODIFICATIONS OF VALVE LOCATIONS AS REQUESTED BY THE COUNTY INSPECTOR SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. 15. LOCATE QUICK COUPLING VALVE 12” FROM HARDSCAPE AREA. 16. ALL MAIN LINES SHALL BE FLUSHED PRIOR TO THE INSTALLATION OF IRRIGATION HEADS. AT 30 DAYS AFTER INSTALLATION EACH SYSTEM SHALL BE FLUSHED TO ELIMINATE GLUE AND DIRT PARTICLES FROM THE LINES. 17. NOTIFY CITY INSPECTOR OF ANY ASPECTS OF LAYOUT THAT WILL PROVIDE INCOMPLETE OR INSUFFICIENT WATER COVERAGE OF PLANT MATERIAL AND DO NOT PROCEED UNTIL INSTRUCTIONS ARE OBTAINED. REPAIR ALL EXISTING MATERIALS DAMAGED DURING CONSTRUCTION. 18. LOCATE BUBBLERS ON UPHILL SIDE OF TREES. TREE BUBBLERS ARE FOR ESTABLISHMENT AND DROUGHT CONDITIONS. THEY ARE TO BE TURNED OFF AFTER TREES ARE ESTABLISHED AND TURNED ON DURING DROUGHT CONDITIONS. 19. IN ADDITION TO THE SLEEVES AND CONDUITS SHOWN ON THE DRAWINGS, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE INSTALLATION OF SLEEVES AND CONDUITS OF SUFFICIENT SIZE UNDER ALL PAVED AREAS. 20. SLEEVES SHALL BE MINIMUM 2X DIAMETER OF PIPE SLEEVES. ALL CONTROL WIRE SHALL BE INSTALLED IN A SEPARATE 2-INCH CONDUIT UNDER PAVING. SLEEVING SHALL EXTEND MINIMUM 12” BEYOND PAVING. 21. ALL EXCAVATIONS ARE TO BE FILLED WITH COMPACTED BACKFILL. CONTRACTOR TO REPAIR ALL SETTLED TRENCHES PROMPTLY, FOR A PERIOD OF 1 YEAR AFTER COMPLETION OF WORK. ADDITIONALLY, CONTRACTOR SHALL WARRANT THAT THE IRRIGATION SYSTEM WILL BE FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF 1 YEAR AFTER FINAL ACCEPTANCE OF WORK. 22. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE SHOWN ON THE IRRIGATION DRAWINGS. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE CITY’S AUTHORIZED REPRESENTATIVE. 23. IRRIGATION DEMAND: REFER TO SHEET IR-100. 24. OPERATE IRRIGATION CONTROLLER(S) BETWEEN THE HOURS OF 10:00 PM AND 7:00 AM. 25. IRRIGATION CONTRACTOR SHALL PROVIDE AND PAY FOR INSPECTION AND TESTING OF BACKFLOW PREVENTION DEVICE. INSPECTION SHALL BE PERFORMED BY AN INSPECTOR CERTIFIED BY LOS ANGELES COUNTY DEPARTMENT OF HEALTH SERVICES (LACDHS.) THE INSPECTION CERTIFICATION SHALL BE COMPLETED AND SUBMITTED TO THE WATER PURVEYOR, AND A COPY SHALL BE SUBMITTED TO THE COUNTY INSPECTOR AND LACDHS. 26. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 811 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. 27. ALL IRRIGATION INSTALLATION METHODS USED FOR RECYCLED WATER LINES AND EQUIPMENT MUST CONFORM TO CURRENT CALIFORNIA PLUMBING CODE. 28. ALL PIPE USED FOR RECYCLED WATER LINES AND EQUIPMENT MUST CONFORM TO TRENCHING AND COVER REQUIREMENTS OF CURRENT CALIFORNIA PLUMBING CODE. 29. ALL COMPONENTS OF THE IRRIGATION SYSTEM MUST CONFORM TO THE CURRENT CALIFORNIA PLUMBING CODE. IRRIGATION NOTES IRRIGATION LEGEND AND NOTES MARK DATE DESCRIPTION BY Project No.: Checked By: Drawn By: Designed By:
2/19/2025 11:41:11 AM - N:\SHARED\PROJECTS\2024\2024.187 SOUTH EL MONTE, CA MERCED\CAD\01_PLANS\2024.187_L-IRR.DWG - SAM ALIG 1 A 2 3 4 5 6 7 BCDEF Bar Measures 1 inch Copyright: Tetra Tech UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE YOU DIG DIAL TOLL FREE AT LEAST TWO DAYS 811 617 W 7th Street, #1103 | Los Angeles, CA 90017 213-489-7443 | altago.com www.tetratech.com 711 TANK FARM RD, SUITE 110 SAN LUIS OBISPO, CA 93402 PHONE: (805) 542-9052 60% SUBMITTAL 200-73157-18001-02 MERCED AVENUE GREENWAY PHASE 2 CITY OF SOUTH EL MONTE of 1415 SANTA ANITA AVENUE SOUTH EL MONTE, CA 91733 IR-101 Sheet 38 80% DESIGN - NOT FOR CONSTRUCTION

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CITY OF EL MONTE 10+00 11+00 12+00 13+00 14+00 SYMBOL MANUFACTURER/MODEL/DESCRIPTION Rain Bird RWS-B-C-P Root Watering System with 4.0" diameter x 36.0" long with locking grate, semi-rigid mesh tube. Check Valve and Purple Grate. Rain Bird bubbler option as indicated: 1401 0.25 gpm, 1402 0.5 gpm, 1404 1.0 gpm, 1408 2.0 gpm. SYMBOL MANUFACTURER/MODEL/DESCRIPTION Rain Bird XCZ-100-PRB-R 1" Wide Flow Drip Control Kit for Commercial Applications. Purple Cap designates for Reclaimed Water, Non-Potable Use. 1" PESBR Valve and 1" Pressure Regulating 40psi Basket Filter. 0.3gpm to 20gpm. Rain Bird XCZ-150-LCDR 1-1/2" High Flow Control Zone Kit, for Large Commercial Drip Zones. 1-1/2" PESB-R Scrubber Globe Valve with single 1-1/2" Pressure Regulating (40psi) Quick-Check Basket Filters. Flow range: 15-62gpm. Area to Receive Dripline Netafim TLHCVXR-053-18-NP Techline HCVXR Pressure Compensating Landscape Dripline with Check Valve and Anti-Siphon feature. For Reclaimed Water only. 0.53 GPH emitters at 18" O.C. Dripline laterals spaced at 18" apart and min. 4"-6" below grade, with emitters offset for triangular pattern. 17mm. SYMBOL MANUFACTURER/MODEL/DESCRIPTION Rain Bird 33-DNP 3/4" 3/4" Brass Quick-Coupling Valve, with Corrosion-Resistant Stainless Steel Spring, Locking Thermoplastic Non-Potable Purple Rubber Cover, and 2-Piece Body. Nibco T-113 Class 125 bronze gate shut off valve with wheel handle, same size as mainline pipe diameter at valve location. Size Range - 1/4" - 3" Buckner-Superior 3200-RW 1-1/2" Normally Closed Brass Master Valve that Provides Dirty Water Protection and No Minimum Flow Feature. Available in 3/4",1"1-1/2",2",2-1/2" and 3". Purple Cross Handle for Reclaimed Water Use. Febco 825Y 1" Reduced Pressure Backflow Preventer Hunter XCH-1200-SS Electromechanical controller, 12 stations, outdoor model, battery-powered. Stainless Steel Cabinet. For residential/commercial use. Hunter MINI-CLIK SG-MC Rain Sensor, with stainless steel Sensor Guard protection, mount as noted Hunter MINI-CLIK SG-MC Rain Sensor, with stainless steel Sensor Guard protection, mount as noted Calsense FM1.25-B Water Meter 1-1/4" Irrigation Lateral Line: PVC Schedule 80-NP 1401 1402 1404 1408 MV BFCRSRSFSM IRRIGATION SCHEDULE Irrigation Mainline: PVC Schedule 40-NP Pipe Sleeve: PVC Class 200 SDR 21 SCALE PLAN SCALE FEET 40 0 20 40 80

MATCH LINE - SEE ABOVE RIGHT
MATCH LINE - SEE BELOW LEFT MATCH LINE - SEE SHEET IR-103 IRRIGATION PLANS KEY MAP KLINGERMAN ST MERCED AVE RUSH ST MERCED AVE CITY OF EL MONTE FERN ST MERCED AVE CITY OF SOUTH EL MONTE MARK DATE DESCRIPTION BY Project No.: Checked By: Drawn By: Designed By:
2/19/2025 11:41:30 AM - N:\SHARED\PROJECTS\2024\2024.187 SOUTH EL MONTE, CA MERCED\CAD\01_PLANS\2024.187_L-IRR.DWG - SAM ALIG 1 A 2 3 4 5 6 7 BCDEF Bar Measures 1 inch Copyright: Tetra Tech UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE YOU DIG DIAL TOLL FREE AT LEAST TWO DAYS 811 617 W 7th Street, #1103 | Los Angeles, CA 90017 213-489-7443 | altago.com www.tetratech.com 711 TANK FARM RD, SUITE 110 SAN LUIS OBISPO, CA 93402 PHONE: (805) 542-9052 60% SUBMITTAL 200-73157-18001-02 MERCED AVENUE GREENWAY PHASE 2 CITY OF SOUTH EL MONTE of 1415 SANTA ANITA AVENUE SOUTH EL MONTE, CA 91733 NOTES: 1. PIPING AND EQUIPMENT SHOWN OUTSIDE OF PLANTING AREAS FOR GRAPHIC CLARITY ONLY. INSTALL WITHIN PLANTING AREAS WHEREVER POSSIBLE. 2. EQUIPMENT LOCATION SHOWN IS DIAGRAMMATIC. CONTRACTOR TO VERIFY BEST LOCATION IN FIELD. 3. FOR IRRIGATION EQUIPMENT REFER TO SCHEDULE ON SHEET IR-001 4. FOR PLANTING LEGEND SEE SHEET P-001 5. ALL BOXES RELATED TO IRRIGATION MUST HAVE LOCKABLE PURPLE LIDS. 6. IRRIGATION IS TO USE RECYCLED WATER AND POC IS 84PSI (FOR RECYCLED). IR-102 IR-102 Sheet 39 80% DESIGN - NOT FOR CONSTRUCTION

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KLINGERMAN ST 1" 20+00 21+00 22+00 23+00 24 SYMBOL MANUFACTURER/MODEL/DESCRIPTION Rain Bird RWS-B-C-P Root Watering System with 4.0" diameter x 36.0" long with locking grate, semi-rigid mesh tube. Check Valve and Purple Grate. Rain Bird bubbler option as indicated: 1401 0.25 gpm, 1402 0.5 gpm, 1404 1.0 gpm, 1408 2.0 gpm. SYMBOL MANUFACTURER/MODEL/DESCRIPTION Rain Bird XCZ-100-PRB-R 1" Wide Flow Drip Control Kit for Commercial Applications. Purple Cap designates for Reclaimed Water, Non-Potable Use. 1" PESBR Valve and 1" Pressure Regulating 40psi Basket Filter. 0.3gpm to 20gpm. Rain Bird XCZ-150-LCDR 1-1/2" High Flow Control Zone Kit, for Large Commercial Drip Zones. 1-1/2" PESB-R Scrubber Globe Valve with single 1-1/2" Pressure Regulating (40psi) Quick-Check Basket Filters. Flow range: 15-62gpm. Area to Receive Dripline Netafim TLHCVXR-053-18-NP Techline HCVXR Pressure Compensating Landscape Dripline with Check Valve and Anti-Siphon feature. For Reclaimed Water only. 0.53 GPH emitters at 18" O.C. Dripline laterals spaced at 18" apart and min. 4"-6" below grade, with emitters offset for triangular pattern. 17mm. SYMBOL MANUFACTURER/MODEL/DESCRIPTION Rain Bird 33-DNP 3/4" 3/4" Brass Quick-Coupling Valve, with Corrosion-Resistant Stainless Steel Spring, Locking Thermoplastic Non-Potable Purple Rubber Cover, and 2-Piece Body. Nibco T-113 Class 125 bronze gate shut off valve with wheel handle, same size as mainline pipe diameter at valve location. Size Range - 1/4" - 3" Buckner-Superior 3200-RW 1-1/2" Normally Closed Brass Master Valve that Provides Dirty Water Protection and No Minimum Flow Feature. Available in 3/4",1"1-1/2",2",2-1/2" and 3". Purple Cross Handle for Reclaimed Water Use. Febco 825Y 1" Reduced Pressure Backflow Preventer Hunter XCH-1200-SS Electromechanical controller, 12 stations, outdoor model, battery-powered. Stainless Steel Cabinet. For residential/commercial use. Hunter MINI-CLIK SG-MC Rain Sensor, with stainless steel Sensor Guard protection, mount as noted Hunter MINI-CLIK SG-MC Rain Sensor, with stainless steel Sensor Guard protection, mount as noted Calsense FM1.25-B Water Meter 1-1/4" Irrigation Lateral Line: PVC Schedule 80-NP 1401 1402 1404 1408 MV BFCRSRSFSM IRRIGATION SCHEDULE Irrigation Mainline: PVC Schedule 40-NP Pipe Sleeve: PVC Class 200 SDR 21 SCALE PLAN SCALE FEET 40 0 20 40 80

MATCH LINE - SEE ABOVE RIGHT
MATCH LINE - SEE BELOW LEFT MATCH LINE - SEE SHEET IR-104 MATCH LINE - SEE SHEET IR-102 KEY MAP
KLINGERMAN ST MERCED AVE RUSH ST MERCED AVE MARK DATE DESCRIPTION BY Project No.: Checked By: Drawn By: Designed By:
2/19/2025 11:41:50 AM - N:\SHARED\PROJECTS\2024\2024.187 SOUTH EL MONTE, CA MERCED\CAD\01_PLANS\2024.187_L-IRR.DWG - SAM ALIG 1 A 2 3 4 5 6 7 BCDEF Bar Measures 1 inch Copyright: Tetra Tech UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE YOU DIG DIAL TOLL FREE AT LEAST TWO DAYS 811 617 W 7th Street, #1103 | Los Angeles, CA 90017 213-489-7443 | altago.com www.tetratech.com 711 TANK FARM RD, SUITE 110 SAN LUIS OBISPO, CA 93402 PHONE: (805) 542-9052 60% SUBMITTAL 200-73157-18001-02 MERCED AVENUE GREENWAY PHASE 2 CITY OF SOUTH EL MONTE of 1415 SANTA ANITA AVENUE SOUTH EL MONTE, CA 91733 IRRIGATION PLANS IR-103 CITY OF EL MONTE FERN ST MERCED AVE CITY OF SOUTH EL MONTE NOTES: 1. PIPING AND EQUIPMENT SHOWN OUTSIDE OF PLANTING AREAS FOR GRAPHIC CLARITY ONLY. INSTALL WITHIN PLANTING AREAS WHEREVER POSSIBLE. 2. EQUIPMENT LOCATION SHOWN IS DIAGRAMMATIC. CONTRACTOR TO VERIFY BEST LOCATION IN FIELD. 3. FOR IRRIGATION EQUIPMENT REFER TO SCHEDULE ON SHEET IR-001 4. FOR PLANTING LEGEND SEE SHEET P-001 5. ALL BOXES RELATED TO IRRIGATION MUST HAVE LOCKABLE PURPLE LIDS. 6. IRRIGATION IS TO USE RECYCLED WATER AND POC IS 84PSI (FOR RECYCLED). IR-103 Sheet 40 80% DESIGN - NOT FOR CONSTRUCTION

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SD x W W W W W W W W W W W W W SS SS SD SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS SS OE FO OE FO OE FO OE FO OE FO OE OE OE FO FO FO OTV OTV OTV OTV OTV OTV OTV OTV UT UT UT UT UT UT UT UT OE OE OE SS SS SS SS SS SS W W W W W W W G G G G G G G G G MERCED AVE RS C C 114" 5.5 C-21" RS 2 C-1 112" 4 A-2 112" 34" 3 3 4" 4" 34" 34" 34" 34" 34" A-1 10.9 1" 29+00 30+00 31+00 32+00 33+00 SYMBOL MANUFACTURER/MODEL/DESCRIPTION Rain Bird RWS-B-C-P Root Watering System with 4.0" diameter x 36.0" long with locking grate, semi-rigid mesh tube. Check Valve and Purple Grate. Rain Bird bubbler option as indicated: 1401 0.25 gpm, 1402 0.5 gpm, 1404 1.0 gpm, 1408 2.0 gpm. SYMBOL MANUFACTURER/MODEL/DESCRIPTION Rain Bird XCZ-100-PRB-R 1" Wide Flow Drip Control Kit for Commercial Applications. Purple Cap designates for Reclaimed Water, Non-Potable Use. 1" PESBR Valve and 1" Pressure Regulating 40psi Basket Filter. 0.3gpm to 20gpm. Rain Bird XCZ-150-LCDR 1-1/2" High Flow Control Zone Kit, for Large Commercial Drip Zones. 1-1/2" PESB-R Scrubber Globe Valve with single 1-1/2" Pressure Regulating (40psi) Quick-Check Basket Filters. Flow range: 15-62gpm. Area to Receive Dripline Netafim TLHCVXR-053-18-NP Techline HCVXR Pressure Compensating Landscape Dripline with Check Valve and Anti-Siphon feature. For Reclaimed Water only. 0.53 GPH emitters at 18" O.C. Dripline laterals spaced at 18" apart and min. 4"-6" below grade, with emitters offset for triangular pattern. 17mm. SYMBOL MANUFACTURER/MODEL/DESCRIPTION Rain Bird 33-DNP 3/4" 3/4" Brass Quick-Coupling Valve, with Corrosion-Resistant Stainless Steel Spring, Locking Thermoplastic Non-Potable Purple Rubber Cover, and 2-Piece Body. Nibco T-113 Class 125 bronze gate shut off valve with wheel handle, same size as mainline pipe diameter at valve location. Size Range - 1/4" - 3" Buckner-Superior 3200-RW 1-1/2" Normally Closed Brass Master Valve that Provides Dirty Water Protection and No Minimum Flow Feature. Available in 3/4",1"1-1/2",2",2-1/2" and 3". Purple Cross Handle for Reclaimed Water Use. Febco 825Y 1" Reduced Pressure Backflow Preventer Hunter XCH-1200-SS Electromechanical controller, 12 stations, outdoor model, battery-powered. Stainless Steel Cabinet. For residential/commercial use. Hunter MINI-CLIK SG-MC Rain Sensor, with stainless steel Sensor Guard protection, mount as noted Hunter MINI-CLIK SG-MC Rain Sensor, with stainless steel Sensor Guard protection, mount as noted Calsense FM1.25-B Water Meter 1-1/4" Irrigation Lateral Line: PVC Schedule 80-NP 1401 1402 1404 1408 MV BFCRSRSFSM IRRIGATION SCHEDULE Irrigation Mainline: PVC Schedule 40-NP Pipe Sleeve: PVC Class 200 SDR 21 SCALE PLAN SCALE FEET 40 0 20 40 80 MATCH LINE - SEE ABOVE RIGHT MATCH LINE - SEE SHEET IR-10 MATCH LINE - SEE BELOW LEFT3 IRRIGATION PLANS KEY MAP
KLINGERMAN ST MERCED AVE RUSH ST MERCED AVE MARK DATE DESCRIPTION BY Project No.: Checked By: Drawn By: Designed By:
2/19/2025 11:42:10 AM - N:\SHARED\PROJECTS\2024\2024.187 SOUTH EL MONTE, CA MERCED\CAD\01_PLANS\2024.187_L-IRR.DWG - SAM ALIG 1 A 2 3 4 5 6 7 BCDEF Bar Measures 1 inch Copyright: Tetra Tech UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE YOU DIG DIAL TOLL FREE AT LEAST TWO DAYS 811 617 W 7th Street, #1103 | Los Angeles, CA 90017 213-489-7443 | altago.com www.tetratech.com 711 TANK FARM RD, SUITE 110 SAN LUIS OBISPO, CA 93402 PHONE: (805) 542-9052 60% SUBMITTAL 200-73157-18001-02 MERCED AVENUE GREENWAY PHASE 2 CITY OF SOUTH EL MONTE of 1415 SANTA ANITA AVENUE SOUTH EL MONTE, CA 91733 IR-104 PSI AT POC: 86 CITY OF EL MONTE FERN ST MERCED AVE CITY OF SOUTH EL MONTE NOTES: 1. PIPING AND EQUIPMENT SHOWN OUTSIDE OF PLANTING AREAS FOR GRAPHIC CLARITY ONLY. INSTALL WITHIN PLANTING AREAS WHEREVER POSSIBLE. 2. EQUIPMENT LOCATION SHOWN IS DIAGRAMMATIC. CONTRACTOR TO VERIFY BEST LOCATION IN FIELD. 3. FOR IRRIGATION EQUIPMENT REFER TO SCHEDULE ON SHEET IR-001 4. FOR PLANTING LEGEND SEE SHEET P-001 5. ALL BOXES RELATED TO IRRIGATION MUST HAVE LOCKABLE PURPLE LIDS. 6. IRRIGATION IS TO USE RECYCLED WATER AND POC IS 84PSI (FOR RECYCLED). IR-104 Sheet 41 80% DESIGN - NOT FOR CONSTRUCTION

DRIPLINE LAYOUT END FEED N.T.S. REMOTE CONTROL VALVE PVC SCH 40 PURPLE PIPE SUPPLY HEADER NETAFIM TECHLINE HCVXR-RW AREA PERIMETER PVC SCH 40 PURPLE PIPE EXHAUST HEADER FLUSH VALVE NOTE: 1. RECOMMENDED FILTRATION: 120 MESH 2. PRESSURE AT FLUSH VALVE SHALL BE MIN 21.8 PSI 3. HIGH CHECK VALVE (MAX 8.5' OF WATER ELEVATION CHANGE) 4. REFER TO MAX LENGTH OF SINGLE LATERAL CHART 1 P-ME-04 ROOT WATERING SYSTEM N.T.S. RAINBIRD RWS-GRATE-P-B-1402: ROOT WATERING SYSTEM WITH RETAINTER, 36" TUBE, 0.50 GPM BUBBLER ON RISER, 4" PURPLE GRATE, SWING ASSEMBLY WITH 1/2" M NPT INLET BUBBLER: RAINBIRD 1402 0.50 GPM (INCLUDED) FINISH GRADE/TOP OF MULCH 4" PURPLE LOCKING GRATE (INCLUDED) 18" SWING ASSEMBLY (INCLUDED) 1/2" MALE NPT INLET (INCLUDED) PVC SCH 40 TEE OR ELL LATERAL PIPE 4" WIDE X 36" LONG RIGID BASKET WEAVE CANISTER (INCLUDED) NOTES: 1. INSTALL PRODUCT SO THAT THE GRATE IS EVEN WITH THE FINISHED GRADE OR TOP OF MULCH 2. WHEN INSTALLING IN HARD OR CLAY SOILS, ADD 34" GRAVEL UNDER AND AROUND UNIT TO ALLOW FASTER WATER INFILTRATION 3. ONCE RWS HAS BEEN INSTALLED FILL BASKET WITH PEA GRAVEL BEFORE LOCKING LID 3 P-ME-06 REMOTE CONTROL VALVE N.T.S. 30-INCH LINEAR LENGTH OF WIRE, COILED WATERPROOF CONNECTION RAINBIRD SPLICE-1 (1 OF 2) VALVE ID TAG REMOTE CONTROL VALVE RAINBIRD PESBR-PRS-D W/ NP-HAN FINISHED GRADE/TOP OF MULCH VALVE BOX CONCRETE W/ LOCKING PURPLE LID PVC SCHEDULE 80 NIPPLE PVC SCH 40 ELL PVC SCHEDULE 80 NIPPLE LENGTH AS REQUIRED BRICK (1 OF 4) PVC MAINLINE PIPE SCH 80 NIPPLE AND SCH 40 ELL SCH 40 TEE OR ELL 3-INCH MIN OF 3/4" WASHED GRAVEL PVC LATERAL PIPE PVC SCH 40 MALE ADAPTOR 3" MIN 4 P-ME-07 SOLAR POWERED CONTROLLER N.T.S. SOLAR PANEL IRRIGATION CONTROLLER HUNTER XCH-1200-SSP OR EQUAL MOUNTED IN STAINLESS STEEL CABINET (INCLUDED) STAINLESS STEEL POLE AND MOUNTING BRACKET HUNTER XCHSPOLE OR EQUAL. HEIGHT TO BE NO MORE THAN 36". FINISHED GRADE DIRECT BURIAL CONTROL WIRES TO VALVES 12"x12"x18" CONCRETE PAD. MIX AND POUR IN THREE 90-LB BAGS CONCRETE. MAKE SURE POLE IS VERTICAL AND OPENING IN WIRE SWEEP IS ACCESSIBLE AND UNCLOGGED. NOTE: MAKE SURE CONCRETE PAD IS DRY BEFORE CONTINUING WITH THE INSTALLATION 5 P-ME-28 QUICK COUPLER VALVE N.T.S. CONCRETE VALVE BOX W/LOCKING PURPLE COVER FINISH GRADE QUICK COUPLING VALVE: RAINBIRD 33 DNP NON-POTABLE W/ PURPLE LOCKING COVER PVC SCH 80 NIPPLE PVC SCH 40 STREET ELL PVC SCH 80 NIPPLE PVC SCH 40 STREET ELL PVC SCH 40 TEE OR ELL PVC MAINLINE PIPE 2" X 2" REDWOOD STAKE W/ STAINLESS STEEL GEAR CLAMPS BRICK (1 OF 2) 3" MIN 3/4" WASHED GRAVEL 6 P-ME-09 MF MF DRIPLINE LAYOUT CENTER FEED N.T.S. REMOTE CONTROL VALVE WITH DISC FILTER AND PRV PVC SCH 40 PURPLE PIPE EXHAUST HEADER PVC SCH 40 PURPLE PIPE EXHAUST HEADER AREA PERIMETER PVC SCH 40 PURPLE PIPE SUPPLY HEADER MANUAL FLUSH VALVE NETAFIM TECHLINE HCXRV-RW NOTES: 1. RECOMMENDED MINIMUM FILTRATION: 120 MESH 2. PRESSURE AT FLUSH VALVE SHALL BE MINIMUM 21.8 PSI 3. HIGH CHECK VALVE (MAX 8.5' OF WATER ELEVATION CHANGE) 4. REFER TO MAXIMUM LENGTH OF A SINGLE LATERAL CHART PERIMETER LATERALS 2" TO 4" FROM EDGE 2 P-ME-05 IRRIGATION DETAILS MARK DATE DESCRIPTION BY Project No.: Checked By: Drawn By: Designed By:
2/19/2025 11:42:13 AM - N:\SHARED\PROJECTS\2024\2024.187 SOUTH EL MONTE, CA MERCED\CAD\01_PLANS\2024.187_L-IRR.DWG - SAM ALIG 1 A 2 3 4 5 6 7 BCDEF Bar Measures 1 inch Copyright: Tetra Tech UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE YOU DIG DIAL TOLL FREE AT LEAST TWO DAYS 811 617 W 7th Street, #1103 | Los Angeles, CA 90017 213-489-7443 | altago.com www.tetratech.com 711 TANK FARM RD, SUITE 110 SAN LUIS OBISPO, CA 93402 PHONE: (805) 542-9052 60% SUBMITTAL 200-73157-18001-02 MERCED AVENUE GREENWAY PHASE 2 CITY OF SOUTH EL MONTE of 1415 SANTA ANITA AVENUE SOUTH EL MONTE, CA 91733 IR-105 DRIP ZONE VALVE N.P. HIGH FLOW W/CONCRETE BOX N.T.S. MAINLINE PIPE MIN. 3-INCH 3/4" WASHED GRAVEL PVC SCH 40 TEE OR ELL PVC SCH 80 NIPPLE LATERAL PIPE LATERAL PIPE REMOTE CONTROL VALVE: RAINBIRD XCZ-150-LCDR W/ PURPLE HANDLE 1-1/2" INCH LARGE CAPACITY DISC FILTER 1-1/2" HIGH-FLOW PRESSURE REGULATOR PVC SCH 40 ELL FINISHED GRADE PRECAST CONCRETE VALVE BOX W/ LOCKING CAST IRON LID MARKED 'RCV'. EISEL ENTERPRISES WATER SERIES 438 OR EQUAL SCH 40 ADAPTER 30-INCH LINEAR LENGTH OF WIRE COILED RECYCLED WATER WARNING TAG 7 P-ME-20 DRIPZONE VALVE RECYCLED - MEDIUM FLOW N.T.S. VALVE BOX CONCRETE W/ LOCKING CAST IRON LID MARKED 'RCV'. EISELENTERPRISES SERIES 3HL OR EQUAL. FINISHED GRADE PVC SCH 40 ELL LATERAL PIPE MAINLINE PIPE 3-INCH MIN 3/4" WASHED GRAVEL LATERAL PIPE PVC SCH 40 FEMALE ADAPTOR PVC SCH 80 NIPPLE PVC SCH 40 TEE OR ELL 1" BALL VALVE VALVE ID TAG RECYCLED WATER WARNING TAG REMOTE CONTROL VALVE : RAINBIRD XCZ-100-PRBR W/ PURPLE HANDLE PRESSURE REGULATING QUICK CHECK BASKET FILTER: RAINBIRD PRB-QKCHK-100 8 P-ME-03 Sheet 42 80% DESIGN - NOT FOR CONSTRUCTION

BACKFLOW PREVENTER N.T.S. FEBCO 825Y REDUCED PRESSURE BACKFLOW DEVICE BACKFLOW COVER GS-1 BY GUARDSHACK, GREEN PAINTED, W/ 2 LOCKS ON 4" CONC. SLAB GALVANIZED NIPPLES AND ELL AS REQUIRED GALVANIZED UNIONS AT EACH SIDE GALVANIZED RISERS MAINLINE PIPE, SIZE AS PER PLANS GALVANIZED ELL AND NIPPLE, TYP. PVC COUPLER OR REDUCER AS REQUIRED, TYP. CONCRETE THRUST BLOCKS, 90 LBS. OF CONCRETE EACH, TYP. COVER SIZE + 6" 4" THICK MIN. CONC. PAD SERVICE SIDE 12" MIN. 1 P-ME-12 DRIPLINE LAYOUT AT TREE W/ R.W.S. N.T.S. TREE TRUNK NETAFIM TECHLINE HCVXR-RW AREA PERIMETER NOTE: 1. BURIED DRIPLINE SHOULD BE PLACED FAR ENOUGH AWAY FROM THE TRUNK TO THAT THE TREE ROOTS DO NOT PUSH THE DRIPLINE TO THE SURFACE PVC SCHED. 40 EXHAUST OR SUPPLY HEADER AS OCCURS PVC SCHED. 40 EXHAUST OR SUPPLY HEADER AS OCCURS TREE ROOT WATERING SYSTEM DETAIL 4, SHEET IR-106 P-ME-21 2 N.T.S. GATE VALVE FINISH GRADE 10" DIAMETER ROUND CONCRETE VALVE BOX WITH CAST IRON LID MARKED "GV" EISEL ENTERPRISES SERIES 10 OR EQUAL SET BOX 1" ABOVE GRADE IN PLANTING AREAS 4 COMMON BRICK SUPPORTS 10" DIAMETER PVC PIPE EXTENSION; LENGTH AS REQUIRED PVC MAIN LINE 6" SCHEDULE 80 THREADED NIPPLE NIBCO T-113 BRONZE GATE VALVE; LINE SIZE SLIP/THREAD COUPLING 18" BELOW FINISH GRADE P-ME-22 3 FINISH GRADE/TOP OF MULCH ROOT WATERING SYSTEM AS SPECIFIED, SEE DETAIL 8/ID-101 SWING ASSEMBLY (INCLUDED) 1/2" MALE NPT INLET (INCLUDED) PVC SCHEDULE 40 TEE OR ELL PVC LATERAL LINE RIGID BASKET WEAVE CANISTER (INCLUDED) TREE ROOT BALL NOTES: 1. POSITION UNITS EVENLY SPACED ON OPPOSITE SIDES OF ROOTBALL AS SHOWN ON PLANS. 2. INSTALL PRODUCT WITH TOP EVEN WITH GROUND SURFACE. 3. WHEN INSTALLING IN HARD OR CLAY SOILS, ADD 3/4" GRAVEL UNDER AND AROUND THE UNIT TO ALLOW FASTER WATER INFILTRATION AND ROOT PENETRATION. 4. ONCE RWS UNITS HAVE BEEN INSTALLED FILL BASKETS WITH PEA GRAVEL BEFORE LOCKING LID. ROOT WATERING SYSTEM INSTALLATION N.T.S. 4 P-ME-24 MASTER VALVE AND FLOW SENSOR N.T.S. FLOW METER AS SPECIFIED (2 WIRES TO CONTROLLER) 24" MINIMUM TO REDUCED PRESSURE BACKFLOW DEVICE 4" BRASS FLANGED ELL 18"X18"X18" CONCRETE SUPPORT BLOCK 2"X4" BRASS FLANGED REDUCER 2" BRASS FLANGE X 1PT ADAPTER FINISHED GRADE 4" BRASS FLANGE ELBOW P.O.C. 12" 24" 2"X24" PVC SCH 80 TOE PIPING. WATERPROOF CONNECTORS MASTER VALVE AS SPECIFIED PVC SCH 80 2"X8" NIPPLE 2"X12" PVC SCH 80 PIPING 2"X6"X16" CONCRETE WALL CAPS, TWO PER BOX, ONE EACH SIDE SPECIFIED RECTANGULAR VAVLE BOXES WITH EXTENSIONS AS NEEDED. VALVE BOXES SHALL BE CONCRETE WITH CAST IRON LOCKING LIDS MARKED FS AND MV. BRASS RISER 5 P-ME-29 POLE MOUNTED RAIN SENSOR N.T.S. MINI-CLIK SENSOR SOLAR POWERED CONTROLLER NEW OR EXISTING SIGN POST FINISHED GRADE NOTE: MOUNT SENSOR TO SIGN POST NEAREST TO CONTROLLER TO MINIMIZE LENGTH OF CABLE RUN BETWEEN SENSOR AND CONTROLLER. 6 P-ME-30 IRRIGATION DETAILS MARK DATE DESCRIPTION BY Project No.: Checked By: Drawn By: Designed By:
2/19/2025 11:42:18 AM - N:\SHARED\PROJECTS\2024\2024.187 SOUTH EL MONTE, CA MERCED\CAD\01_PLANS\2024.187_L-IRR.DWG - SAM ALIG 1 A 2 3 4 5 6 7 BCDEF Bar Measures 1 inch Copyright: Tetra Tech UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE YOU DIG DIAL TOLL FREE AT LEAST TWO DAYS 811 617 W 7th Street, #1103 | Los Angeles, CA 90017 213-489-7443 | altago.com www.tetratech.com 711 TANK FARM RD, SUITE 110 SAN LUIS OBISPO, CA 93402 PHONE: (805) 542-9052 60% SUBMITTAL 200-73157-18001-02 MERCED AVENUE GREENWAY PHASE 2 CITY OF SOUTH EL MONTE of 1415 SANTA ANITA AVENUE SOUTH EL MONTE, CA 91733 IR-106 Sheet 43 80% DESIGN - NOT FOR CONSTRUCTION

SYMBOL CODE BOTANICAL NAME COMMON NAME SIZE WUCOLS QTY REMARKS TREES CD2 Cercidium x `Desert Museum` Desert Museum Palo Verde 15 gal. VL 3 STANDARD CL2 Chilopsis linearis Desert Willow 15 gal. L 8 STANDARD NATIVE QA Quercus agrifolia Coast Live Oak 15 gal. VL 6 STANDARD NATIVE RS Rhus lancea African Sumac 15` Ht. L 5 STANDARD SYMBOL CODE BOTANICAL NAME COMMON NAME SIZE WUCOLS SPACING QTY REMARKS SHRUBS AP Aristida purpurea Purple Threeawn 1 gal. L 18" o.c. 406 Native CD Carex divulsa European Grey Sedge 1 gal. M 30" o.c. 82 Native CJ Ceanothus x 'Joyce Coulter' Joyce Coulter Wild Lilac 5 gal. M 60" o.c. 26 Native EF Eriogonum fasciculatum fasciculatum Coastal California Buckwheat 5 gal. L 36" o.c. 35 Native LC2 Lavandula dentata 'Goodwin Creek Grey' Goodwin Creek Grey Lavender 1 gal. 30" o.c. 96 LC Leymus condensatus 'Canyon Prince' Canyon Prince Giant Wild Rye 1 gal. L 30" o.c. 108 Native ML Mimulus x 'Jelly Bean Orange' Jelly Bean Orange Monkeyflower 1 gal. 24" o.c. 185 Native SA Salvia greggii 'Coral' Coral Autumn Sage 1 gal. L 30" o.c. 144 PLANT SCHEDULE 1. PRIOR TO BEGINNING WORK, LANDSCAPE CONTRACTOR SHALL REVIEW THE CIVIL ENGINEERING DRAWINGS FOR ANY SPECIAL CONDITIONS PARTICULARLY AS THEY PERTAIN TO GRADING FEATURES SUCH AS SWALES, DETENTION BASINS AND INFILTRATION AREAS THAT MAY HAVE AN EFFECT ON PLANTING AREAS. 2. LOCATIONS OF PLANTS ARE SCHEMATIC. ALL SHRUBS TO BE PLANTED A MINIMUM OFFSET OF TWO (2) FEET FROM ANY EXISTING UTILITIES OR STRUCTURES AND TREES A MINIMUM FIVE (5) FEET FROM UTILITIES OR STRUCTURES. 3. ALL TREES TO BE TAGGED BY LANDSCAPE ARCHITECT PRIOR TO PURCHASE. 4. LANDSCAPE ARCHITECT OR PROJECT REPRESENTATIVE TO BE PRESENT TO APPROVE PLANT MATERIAL WHEN DELIVERED TO PROJECT SITE. 5. ALL PLANTS AND TREES STORED ON-SITE TO FOLLOW PROCEDURES IN PROJECT SPECIFICATIONS. 6. PLANTS ARE SHOWN DIAGRAMMATICALLY ON PLAN THEREFORE PLANT SPACING IN PLANTING NOTES AND PLANTING SPECIFICATIONS TAKE PRECEDENCE TO PLANTS SHOWN ON THE PLAN. CONTRACTOR IS TO CALCULATE QUANTITY OF PLANTS CALLED FOR AND INSTALL ALL THAT ARE SHOWN ON PLAN. 7. ALL LANDSCAPE PLANTING, IRRIGATION AND PAVING DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED AND APPROVED BY OWNER'S REPRESENTATIVE BEFORE 100% COMPLETION OF CONSTRUCTION. 8. WHERE MULCH IS SPECIFIED, PER PLANS, SPREAD 3-4" LAYER OF MATERIAL UNDER AND IN BETWEEN ALL PLANTS SO AS TO LEAVE SOIL COMPLETELY COVERED WITH MULCH. NO MULCH SHALL BE PLACED WITHIN 2' OF TREE CENTER. 9. ALL TREES TO RECEIVE ROOT CONTROL BARRIERS PER PLAN. INSTALL ROOT BARRIER PER MANUFACTURER SPECIFICATION. ROOT BARRIER SHALL EXTEND 10 LINEAR FEET BEYOND TREE TRUNK IN EACH DIRECTION (20 FEET OF ROOT BARRIER ON EACH SIDE, 2 SIDES TOTAL) BETWEEN HARDSCAPE ELEMENTS OR AS SHOWN ON PLANS. 10. PRIOR TO PLANTING A TREE FILL THE HOLE WITH 10 GALLONS OF WATER. LET DRAIN, AMEND AND AFTER PLANTING, EACH TREE SHALL BE WATERED WITH A MINIMUM OF 20 GALLONS OF WATER. REPEAT THE WATERING TWICE IN THE NEXT 3 DAYS, NOT SOONER THAN AT 24-HOUR INTERVALS. 11. SOIL TESTS TO BE CONDUCTED AS DESCRIBED IN LANDSCAPE SPECIFICATIONS. THESE TESTS ARE TO DETERMINE RECOMMENDED AMOUNTS OF FERTILIZER AND ANY HARMFUL SUBSTANCES THAT REQUIRE MITIGATION. SEE SPECIFICATIONS FOR FURTHER INFORMATION. 12. DURING SOIL PREPARATION AMEND WITH GYPSUM (AGRICULTURAL CALCIUM SULFATE CA SO4) PER AMOUNT RECOMMENDED BY THE SOIL TEST RESULTS. SEE SPECIFICATIONS FOR FURTHER INFORMATION. 13. LANDSCAPE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE GENERAL CONTRACTOR TO DISCUSS ANY LANDSCAPE ISSUES BEFORE START OF CONSTRUCTION. 14. THE CONTRACTOR SHALL MAINTAIN PLANTED AREAS DURING THE PLANT ESTABLISHMENT PERIOD BY MEANS OF CONTINUOUS WATERING, PRUNING, RAISING ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING, WEEDING, AND/OR OTHER OPERATIONS NECESSARY FOR PROPER CARE AND UPKEEP. SEE SPECS. PLANTING NOTES PLANTING LEGEND AND NOTES MARK DATE DESCRIPTION BY Project No.: Checked By: Drawn By: Designed By:
2/19/2025 11:52:39 AM - N:\SHARED\PROJECTS\2024\2024.187 SOUTH EL MONTE, CA MERCED\CAD\01_PLANS\2024.187_L-PLA.DWG - SAM ALIG 1 A 2 3 4 5 6 7 BCDEF Bar Measures 1 inch Copyright: Tetra Tech UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE YOU DIG DIAL TOLL FREE AT LEAST TWO DAYS 811 617 W 7th Street, #1103 | Los Angeles, CA 90017 213-489-7443 | altago.com www.tetratech.com 711 TANK FARM RD, SUITE 110 SAN LUIS OBISPO, CA 93402 PHONE: (805) 542-9052 60% SUBMITTAL 200-73157-18001-02 MERCED AVENUE GREENWAY PHASE 2 CITY OF SOUTH EL MONTE of 1415 SANTA ANITA AVENUE SOUTH EL MONTE, CA 91733 P-100 Sheet 44 80% DESIGN - NOT FOR CONSTRUCTION

WM WM
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FHV GM GM GM
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GM x x x BOL x BOL x x x BOL x x x x x x x x x x x x x x x x x x SS BOL

SS W W W W W W W W W W W W WWWW W SS SS SS SS SS SS SS SS G G G G G G G G G G OE MERCED AVE W WM WM x x x x x x x x

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ICV W W W W W W W W W W W W W W W W W WW SS SS SS SS SS SS SS SS SS SS SS G G G G G G G G G G G G 30" GAS
OTV OTV OTV 10+00 11+00 12+00 13+00 14+00 MERCED AVE

FERN ST CITY OF SOUTH EL MONTE
CITY OF EL MONTE SCALE PLAN SCALE FEET 40 0 20 40 80

MATCH LINE - SEE ABOVE RIGHT
MATCH LINE - SEE BELOW LEFT MATCH LINE - SEE SHEET P-102 Tree Root Barrier. See Detail 2/P-106 LEGENDPLANTING PLANS KEY MAP SEE PLAN ENLARGEMENT 1/P-104 SEE PLAN ENLARGEMENT 1/P-105 SEE PLAN ENLARGEMENT 2/P-105 SEE PLAN ENLARGEMENT 3/P-105 SEE PLAN ENLARGEMENT 4/P-105 SEE PLAN ENLARGEMENT 2/P-104 KLINGERMAN ST MERCED AVE RUSH ST MERCED AVE MARK DATE DESCRIPTION BY Project No.: Checked By: Drawn By: Designed By:
2/19/2025 11:52:57 AM - N:\SHARED\PROJECTS\2024\2024.187 SOUTH EL MONTE, CA MERCED\CAD\01_PLANS\2024.187_L-PLA.DWG - SAM ALIG 1 A 2 3 4 5 6 7 BCDEF Bar Measures 1 inch Copyright: Tetra Tech UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE YOU DIG DIAL TOLL FREE AT LEAST TWO DAYS 811 617 W 7th Street, #1103 | Los Angeles, CA 90017 213-489-7443 | altago.com www.tetratech.com 711 TANK FARM RD, SUITE 110 SAN LUIS OBISPO, CA 93402 PHONE: (805) 542-9052 60% SUBMITTAL 200-73157-18001-02 MERCED AVENUE GREENWAY PHASE 2 CITY OF SOUTH EL MONTE of 1415 SANTA ANITA AVENUE SOUTH EL MONTE, CA 91733 NOTES: 1. 3"-4" LAYER OF MULCH ALL BEDS. NO MULCH WITHIN 24" OF TREE CENTER. P-101 P-101

CITY OF EL MONTE FERN ST MERCED AVE CITY OF SOUTH EL MONTE Sheet 45 80% DESIGN - NOT FOR CONSTRUCTION

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SS W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SD SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS OE OE OE FO FO OTV UT OTV UT OE OE OE OE OE FO FO FO FO FO OTV OTV OTV OTV OTV UT UT UT UT UT OE OE FO FO OTV OTV UT UT OE OE OE G G G G G G G G G G +00 25+00 26+00 27+00 28+00 MERCED AVE

KLINGERMAN ST

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OTV OE OTV 20+00 21+00 22+00 23+00 24+ MERCED AVE
KLINGERMAN ST SCALE PLAN SCALE FEET 40 0 20 40 80

MATCH LINE -SEE ABOVE RIGHT
MATCH LINE - SEE BELOW LEFT MATCH LINE - SEE SHEET P-103 MATCH LINE - SEE SHEET P-101 Tree Root Barrier. See Detail 2/P-106 LEGEND KEY MAP SEE PLAN ENLARGEMENT 5/P-105 SEE PLAN ENLARGEMENT 3/P-104 SEE PLAN ENLARGEMENT 6/P-105 SEE PLAN ENLARGEMENT 1/P-106 SEE PLAN ENLARGEMENT 1/P-107 SEE PLAN ENLARGEMENT 2/P-106 PLANTING PLANS KLINGERMAN ST MERCED AVE RUSH ST MERCED AVE MARK DATE DESCRIPTION BY Project No.: Checked By: Drawn By: Designed By:
2/19/2025 11:53:12 AM - N:\SHARED\PROJECTS\2024\2024.187 SOUTH EL MONTE, CA MERCED\CAD\01_PLANS\2024.187_L-PLA.DWG - SAM ALIG 1 A 2 3 4 5 6 7 BCDEF Bar Measures 1 inch Copyright: Tetra Tech UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE YOU DIG DIAL TOLL FREE AT LEAST TWO DAYS 811 617 W 7th Street, #1103 | Los Angeles, CA 90017 213-489-7443 | altago.com www.tetratech.com 711 TANK FARM RD, SUITE 110 SAN LUIS OBISPO, CA 93402 PHONE: (805) 542-9052 60% SUBMITTAL 200-73157-18001-02 MERCED AVENUE GREENWAY PHASE 2 CITY OF SOUTH EL MONTE of 1415 SANTA ANITA AVENUE SOUTH EL MONTE, CA 91733 P-102 NOTES: 1. 3"-4" LAYER OF MULCH ALL BEDS. NO MULCH WITHIN 24" OF TREE CENTER. P-102

CITY OF EL MONTE FERN ST MERCED AVE CITY OF SOUTH EL MONTE Sheet 46 80% DESIGN - NOT FOR CONSTRUCTION

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RUSH ST MERCED AVE
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FDC W W W W W W W W W W W W W SS SS SD SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS SS OE FO OE FO OE FO OE FO OE FO OE OE OE FO FO FO OTV OTV OTV OTV OTV OTV OTV OTV UT UT UT UT UT UT UT UT OE OE OE SS SS SS SS SS SS W W W W W W W G G G G G G G G G 29+00 30+00 31+00 32+00 33+00 MERCED AVE SCALE PLAN SCALE FEET 40 0 20 40 80 MATCH LINE-1 SEE ABOVE RIGHT
MATCH LINE-1 SEE BELOW LEFT Tree Root Barrier. See Detail 2/P-106 LEGEND MATCH LINE - SEE SHEET P-102 PLANTING PLANS KEY MAP SEE PLAN ENLARGEMENT 2/P-107 SEE PLAN ENLARGEMENT 3/P-106 SEE PLAN ENLARGEMENT 4/P-106 SEE PLAN ENLARGEMENT 5/P-106 SEE PLAN ENLARGEMENT 3/P-107 SEE PLAN ENLARGEMENT 4/P-107 SEE PLAN ENLARGEMENT 6/P-106 KLINGERMAN ST MERCED AVE RUSH ST MERCED AVE MARK DATE DESCRIPTION BY Project No.: Checked By: Drawn By: Designed By:
2/19/2025 11:53:28 AM - N:\SHARED\PROJECTS\2024\2024.187 SOUTH EL MONTE, CA MERCED\CAD\01_PLANS\2024.187_L-PLA.DWG - SAM ALIG 1 A 2 3 4 5 6 7 BCDEF Bar Measures 1 inch Copyright: Tetra Tech UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE YOU DIG DIAL TOLL FREE AT LEAST TWO DAYS 811 617 W 7th Street, #1103 | Los Angeles, CA 90017 213-489-7443 | altago.com www.tetratech.com 711 TANK FARM RD, SUITE 110 SAN LUIS OBISPO, CA 93402 PHONE: (805) 542-9052 60% SUBMITTAL 200-73157-18001-02 MERCED AVENUE GREENWAY PHASE 2 CITY OF SOUTH EL MONTE of 1415 SANTA ANITA AVENUE SOUTH EL MONTE, CA 91733 P-103 P-103 NOTES: 1. 3"-4" LAYER OF MULCH ALL BEDS. NO MULCH WITHIN 24" OF TREE CENTER.

CITY OF EL MONTE FERN ST MERCED AVE CITY OF SOUTH EL MONTE Sheet 47 80% DESIGN - NOT FOR CONSTRUCTION