jta enrich lives through e#fec~iv~ and caring ~ervi~e · cctv project area september2016 0 510...
TRANSCRIPT
'JTa Enrich Lives Through E#fec~iv~ and Caring ~ervi~e"
G;~.IL FARBERy Dire~tt~r
~~pt~Crlbe~ 7, 2~ 1 ~
~3t)t~ SaUT~~ ~'REMQi~~` A~r~Nt~EAI.3~f1MHR,A, Cr~►L,tFC3RNIA 91~~t~3-i:i~l
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,~UDRESS AI1I_ ~C:O~tRESPC~NI3EI~C'E Tt7:
ELI-~:~I'~BR~., CALIrORNi~►.91~(l~?-14F~f)
tN REPl~Y PLEASE
R~~ER Tt~ F1LE- ~ '1
~11~~ M~ch~ll~ ~ifh, ~it~ It~~ar~ag~rC qty of ~ rad b u r~X00 ~11t~r~~tar~ Av~~ueBrad~~r~, ~A~ 9~ ~a8
~~ten~ion Ms. Claudia ~aldana
Dear M~~ ~~its
~{~N~~L1~~►TEf~ S~~1f ER 1'IIIA~ NTENAN~E ~15TR~CT~t~~~~T`~~~ a~SE~~~IE[UT PROGRAM REpt~RT — ~1TY C~~ ~3RAD~BUR1~~~is later is t~ in#term ~r~u that tie ~aut~#y ~f ~.~~ ~~g~le~ De~~r~r~e~t ~f F'ubli~ t111~~rk~Gonsolidat~d ewer Mair~tenanc~ D~~tri~t ~~~ c~r~~ eted 2~ ~~~~r ~~n~i~i~nAs~essmen~ Pr~~r~m ~f the ~~ty ~fi 8ra~~~r~r's ~ev~~r syst~r~.The ~ncl~os~d Gonditian Assessment R~~or~ pravi~~s det~.i~~ r~~~~~in~ t~~ r~a~nterranceend stru~tur~.~ c~r~d~tio~ of your Cit~r's sev~e~ mainlines. ~'h~s information should beinclined ire your ag~r~cy's Sever ~y~ter~ I~ar~a~~mer~t ~[~.r~ as ~ r~~f~r~r~c~ in Cha~t~~ 8,~yst~rn Ev~lua~~~r~ ~.nd Cap►~.ci~~ As~ur~n~~ flan. T~~ s~gm~nt~ vvi~h c~~ti~a~r~aint~r~ar~ce issues h~rre been ~l~~ned arid, ~rhere ap~ropri~t~, ~r~corpora~~d into our~n~anced m~.int~nan~~ cl~~n~n~ sched~~e #ar contir~u~d mo~it~r~ng. In ~~di~i~n, the~egmer~t~ ~ri~~ severs structural defects h~.ve ~it~~r been r~~~i~~d or v~~l~ ~e s~hedu~~ec~f~~ r~~~.ir or r~~lacerr~~~t ~s park of our or~~t~ir~g Ac~umu~~tive capita! t~utlay I~r~ ec~.~ # you h~.v~ any qu~~tiar~~ reg~.rding this r~p~rt ~r the ~a~di~io~ As~essr~~r~~ ~ro~r~m,~i~ase ~~nt~~t M r. Robert Sv~rart~~ ~~~~r ~lair~t~nanc~ Div~~~~n, ~.t ~~~~} ~~~-~~7I1~~~n~~y fhrou~~ Fr~d~y} 8 a,m. to ~- p.m., or rsar~z dpv~r.la~~ur~ty.~~v.Very ~ru1y y~ur~,
~A~L BARBERair~~tor t~fi F~u~l~ ~f~rks
WILLIAM J. ~1~~1TEF~Assi~~~nt D~~u#~ ~~re~t~r~~~~r Mair~ten~,nce Dir~i~ian
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~~1~.bc: F~ro~rarns Q~velopment {Y~ng}, RS, FILE ~Proiect Y~TV~11 ~ 28}, SPINDLE
CONDITION ASSESSMENT REPORTCOUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS
CONSOLIDATED SEWER MAINTENANCE DISTRICT
PROJECT NAME: YOTV1112B PROJECT MGR: Hanna KebedePROJECT DATE: 10/03/13 CONTACT NO: (626} 300-4686SUP. DISTRICT(s}: 5 MAP PAGE(S): 2122, 2166Report By: Clement Khong Report Date: 08/29/16
INTRODUCTION
As part of the Sewer Condition Assessment Program, the County of Los AngelesDepa~trr~ent of Public Works Consolidated Sewer Maintenance District (District)has completed the condition assessment of 5,855 feet or 54.7 percent of theCity of Bradbury's (City) sewer system.
The enclosed Condition Assessment Report outlines the structural and maintenanceratings of your system based on the Pipeline Assessment and Certification Program's(PACP Version 6.0.1) rating methodology. Included in the report are the following:
• Project Overview Map (Enclosure 1}
• Quick Maintenance Rating Map, High Water Levels List and Map, andSample Lateral Notice Letter (Enclosure 2)
• Quick Structural Rating Report Priority List, Quick Structural Rating Map, andLining and Point Repair Projects Map (Enclosure 3)
The District previously transmitted a Condition Assessment Report of the balance ofyour City's sewer system on February 2, 2009. A copy of this report can also be foundon the District's website at http://dpw.lacounty.gov/smd/ccty/city/. The combination ofthe two reports provade a complete assessr~ent of the City's entire sewer system.
The Sewer Condition Assessment Program utilizes the PACP Quick Ratingmethodology to rank the structural and maintenance condition of your system based onindustry standards.
PROJECT AREA AND DESCRIPTION
Project No. YOTV11126 included sewer lines located in the unincorporated County ofLos Angeles and the Cities of Bradbury, Duarte, Industry, La Canada Flintridge,Temple City, and San Dimas. Enclosed for your reference is an overview map of theproject area within your City (Enclosure 1}.
Page 1 of 4
DEFECT GRADE DESCRIPTION
The Quick Rating indicates the number of occurrences for the highest severity grade foreach pipe segment for either maintenance or structural defects. A grade of 1 indicatesthat a pipe segment is in excellent condition with minor defects while a grade ofi5 indicates that a pipe segment may require immediate attention. A legend of the fivepossible defect grades is as follows:
Grade Defect Grade Description
1: MINOR
2: t1tIINOR TO N'~tjDERATE
~ ~
4; SICNIF~~A~1T
5: MOST SIGNIFICANT
MAINTENANCE REPORT
Our inspection revealed that approximately 56 percent of the system televised was freeof blockages or restrictions that would impede sewer flows. However, the remaining44 percent of the pipe segments within the City had a PACP maintenance grade of 3, 4,or 5 as indicated in the Quick Maintenance Rating Table shown below. Thesesegments have been incorporated into our enhanced cleaning schedule with correctiveaction taken.
A color-coded map showing the quick maintenance rating for each pipe segment isprovided in Enclosure 2.
QUICK MAINTENANCE RATING TABLE
DEFECT P~~E PERCENT OFLENGTH TOTAL INSPE ~O. OF
GRADE CTEDFT PIPE LENGTH SEGMENTS}
1 ~ Mir~~r 3,045 52 132: Minor to Moderate 234 4 13; ~~~~~'~~ 937 16 44: ~igni~c~nt 1,405 24 65: /lost Si~~ific~nt 234 4 1
TOTAL 5,855 100 25
Page 2 of 4
Lateral Notices
Also included in the maintenance inspection reports are private lateral deficienciesdiscovered during the assessment of the mainline. The District does not maintainlateral lines. It is the responsibility of the property owner to maintain their respectivelateral lines to facilitate the flow of wastewater from their property to the mainline.Letters have been sent to property owners in your City notifying them of themaintenance issues detected in their laterals. A sample lateral notice letter is providedin Enclosure 2 for your reference.
high Water Levels
CJur inspection revealed that one segment exhibited visual signs associated with highwater levels due to a sag in the line. The capacity of the sewer pipe can be determinedby analyzing severe! PACP codes, including Water Level, Water Mark, andmiscellaneous remarks, which indicate the camera was underwater or there were sagsin the line. A sewer pipe is considered at capacity when 50 percent of the diameter ofthe sewer pipe is full of water. However, there are conditions in which the Water Levelor Water Mark reaches 50 percent or greater due to heavy flows in adjoining pipes, atemporary stoppage caused by debris in the sewer line, or a sag in the line.Therefore, additional review of this pipe segment was conducted to determine if anycapacity issues exist.
All sewer pipes where the Water Level, Water Mark, and miscellaneous remarks ofcamera underwater or sags in the line are at or above 50 percent capacity have beenlisted and analyzed on the High Water Level Table in Enc{osure 2. The nature of thesehigh water level conditions is also summarized on this table.
A map showing the sewer line with high water level is provided in Enclosure 2.
Infiltration
Our inspection revealed that infiltratian was not detected in any pipe segments in yourCity's system .
STRUCTURAL REPORT
Our inspection revealed that approximately 84 percent of the inspected pipe segmentswithin the City were free of severe structure{ defects. However, the remaining16 percent of the inspected pipe segments had a PACP structural grade of 4 and 5 asindicated in the Quick Structural Rating Table shown on page 4. These segments havebeen placed on a priority list based on the severity and need for action.For items 1 through 4 in the Quick Structural Rating Report Priority List (Enclosure 3),which require a corrective action, the proposed repair or replacement will be scheduledin the next 24 months as part of the ongoing Accumulative capital Outlay Project.
Page 3 of 4
A color-coded map showing the Quick Structural Rating for each pipe segment islocated in Enclosure 3. A map showing the sewer tines, which need lining and pointrepairs, is also provided in Enclosure 3.
QUICK STRUCTURAL RATING TABLE
PIPE PERCENT OFDEFECT NO. OFLENGTH TOTAL INSPECTEDGRADE SEGMENTS(FT) PIPE LENGTH1: Minor 3,981 68 172: Minor to Moderate 0 0 0
l~~~'~t 937 16 44: significant 234 4 15: Most Significant 703 12 3
TOTAL 5,855 100 ~~ 25
CONDITION ASSESSMENT PROJECTS
The Sewer Condition Assessment Program performed the condition assessment of thesewer lines within the City according to the following schedule:
FISCAL PROJECT LENGTH PERCENTAGES TAT U SYEAR NAM
E(FT) O F SYSTE M
2005-06 YOTV0506D 4,843 45.3 COMPLETED2011-12 YOTV1112B 5,855 54.7 COMPLETEDTOTAL 1 .': 100.0
Page 4 of 4
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Legend
SMD Manholes!U Other
Manhole Type!( Standard
#* DROP
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XW Trap
!? Siphon
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3Q SMD Treatment Plants
Trunk Sewerlines
Non SMD Sanitary Sewers
!( Non SMD Maintained MH
SMD Operations Maps
CCTV PROJECT AREA
September 2016
0 510 1,020 1,530 2,040
Feet
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O
BRADBURY
OVERVIEW MAP
CITY OF
CCTV PROJECT
Y0TV1112B
ENCLOSURE 1
SMD Sanitary SewersSMD Sanitary Sewers
ENCLOSURE 2
• Quick Maintenance Rating Map• High Water Levels List and Map• Sample Lateral Notice Letter
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LegendSMD Sanitary Sewers QMR
1: MINOR 2: MINOR TO MODERATE3: MODERATE4: SIGNIFICANT5: MOST SIGNIFICANT
SMD Manholes!U Other
Manhole Type!( Standard#* DROP
" ± ShallowXW Trap!? SiphonÍP SMD Pump Stations
3Q SMD Treatment PlantsTrunk SewerlinesNon SMD Sanitary Sewers
!( Non SMD Maintained MHSMD Operations MapsCCTV PROJECT AREA
September 2016
0 350 700 1,050 1,400
Feet
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O
CITY OFBRADBURY
ENCLOSURE 2
CCTV PROJECTY0TV1112B
QUICK MAINTENANCERATING(QMR)
ENCLOSURE2HIGH WATER LEVELS
CITY OF BRADBURY (YOTV1112B)
ITEM NO. QMR START MH END MH STREET OBSERVATION SAG (ft)
1 4200 2212-0528 2212-0529 MOUNT VIEW DR High water level (sag) 6
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N RD
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DR
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TON
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F AV
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RAND
OM LN
TREEFERN DR
CHIM
ES AV
FAIR
WOO
D ST
ELDA ST
ROYA
LVIE
W ST
ORCH
ARD
RD
SANT
O DO
MING
O AV
MOUN
TAIN
CRE
ST R
D
BERNWOOD ST
DALBO ST
E 2ND ST
BUSINESS CENTER DR
CL A
DRA
DEODAR LN
OLEA
NDER
DR
MILL
BRAE
ST
I-210 E EXIT 38
CONATA ST
BRAD
BOUR
NE A
V
HOPE
DR
MILT
ONW
OOD
AV
SWIS
S TR
AIL R
D
CL M
ALAG
A
EUCALYPTUS WY
CLAR
KVIE
W DR
CENTER AV
LAS BRISAS DR
EL CIELO
LN
FIELD
VIEW
AV
E CIR
CLE
RD
BEARDSLEE ST
MARKWOOD STFL
OOD
CONT
ROL R
D
CL LI
NARE
S
OAKHAVEN DR
SAN
PABL
O WY
LIQUID AMBER DR
FAIR
DALE
AV
USHA
LN
WOOD
LAND
CT
SPRI
NG PO
INT D
R
OHIO
WY
PATE
L PL
AMBE
RWOO
D DR
TANC
YN R
D
CAPR
I CT
BRAD
BURY
HILL
S LN
LARKHALL AV
BRIN
SEY
AV
MT OLIVE LN
SAN M
ARCUS L
N
FRAN
CITA
AV
ELKH
ORN
DR
TRAI
LS LN
STONEWOOD DR
PARK
VIE
W C
T
HEAT
HER
LN
CL MARIPOSA
DENN
ING
AV
OPAL CANYON RD
KELLOGG CT
CL ANDRES
GLEN
FORD
AV
CL ARELINO
COLU
MBIA
TR
WATE
RFAL
L WY
LIVER
MONT
LN
WINDSOR CIR
OAK SHADE RD
SAN JUAN CIR
MEAD
OW LN
VIS MESA CT
CL DL NORTE
*****
SANT
O DO
MING
O AV
BASHOR ST
ELDA ST
CONATA ST
CONATA ST
OAKHAVEN DR
SAN G
ABRIE
L RIVE
R FRW
Y
ELKH
ORN
DRCHIMES AV
FOOTHILL FRWY
DEODAR LN
FIELD
VIEW
AV
*****
CRES
TFIE
LD D
R
*****
LARK
HALL
AV
FREEBORN ST
GARDI ST
MT O
LIVE
DR
MARKWOOD ST
*****
*****
*****
*****
*****
*****
RAND
OM LN
*****
*****
BRAD
BOUR
NE A
V
GARDI ST
TOCI
NO D
R
*****
CONATA ST
*****
UP RR
FAIR
LEE A
V
GARDI ST
MAYNARD DR
ELDA ST
*****
BUSINESS CENTER DR
MARKWOOD ST
E-2212 E-2255E-2166
E-2213
E-2211
E-2256E-2167
E-2254
LegendHIGH WATER LEVEL
SMD Manholes!U Other
Manhole Type!( Standard#* DROP
" ± ShallowXW Trap!? SiphonÍP SMD Pump Stations
3Q SMD Treatment PlantsTrunk SewerlinesNon SMD Sanitary Sewers
!( Non SMD Maintained MHSMD Operations MapsCCTV PROJECT AREA
September 2016
0 360 720 1,080 1,440
Feet
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
CITY OFBRADBURY
O
CCTV PROJECTY0TV1112B
HIGH WATER LEVEL
ENCLOSURE 2
COUNTY OF LOS ANGELES
DEPARTMENT OF PUBLIC WORKS
“To Enrich Lives Through Effective and Caring Service”
900 SOUTH FREMONT AVENUE
ALHAMBRA, CALIFORNIA 91803-1331
Telephone: (626) 458-5100
http://dpw.lacounty.gov
(DATE)
GAIL FARBER, Director
ADDRESS ALL CORRESPONDENCE TO:
P.O. BOX 1460
ALHAMBRA, CALIFORNIA 91802-1460
IN REPLY PLEASE
REFER TO FILE: SM-1
Mr./Ms. (NAME) (ADDRESS) Dear Ms. (LAST NAME): SEWER LATERAL ROOT INTRUSION The County of Los Angeles Consolidated Sewer Maintenance District is responsible for the maintenance of the sanitary sewer system in your area. We recently televised the sewer mainline and discovered roots in your sewer lateral connection. The intrusion of the roots from your lateral may block the flow of sewage in the mainline sewer causing an overflow upstream of your property. You are hereby requested to perform maintenance on the private sewer lateral serving the property located at 4474 El Prieto Road, Altadena, California 91001. In accordance with County Code 20.24.080 Maintenance of Sewer Laterals. "All house laterals, industrial connection sewers, septic tank outlet connections to STEP system, and appurtenances thereto existing as of January 23, 1953, or thereafter constructed, shall be maintained by the owner of the property served in a safe and sanitary condition, and all devices or safeguards which are required by this Division 2 for the operation thereof shall be maintained in good working order." As the property owner, you are responsible for the entire length of the sewer lateral, which includes the portion that extends beyond the property line into the public right of way. We request that you contact a licensed plumber to service your sewer lateral within 90 days to remove roots and any other obstructions that may cause a sewage backup.
Your licensed plumber is required to protect the District's sewer mainlines from dislodged roots and other debris by utilizing catcher baskets at the manhole downstream from your lateral connection. Prior to your plumber cleaning your lateral, please notify the District's sewer maintenance yard in your area at (626) 446-5227 to arrange for authorization to access the downstream manhole. We have enclosed photos of your lateral connection showing the root blockage. In addition, we have included literature on ways to minimize sewer overflows and damage to your home. Please consider establishing a routine cleaning schedule for your sewer lateral to minimize potential plumbing problems caused by root intrusion that are likely to reoccur. If your sewer lateral has been cleaned after the date on the enclosed photos, no further action is necessary. After your lateral has been serviced, please notify Mr. Fernando Villaluna, Sewer Maintenance Division, at (626) 300-3380 or [email protected]. Thank you for helping keep the sewer lines clean and in good working order. Very truly yours, GAIL FARBER Director of Public Works WILLIAM J. WINTER Assistant Deputy Director Sewer Maintenance Division XXXXX
Enc. bc: RS, FV, File (Lateral Notice), SPINDLE
Minimizing Sewer Overflows and Damage to Your Home The sewer system within the County of Los Angeles Consolidated Sewer Maintenance District (District) is comprised of a series of underground pipes. Many are publicly owned; however, the sewer laterals are entirely owned by the private property owner they serve. The laterals extend from the building to the mainline within the street (or within an easement at the rear of your home). The laterals are typically four inches in diameter while the District's mainline is typically at least eight inches in diameter. The private property owner is responsible for the entire length of the lateral, which includes the portion that may be located within the public right of way (under the asphalt and street landscaping).
Sewer backups can cause tremendous damage to the interior of a home. In order to minimize these, the District provides continual maintenance services for the public sewer mainlines. Unfortunately, sewer laterals are often not maintained by private property owners until a disaster strikes. "Out of sight, out of mind" is a typical approach to sewer lateral maintenance and operation by many. It is our hope that we can provide you various means of addressing these issues and thus, minimize your risk of an overflow entering your home. The three methods we suggest are:
1. Maintain your lateral through proper cleaning, repair, and replacement. 2. Do not place improper items into the sewer or make improper connections to the
sewer. a. Keep rainwater out of the sewer lines as it overwhelms the capacity of the
sewer lines and may cause sewer spills. b. Do not pour fats, oils, and grease in your drains as these products harden
and stick to the inside of the sewer pipes, which build up and may eventually cause a blockage in the sewer pipe.
3. Install a backflow preventer and cleanout in your sewer lateral.
SEWER LATERALS – AREAS OF RESPONSIBILITY
Homeowner is responsible for lateral maintenance up to the sewer
mainline.
OR
Sewer Easement
Property Boundary
Sewer Lateral Sewer Lateral Homeowner's Responsibility Homeowner's Responsibility
District's Responsibility District's Responsibility
Foot Path Foot Path Street
Sewer Mainline Sewer Mainline
ENCLOSURE 3
• Quick Structural Rating Report Priority List• Quick Structural Rating Map• Lining and Point Repair Projects Map
ENCLOSURE3
QUICK STRUCTURAL RATING REPORT PRIORITY LIST
CITY OF BRADBURY (YOTV1112B)
ITEM NO. QSR START MH END MH STREET OBSERVATION: LOCATION PROPOSED CORRECTIVE METHOD LENGTH OF REPAIR (FT)
1 5143 2212-0541 2212-0540 GARDI ST Fractures: 25'; 269', 333' Lining: MH to MH 340
2 5134 2212-0544 2212-0543 SPRINGPOINT DR Broken: 26' Structural integrity in tact. No action needed.
3 5132 2212-0230 2212-0231 EASEMENT Cracks: multiple locations Structural integrity in tact. No action needed.
4 4100 2212-0528 2212-0529 MOUNT VIEW DR Fractures: 35' Lining: MH to MH 253
ÍP
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231
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Irwindale
Bradbury
Azusa
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METRO RR
FOOTHILL FRWY
ROYAL OAKS DR
HUNTINGTON DR
*****
CENTRAL AV
ROYAL OAKS TR
UP RR
LAS
LOMA
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HIGH
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AV
MT O
LIVE
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R FRWY
3RD ST
MAYNARD DR
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V
EVERGREEN ST
VINEY
ARD
AV
HACIENDA DR
BLOOMDALE ST
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2ND ST
I-605 N EXIT 27B
TOCI
NO D
R
ATLIN ST
WOODLYN RD
GREE
NBAN
K AV
DUARTE RD
BRADBURY HILLS RD
I-605 N EXIT 27A
FERNLEY DR
CHESSON ST
BAYLOR ST
BASHOR ST
WOODLYN LN
EDIE
DR
FISH CANYON RD
ELMH
URST
AV
WINS
TON
AV
MEL C
ANYO
N RD
FREEBORN ST
BETT
YHILL
AV
CRES
TFIE
LD D
R
POPS
RD
WOOD
BLUF
F AV
PEPP
ER TR
EE LN
FAIR
LEE A
V
FOOTHILL BLVD
RANCHO RD
RAND
OM LN
TREEFERN DR
CHIM
ES AV
FAIR
WOO
D ST
ELDA ST
ROYA
LVIE
W ST
ORCH
ARD
RD
SANT
O DO
MING
O AV
BERNWOOD ST
DALBO ST
E 2ND ST
BUSINESS CENTER DR
MOUN
TAIN
CRE
ST R
D
CL A
DRA
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MILL
BRAE
ST
CONATA ST
BRAD
BOUR
NE A
V
HOPE
DR
MILT
ONW
OOD
AV
SWIS
S TR
AIL R
D
CL M
ALAG
A
EUCALYPTUS WY
LAS BRISAS DR
E CIR
CLE
RD
BEARDSLEE ST
MARKWOOD ST
I-210 E EXIT 38
CL LI
NARE
S
OAKHAVEN DR
SAN
PABL
O WY
LIQUID AMBER DR
USHA
LN
FIELDVIEW AV
WOOD
LAND
CT
SPRI
NG PO
INT D
R
OHIO
WY
PATE
L PL
AMBE
RWOO
D DR
TANC
YN R
D
CAPR
I CT
EL CIELO
LN
LIVE OAK DR
BRAD
BURY
HILL
S LN
CENTER AV
BRIN
SEY
AV
BRAE
WOO
D DR
MT OLIVE LN
SAN M
ARCUS L
N
DEODAR LN
FRAN
CITA
AV
LARK
HALL
AV
TRAI
LS LN
STONEWOOD DR
PARK
VIE
W C
T
HEAT
HER
LN
CL MARIPOSA
DENN
ING
AV
ELKH
ORN
DR
KELLOGG CT
GLEN
FORD
AV
CL VILLADA CIR
COLU
MBIA
TR
WATE
RFAL
L WYCL ARELINO
LIVER
MONT
LN
WINDSOR CIR
SAN JUAN CIR
MEAD
OW LN
VIS MESA CT
CL DL NORTE
*****
CONATA ST
*****
*****
BUSINESS CENTER DR
*****
FOOTHILL FRWY
ELDA ST
*****
CHIMES AV
FREEBORN ST
*****
LARKHALL AV
MT O
LIVE
DR
SAN G
ABRIE
L RIVE
R FRW
Y
FIELD
VIEW
AV
DEODAR LN
CRES
TFIE
LD D
R
*****
GARDI ST
BASHOR ST
*****
*****
RAND
OM LN
CONATA ST
*****
BRAD
BOUR
NE A
V
*****
GARDI ST
TOCI
NO D
R
*****
CONATA ST
UP R
R
FAIR
LEE A
V
GARDI ST
MAYNARD DR
ELDA ST
*****
SANT
O DO
MING
O AV
OAKHAVEN DR
E-2212E-2166
E-2213
E-2211
E-2167
E-2255
E-2256
E-2254
LegendSMD Sanitary Sewers QSR
1: MINOR2: MINOR TO MODERATE3: MODERATE4: SIGNIFICANT5: MOST SIGNIFICANT
SMD Manholes!U Other
Manhole Type!( Standard#* DROP
" ± ShallowXW Trap!? SiphonÍP SMD Pump Stations
3Q SMD Treatment PlantsTrunk SewerlinesNon SMD Sanitary Sewers
!( Non SMD Maintained MHSMD Operations MapsCCTV PROJECT AREA
September 2016
0 350 700 1,050 1,400
Feet
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O
CITY OFBRADBURY
CCTV PROJECTY0TV1112BENCLOSURE 3
QUICK STRUCTURALRATING(QSR)
ÍP
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528
541 540
Duarte
Irwindale
Bradbury
Azusa
Unincorporated
METRO RR
FOOTHILL FRWY
ROYAL OAKS DR
HUNTINGTON DR
*****
CENTRAL AV
ROYAL OAKS TR
UP RR
LAS
LOMA
S RD
HIGH
LAND
AV
MT O
LIVE
DR
GARDI ST
ENCANTO PKWY
SAN GAB
RIEL RIVE
R FRWY
MAYNARD DR
OAK A
V
1ST ST
VINEY
ARD
AV
3RD ST
EVERGREEN ST
HACIENDA DR
BLOOMDALE ST
I-605 N EXIT 27B
ROYAL OAKS DR N
ATLIN ST
TOCI
NO D
R
WOODLYN RD
BRADBURY HILLS RD
GREE
NBAN
K AV
I-605 N EXIT 27A
FERNLEY DR
CHESSON ST
2ND ST BAYLOR ST
BASHOR ST
DUARTE RD
EDIE
DR
FISH CANYON RD
ELMH
URST
AV
FREEBORN ST
MEL C
ANYO
N RD
CRES
TFIE
LD D
R
WOODLYN LN
POPS
RD
BETT
YHILL
AV
PEPP
ER TR
EE LN
FAIR
LEE A
V
RANCHO RD
FOOTHILL BLVD
RAND
OM LN
TREEFERN DR
WOOD
BLUF
F AV
CHIM
ES AV
FAIR
WOO
D ST
ELDA ST
ROYA
LVIE
W ST
ORCH
ARD
RD
SANT
O DO
MING
O AV
BERNWOOD ST
DALBO ST
E 2ND ST
BUSINESS CENTER DR
CL A
DRA
OLEANDER DR
MILLBRAE ST
MOUN
TAIN
CRE
ST R
D
CONATA ST
BRAD
BOUR
NE A
V
MILTONWOOD AV
SWIS
S TR
AIL R
D
FLOW
ER A
V
CL M
ALAG
ACL MARTOS
EUCALYPTUS WY
LAS BRISAS DR
E CIR
CLE
RD
BEARDSLEE ST
CL LI
NARE
S
OAKHAVEN DR
SAN
PABL
O WY
LIQUID AMBER DR
I-210 E EXIT 38
USHA
LN
WOOD
LAND
CT
SPRI
NG PO
INT D
R
OHIO
WY
PATE
L PL
AMBE
RWOO
D DR
TANC
YN R
D
CAPR
I CT
LIVE OAK DR
BRIN
SEY
AV
BRAE
WOO
D DR
MT OLIVE LN
SAN M
ARCUS L
N
FIELDVIEW AV
FRAN
CITA
AV
LARK
HALL
AV
TRAI
LS LN
STONEWOOD DR
PARK
VIE
W C
T
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HEAT
HER
LN
CL MARIPOSA
ELKH
ORN
DR
KELLOGG CT
GLEN
FORD
AV
CL VILLADA CIR
WATE
RFAL
L WY
LIVER
MONT
LN
WINDSOR CIR
OAK SHADE RD
SAN JUAN CIR
MEAD
OW LN
VIS MESA CT
CL DL NORTE
DRES
DEN
AV
FREEBORN ST
FOOTHILL FRWY
CONATA ST
BUSINESS CENTER DR
ELDA ST
GARDI ST
*****
FIELD
VIEW
AV
*****
*****
*****
GARDI ST
CRES
TFIE
LD D
R
*****
RAND
OM LN
ELDA ST
*****
MAYNARD DR
CHIMES AV
CONATA ST
*****
*****
BRAD
BOUR
NE A
V *****
*****
SAN G
ABRIE
L RIVE
R FRW
Y
BASHOR ST
*****
CONATA ST
UP R
R
MT O
LIVE
DR
FAIR
LEE A
V
GARDI ST
TOCI
NO D
R
ELDA ST
*****
SANT
O DO
MING
O AV
OAKHAVEN DR
E-2212
E-2213
E-2211
E-2255
E-2256E-2167
LegendLining MH to MH
SMD Manholes!U Other
Manhole Type!( Standard#* DROP
" ± ShallowXW Trap!? SiphonÍP SMD Pump Stations
3Q SMD Treatment PlantsTrunk SewerlinesNon SMD Sanitary Sewers
!( Non SMD Maintained MHSMD Operations MapsCCTV PROJECT AREA
September 2016
0 340 680 1,020 1,360
Feet
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
CITY OFBRADBURY
O
CCTV PROJECTY0TV1112BENCLOSURE 3
LINING & POINT REPAIRPROJECTS