City of Culver City, California
City Council Agenda Item Report
RECOMMENDATION:
Staff recommends that the City Council authorize the Public Works Department to
release a Request for Proposals (RFP) for the rehabilitation of approximately 125
sewer manholes throughout Culver City.
BACKGROUND:
Public Works Staff has identified approximately 125 sewer manholes throughout the
City in need of rehabilitation. The sewer manhole is the access way from the manhole
lid on the surface of the street leading down to the sewer main. The rehabilitation will
include the rehabilitation of existing concrete or brick sanitary sewer manholes to
rebuild strength and eliminate possible infiltration, outflow, root intrusion, and future
deterioration of the concrete and brick due to the sewer environment.
DISCUSSION:
Sewer manholes deteriorate for a variety of reasons. The constant stress of traffic
causes subsidence and shear cracks, which progressively weaken these structures.
Additionally, disintegrated mortar joints become primary entry points for ground-water
infiltration, washing out supporting back fill and causing manhole walls to collapse.
Corrosive sewer gases found in sewer lines attack concrete walls deteriorating the
concrete and causing structural failures. The combination of hydrogen sulfide and
water vapor creates dilute sulfuric acid that attacks conventional cement walls and
mortar joints. When this occurs it can seriously endanger the street surface above as
it could ultimately lead to a collapse of the manhole and the corresponding
development of a sinkhole in the street. Additionally, a severely deteriorated manhole
may eventually collapse into the sewer main and block the flow of the sewer pipeline.
Meeting Date: February 05, 2007 Item Number: C-2
AGENDA ITEM: Authorization to Release a Request for Proposals for the
Rehabilitation of Sewer Manholes throughout Culver City.
Contact Person/Dept.:
Eric Mirzaian
Public Works-Maintenance Operations
Phone Number:
(310) 253-6410
Fiscal Impact: Yes [x] No [] General Fund: Yes [] No [X]
Public Hearing: [] Action Item: [] Attachments: [X]
Public Notification: Master Notification List on (01/31/2007)
Department Approval:
Charles D. Herbertson (01/23/07)
City Attorney Approval:
Heather Iker (01/29/2007)
City Controller Approval:
Marlee Chang (01/30/2007)
City Manager Approval:
Jerry B. Fulwood (01/30/2007)City of Culver City, California
City Council Agenda Item Report
Should the City Council approve the release of the RFP, the following table includes
the timeline for the project:
Task Time Frame
RFP Approval by City Council February 12, 2007
Release of Notice Inviting Proposals February 13, 2007
Pre-proposal Meeting February 22, 2007 at 9:00 AM
Deadline for Receipt of Proposals March 15, 2007 at 2:00 PM
Consideration of Award of Contract April 9, 2007
Data Gathering and Study
Preparation
N/A
Presentation of Study to Council N/A
FISCAL ANALYSIS:
The total estimated annual cost for the rehabilitation of approximately 125 sewer
manholes is $250,000. The project will be accomplished over a five year period with
approximately 25 manholes rehabilitated each year.
The annual funding has been allocated into the following Sewer Enterprise Fund
account: 20466100.619800 (Wastewater Maintenance – Other Contractual Service)
ATTACHMENTS:
Copy of the Request for Proposal
Spreadsheet (Manhole Dimensions)
MOTION:
That the City Council:
Authorize staff to release the Request for Proposal for the rehabilitation of
approximately 125 sewer manholes throughout the City.
MEETING DATE: February 05, 2007
AGENDA ITEM: Authorization to Release a Request for Proposals for
the Rehabilitation of Sewer Manholes throughout Culver City.
ATTACHMENTS
Pages
Request for Proposals
1-9
2. Manhole Dimensions
10-13PU6 C ik.KS E A TIVII E T
REQUEST FOR PROPOSALS
SEWER MANHOLE
REHABILITATIONGENERAL INFORMATION
Project Summary
The City of Culver City is soliciting proposals from qualified firms to provide the rehabilitation of
approximately 125 existing concrete or brick sanitary sewer manholes to rebuild strength and
eliminate possible infiltration, outflow, root intrusion and future deterioration of the concrete due
to the sewer environment. It is the intent of this Request for Proposal (RFP) to cover all aspects
of rehabilitation of these manholes including types of repair, methods of repair, materials and
equipment. The average diameter on these manholes is approximately 5 feet and the depth
ranges between 5 feet to 20 feet.
Scope of Work
The scope of work shall include the lining and rehabilitation of sanitary sewer manholes at
various locations as directed by the Public Works Director or his designee with the use of a
cured-in-place laminated composite comprised of five layers of an epoxy-fiberglass with an
impervious PVC inner membrane combination. The liner system shall be a Poly-Triplex liner
system or a pre-approved equivalent substitute. Work may also involve the rehabilitation of the
channels directing the flow of the sewer main, as well as, the replacement of certain manhole
lids/seals.
Work Summary
1. It shall be the responsibility of the Contractor to make sure that the Cured In Place
Manhole (CIPM) liner completely seals the manhole, shelf, pipe inlet and outlets, and the
lid ring frame in a monolithic method, as required, and that no holes, cracks, or seams in
the liner are left unsealed, which would allow gases or fluids to flow behind the CIPM
liner,
2. Furnish all labor, materials, equipment, and incidentals required to supply and install a
protective CIPM liner as required.
3. The CIPM liner shall be designed and installed to protect concrete, brick, and other
manhole surfaces from corrosion. The C1PM liner product shall be designed to stop
infiltration, root intrusion, and further deterioration in the manhole. The interior surfaces
to be protected shall include the walls, shelves, pipe junctions and the lid ring frame.
4. Omission of a specific item or component obviously necessary for the proper installation
and functioning of the system shall not relieve the Contractor from the responsibility of
supplying that specific item or component at no additional expense to the City.
References
The CIPM liner system shall be manufactured and installed as to be in compliance with the
minimum value recommended by the manufacturer's standards and or applicable ASTM testing
requirements.
ASTM D-638 Tensile Strength and Tensile Modulus
ASTM D-695 Compressive Strength
ASTM D-790 Flexural Strength and Flexural Modulus
ASTM D-2240 HardnessTERMS AND PRICING
The term of the agreement shall be a total of five years, with an average of approximately 25
manholes rehabilitated each year. The actual number of manholes to be rehabilitated will be
determined ahead of time by City Staff and given to the selected Contractor for completion each
year. Either party may terminate the agreement without cause with a thirty-day (30-day) written
notification.
The attached sewer manhole locations and dimensions are approximations and are to be used
as a guide in preparing a cost estimate to complete the entire project, though the work will be
completed over a multi-year term in accordance with annual budgetary constraints.
The contract unit prices shall be paid for as stated in the proposal and shall include furnishing all
traffic control, tools, materials and equipment necessary for a complete rehabilitation of each
manhole per the specifications, and no additional compensation will be allowed therefore.
PROPOSAL SUBMITTAL TIMELINE
1. Pre-proposal Meeting
Interested proposers must attend a mandatory pre-proposal meeting. The meeting is
scheduled for February 22, 2007 at 9:00 am. The location of the meeting will be at the
Public Works Maintenance Yard, 9505 W. Jefferson Blvd., Culver City, CA 90232.
2. Proposal Due Date
Proposals shall be delivered in one (1) original and two (2) photocopies in an envelope
marked "Sewer Manhole Rehabilitation" to the contact person indicated below by no
later than 2:00 pm March 15, 2007.
3. The City of Culver City reserves the right to reject any and all proposals, to waive any
informality or technical defects in any proposal, to award all or any individual part/item of
the proposal and to make an award in the best interest of the City.
Proposals will not be accepted after the proposal due date and time stated above.
Incomplete proposals that do not conform to the requirements specified herein may not
be considered.
4. Contact Person
Eric Mirzaian
Sr. Management Analyst
Public Works Department
9505 W. Jefferson Blvd.
Culver City, CA 90232
Tel: (310) 253-6410
Fax: (310) 253-6430
eric.mirzaian@culvercity.orq
SCOPE OF WORK
All work shall comply with Section 500-2 (Manhole and Structure Rehabilitation) of the 2006
edition of the Standard Specifications for Public Works Construction (SSPWC)
"GREEN BOOK".Work will involve the rehabilitation of existing concrete or brick sanitary sewer manholes to
rebuild strength and eliminate possible infiltration, outflow„ root intrusion, and future
deterioration of the concrete due to the sewer environment.
A. Traffic Control
Contractor must follow Work Area Traffic Control Handbook (WATCH) manual
procedures to ensure safe traffic control practices are followed during the performance
of their work. Selected Contractor will be required to submit a traffic control plan for
approval durinq the contract certification process of the project.
B. Field Measurement and Inspection of Manholes
The Contractor shall field measure and inspect manholes before ordering materials. The
Contractor shall submit a copy of the written measurements to the Public Works Director
or his designee. If the Contractor notices any unusual conditions that would require a
heavier weight liner material than specified in the table below (Section F-Liner Bag), this
shall be indicated to the Public Works Director or his designee for approval. A change
order will be initiated before the ordering of materials with each change order form
including the physical street address of each manhole.
C. Surface Preparation
Contractor shall remove all manhole maintenance steps flush with the structure wall
before lining.
Contractor shall clean manhole walls and base with high pressure water prior to the
installation of the liner.
Contractor shall engage in the mechanical removal (pneumatic chisels, jack hammers or
other approved mechanical means) of hard calcium deposits that cannot be removed
with high pressure water blasting.
All active structure infiltration must be eliminated completely prior to liner application. All
grouting shall be completed in accordance with current applicable National Association
of Sewer Service Companies (NASSCO) specifications.
Contractor shall be responsible for removal and disposal of all debris removed during the
rehabilitation process. The Contractor shall comply with all Federal, State, and Local
regulations regarding disposal of debris.
D. Flow Control
Any flow control or bypass pumping necessary to perform manhole rehabilitation shall be
the responsibility of the Contractor.
E. Concrete Mortar Replacement
Concrete replacement to build the wall up to within one inch of the nominal inside
diameter of the structure shall be air or manual placed concrete per "GREENBOOK"
Section 500-2.4.3, 500-2.4.4 & 500-2.4.5.
F. Liner Bag
The liner bag shall be composed of five layers composed of E glass fiberglass, polyester
felt, and a flexible non-porous PVC water and gas shield membrane. The flexible non-porous PVC water and gas shield shall be embedded between the structural layers of
epoxy-fiberglass to guard against nicks, tears and damage to the gas protection
membrane.
The pre-saturated weight of the liner bag materials shall conform to the table below:
MH
Depth
in Feet
Outside
Fiberglass
Weight
Inside
Felt
PVC Inner
Barrier
Inside
Felt
Inside
Fiberglass
Weight
Min. Total
Composite
Weight
> 10 12 oz. 20 oz. 12 oz. 44 oz.
>15 18 oz. 20 oz. 18 oz. 56 oz.
>20 24 oz. 200z. 24 oz. 68 oz.
>35 48 oz. 20 oz. 48 oz. 116 oz.
The design table above is intended as a general manhole guide for the minimum weights
of the liner bag materials at various depths. This is not intended to limit the liner
manufacturer's and authorized installer's judgment to recommend the use of a heavier
weight fiberglass liner material for unusual conditions identified in the structure during
the pre-manufacturing measurement and inspection. Any recommended increase in the
liner thickness approved by the Public Works Director or his designee will not affect the
warranty requirement. The increased cost for the thicker liner shall be paid for by a
change order.
The angle point between the manhole wall and base shall be reinforced with extra layers
of fiberglass and shall have a minimum completed composite thickness of six layers of
fiberglass each with a minimum weight as specified in the table above.
The CIPM liner shall be constructed in such way the non-porous inner flexible PVC
membrane is protected from damage by the use of an epoxy-fiberglass layer. This
inside surface protective layer is to protect the CIPM liner from impact damage (nicks
from rodders and root cutters, hydro-vac nozzles, inspection cameras, survey equipment
and construction techniques used in pipeline rehabilitation). The importance of this
protection layer cannot be over-emphasized to protect the manhole from sulfides and
other gases penetrating through nicks and cuts in an unprotected membrane. This
CIPM liner must be impervious and without holes that will allow hidden corrosion on the
concrete behind the liner, which can cause the eventual failure of the liner and the
manhole. This inner liner may be installed with multiple installations.
G. Epoxy Resin
The modified epoxy resin shall be a two component 100% solid, non-VOC style resin.
The resin shall bond to the existing manhole brick or concrete substrate and each layer
of the fiberglass, polyester felt, and flexible PVC inner liner.
H. Repair of Installed Liner
The finished lining must be repairable at any time during the life of the structure. The
lining shall be flexible, and have an elongation sufficient to bridge up to a 1/4-inch
settling crack, without damage to the lining. The liner shall be able to bridge expansion
cracks that may occur.I. Safety
The Contractor shall comply with all Federal, State, Local and CAL/OSHA safety
regulations. The Contractor's personnel shall be certified for confined space entry.
J. Installation and Field Inspection
Plywood and protective plastic shall be used around the maintenance hole to isolate the
street surface from the resin. Good housekeeping measures shall be employed and any
spilled resin shall be cleaned up at the Contractor's expense.
A flow control device shall be installed to maintain the normal flow and isolate the bottom
of the liner from the flow during installation of the liner.
The Public Works Director or his designee shall inspect each dry liner bag before
installation to verify that the inspection tag, installation address, and the liner materials
comply with the table in Section F.
Both the inside and outside layers of the dry fiberglass liner shall be wet out separately
with a 100% solid, non-VOC modified epoxy. There shall be no dry spots in either of the
fiberglass liners.
The wet out liner, bottom, and six layer reinforced angle section shall be installed per the
manufacturer's standards.
The wet out liner shall be inflated, heat cured with steam, and cooled with air per the
manufacturer's standards.
The cured liner shall be cut out over the pipe channel leaving a slight flared edge. The
top of the liner shall be cut off even with the top of the riser ring. Any fins in the liner at
the top of the rings shall be cut in a tapered fashion to allow a full 24-inch access to the
manhole.
The top and bottom of the cuts shall be sealed.
A cured flat sample of the liner to be installed and six layer reinforced angle section shall
be provided to the Public Works Director or his designee prior to each installation for
testing.
K. Testing and Quality Control
A spark test shall be performed on each installed liner at a minimum of 15,000 volts per
"GREENBOOK" section 500-2.4.8.
A chemical resistance test ("Pickle Jar Test") shall be performed per "GREENBOOK"
section 210-2.3.3.
The cured sample shall be visually inspected by the Public Works Director or his
designee to confirm that the PVC barrier was installed between the layers of fiberglass
and that a minimum of six layers of fiberglass was installed and cured at the bottom of
the manhole.The Public Works Director or his designee may elect to have the City's Public Works
Inspector involved in all inspection phases throughout the duration of the project.
WARRANTY
The manufacturer of the CIPM lining material shall furnish an affidavit attesting to a
minimum period of 10 years successful use of its materials as a lining for concrete and
brick structures in wastewater conditions recognized as corrosive or otherwise
detrimental to concrete.
Manufacturer shall warrant the performance of the CIPM liner for 10 years.
The installation Contractor shall include a 5-year warranty for materials and labor to
repair or replace any failing conditions of the liner in the structure.
CONTRACTOR RESPONSIBILITIES
1. Should the Contractor or its employees cause any damage to public or private
property, the Contractor will be required to make repairs immediately. The City may
however, elect to make repairs or replacements of damaged property and deduct the
cost of such from payments due to the Contractor under the contract. The
Contractor shall not be responsible for any damages caused by sewer stoppages
unless caused by their gross negligence. The Contractor is responsible for any
damages caused by sewer stoppages if they are caused by their gross negligence.
2. Contractors must follow Work Area Traffic Control Handbook (WATCH) manual
procedures to ensure safe traffic control practices are followed during the
performance of their work.
3. The Contractor shall adhere to all the City's National Elimination Pollution Discharge
Elimination System (NPDES) Permit requirements.
4. The Contractor shall comply with all Federal, State, and Local laws, with special
attention to those laws that pertain to the handling, transportation, and use of any
hazardous materials and pertaining to the type of work specified herein.
5. The Contractor shall clean all job sites when work is completed, including the
removal of all tools and materials used during work. Each day's scheduled work
shall be completed and cleaned up and under no circumstance shall any manhole
equipment, contractor's tools/equipment and trucks be left on the street overnight.
The Contractor shall be responsible for the protection of all improvements adjacent
to the work areas, including but not limited to, curbs, gutters, street paving,
sidewalks, traffic control signage/equipment, etc. located on either public or private
property.
SCHEDULING
1. The Contractor will be required to commence work after a "Notice to Proceed" has
been issued by the City. The Contractor shall, prior to commencing, submit and gain
approval of a weekly work schedule indicating the order and location of work.
2. The general hours of operation shall be 8:00 AM to 5:00 PM. The days of operations
shall be Monday through Friday. No work shall be performed on Saturday or
Sunday.PROPOSAL REQUIREMENT & FORMAT
1. Company Profile: Identify the legal name, address, telephone and fax number of
your firm.
2. Qualifications: At a minimum, eligible proposers will have qualifications in the
rehabilitation of sewer manholes and knowledge of applying Cured In Place Manhole
(C1PM) rehabilitation. Proposers must hold an active State of California Contractor's
License at time of proposal submittal. Proposers must submit current OSHA and
other applicable certifications relevant to this project.
3. Scope of Services: Describe the recommended scope of service to be performed by
your firm that clearly displays an understanding of the project as described in the
'Scope of Work' section of this RFP. Additionally, specific items that will not be
maintained by proposers shall be clearly indicated in the proposal.
4. References: Provide a minimum of five (5) references the City may contact
concerning your performance on other similar sewer manhole rehabilitation
contracts, preferably in the Southern California area.
5. Claim History: Provide information on any legal judgments or claim settlements your
firm and any individual has had in the past five years against any public or private
entity for whom it provides service, with an explanation of their disposition.
6. Schedule of Fees: The measurement and payment for cured-in-place manhole liner
sewer manhole rehabilitation as described in this RFP shall be made at the contract
unit price per each manhole.
The above contract price and payment shall be considered as full compensation for
furnishing all labor, materials, tools, equipment, transportation and incidentals and for
doing all the work involved and necessary to repair existing sanitary sewer manholes
and shall include lining, manhole rehabilitation, manhole sealing and water tightness,
complete in place, including field measurements of all manholes, protection and
restoration of existing public and private facilities, control of surface and subsurface
water, disposal of concrete and extraneous and surplus excavated materials, and all
other features as necessary to complete this work as specified in the Standard
Specifications for Public Works Construction "GREENBOOK" 2006 edition, these
special provisions, and as directed by the Public Works Director or his designee.
7. Proof of the Following Insurance Coverage:
• General Liability including coverage of premises, products and complete
operations, independent contractors/vendors, personal injury and contractual
obligations with combined single limits of coverage of at least $1,000,000 per
occurrence.
• Automobile Liability, including owned, non-owned and hired vehicle of at least
the following limits:
a. Primary bodily injury with limits of at least $500,000 per person; $500,000
per occurrence; and
b. Primary property damage of at least $500,000 per occurrence; orc. Combined single limits of $500,000 per occurrence.
• Worker's Compensation insurance as required by the Labor Code of the
State of California.
• Proof that if selected, your insurance carrier will execute the attached City of
Culver City Special Endorsement. If an additional fee will be charged by your
insurance carrier, then you must include that in your fee based proposal.
Any changes in the scope of work resulting in a contract increase or decrease in fee shall be
approved by the Public Works Director in writing prior to commencement of actual change in
work. No fee adjustment will be allowed unless said prior approval is authorized exclusively in
writing by the City, without explanation.ATTACHMENT-Sewer Manhole Dimensions
LOCATION LOCATION NOTES LENGTH (ft) WIDTH (ft)
1 5933 Slauson Ave 10 4
2 5933 Slauson Ave 8 6
3 5933 Slauson Ave 6 6
4 10733 Ranch Rd 5 4
5 10733 Ranch Rd 5 4
6 10803 Stever St 10 4
7 10889 Stever St 7 4
8 10954 Stever St 9 4
9 10954 Stever St side driveway 7 4
10 5710 Sawtelle Blvd 8 4
11 5680 Sawtelle Blvd 11 4
12 5327 Kinston 6 4
13 5451-57 Kinston 5 4
14 5539-45 Kinston 4 4
15 5551-57 Kinston 4 4
16 10890 Whitburn 4 4
17 Mesmer Pump Station driveway apron 14 5
18 Mesmer Pump Station middle manhole 13 4
19 Mesmer Pump Station adjacent to fence 13 4
20 Slauson b/w Segrell & Culver Pk Dr 13 4
21 Slauson at Segrell 13 4
22 Slauson at Jefferson Alley b/w Buffalo & Firestone 12 4
23 Jefferson Alley north of slauson 11 4
24 Jefferson Alley further north 11 4
25 Jefferson Alley further north 11 4
26 Jefferson Alley further north 11 4
27 Jefferson Alley further north 11 4
28 Berryman Ave (north of Sepulveda) behind FS#3 10 4
29 Alley b/w Berryman & Sawtelle behind Batteries Plus 11 4
30 Alley b/w Berryman & Sawtelle next King's Cafe 11 4
31 Alley b/w Janison & Sawtelle next to PetCo 11 4
32 Alley b/w Janison & Sawtelle behind US Bank 11 4
33 Alley b/w Janison & Sawtelle behind motel 11 4
34 5433 Janison 9 4
35 5387 Cote 4 4
36 Cote & Pickford 4 4
37 Cote b/w Fairbanks & Pickford 6 4
38 Cote & Fairbanks 6 4
LID/COVERS39 Cote b/w Fairbanks & Westwood 7 4
40 Coto & Westwood 7 5
41 Cota b/w Westwood & Rhoda 7 4
42 Cota & Rhoda
7 4
43 Cote & Ocean near driveway 7 4
44 Cote & Ocean middle of street 6 4
45 Cola & Ocean near house 7 4
46 Cola & Ocean 8 4 New ring
47 11063 Ocean 1st mh east of Cola 7 4
48 11023 Ocean 6 4
49 10943 Ocean 7 4
50 10821 Ocean 7 4 New lid
51 Ocean & Westwood 6 4
52 Ocean & Fairbanks 5 4
53 Ocean & Pickford 5 4
54 Ocean & Overland Alley 8 4
55 4520 Sepulveda next to Pep Boys 11 4
56 4460 Sepulveda next to YMCA 13 4
57 4436 Sepulveda at Braddock 15 4
58 4406 Sepulveda at Barman 15 4 New lid
59 4338 Sepulveda at Lindblade 13 4 New lid
60 4300 Sepulveda south of Culver 15 3
61 4246 Sepulveda north of Culver 13 3
62 4204 Sepulveda 13 3 New lid
63 Sepulveda (south of Wash Blvd) next to Chevy dealer 13|1010|64 Sepulveda (north of Wash Blvd) next to Arco 15 3
65 Sepulveda (south of Wash PI) next to Anderson 15 3
66 Sepulveda (north of Wash PI) next to Chevron 16 3
67 3940 Sepulveda Sea Aisle Apartments 16 3
68 Reid St. (dead end) driveway 5 4
69 Reid St. (dead end) street 5 3
70 Mesmer b/w Beatrice & Jefferson north of wash 15 4
71 4311 Jackson private property
72 4315 Jackson private property
73 National bike trail manhole at driveway 19 3
74 Syd Kroenthal Park west of baseball field 7 5 New lid
75 Syd Kroenthal Park behind 2nd ball field 7 4 New [id
76 Syd Kroenthal Park Fay & National 12 4 New lid
77 Syd Kroenthal Park Fay & National (next to fence) 11 4 New lid
78 Syd Kroenthal Park Fay Ave cul-de-sac (behind bushes) 10 3 New lid
79 5880 Adams Blvd Hajoca Plumbing Supplies 9 3 New ringCulver City Animal Hospital
Pizza Hut (sidewalk)
sidewalk
north of Washington Blvd
north of Washington Blvd
north of Washington Blvd
north of Washington Blvd
north of Washington Blvd
80 Alexander Machinery
81 5830 VVashington Blvd
82 Wash Blvd & Hines Ave
83 Adams Blvd & Hines Ave
84 5811 David Ave
85 5819 Ernest Ave
86 5865 Dauphin Ave
87 5919 Comey Ave
88 S/W corner of Wash & La Cienega
89 N/E corner Culver & Madison
90 Washington Blvd & Madison Ave
91 Washington Blvd & Duquesne Ave
92 9727 Washington Blvd
93 Culver Blvd & Lafayette PL
94 9546 Washington Blvd
95 9516 Washington Blvd
96 9400 Washington Blvd
97 3859 Cardiff Ave
98 Cardiff Alley
99 9543 Watseka Ave
100 Madison Ave & Culver Blvd
101 Madison Ave & Culver Blvd
102 3815 Culver Center
103 3851 Culver Center
104 3864 Culver Center
105 3880 Culver Center
106 10885 Washington Blvd
107 10915 Washington Blvd
108 4064 Colonial Ave
109 Alley b/w Colonial & Wasatch
110 4048 Wasatch Ave
111 4034 Boise Ave
112 4034 Boise Ave
113 12565 Washington Blvd
114 3989 Meier St
115 3988 Moore St
116 Alley b/w Beethoven & Lyceum
117 Alley b/w Lyceum & Alla
118 Alley b/w Alla & Michael
119 Alley b/w Michael & Tivoli
120 3964 Redwood Ave|10 9| 3
a 3|10 9| 3|10 9| 3|109| 3|109| 3|109| 3|109| 3|109| 3|109| 4|109| 3|109| 3|109| 3
27"|109| 3
27"
27"|109| 3|109| 3|109| 3|109| 4|109| 3
14 3
13 3
10 2|109| 2
13 3
12 3
11 3
12 3
12 3
12 3|109| 3
13 3
12 3
13 3
14 3
13 3
13 3
13 3
11 3
S&W Diner
Santa Maria BBQ
Daphne's Greek Cuisine
Culver Hotel
Tokyo 77
Watseka Parking Structure
north of Culver
south of Culver
CPK ASAP
Cingular
Kragen Auto Parts
Best Buy
at Elenda
La Ballona Elementary School
north of Washington Blvd
New ring & channel
New ring
New ring
New ring & channel
New ring & channel
New channel
New ring & channel
New ring
New ring
Ring only
Ring only
Ring only
New ring121 Alley b/w Redwood & VValgrove
122 Alley b/w Walgrove & Glencoe
123 4019 Michael Ave
124 4015 Alla Rd
125 4011 Lyceum Ave
north of Washington Blvd
north of Washington Blvd
south of Washington Blvd
south of Washington Blvd
south of Washington Blvd
11
3
New channel
10
3
12
3
11
3
11
3