2012 capital improvement program sewers and …...8 sewer pump station replacement at 1865 n....

FY 2007 - 2012 Capital Improvement ProgramSewers and Storm Drains

TotalEstimated

CostFY 2009 to 2012Estimated CostPriority Description

AppropriatedThroughFY 2006

AdoptedFY 2007

ProposedFY 2008

1 11,253,751 2,113,751 750,000 450,000 7,940,000Preventive Maintenance - Sewer System (76267)

2 1,213,000 680,000 251,000 60,000 222,000Preventive Maintenance - Corrugated Metal Pipe (CMP) Storm Drains (76473)

3 2,000,000 1,200,000 400,000 400,000 0Sewer Inspection and Evaluation Program (76270)

4 4,906,000 3,210,000 246,000 150,000 1,300,000Preventive Maintenance - Curbs and Gutters (76358)

5 1,800,000 1,280,000 160,000 90,000 270,000Storm Drain Structure Repairs and Improvements - Various Locations (76283)

6 1,020,000 420,000 200,000 100,000 300,000NPDES - Storm Water Pollution Prevention Program (76290)

7 1,600,000 400,000 200,000 200,000 800,000Drainage Improvements on Streets With Flat Grades (76508)

8 110,000 90,000 0 0 20,000Sewer Pump Station Replacement at 1865 N. Rosemont Avenue (76531)

9 1,889,500 1,089,500 400,000 0 400,000Laguna Road Trunk Sewer - Rehabilitation (76534)

10 1,042,000 250,000 0 396,000 396,000Rehabilitation of Arroyo Parkway Storm Drain - from Holly Street to South City Limit (76538)

11 690,000 100,000 0 0 590,000South Lake Avenue Sewer Upgrade - San Pasqual Avenue and Oakwood Place to Cornell Road and Arden Road (76539)

12 126,000 10,000 116,000 0 0Holly Street Bridge Storm Drain Replacement (76385)

13 234,000 0 0 0 234,000Mar Vista Avenue Sewer Upgrade - Maple Street to Villa Street

14 1,798,000 0 0 0 1,798,000Euclid Avenue Storm Drain - Alpine Street to Allendale Road, and Allendale Road to Los Robles Avenue

15 800,000 610,302 0 0 189,698El Mirador Tract Storm Drain (76390)

16 8,462,000 5,003,470 0 200,000 3,258,530East Side Storm Drain Improvements (76325)

17 500,000 0 0 0 500,000Busch Garden Sewer Pump Station

18 309,000 0 0 0 309,000Putney Road Storm Drain Replacement/Extension

19 187,000 0 0 0 187,000Remove Cross Gutter, Construct Storm Drain at Walnut St. and Parkwood Ave.

20 918,000 0 0 0 918,000Arroyo Boulevard and Stanton Street Storm Drain

21 956,000 0 0 0 956,000Sequoia Drive Sump and Anita Drive Sump to Avenue 64 and Nithsdale Storm Drain

6 - Summary


TotalEstimated

CostFY 2009 to 2012Estimated CostPriority Description


AdoptedFY 2007

ProposedFY 2008

22 98,000 0 0 0 98,000Melrose Avenue and Avenue 64 - Storm Drain

23 971,000 0 0 0 971,000Orange Grove Boulevard Drainage Improvements

24 231,000 0 0 0 231,000California Boulevard Storm Drain - Pasadena Avenue to St. John Avenue

25 555,000 0 0 0 555,000Bellefontaine Storm Drain - Fairmont Avenue to St. John Avenue

26 605,000 0 0 0 605,000Raymond Avenue Storm Drain - Maple Street to Villa Street

27 240,000 0 0 0 240,000Villa Street Storm Drain - Summit Avenue to Raymond Avenue

28 202,000 0 0 0 202,000Manford Way Sewer Access

44,716,251 16,457,023 2,723,000 2,046,000 23,490,228Total

6 - Summary


Preventive Maintenance - Sewer System76267

Preventive Maintenance - Sewer System76267Priority DescriptionProject No.

1 FY 2009 to 2012Estimated Cost

AdoptedFY 2007

ProposedFY 2008


TotalEstimated

Cost

15,000 15,000 0 0 0City of La Canada Flintridge11,238,751 2,098,751 750,000 450,000 7,940,000Sewer Maintenance and Construction Fund11,253,751 2,113,751 750,000 450,000 7,940,000

Maintenance to Sewer System DESCRIPTION: This project provides for the systematic repair, rehabilitation, or replacement of the City's sewer collection system. The system consists of 311 miles of sewer pipes ranging in size from 6-inch to 30-inch in diameter. The average age of the pipes is estimated to be 60 years, and some pipes have been in use since the 1880s. The sewer pipes are made of ductile iron, cast iron, vitrified clay, unreinforced concrete and reinforced concrete. This is a twenty-year program.

JUSTIFICATION: Although cleaned and maintained on a regular basis, the system is aged and suffers from a variety of defects. Pipes are subject to breakage from wear and tear, earthquake movements, improper installation, protruding house connections and chemical corrosion.

SCHEDULE: This is an ongoing project. Work will be conducted based on the findings of the yearly sewer inspection and evaluation.

RELATIONSHIP TO GENERAL PLAN: This project is consistent with the Land Use Element by continuing to implement capital improvements which will maintain or rehabilitate infrastructure.

IMPACT ON THE NORTHWEST: Approximately 25 percent of this project is located in Northwest Pasadena which is an area that has been targeted for revitalization.

HISTORY: This project was created and received initial funding in FY 1990.

Total

6.1


Preventive Maintenance - Corrugated Metal Pipe (CMP) Storm Drains76473

Preventive Maintenance - Corrugated Metal Pipe (CMP) Storm Drains

76473Priority DescriptionProject No.


AdoptedFY 2007

ProposedFY 2008


TotalEstimated

Cost

1,213,000 680,000 251,000 60,000 222,000Sewer Maintenance and Construction Fund1,213,000 680,000 251,000 60,000 222,000

Corrugated Metal Pipe DESCRIPTION: This project provides for the inspection and systematic lining or replacement of portions of corrugated metal pipe (CMP) storm drains throughout the City. The City has 6,456 lineal feet of CMP storm drains that were installed from 1925 to 1953. Several of these drains are rusted and are in immediate need of repair.

JUSTIFICATION: The old corrugated metal pipes are an integral part of the City's storm drain system. Many of these pipes are in various stages of deterioration depending on their slope, age, and the type of soil surrounding them. Some of the CMPs have been televised to determine the extent of deterioration. Repair priorities will be based upon the need to protect each slope.

SCHEDULE: Video inspection of corrugated metal culverts and storm drainage pipe systems will be completed in FY 2007. Repair or rehabilitation of failed pipes will continue to be done based on the evaluation of the inspection results.

RELATIONSHIP TO GENERAL PLAN: This project is consistent with the Public Facilities Element of the General Plan in that the City is almost fully built out and the drainage system elements, particularly older facilities, are subject to ongoing repair, replacement or modification.

IMPACT ON THE NORTHWEST: Approximately five percent of this project is located in Northwest Pasadena which is an area that has been targeted for revitalization.


Total

6.2


Sewer Inspection and Evaluation Program76270

Sewer Inspection and Evaluation Program76270Priority DescriptionProject No.


AdoptedFY 2007

ProposedFY 2008


TotalEstimated

Cost

2,000,000 1,200,000 400,000 400,000 0Sewer Maintenance and Construction Fund2,000,000 1,200,000 400,000 400,000 0

Sewer Inspection DESCRIPTION: This project provides for the annual, systematic inspection and evaluation of the City's 311-mile sewer collection system. Each year, beginning in FY 2004 and ending in FY 2008, approximately 20 percent, or 62 miles of the system will be visually inspected by televising the inside of the pipe. When defects are identified, they will be repaired under the "Preventive Maintenance - Sewer System" project.

JUSTIFICATION: The average age of the sewer pipes is estimated to be 60 years, and some pipes have been in use since the 1880s. The sewer pipes are made of ductile iron, cast iron, vitrified clay, unreinforced concrete and reinforced concrete. Although cleaned and maintained on a regular basis, the system is aged and suffers from a variety of defects which can only be determined by a visual inspection of the inside of the pipe. Offset joints and depressed pipe sections can cause deposition of solids, reduction in the hydraulic efficiency of the pipe, and can inhibit the normal maintenance procedures.

SCHEDULE: Approximately 20 percent of the City’s pipes, or 62 miles, will be televised and evaluated each year. This is the fourth year of a five-year program.


IMPACT ON NORTHWEST: Approximately 25 percent of this project is located in Northwest Pasadena which is an area that has been targeted for revitalization.

HISTORY: This project was created and initially funded in FY 2004.

Total

6.3


Preventive Maintenance - Curbs and Gutters76358

Preventive Maintenance - Curbs and Gutters76358Priority DescriptionProject No.


AdoptedFY 2007

ProposedFY 2008


TotalEstimated

Cost

115,000 115,000 0 0 0Federal Surface Transportation Program3,766,000 2,770,000 246,000 150,000 600,000Sewer Maintenance and Construction Fund

325,000 325,000 0 0 0Traffic Congestion Relief Program700,000 0 0 0 700,000Unfunded

4,906,000 3,210,000 246,000 150,000 1,300,000

Curb and Gutter Preventative Maintenance DESCRIPTION: This project provides for the annual repair of broken or raised concrete curbs and gutters along City streets.

JUSTIFICATION: The curb and gutter system is an integral part of the City's drainage system by conveying surface runoff to the appropriate drainage structure. It also protects the streets from water seepage which will prevent early deterioration of the street surface. The majority of the necessary repairs are due to tree roots uplifting the curbs and gutters.

SCHEDULE: The project will be designed and constructed in FY 2007. Curbs and gutters will be repaired on approximately 18 miles of street.

RELATIONSHIP TO GENERAL PLAN: This project is consistent with the Public Facilities Element of the General Plan by encouraging a high level of maintenance of existing facilities. It also encourages quality public service through efficient management.

IMPACT ON THE NORTHWEST: A proportionate amount of this project is located in Northwest Pasadena which is an area that has been targeted for revitalization.


Total

6.4


Storm Drain Structure Repairs and Improvements - Various Locations76283

Storm Drain Structure Repairs and Improvements - Various Locations



AdoptedFY 2007

ProposedFY 2008


TotalEstimated

Cost

14,666 14,666 0 0 0Private Capital1,785,334 1,265,334 160,000 90,000 270,000Sewer Maintenance and Construction Fund1,800,000 1,280,000 160,000 90,000 270,000

Damaged Storm Drain DESCRIPTION: This project provides for the repair of damaged storm drain structures and minor improvements of storm drain facilities at various locations throughout the City on an ongoing basis.

JUSTIFICATION: Existing damaged, substandard, or missing structures result in inefficient operation and create risk-prone facilities.

SCHEDULE: In FY 2007, the intermediate term stabilization of the ongoing slope erosion in the southeasterly corner of Brookside Park will be accomplished with the installation of staking consisting of steel pipe and timbers, or other suitable materials. The remainder of this work for this project will be scheduled biannually or as needed.




Total

6.5


NPDES - Storm Water Pollution Prevention Program76290

NPDES - Storm Water Pollution Prevention Program76290Priority DescriptionProject No.


AdoptedFY 2007

ProposedFY 2008


TotalEstimated

Cost


National Pollutant Discharge Elimination System (NPDES) DESCRIPTION: This project provides for the implementation of procedures and the installation of devices to prevent the pollution of storm water Citywide.

JUSTIFICATION: The National Pollutant Discharge Elimination System (NPDES) permit issued by the Regional Water Quality Control Board requires the City to take steps necessary to reduce and/or eliminate pollution in storm water runoff. The Trash Total Maximum Load (TMDL) requires the total elimination of trash in the storm drain system by 2013.

SCHEDULE: Various items of work will be done annually to comply with the schedule contained in the permit and the trash TMDL, including the continuation of the installation of the trash capture system and televising of larger storm drain pipes for illegal connections.


IMPACT ON THE NORTHWEST: Portions of this project are located in Northwest Pasadena which is an area that has been targeted for revitalization.


Total

6.6


Drainage Improvements on Streets With Flat Grades76508

Drainage Improvements on Streets With Flat Grades76508Priority DescriptionProject No.


AdoptedFY 2007

ProposedFY 2008


TotalEstimated

Cost


Curb Drainage DESCRIPTION: This project provides for drainage improvements on streets with flat grades throughout the City. The work involves the reconstruction of curb, gutter and pavement as necessary to correct drainage problems.

JUSTIFICATION: Many streets in the City have flat longitudinal grades. The roots of street trees have uplifted the curb, gutter, and pavement on the streets creating areas of ponding water. Standing water is a serious health and safety nuisance and should be eliminated.

SCHEDULE: In FY 2006, the following flat streets were repaired: Madre Street - Linda Vista Avenue to East end; Ashbury Street - Sierra Bonita Avenue to Allen Avenue; and Pepper Street -Forest Avenue to Lincoln Avenue.

In FY 2007, the following flat streets are scheduled for design and repair:

Topeka Street - Mar Vista Avenue to Michigan Avenue, Hill Avenue to Sierra Bonita Avenue;

Wagner Street - Sierra Bonita Avenue to Allen Avenue; Del Monte Street - Forest Avenue to Lincoln Avenue; Paloma Street - Allen Avenue to Craig Avenue.

RELATIONSHIP TO THE GENERAL PLAN: This project is consistent with the Public Facilities Element Objective 5 of the General Plan by continuing to implement capital improvements which will maintain or rehabilitate infrastructure.

IMPACT ON THE NORTHWEST: Portions of this project are located in Northwest Pasadena which is an area of the City that has been targeted for revitalization.


Total

6.7


Sewer Pump Station Replacement at 1865 N. Rosemont Avenue76531

Sewer Pump Station Replacement at 1865 N. Rosemont Avenue76531Priority DescriptionProject No.


AdoptedFY 2007

ProposedFY 2008


TotalEstimated

Cost

90,000 90,000 0 0 0Sewer Maintenance and Construction Fund20,000 0 0 0 20,000Unfunded

110,000 90,000 0 0 20,000

Rosemont Sewer Pump Station DESCRIPTION: This project provides for the rehabilitation and upgrade of an existing sewer pump station including new pumps, motor, plumbing, a standby generator with electric panel upgrade, emergency dial-out service, and minor improvements such as venting and lighting to the station structure. This station lifts sewage from approximately forty residences up 120 feet to a gravity sewer in Arroyo Boulevard.

JUSTIFICATION: The existing pump station has a history of frequent repair and maintenance due to premature aging and failure of the old pumps. Current practice calls for the installation of a standby generator to prevent sewage spills in the event of a power outage. Construction of a gravity sewer on Rosemont Avenue is not economically feasible.

SCHEDULE: The installation of two new pumps with a corresponding motor and all required plumbing was completed in December 2004. The installation of the generator will be completed when funds become available.

RELATIONSHIP TO GENERAL PLAN: This project is consistent with the Public Facilities Element of the General Plan by encouraging a high level of maintenance of existing facilities.

IMPACT ON THE NORTHWEST: This project is located in Northwest Pasadena which is an area that has been targeted for revitalization.


Total

6.8


Laguna Road Trunk Sewer - Rehabilitation76534

Laguna Road Trunk Sewer - Rehabilitation76534Priority DescriptionProject No.


AdoptedFY 2007

ProposedFY 2008


TotalEstimated

Cost

1,489,500 1,089,500 400,000 0 0Sewer Maintenance and Construction Fund400,000 0 0 0 400,000Unfunded

1,889,500 1,089,500 400,000 0 400,000

Laguna Road Trunk Sewer Repair DESCRIPTION: This project provides for the closed-circuit television inspection and appropriate rehabilitation of the sewer in Laguna Road between Hermosa Road and Arroyo Boulevard.

JUSTIFICATION: This sewer has a history of unexplained blockages that have caused sewage backups into homes along Laguna Road and adjacent side streets. Failure to maintain this sewer in a good state of repair could lead to additional flow blockages, pipe failure and/or sewer spills that pose a threat to public health and result in higher maintenance costs. It will be necessary to replace or rehabilitate all 4,800 feet of this undersized and deteriorated line that serves an 820-acre area with 19.6 miles of tributary sewers feeding into it.

SCHEDULE: In FY 2006, Phase Four was designed. In FY 2007, deficient and defective pipes at Burleigh Drive south of San Remo will be replaced. In FY 2008, deficient and defective pipes will be replaced north of Lagunita Road to north of La Loma Road.



Total

6.9


Rehabilitation of Arroyo Parkway Storm Drain - from Holly Street to South City Limit76538

Rehabilitation of Arroyo Parkway Storm Drain - from Holly Street to South City Limit



AdoptedFY 2007

ProposedFY 2008


TotalEstimated

Cost

1,042,000 250,000 0 396,000 396,000Sewer Maintenance and Construction Fund1,042,000 250,000 0 396,000 396,000

Arroyo Parkway Storm Drain DESCRIPTION: This project provides for the repair of defects on the Broadway storm drain. The Broadway storm drain is a large concrete-arch storm drain on Arroyo Parkway between Holly Street and the South City Limit.

JUSTIFICATION: An inspection of the Broadway storm drain in 2003 revealed numerous and significant defects such as extensive exposure and deterioration of reinforcement steel. Repair of the defects is necessary to ensure that the top of the storm drain does not deteriorate and collapse.

SCHEDULE: Design began in FY 2006 and construction will begin when funds are identified.

RELATIONSHIP TO GENERAL PLAN: This project is consistent with Land Use Element Policy 7.4 by continuing to implement capital improvements which will maintain or rehabilitate infrastructure, including improvements related to upgrading the sewer system.


Total

6.10


South Lake Avenue Sewer Upgrade - San Pasqual Avenue and Oakwood Place to Cornell Road and Arden Road76539

South Lake Avenue Sewer Upgrade - San Pasqual Avenue and Oakwood Place to Cornell Road and Arden Road



AdoptedFY 2007

ProposedFY 2008


TotalEstimated

Cost

100,000 100,000 0 0 0Private Capital - Pasadena Collection Office Project590,000 0 0 0 590,000Unfunded690,000 100,000 0 0 590,000

San Pasqual Ave. and Oakwood Place to Cornell Rd. and Arden Rd. DESCRIPTION: This project provides for the replacement of sewer pipe in Lake Avenue between 300 feet north of San Pasqual Avenue and Oakwood Place, and between Cornell Road and Arden Road from a 10-inch and 12-inch diameter clay pipe to a 15-inch diameter clay pipe.

JUSTIFICATION: The existing sewer in Lake Avenue consists of 10-inch and 12-inch diameter clay pipe. Based upon both hypothetical and measured sewer flows, this pipe is currently flowing within safe operating limits. However, additional sewer loading from several major new developments along the Lake Avenue Corridor may cause the sewer to exceed its operating limits.

SCHEDULE: Design began in FY 2006.



Total

6.11


Holly Street Bridge Storm Drain Replacement76385

Holly Street Bridge Storm Drain Replacement76385Priority DescriptionProject No.


AdoptedFY 2007

ProposedFY 2008


TotalEstimated

Cost

126,000 10,000 116,000 0 0Sewer Maintenance and Construction Fund126,000 10,000 116,000 0 0

Holly Street Storm Drain DESCRIPTION: This project provides for the replacement of about 250 feet of 12-inch corrugated metal pipe (CMP) with 18-inch reinforced concrete pipe, the relocation of a catch basin, and curb realignment. This project begins east of the Holly Street Bridge and continues down the slope to the Arroyo Seco channel.

JUSTIFICATION: The existing 12-inch CMP drain, which is more than seventy years old, is undersized and deteriorating. The existing catch basin is not properly located.

SCHEDULE: Design began in FY 2006 and will be completed in FY 2007. Construction will begin in FY 2007.

RELATIONSHIP TO GENERAL PLAN: This project is consistent with the Mobility Element of the General Plan in that the City is almost fully built out and the drainage system elements, particularly older facilities, are subject to ongoing repair, replacement, or modification efforts.

HISTORY: This project was created in FY 1997 and was fully funded in FY 2007.

Total

6.12


Mar Vista Avenue Sewer Upgrade - Maple Street to Villa Street

Mar Vista Avenue Sewer Upgrade - Maple Street to Villa StreetPriority DescriptionProject No.


AdoptedFY 2007

ProposedFY 2008


TotalEstimated

Cost

234,000 0 0 0 234,000Unfunded234,000 0 0 0 234,000

Maple Street to Villa Street DESCRIPTION: This project provides for the replacement of sewer pipe in Mar Vista Avenue between Maple Street and Villa Street.

JUSTIFICATION: The existing sewer in Mar Vista Avenue is an 8-inch diameter clay pipe. Based upon both hypothetical and measured sewer flows, this pipe does not have the capacity to safely convey existing sewer flows. The sewer is currently carrying twice the flow that it was designed to carry. This creates a condition where a minor blockage or unusual loading event could produce a sewage spill.

SCHEDULE: This project will begin when funds are identified.


HISTORY: This project was created in FY 2006 and is currently unfunded.

Total

6.13


Euclid Avenue Storm Drain - Alpine Street to Allendale Road, and Allendale Road to Los Robles Avenue

Euclid Avenue Storm Drain - Alpine Street to Allendale Road, and Allendale Road to Los Robles Avenue

Priority DescriptionProject No.14 FY 2009 to 2012

Estimated CostAdoptedFY 2007

ProposedFY 2008


TotalEstimated

Cost

1,798,000 0 0 0 1,798,000Unfunded1,798,000 0 0 0 1,798,000

Euclid Avenue Storm Drain DESCRIPTION: This project provides for the construction of a storm drain in Euclid Avenue from Alpine Street to south of Allendale Road and east to Los Robles Avenue.

JUSTIFICATION: During heavy rainstorms, flooding and property damage occurs at 1395 and 1405 S. Los Robles Avenue. Street flooding also occurs on Euclid Avenue near an elementary school and a high school during rainstorms. This project will eliminate the flooding on Euclid Avenue, and alleviate the private property flooding. In addition, a culvert at Glenarm Street can be eliminated.

SCHEDULE: This project will be designed and constructed when funds become available.

RELATIONSHIP TO GENERAL PLAN: This project is consistent with the Public Facilities Element of the General Plan in that the City is almost fully built out and the drainage system elements, particularly older facilities, are subject to ongoing repair, replacement, or modification efforts.


Total

6.14


El Mirador Tract Storm Drain76390

El Mirador Tract Storm Drain76390Priority DescriptionProject No.


AdoptedFY 2007

ProposedFY 2008


TotalEstimated

Cost

610,302 610,302 0 0 0Private Capital189,698 0 0 0 189,698Unfunded800,000 610,302 0 0 189,698

El Mirador Tract Storm Drain DESCRIPTION: The developer of the El Mirador Tract (No. 41465) did not complete all of the storm drain requirements for this subdivision. This project provides for the completion of the storm drain system per the Los Angeles County Public Works Department's standards, which includes construction of debris barriers, modification of debris basins and storm drains, and miscellaneous punch list work as well as easement preparation and processing.

JUSTIFICATION: Completion of this storm drain system will eliminate flooding during rainstorms and will control the potential debris resulting from a fire/flood cycle. This system will be maintained by the County when completed.

SCHEDULE: The current scope of this project will be reviewed by the Los Angeles County Public Works Department and a new cost estimate will be developed. Scheduling will depend upon the results of this review.

RELATIONSHIP TO GENERAL PLAN: This project is consistent with the Public Facilities Element of the General Plan by enhancing the delivery of a high level of public services as a means of maintaining or improving the City's urban environment and raising the quality of life for its residents. It is also consistent with the Mobility Element by providing drainage systems for new development.

HISTORY: This project was created in FY 1993. Through litigation, the City was awarded a judgment, and the private funds were received in FY 2000.

Total

6.15


East Side Storm Drain Improvements76325

East Side Storm Drain Improvements76325Priority DescriptionProject No.


AdoptedFY 2007

ProposedFY 2008


TotalEstimated

Cost

1,150,000 1,150,000 0 0 0Certificates of Participation (1996 Issue)2,358,000 2,358,000 0 0 0Certificates of Participation (1990 Infrastructure Issue)

5,470 5,470 0 0 0Private Capital2,415,000 1,490,000 0 200,000 725,000Sewer Maintenance and Construction Fund2,533,530 0 0 0 2,533,530Unfunded8,462,000 5,003,470 0 200,000 3,258,530Total

6.16



East Side Storm Drain DESCRIPTION: This project provides for the improvement of the East Side Storm Drain between Colorado Boulevard and the North City Limits. Phase I, which was completed in FY 1993, included structural repairs to the soffit of the drain. Phase II involves the covering of various reaches of the channel listed below. (Note: There was no Phase II-I).

Phase IIA - Woodbury Rd. to Highland St. (completed FY 1993) Phase IIB - Elizabeth St. to Howard St. (completed FY 1995)Phase IIC - Wright Ave. to Elmira St. (completed FY 1995) Phase IID - Highland St. to Flower St. (completed FY 1997)Phase IIE & IIH - Marion Ave. to Sierra Bonita Ave./Colorado Blvd.

(completed FY 1999)Phase IIF - Catalina Ave. to Wilson Ave. (completed FY 1996)Phase IIG - Belvidere St. to Mountain St. (completed FY 2005)

Phase IIH - West of Sierra Bonita Avenue (completed FY 1999)Phase IIJ - Harkness Ave. to Marion Ave. (completed FY 2001)Phase IIK - Hill Ave. to Harkness Ave. (completed FY 2001)Phase IIL - Lake Ave. to Mentor Ave.Phase IIM - Mountain St. to Wright Ave. Phase IIN - Mentor Ave. to Catalina Ave.Phase IIO - Atchinson St. to Penn St.Phase IIP - Penn St. to Elizabeth St.Phase IIQ - Michigan Ave. to Chester Ave. Phase IIR - Chester Ave. to Holliston Ave.

JUSTIFICATION: The open sections of the drain suffer maintenance problems because of natural vegetation and illegal dumping. In addition, they present security problems for residents of adjoining properties.

SCHEDULE: Design of phase IIM, which will cover the channel between Mountain Street and Wright Avenue will begin when funds become available.

6.16






6.16


Busch Garden Sewer Pump Station

Busch Garden Sewer Pump StationPriority DescriptionProject No.


AdoptedFY 2007

ProposedFY 2008


TotalEstimated

Cost

500,000 0 0 0 500,000Unfunded500,000 0 0 0 500,000

Busch Gardens Sewer Pump Station DESCRIPTION: This project provides for the construction of a gravity sewer to replace the existing Busch Garden sewer pump station.

JUSTIFICATION: This project will reduce daily maintenance and potential major facility maintenance as well as reducing the risk of sewage spills.

SCHEDULE: This project will be completed once funding has been identified.

RELATIONSHIP TO GENERAL PLAN: This project is consistent with the Public Facilities Element of the General Plan by encouraging a high level of maintenance of existing facilities.

SPECIAL CONSIDERATIONS: Right-of-way acquisition is required for this project. Actual right-of-way acquisition costs may vary considerably from the estimated cost.


Total

6.17


Putney Road Storm Drain Replacement/Extension

Putney Road Storm Drain Replacement/ExtensionPriority DescriptionProject No.


AdoptedFY 2007

ProposedFY 2008


TotalEstimated

Cost

309,000 0 0 0 309,000Unfunded309,000 0 0 0 309,000

Putney Road Storm Drain DESCRIPTION: This project will replace approximately 600 feet of corrugated metal pipe (CMP) in Putney Road and extend the drain an additional 300 feet through private property. The pipe will be replaced with 24-inch reinforced concrete pipe (RCP). An appropriate outlet structure will be constructed at the downstream end.

JUSTIFICATION: The existing storm drain system is well over 50 years old and has no manholes for access. Portions of the drain are within the public right-of-way and portions are on private property. The condition of the CMP is unknown and if it fails during a heavy rainfall it will cause considerable damage within the public right-of-way as well as on private property.


RELATIONSHIP TO THE GENERAL PLAN: This project is consistent with Strategy 200 of the Public Facilities Element of the General Plan in that the City is almost fully built out and the drainage system elements, particularly older facilities, are subject to ongoing repair, replacement, and modification.


Total

6.18


Remove Cross Gutter, Construct Storm Drain at Walnut St. and Parkwood Ave.

Remove Cross Gutter, Construct Storm Drain at Walnut St. and Parkwood Ave.



ProposedFY 2008


TotalEstimated

Cost

187,000 0 0 0 187,000Unfunded187,000 0 0 0 187,000

Location of Storm Drain DESCRIPTION: This project provides for the replacement of the existing cross-gutter in Walnut Street with a culvert or a storm drain. Construction of a culvert will take the water south to Parkwood Avenue. If a storm drain is selected it will take the runoff 400 feet west to Allen Avenue.

JUSTIFICATION: Removal of the railroad hump at the west end of Foothill Boulevard has increased the amount of runoff to this cross-gutter. The existing gutter forms an abrupt dip in Walnut Street and flows deeper than intended because of this excess flow. The current gutter is inconvenient to motorists driving on Walnut Street.


RELATIONSHIP TO THE GENERAL PLAN: This project is consistent with the Land Use Element by continuing to implement capital improvements that will maintain or rehabilitate infrastructure.


Total

6.19


Arroyo Boulevard and Stanton Street Storm Drain

Arroyo Boulevard and Stanton Street Storm DrainPriority DescriptionProject No.


AdoptedFY 2007

ProposedFY 2008


TotalEstimated

Cost

918,000 0 0 0 918,000Unfunded918,000 0 0 0 918,000

Arroyo/Stanton Storm Drain DESCRIPTION: This project provides for the construction of a storm drain from Arroyo Boulevard and Stanton Street to the Arroyo Seco Channel at Washington Boulevard including a lateral in Rosemont Avenue.

JUSTIFICATION: The existing corrugated metal pipe culvert systems are inadequate and deteriorating.


RELATIONSHIP TO GENERAL PLAN: This project is consistent with the Public Facilities Element of the General Plan by enhancing the delivery of a high level of public services as a means of maintaining or improving the City's urban environment and raising the quality of life for its residents.



Total

6.20


Sequoia Drive Sump and Anita Drive Sump to Avenue 64 and Nithsdale Storm Drain

Sequoia Drive Sump and Anita Drive Sump to Avenue 64 and Nithsdale Storm Drain



ProposedFY 2008


TotalEstimated

Cost

956,000 0 0 0 956,000Unfunded956,000 0 0 0 956,000

Sequoia/Anita Sump Drain DESCRIPTION: This project provides for the construction of a storm drain from Avenue 64 and Nithsdale Road to an existing system in Malcolm Drive north of Glenullen Drive and the reconstruction of portions of the existing system in Sequoia Drive and Anita Drive.

JUSTIFICATION: The existing culvert system is inadequate and may cause flooding on private property.


RELATIONSHIP TO GENERAL PLAN: This project is consistent with the Public Facilities Element of the General Plan by enhancing the delivery of a high level of public services as a means of maintaining or improving the City's urban environment and raising the quality of life for its residents.


Total

6.21


Melrose Avenue and Avenue 64 - Storm Drain

Melrose Avenue and Avenue 64 - Storm DrainPriority DescriptionProject No.


AdoptedFY 2007

ProposedFY 2008


TotalEstimated

Cost

98,000 0 0 0 98,000Unfunded98,000 0 0 0 98,000

Melrose/Avenue 64 Storm Drain DESCRIPTION: This project provides for the construction of a storm culvert at the intersection of Melrose Avenue and Avenue 64.

JUSTIFICATION: Water flowing across the intersection is inconvenient for traffic and causes deterioration of the pavement. A culvert is needed at this location to prevent water from sheet-flowing across the intersection.


RELATIONSHIP TO GENERAL PLAN: This project is consistent with the Public Facilities Element of the General Plan by enhancing the delivery of a high level of public services as a means of maintaining or improving the City's urban environment and raising the quality of life for its residents. It is also consistent with the Mobility Element by upgrading the drainage system.


Total

6.22


Orange Grove Boulevard Drainage Improvements

Orange Grove Boulevard Drainage ImprovementsPriority DescriptionProject No.


AdoptedFY 2007

ProposedFY 2008


TotalEstimated

Cost

971,000 0 0 0 971,000Unfunded971,000 0 0 0 971,000

Orange Grove Boulevard Drainage Improvements DESCRIPTION: This project provides for the construction of catch basins at the intersection of Orange Grove Boulevard and Hamilton Avenue; a storm drain at the intersection of Orange Grove Boulevard and Sinaloa Avenue; and the construction of curb and gutter on Orange Grove Boulevard between Hamilton and Craig Avenues.

JUSTIFICATION: These intersections do not drain properly due to the flat grades on Orange Grove Boulevard. The ponding water creates health, odor, and safety problems and leads to accelerated pavement deterioration.


RELATIONSHIP TO GENERAL PLAN: This project is consistent with the Mobility Element in that the City is almost fully built out, and the system elements, particularly older facilities, are subject to ongoing repair, replacement, or modification efforts.


Total

6.23


California Boulevard Storm Drain - Pasadena Avenue to St. John Avenue

California Boulevard Storm Drain - Pasadena Avenue to St. John Avenue



ProposedFY 2008


TotalEstimated

Cost

231,000 0 0 0 231,000Unfunded231,000 0 0 0 231,000

California Boulevard Storm Drain DESCRIPTION: This project provides for the construction of a 24-inch storm drain system in California Boulevard from Pasadena Avenue approximately 500 feet west to the intersection of St. John Avenue. The system will drain this heavily traveled intersection.

JUSTIFICATION: This drain will be located within the SR710 Freeway right-of-way. Plans to construct a bridge over the future freeway at this location are on hold. The intersection at California Boulevard and St. John Avenue floods during heavy rains and becomes a safety hazard due to the heavy volume of traffic.


RELATIONSHIP TO THE GENERAL PLAN: This project is consistent with Strategy 200 of the Public Facilities Element of the General Plan in that the City is almost fully built out and the drainage system elements, particularly older facilities, are subject to ongoing repair, replacement, and modification.


Total

6.24


Bellefontaine Storm Drain - Fairmont Avenue to St. John Avenue

Bellefontaine Storm Drain - Fairmont Avenue to St. John AvenuePriority DescriptionProject No.


AdoptedFY 2007

ProposedFY 2008


TotalEstimated

Cost

555,000 0 0 0 555,000Unfunded555,000 0 0 0 555,000

Bellefontaine Storm Drain DESCRIPTION: This project involves the construction of a 24-inch storm drain system in Bellefontaine Street from Fairmont Avenue (private) approximately 1,200 feet west to the intersection of St. John Avenue. The system will drain this heavily traveled intersection.

JUSTIFICATION: This drain will be located within the SR710 Freeway right-of way. Plans to construct a bridge over the future freeway at this location are on hold. The intersection at Bellefontaine Street and St. John Avenue floods during heavy rains and becomes a traffic hazard due to the heavy volume.


RELATIONSHIP TO THE GENERAL PLAN: This project is consistent with Strategy 200 of the Public Facilities Element of the General Plan in that the City is almost fully built out and the drainage system elements, particularly older facilities, are subject to ongoing repair, replacement and modification.


Total

6.25


Raymond Avenue Storm Drain - Maple Street to Villa Street

Raymond Avenue Storm Drain - Maple Street to Villa StreetPriority DescriptionProject No.


AdoptedFY 2007

ProposedFY 2008


TotalEstimated

Cost

605,000 0 0 0 605,000Unfunded605,000 0 0 0 605,000

Raymond Avenue Storm Drain DESCRIPTION: This project provides for the construction of storm drain facilities in Raymond Avenue from Maple Street to Villa Street.

JUSTIFICATION: The existing cross-gutter dips at Raymond Avenue and Villa Street and floods during rainstorms. In addition, nuisance water is inconvenient for traffic and causes deterioration of the pavement.


RELATIONSHIP TO GENERAL PLAN: This project is consistent with the Mobility Element of the General Plan in that the City is almost fully built out and the drainage system elements, particularly older facilities, are subject to ongoing repair, replacement, or modification efforts.



Total

6.26


Villa Street Storm Drain - Summit Avenue to Raymond Avenue

Villa Street Storm Drain - Summit Avenue to Raymond AvenuePriority DescriptionProject No.


AdoptedFY 2007

ProposedFY 2008


TotalEstimated

Cost

240,000 0 0 0 240,000Unfunded240,000 0 0 0 240,000

Villa Street Storm Drain DESCRIPTION: This project provides for the construction of storm drain facilities in Villa Street from Summit Avenue to Raymond Avenue.

JUSTIFICATION: The existing cross-gutter dips in Villa Street at Summit Avenue and floods during rainstorms. In addition, nuisance water is inconvenient for traffic and causes deterioration of the pavement.


RELATIONSHIP TO GENERAL PLAN: This project is consistent with the Public Facilities Element of the General Plan in that the City is almost fully built out and the drainage system elements, particularly older facilities, are subject to ongoing repair, replacement, or modification efforts.

SPECIAL CONSIDERATIONS: This storm drain will connect to the proposed Raymond Drain. Alternative street modifications will be evaluated as a permanent solution to the problem and may impact the scope and cost of this project.



Total

6.27


Manford Way Sewer Access

Manford Way Sewer AccessPriority DescriptionProject No.


AdoptedFY 2007

ProposedFY 2008


TotalEstimated

Cost

202,000 0 0 0 202,000Unfunded202,000 0 0 0 202,000

Manford Way DESCRIPTION: This project will provide access for the maintenance and repair of an existing sewer at Manford Way at the bottom of a canyon between 1180 Glen Oaks Boulevard and 400 Mooresque Drive. A trail, road, or stairs will be constructed. This project also calls for the acquisition of an ingress and egress easement.

JUSTIFICATION: The terrain in the area is steep with dense vegetation which does not allow for vehicular access. Reasonable access to the sewer line is necessary so that City personnel will not be endangered while performing maintenance or inspection activities.

SCHEDULE: This project will be designed and constructed when funding becomes available.

RELATIONSHIP TO THE GENERAL PLAN: This project is consistent with the Land Use Element by continuing to implement capital improvements that will maintain or rehabilitate infrastructure.



Total

6.28

2012 capital improvement program sewers and …...8 sewer pump station replacement at 1865 n....

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