APPENDICES G) DETAILED BACKBONE INFRASTRUCTURE CONSTRUCTION COST ESTIMATE SUMMARY



Similar documents
PROJECT COST ESTIMATE ASSUMPTIONS AND EXCLUSIONS

3.4 DRAINAGE PLAN Characteristics of Existing Drainages Master Drainage System. Section 3: Development Plan BUTTERFIELD SPECIFIC PLAN

PLANNED UNIT DEVELOPMENT & SIDEWALK WAIVER REQUEST STAFF REPORT Date: November 7, 2013

Capital Improvement Project Status Report October 2015 (Actuals through August 2015) Percent Design Complete. Design Finish. Construction Finish

Bond Release Process for New Subdivision Developments in Fairfax County

The Bond Release Process for New Subdivision Developments: An Overview for Homeowners Associations DRAFT Revised

Application No.: Steve Rush, representing Rocky Mountain Power Rocky Mountain Power Project Location: approximately 1600 N E.

Goal 1 To protect the public health, safety and property from the harmful effects of natural disasters.

WESTFIELD-WASHINGTON ADVISORY PLAN COMMISSION December 7, SPP-24 & 1512-ODP-24

NATIONAL INSTITUTE OF GOVERNMENT PURCHASING (NIGP) DESIGN AND CONSTRUCTION CODES

Examples of Eligible Projects. Project Category Description Examples

A. Describe the existing drainage patterns on-site as shown on Map I, including any potential flooding and erosion problems.

Granger Bay Boulevard and Green Point Roundabout

Mission Creek Flood Control & Restoration Project. City of Fremont, Alameda County

Town of Beaumont. Lot Grading Guidelines

5. Environmental Analysis

Taylor Wimpey UK Ltd. December 2007

FILE NO.: Z-6915-C. Gamble Road Short-form PCD and Land Alteration Variance Request

SECTION 5 DRAFTING STANDARDS

STAFF REPORT: CONSENT CALENDAR. Vasanth Venugopal. 367 Via Lido Soud, City of Newport Beach (County of Orange)

SUBDIVISION APPLICATION GUIDE

ORDINANCE NO

Save Our Heritage Organisation v. San Diego Unified Port District

CLACKAMAS COUNTY ZONING AND DEVELOPMENT ORDINANCE

City of Valdosta Land Development Regulations. Table of Contents

RESUME Lee A. Knuppel, P.E.

720 Contour Grading. General. References. Resources. Definitions

ENGINEERING DESIGN GUIDELINES. for SUBDIVISIONS OR COMMERCIAL DEVELOPMENTS

INFRASTRUCTURE, FLOOD PROTECTION AND REMEDIATION. Infrastructure Flood Protection Remediation Policies

SECTION REMOVAL OR ABANDONMENT OF EXISTING UTILITIES AND UNDERGROUND STRUCTURES. 1. Trench excavation, backfill, and compaction; Section

Technical Council on Lifeline Earthquake Engineering (TCLEE) Anshel J. Schiff

APPENDIX 9 INFRASTRUCTURE SERVICING REPORT

Staff Report General Development Plan/Master Plan Aldermanic District: 1 County Commission District: 2 MPC File No PLAN February 23, 2016

SERVICING REPORT SITE PLAN AND PLAN OF CONDOMINIUM BLOCK 53 FERRIS DRIVE PLAN 58M-379 & PART OF LOT 4, REGISTERED PLAN 622 WELLESLEY, ONTARIO

3.1.8 Utilities and Service Systems

CHAPTER 8 CIVIL DESIGN

Disaster Preparedness and Safety Element

SECTION 7 UNDERDRAIN SERVICE

North San Jose Neighborhoods Planning Taskforce

Lindsay Thurber Comprehensive High School Red Deer School District No. 104 School Facilities Evaluation Project Page 1

Floodplain Development Land Use Review

SEWER LINE EXTENSION DESIGN CHECKLIST

MID-TOWN RE-DEVELOPMENT

dpd 316 Seattle Permits Tip Subject-to-Field-Inspection (STFI) Permits Projects that Qualify as STFI

DIVISION OF FACILITIES AND CONSTRUCTION MANAGEMENT ARCHITECTURAL/ENGINEER FEES EFFECTIVE DATE: April 18, 2016

CHAPTER 17: STORM SEWER STANDARDS Introduction Administration Standards 17.1

SECTION 5: SANITARY SEWER SYSTEM DESIGN

Recommendations for future developments

WEST LONDON PIPELINE AND STORAGE LIMITED AND UNITED KINGDOM OIL PIPELINES LIMITED

March Prepared by: Irvine Ranch Water District Sand Canyon Avenue. Irvine, CA Contact: Natalie Likens (949)

APPLICATION FOR TENTATIVE MAPS

201 WATER STREET FORWARDERS MUSEUM AND VISITORS INFORMATION CENTRE

DECISION/DIRECTION NOTE

Land Disturbance, Erosion Control and Stormwater Management Checklist. Walworth County Land Conservation Department

2.0 DESIGN CRITERIA FOR WATER DISTRIBUTION SYSTEMS

TOPOGRAPHICAL SURVEY REPORT - PART OF L.R No. 7413/11 Done on February 2015 at International Union for Conservation of Nature (IUCN) Eastern African

GreenPlanIT LID Site Suitability Tool. Patty Frontiera, Pete Kauhanen, Marshall Kunze,

FY11 Sanitary Sewer Main Rehab and Point Repair Bid Tabulation

Control filling, grading, dredging, and other development which may increase erosion or flood damage; and

5.14 Floodplains and Drainage/Hydrology

MULTI-FAMILY, COMMERCIAL, INDUSTRIAL, AS GOVERNED BY THE BC BUILDING CODE PART 3

Article 20. Nonconformities

CITY OF ROANOKE AND TOWN OF VINTON, VIRGINIA. RSTP Funds Joint Application FOR

City of Springboro 320 West Central Avenue, Springboro, Ohio. Planning Commission Regular Meeting. Wednesday, June 25, 2014

SULTANATE OF OMAN SPECIAL ECONOMIC ZONE AUTHORITY AT DUQM

NYCIDA PROJECT COST/BENEFIT ANALYSIS June 5, 2014

SAN FRANCISCO REDEVELOPMENT AGENCY SAN FRANCISCO PLANNING DEPARTMENT

TOWN OF HILLSBOROUGH BUILDING & PLANNING DEPARTMENT DESIGN, CONSTRUCTION AND LANDSCAPE PROFESSIONAL NEWSLETTER Fall Greetings 2013

FINAL PLAN OF REMEDIAL ACTION

FY08 SEWER POINT REPAIRS BID TABULATION

THE APPRAISAL OF REAL ESTATE 3 RD CANADIAN EDITION BUSI 330

ART Vulnerability and Risk Assessment Report September 2012 Appendix C. ART GIS Exposure Analysis

BUILDING OVER OR NEAR WATER & SEWER MAINS POLICY

Jackson Gulch Outlet Canal Rehabilitation Project

K A N S A S DEPARTMENT OF HEALTH AND ENVIRONMENT PERMIT APPLICATION FOR A RECLAMATION FACILITY. 1. Applicant's Name

DIVISION OF FACILITIES AND CONSTRUCTION MANAGEMENT ARCHITECTURAL/ENGINEER FEES EFFECTIVE DATE: July 13, 2015

How To Install An Overhead Sewer

Storm Sewer Trenchless Upgrade Alternatives and Recommendations

Storm Water Management Requirements for Construction Projects Less than One Acre

FIBER-OPTIC CABLE PLAN CHECK

The checklist utilized by the Authority will be similar to that which is shown below. Project Name: Location: Consulting Engineering Firm:

Stormwater Design Guidelines Frequently Asked Questions:

AGENDA ASTORIA CITY COUNCIL WORK SESSION / REGULAR SESSION

Questions Regarding Proposed Utility Undergrounding in Kensington

UPDATED FUNCTIONAL SERVICING and STORMWATER MANAGEMENT REPORT

JULY 24, 2009 WEST-END FLOODING INVESTIGATION ACTION PLAN. Presentation to Insurance Companies 19 January 2012

CHAPTER 4 EXISTING STORMWATER MANAGEMENT SYSTEM

MOBILE HOME LAW. Revised November 2001

CIVIL ENGINEERING ASSOCIATE, 7246

Town of Surf City Community Development. General Permit Information

REQUEST FOR PROPOSAL FOR PROFESSIONAL SERVICES (PS-0748-A) Appendix 1 Project Information. PS-0748-A Page 1 5/4/2016 Appendix 1

Transcription:

ALAMEDA POINT MASTER INFRASTRUCTURE PLAN March 31, 2014 APPENDICES G) DETAILED BACKBONE INFRASTRUCTURE CONSTRUCTION COST ESTIMATE SUMMARY Carlson, Barbee & Gibson, Inc.

Backbone Infrastructure Engineer s Preliminary Construction Cost Estimate Summary Alameda Point ALAMEDA, CALIFORNIA March 31, 2014 Prepared For: Prepared By: 2633 CAMINO RAMON, SUITE 350 SAN RAMON, CALIFORNIA 94583 (925) 866-0322 www.cbandg.com

Assumptions / Exclusions

Carlson, Barbee & Gibson, Inc. CIVIL ENGINEERS SURVEYORS PLANNERS ALAMEDA POINT March 31, 2014 BACKBONE INFRASTRUCTURE Job No.: 1087-010 ENGINEER'S PRELIMINARY CONSTRUCTION COST ESTIMATE KEY ASSUMPTIONS & EXCLUSIONS ALAMEDA, CALIFORNIA Item Description 1 2 3 4 5 6 7 8 9 10 11 12 13 GENERAL This estimate is based on information available at this time. Carlson, Barbee & Gibson, Inc. (CBG) assumes no liability for changes in prices, fees or costs due to unforeseen conditions or changes required by Governing Agencies, Market Conditions, or other issues beyond the control of this office. This estimate is based upon the Master Infrastructure Plan, dated March 31, 2014. This estimate is also being prepared concurrently with the Alameda Point Planning Guide, Environmental Impact Report, Zoning Amendment, Town Center & Waterfront Master Plan and Regional Transit Access Study (RTAS). This estimate is intended to be updated through the community review process of the documents listed above. This estimate includes the construction costs of the backbone infrastructure described in the MIP. All in-tract or on-site improvements interior to the development blocks are assumed to be future development costs and are excluded from this estimate. This estimate excludes costs associated with Environmental Remediation. This estimate assumes that all environmental remediation will be completed by the Navy prior to transfer of the property to the City. This estimate excludes the costs associated with the extension of infrastructure to the VA Project west of Monarch Street. This estimate excludes improvements to the existing piers and wharfs in the southeast portion of the site, such as utility replacements, seismic retrofits, etc. This estimate applies and includes a 25% contingency to all backbone infrastructure construction costs. The contingency is not applied to the soft costs. This estimate includes Construction Administration (4%), Professional Services (15%) and Plan Check & Inspection Fees (4%). The soft costs are applied to the backbone infrastructure hard costs without contingency. This estimate excludes all costs associated with the maintenance and operations of the backbone infrastructure. DEMOLITION This estimate includes the costs associated with the Demolition and Abatement of the existing buildings within the Development Areas. The following typical unit costs for demolition and abatement are assumed in this estimate: Single Family Residential Structures = $50,000 per structure Multi-Family Residential Structures = $100,000 per structure Industrial / Warehouse Structures (north of W. Atlantic Ave) = $7.50 per square foot Industrial / Warehouse Structures (south of W. Atlantic Ave) = $15 per square foot This estimate assumes the existing utilities within the public right of ways will be removed. The existing utilities within the Development Parcels are assumed to be 50% slurry filled and 50% removed. This estimate assumes the existing on-site concrete and pavement materials will be processed and reused on-site for future street base rock, utility trench backfill and other uses as approved by the City and project geotechnical engineers. This estimate assumes a budget of $15M to relocate supportive housing (Alameda Point Collaborative, Building Futures for Women and Children, and Operation Dignity) to the northeast corner of the project site. This cost is included in Phase 2. 2633 CAMINO RAMON, SUITE 350 SAN RAMON, CALIFORNIA 94583 (925) 866-0322 www.cbandg.com P:\1000-1099\1087-10\Estimate\2013\MIP\Assumptions_2014-03-31.xls Page 1 of 3

Carlson, Barbee & Gibson, Inc. Item Description 14 15 16 17 18 19 20 21 22 23 24 25 26 27 GRADING This estimate assumes the Flood and Sea Level Rise Protection will be provided by the following improvements: (Please see the enclosed exhibit depicting the Flood Protection Concept for Alameda Point) Development Areas = The elevation of the development pads and streets will be elevated to be above the required elevation for flood and 18" sea level rise protection. A system of perimeter measures will also be constructed to provide protection from 24" of sea level rise. Reuse Areas = A system of perimeter flood and sea level protection measures will be constructed including elevated sea walls, berms and revetments. This estimate assumes the Northern Shoreline will be stabilized. The Northern Shoreline will be stabilized for all areas where Flood Protection measures are proposed within 200' of the shoreline. This estimate includes costs for liquefaction remediation for Development Areas, roadway and utility corridors and areas within Flood Protection measures. This estimate includes costs for importing material ($25/CY) for the following areas: Flood Protection Berms & Revetments Replacement of pavement and concrete within Residential Development Areas Raise Development Areas that are below the Flooding Criteria Anticipated settlement associated with liquefaction remediation Anticipated settlement associated with new structural loads within areas that previously had no structures This estimate includes a budget to accelerate the settlement within areas where differential settlement are anticipated. This is intended to include a surcharge program and/or wick drains. DEWATERING This estimate includes costs for a dewatering operation during utility construction. This estimate includes a budget to address contaminated groundwater that maybe encountered during construction dewatering. The budget included assumes only minor occurrences of groundwater contaminates will be encountered. UTILITIES This estimate assumes that all existing utilities within the project site will be replaced with new systems that are consistent with current codes and regulations. This includes utility replacements within the backbone streets within the Reuse Areas. This estimate excludes the costs associated with interim rehabilitation improvements to the existing utility systems within the Reuse Areas. These interim improvements are anticipated to be completed by proposed development projects that utilize the existing utilities prior to their replacement. This estimate assumes that utilidors will be constructed for all utilities within portions of W. Atlantic Ave., Sea Plane Lagoon (East), Orion Street and within the roadways south and east of Building 5. This estimate includes budgets within each phase to maintain utility services to existing buildings and future phases throughout construction. This estimate assumes that initial sub-phases within Phases 1 and 2 will initially connect to the existing sanitary sewer system between each phase and Pump Station 1. This estimate includes costs associated with rehabilitation improvements to this portion of the existing system, such as pipe lining. The ultimate sanitary sewer system connecting to Pump Station 1 is assumed to be constructed with subsequent phases. Sanitary sewer system must be a grid system of collection pipelines that connect the upstream pipe ends of separate sewer zones. This estimate includes costs for point of source water quality facilities, such as roadside vegetated swales, to provide water quality treatment for the proposed streets only. All other on-site water quality solutions for the Development Areas are excluded and assumed to be on-site / in-tract costs. P:\1000-1099\1087-10\Estimate\2013\MIP\Assumptions_2014-03-31.xls Page 2 of 3

Carlson, Barbee & Gibson, Inc. Item 28 29 30 31 32 33 34 35 36 37 38 39 40 41 Description This estimate assumes that the existing 115 kv poles adjacent to Main Street will remain in their existing locations. This estimate excludes costs associated with upgrading the existing Cartwright Substation. ON-SITE STREET WORK This estimate assumes the street cross sections of the backbone roadway framework are consistent with those depicted in the MIP. This estimate includes budgets within each phase to maintain access to existing buildings and future phases throughout construction. TRANSPORTATION This estimate includes costs for the following off-site street and intersection improvements outlined in the EIR Mitigation Measures. This estimate excludes the costs associated with completing the Stargell Ave Widening to 4 Lanes (from Main St to 5th St) and the extension of Mitchell Ave (from Main St to the western boundary of Alameda Landing) This estimate includes an assumed budget of $1.75M for Off-Island Mitigations. This estimate includes costs for the following transit costs: Bus Rapid Transit - Option W-2-B from the RTAS (Assumed to be constructed in Phase 2) This estimate assumes a 25% project share of the estimate from the RTAS of $20M. Shuttle Service (Assumed to be implemented in Phase 1) This estimate utilizes the initial start-up estimate cost from the RTAS of $1M. Ferry Terminal Parking Lot Expansion @ Ex Terminal (Assumed to be constructed in Phase 1) Ferry Terminal New @ Seaplane Lagoon (Assumed to be constructed in Phase 2) This estimate assumes a budget of $10M. Transit Center (Assumed to be constructed in Phases 1 and 2) This estimate assumes a budget of $1.5M. Broadway / Jackson Project Share (Assumed to be spread across Phases 1 and 2) This estimate utilizes a previous estimate by others of $4.5M. TDM Costs (Assumed to be spread across the Phases 1 and 2) This estimate utilizes a previous estimate by others of $4.2M. Cross Alameda Trail (Assumed to be constructed in Phase 2) This estimate utilizes a previous estimate by others of $1.9M. LANDSCAPING This estimate includes the costs associated with constructing the backbone park and open space system as outlined in the MIP, unless otherwise noted below. This estimate includes a budget of $20M for the construction of the Sports Complex. This cost is assumed to be spread across Phases 1 and 2. This estimate includes costs associated with improvement to approximately half of Enterprise Park. The remainder is assumed to be maintained in its existing condition or improved by others. This estimate includes costs for constructing the Bay Trail adjacent to the project site frontages to the Sea Plane Lagoon, San Francisco Bay and Oakland Inner Harbor. PUBLIC BENEFITS This estimate includes costs for the following public benefit costs: Fire Station (Assumed to be constructed in Phase 2) This estimate assumes a budget of $6M. Bay Trail NW Territories & VA Property (Assumed to be constructed in Phase 2) Pro-Rata Share of Satellite Corporation Yard (Assumed to be constructed in Phase 2) This estimate assumes a budget of $1M. This estimate excludes costs associated with other Public Benefits, such as Enhanced Sports Complex, NW Territories Open Space, Wetland Creation / Restoration, Marina, Library, School, Sustainability Programs, etc. These Public Benefit costs are assumed to be provided by others. P:\1000-1099\1087-10\Estimate\2013\MIP\Assumptions_2014-03-31.xls Page 3 of 3

Overall Summary

Carlson, Barbee & Gibson, Inc. CIVIL ENGINEERS SURVEYORS PLANNERS ALAMEDA POINT March 31, 2014 BACKBONE INFRASTRUCTURE Job No.: 1087-010 ENGINEER'S PRELIMINARY CONSTRUCTION COST ESTIMATE COST ESTIMATE SUMMARY - OVERALL ALAMEDA, CALIFORNIA Description PHASE 1 PHASE 2 PHASE 3 TOTAL BACKBONE INFRASTRUCTURE 1 DEMOLITION / SITE PREPARATION $ 34,385,000 $ 41,795,000 $ 3,430,000 $ 79,610,000 2 ENVIRONMENTAL REMEDIATION BY OTHERS BY OTHERS BY OTHERS BY OTHERS 3 FLOOD PROTECTION AND SITE GRADING $ 44,827,000 $ 39,129,000 $ 27,379,000 $ 111,335,000 4 DEWATERING $ 4,069,000 $ 2,955,000 $ 2,680,000 $ 9,704,000 5 SANITARY SEWER $ 11,993,000 $ 3,186,000 $ 3,677,000 $ 18,856,000 6 STORM DRAIN $ 13,958,000 $ 8,800,000 $ 8,905,000 $ 31,663,000 7 POTABLE WATER $ 4,760,000 $ 4,310,000 $ 5,385,000 $ 14,455,000 8 RECYCLED WATER $ 1,148,000 $ 507,500 $ 875,000 $ 2,530,500 9 DRY UTILITIES $ 6,286,000 $ 5,961,000 $ 5,321,000 $ 17,568,000 10 ON-SITE STREET WORK $ 23,455,000 $ 20,029,000 $ 13,411,000 $ 56,895,000 11 TRANSPORTATION $ 15,884,000 $ 35,030,000 $ 4,021,000 $ 54,935,000 12 PARKS AND OPEN SPACE $ 39,369,000 $ 15,898,000 $ 23,911,000 $ 79,178,000 13 PUBLIC BENEFITS $ 1,250,000 $ 17,913,000 $ - $ 19,163,000 SUBTOTAL BACKBONE INFRASTRUCTURE CONSTRUCTION COST $ 201,380,000 $ 195,510,000 $ 99,000,000 $ 495,890,000 (to nearest $10,000) SOFT COSTS 14 CONSTRUCTION ADMIN $ 6,444,000 $ 6,256,000 $ 3,168,000 $ 15,868,000 15 PROFESSIONAL SERVICES $ 24,166,000 $ 23,461,000 $ 11,880,000 $ 59,507,000 16 FEES $ 7,990,000 $ 7,740,000 $ 4,701,000 $ 20,431,000 17 IMPROVEMENT ACCEPTANCE $ 806,000 $ 782,000 $ 396,000 $ 1,984,000 SUBTOTAL SOFT COST (to nearest $10,000) $ 39,410,000 $ 38,240,000 $ 20,150,000 $ 97,790,000 TOTAL BACKBONE INFRASTRUCTURE COST $ 240,790,000 $ 233,750,000 $ 119,150,000 $ 593,680,000 (to nearest $10,000) 2633 CAMINO RAMON, SUITE 350 SAN RAMON, CALIFORNIA 94583 (925) 866-0322 www.cbandg.com P:\1000-1099\1087-10\Estimate\2013\MIP\Summary_2.xls/Overall Page 1 of 1

Exhibits

Carlson, Barbee & Gibson, Inc. CIVIL ENGINEERS SURVEYORS 6111 BOLLINGER CANYON ROAD, SUITE 150 SAN RAMON, CALIFORNIA 94583 SAN RAMON LATHROP PLANNERS (925) 866-0322 FAX (925) 866-8575