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HomeMy WebLinkAbout2014-03-11 - Request for Proposals - Interurban Avenue South Construction ManagementCITY OF TUKWILA REQUEST FOR PROPOSALS (RFP) INTERURBAN AVENUE SOUTH PROJECT Due March 11, 2014 by 5:00 p.m. (Pacific Standard Time) The City of Tukwila is requesting Proposals from qualified consultants to provide Construction Management and Inspection Services for a significant street and water improvement project on Interurban Avenue South from Fort Dent Way to South 143rd Street. Please review the full RFP with detailed information and document links following this notice. Any questions regarding the submittal and selection process, and the project shall be emailed to the City's Project Manager listed below. Only email communications will be accepted. Michael E Ronda, PE, Project Manager — Construction Public Works Department, City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Mike.Ronda a(�tukwilawa.gov Four (4) bound copies of the Proposal, whether mailed or hand -delivered, must arrive at the address listed below no later than 5:00 p.m. (Pacific Standard Time) on March 11, 2014. No submittal will be accepted after this date and time. The City will not be liable for delays in delivery of proposals due to handling by the US Postal Service or any other type of delivery service. Faxed or emailed submittals will not be accepted. Please reference the RFP title on all communications and mailing labels. Pursuant to the State and Federal regulations, a qualifications -based selection process will be used to select a Consultant for this project. The selection will be made from the submitted Proposals and subsequent interviews. The Recipient, in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally -assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises as defined at 49 CFR Part 23 will be afforded full opportunity to submit bids in response to this invitation, and will not be discriminated against on the grounds of race, color, sexual orientation, sexual preference, national origin, or sex in consideration for an award. Published Seattle Times: February 18, 2014 and February 25, 2014 Published Seattle Daily Journal of Commerce: February 18, 2014 and February 25, 2014 REQUEST FOR PROPOSALS INTERURBAN AVENUE SOUTH FORT DENT TO S 143RD STREET PROJECT (INTERURBAN ROADWAY PROJECT) CONSTRUCTION MANAGEMENT & INSPECTION SERVICES The City of Tukwila (the "City") is requesting Proposals from qualified consultants to provide Construction Management (CM) and Inspection Services for a significant street and water improvement project on Interurban Avenue South from Fort Dent Way to South 143rd Street. PROJECT DESCRIPTION: The Interurban Roadway Project will provide the following major street improvements to the Tukwila urban roadway system: Bid Schedule A — Roadway Improvements Construction of approximately 4,065 linear feet of street improvements within the right-of-way of Interurban Avenue S — S 143rd Street to Fort Dent Way, including but not limited to, constructing curbs, gutters, sidewalks, driveways, retaining walls; installation of storm drainage structures and pipes; installation of water main; hot mix asphalt paving, overlay and pavement repair; and installation of landscaping, illumination, signal modifications, fiber optic raceway system modifications, irrigation, restoration, channelization, and other work necessary to complete the Work as specified and shown in the Contract Documents. Bid Schedule B — Water Improvements Construction of approximately 4,135 linear feet of new water main improvements within the right-of- way of Interurban Avenue S and along S 149th Street, as shown in the Contract Documents. The timeline for construction is approximately one year (potentially spanning two construction seasons), with on-site construction projected to start near the beginning of the second quarter of 2014. Project construction cost is still being finalized. Funding for the improvements is through a mixture of Federal Sources (through STPUL), State Transportation Improvement Board (TIB) grants, and Tukwila local funds. SCOPE OF SERVICES: Under the direction of the City's Construction Project Manager, the scope of services may include, but are not limited to: General and Administrative Construction Management • Provide construction schedule review and corresponding technical analysis. • Manage and Review Contractor's submittals (RAMs, TESC & SPCC Plan, TCP, shop drawings, etc.). • Manage and Respond to Contractor's Requests for Information. • Provide Field Directives to the Contractor as required. • Review and make recommendations on requested Change Orders. • Organize and conduct the Pre -Construction Conference. • Coordinate off-site fabrication inspection with relevant independent testing authority. • Facilitate utility coordination for existing and new utility improvements. • Issue Correction Notices when appropriate. • Issue Stop Work Notices when required. • Attend project and public meetings, and assist in preparation of meeting notes. • Provide project administration per the Local Agency Guidelines, and TIB requirements, including: - Equal Employment Opportunity and Monthly Utilization Reports. - Prevailing wage verifications and interviews. - Tracking of Disadvantaged Business Enterprise and Training Goals. - Record of Materials (ROM), Certificate of Material Origin and Manufacturer Certificate of Compliance tracking. • Maintain construction files using format provided by the City. • Provide timely coordination, accounting and billing for construction management services contracts. • Other tasks as requested by the City. Inspection Services • Review and approve Contractor's surveying to assure layout accuracy. • Observe Contractor's activities for compliance with the Contract Documents, and generate construction audit trail using City's provided Inspector's Daily Report (IDR) and other required special inspection forms. • Monitor Contractor's activities for compliance with all regulatory, environmental, permit, materials and restoration requirements, including: NPDES Construction Permit (TESC and water quality requirements). Hydraulic Project Approvals (HPA), if any. ROM requirements. License to Construct or Construction Easements. Other Owner commitments. • Track Change Orders and Force Account activities for appropriate reimbursement and Time Impact Analysis. • Coordinate, obtain and evaluate test results from testing services (e.g. turbidity monitoring, pressure testing, closed circuit television inspection, concrete strength, bedding and backfill gradation, subgrade and asphalt compaction testing). The material testing consultant shall promptly provide test results (including the asphalt paving test results) in a time frame in compliance with the Project Plans and Specifications. • Actively confirm Contractor's coordination of construction activities with adjacent property owners, businesses, utilities and other agencies through review of the required Project Schedule and notice forms. • Document as -constructed conditions of the project for the eventual creation of the Record Drawings. The Construction Contractor shall furnish a red -lined plan set to the City at the completion of the project; and the Consultant shall periodically verify the accuracy of the Contractor's red -lined plan during construction. When submitted, the Consultant shall consolidate the red -line plan set provided by the contractor and consultant generated documentation to produce a full-sized master plan set as the Owners submittal to the Engineer of Record for the production of Record Drawing mylars. • Other tasks as requested by the City. City Responsibility The City will oversee the Consultant in the management and inspection of construction as noted below: • Provide CM oversight and approval authority for all construction activities. • Manage the Designer -of -Record team as part of the Project Designer's on-call design support and submittal review. • Process all contract documents through the City's approval process (e.g. CM services invoices, construction contract, monthly pay estimates, change order execution, cost reduction proposals, time extensions, etc.). • Oversee the Consultant on conducting schedule evaluation, monitoring, and evaluate Time Impact Analysis for changes. • Provide and assist the Consultant in utility coordination with third -party utilities under project specific or franchise agreements. • Review the Pre -Construction Conference agenda and all hand-out materials, before the Consultant conducts the Pre -Construction Conference. • Coordinate and schedule any public meetings required before, during and after construction. • Provide operations & maintenance interface with other City Staff for ongoing project issues. • Provide CM tools for Team use including: Project draft ROM, IDR, Project File Index, Change Order, Force Account tracking and Pay Estimate forms. SUBMITTAL REQUIREMENTS: From Februaryl8, 2014 to the Proposal due date and time, each interested CM consultant firm is encouraged to review the Project Plans and Specification, in preparation of the Proposal submittal. An abbreviated plan set along with a draft copy of the project bid schedule are available in the Legal/Public Notices section of the City's website. The full Project Plans and Specifications are only available for on-site review at Tukwila Public Works offices. Submittals from consulting firms must include the following information: firm name; phone and fax numbers; name and e-mail address for the primary contact; disciplines provided by the firm; specific staff and disciplines to be assigned to the project; specialty services provided, if any; similar project experience examples; and the total number of employees within Washington State. Similar information shall be provided for any sub -consultants. Project examples cited, especially those similar projects, should be within the last five years, focusing on demonstrating the capabilities listed above, include reference contact information, and include contributors only if they are proposed for this project. Four (4) bound copies of the Proposal, whether mailed or hand -delivered, must arrive at the address listed below no later than 5:00 pm (Pacific Standard Time) on March 11, 2014. No submittal will be accepted after this date and time. The City will not be liable for delays in delivery of proposals due to handling by the US Postal Service or any other type of delivery service. Faxed or emailed submittals will not be accepted. Please reference the RFP title on all communications and mailing labels. The Proposals shall be limited to a maximum of fifteen (15) single -sided pages, exclusive of covers, section dividers, and resumes, and in no smaller than 12 -point font. Address the Proposals to Michael Ronda, City of Tukwila Public Works Department, 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188. Any questions regarding the submittal and selection process, and the project shall be emailed to Mike.Ronda@tukwilawa.gov Only email communications will be accepted. Responses will be shared with all firms registered on the Request for Proposals (RFP) list maintained by the City. To be included on this list, please send an email to the address above with the name, RFP title and primary and secondary contact email address, stating your desire to submit a Proposal for CM services. The City reserves the right to revise this RFP at any time before the due date. Such revisions, if any, will be announced by addenda to this RFP. Clarifications or answers to questions which do not require modification to the RFP may be made through email correspondence without addenda and consultants will be asked to confirm receipt of these emails at the time they are received. When responding to questions, requests for clarification or issuing addenda, the City will send an email notification to the contact person for each Submitter as soon as each addendum or response is issued. The notification will include an electronic copy of the addendum or clarification when possible. The Submitter must acknowledge receipt of all addenda, in the introductory letter of the Proposal. Any questions submitted within 3 business days of the submittal deadline may not be addressed. SELECTION PROCESS: Pursuant to the State and Federal regulations, a qualifications -based selection process will be used to select a Consultant for this project. The first step is the submission of Proposals in response to this RFP. The City will short-list up to four of the CM Teams, which demonstrate through their Proposals the closest match to the City's needs. Upon completion of the evaluation, scoring, and short -listing process, the City will send prompt notification to all Submitters, or will notify them of a decision not to issue a short-list. The second step in the selection process will be interviews with the short-listed teams. Additional information for the interviews will be provided to all short-listed candidates. Scoring from the short -listing process will be brought forward to the final scoring of the interviewed CM Teams. The following criteria will be used to evaluate and rank the Proposal responses: Step 1: Short -listing Criteria Possible Points Qualifications, Expertise & Experience of Project Team Staff 300 Project Understanding and Approach 200 Experience with Roadway Improvement construction 150 Experience with 3rd Party Utility Coordination 150 Knowledge of LAG Manual and TIB Requirements 150 Compliance with RFP Requirements 50 Step 1 Total 1000 Step 2: Final Selection Criteria Possible Points Score from Step 1 40% Interview 60% At the option of the City, Past Performance/Reference Checks for the Consultants may be required, and would be included as part of the Interview scoring. TERMS AND CONDITIONS: The City reserves the right, at its sole discretion, to cancel this RFP, issue a new RFP, reject any or all Proposals, seek or obtain data from any source that has the potential to improve the understanding and evaluation of the responses to this RFP, seek and receive clarifications to a Proposal and waive any deficiencies, irregularities or technicalities in considering and evaluating the Proposals. This RFP does not commit the City to enter into a contract or proceed with the procurement of the project. The City assumes no obligations, responsibilities and liabilities, fiscal or otherwise, to reimburse all or part of the costs incurred by the parties responding to this RFP. All such costs shall be borne solely by each Submitter. Materials submitted in response to this competitive procurement shall become the property of the City and will not be returned. All submittals received will remain confidential until the City and the successful CM Team sign the agreements resulting from this RFP. All submittals are deemed public records as defined in the RCW 42.17.250 to 42.17.340. Persons with disabilities may request this information be prepared and supplied in alternate forms by calling (206) 433-0179. The Recipient, in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally - assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises as defined at 49 CFR Part 23 will be afforded full opportunity to submit bids in response to this invitation, and will not be discriminated against on the grounds of race, sex, color, sexual orientation, sexual preference, or national origin in consideration for an award. REFERENCES: CM RFP Summary Documents 1 CM RFP Summary Documents 2 Proposal P-3 Interurban Avenue S, S 143rd Street to Fort Dent Way City Project No. 03-RW02, Federal Aid No. STPUL-1045 (007) Note: Unit prices for all items, all extensions, and the total amount bid must be shown. Where conflict occurs between the unit price and the total amount specified for any item, the unit price shall prevail, and totals shall be corrected to conform thereto. Refer to Division 10 for definition of pay items. For SCHEDULE A. sales tax shall be included in the various unit and lump sum prices, per section 1-07.2(1) and WAC 458-20-171. SCHEDULE A -ROADWAY IMPROVEMENTS Item No. Item Description Qty Unit Unit Price Amount ROADWAY 1 Unexpected Site Changes 1 FA $ 50,000.00 $ 50,000.00 2 Construction Surveying 1 LS 3 SPCC Plan 1 LS 4 Resolution of Utility Conflicts 1 FA $ 100,000.00 $ 100,000.00 5 Utility Potholing 1 FA $ 25,000.00 $ 25,000.00 6 Training 1,000 HR 7 Type B Progress Schedule ci"lir*1 LS 8 Mobilization 1 LS 9 Project Temporary Traffic Control 1 LS 10 Flaggers and Spotters 1,000 HR 11 Clearing and Grubbing 1 LS 12 Removal of Structure and Obstruction 1 LS 13 Removing Asphalt/Cement Concrete Pavement 7500 CY 14 Removing Cement Concrete Sidewalk 610 SY 15 Removing Cement Concrete Curb 5620 LF 16 Roadway Excavation Incl. Haul 5,400 CY Proposal P-4 Interurban Avenue S, S 143rd Street to Fort Dent Way City Project No. 03-RW02, Federal Aid No. STPUL-1045 (007) Note: Unit prices for all items, all extensions, and the total amount bid must be shown. Where conflict occurs between the unit price and the total amount specified for any item, the unit price shall prevail, and totals shall be corrected to conform thereto. Refer to Division 10 for definition of pay items. For SCHEDULE A. sales tax shall be included in the various unit and lump sum prices, per section 1-07.2(1) and WAC 458-20-171. SCHEDULE A (Cont'd) Item No. Item Description Qty Unit Unit Price Amount 17 Unsuitable Foundation Excavation Incl. Haul 800 CY 18 Gravel Borrow Incl. Haul 18,730 TON 19 Petroleum Contaminated Excavation and Disposal Incl. Haul 100 TON 20 Contaminated Water Treatment 1 EST 21 Structure Excavation Cl. A490 <1(4,370 CY 22 Crushed Surfacing Base Course TON 23 Pavement Fabric illillw 3,430 SY 24 HMA CI 1/2" PG 64-22 ^�+ 7,860 TON 25 HMA CI 1/2" PG 64-22 for Overlay 6,080 TON 26 HMA CI 1/2" PG 64-22 for Pavement Repair 2,530 TON 27 HMA CI 1/2" PG 64-22 for Prelevel 1,270 TON 28 Planing Bituminous Pavement 20,670 SY 29 Conc. Class 4000 for Walkway Pavement 520 CY 30 St. Reinf. Bar for Walkway Pavement 43,060 LB 31 Gravel Backfill for Wall 81 CY 32 Removable Barrier 73 LF Proposal P-5 Interurban Avenue S, S 143rd Street to Fort Dent Way City Project No. 03-RW02, Federal Aid No. STPUL-1045 (007) Note: Unit prices for all items, all extensions, and the total amount bid must be shown. Where conflict occurs between the unit price and the total amount specified for any item, the unit price shall prevail, and totals shall be corrected to conform thereto. Refer to Division 10 for definition of pay items. For SCHEDULE A. sales tax shall be included in the various unit and lump sum prices, per section 1-07.2(1) and WAC 458-20-171. SCHEDULE A (Cont'd) Item No. Item Description Qty Unit Unit Price Amount 33 Precast Containment Wall 274 LF 34 Permanent Barrier 1,101 LF 35 Permanent Barrier Transition Section 12 LF 36 Conc. Class 4000 For Retaining Wall 43 CY 37 St. Reinf. Bar for Retaining Wall 5,772 LB 38 Modular Block Wall iCt— 890 SF 39 Removing Soldier Pile Shaft Obstruction 1 ' 1 EST 40 Shaft - 36 Inch Diameter 1,660 LF 41 Furnishing Soldier Pile - W14x26 240 LF 42 Furnishing Soldier Pile - W18x55 609 LF 43 Furnishing Soldier Pile - W24x76 665 LF 44 Furnishing Soldier Pile - W24x131 440 LF 45 Lagging 4,110 SF 46 Erosion/Water Pollution Control 1 FA 47 Inlet Protection 200 EA 48 Stormwater Pollution Prevention Plan 1 LS 49 Temporary Detention/Retention SWPPP Control Facilities 1 LS Proposal P-6 Interurban Avenue S, S 143rd Street to Fort Dent Way City Project No. 03-RW02, Federal Aid No. STPUL-1045 (007) Note: Unit prices for all items, all extensions, and the total amount bid must be shown. Where conflict occurs between the unit price and the total amount specified for any item, the unit price shall prevail, and totals shall be corrected to conform thereto. Refer to Division 10 for definition of pay items. For SCHEDULE A. sales tax shall be included in the various unit and lump sum prices, per section 1-07.2(1) and WAC 458-20-171. SCHEDULE A (Cont'd) Item No. Item Description Qty Unit Unit Price Amount 50 Cement Conc. Traffic Curb and Gutter 7,640 LF 51 Cement Conc. Extruded Curb 920 LF 52 Cement Conc. Traffic Curb 2,900 LF 53 Cement Conc. Driveway Entrance 1,000 SY 54 Precast Dual Faced Sloped Mountable Curb 370 LF 55 Adjust Monument Case and Cover N 11 EA 56 Decorative Stamped Asphalt x/imir 4 895 SF 57 Hand Railing ) NO' 730 LF SIDEWALK 4, 58 Cement Conc. Sidewalk - 4,190 SY 59 Cement Conc. Curb Ramp Type Parallel A 11 EA 60 Cement Conc. Curb Ramp Type Single Direction B 2 EA 61 Cement Conc. Stairs 1 EA 62 Cement Conc. Bus Stop Pad 3 EA 63 Cement Conc. Bus Shelter Foundation 3 EA STORM DRAINAGE 64 Structure Excavation Class B Incl. Haul 5,170 CY 65 Shoring or Extra Excavation Cl. B 24,800 SF Proposal P-7 Interurban Avenue S, S 143rd Street to Fort Dent Way City Project No. 03-RW02, Federal Aid No. STPUL-1045 (007) Note: Unit prices for all items, all extensions, and the total amount bid must be shown. Where conflict occurs between the unit price and the total amount specified for any item, the unit price shall prevail, and totals shall be corrected to conform thereto. Refer to Division 10 for definition of pay items. For SCHEDULE A. sales tax shall be included in the various unit and lump sum prices, per section 1-07.2(1) and WAC 458-20-171. SCHEDULE A - (Cont'd) Item No. Item Description Qty Unit Unit Price Amount 66 Gravel Backfill Incl. Haul 3180 TN 67 Controlled Density Fill 70 CY 68 Underdrain Pipe 6 In. Diam. 1080 LF 69 Cleanout 3 EA 70 Ductile Iron Storm Sewer Pipe 6 In. Diam. 250 LF 71 Ductile Iron Storm Sewer Pipe 12 In. Diam. 540 LF 72 Solid Wall PVC Storm Sewer Pipe 12 In. Diam. 3960 LF 73 Solid Wall PVC Storm Sewer Pipe 18 In. Diam. 1470 LF 74 Solid Wall PVC Storm Sewer Pipe 30 In. Diam. 610 LF 75 Storm Drainage Television Inspection 1 LS 76 Catch Basin with Debris Cage Inlet 1 EA 77 Concrete Inlet 13 EA 78 Catch Basin Type 1 73 EA 79 Catch Basin Type 2 48 In. Diam. 10 EA 80 Catch Basin Type 2 60 In. Diam. 6 EA 81 Adjust Catch Basin 12 EA Proposal P-8 Interurban Avenue S, S 143rd Street to Fort Dent Way City Project No. 03-RW02, Federal Aid No. STPUL-1045 (007) Note: Unit prices for all items, all extensions, and the total amount bid must be shown. Where conflict occurs between the unit price and the total amount specified for any item, the unit price shall prevail, and totals shall be corrected to conform thereto. Refer to Division 10 for definition of pay items. For SCHEDULE A. sales tax shall be included in the various unit and lump sum prices, per section 1-07.2(1) and WAC 458-20-171. SCHEDULE A - (Conf'd) Item No. Item Description Qty Unit Unit Price Amount 82 Replace Frame & Grate with Solid Locking Cover 5 EA 83 Connect to Existing Drainage Structure 14 EA 84 Connect Drainage Structure to Existing Pipe 4 EA 85 Stormwater Detention Vault 1 LS 86 Filterra Unit 7 EA 87 Temporary Stormwater Bypass System 1 LS SANITARY SEWER 88 Replace Sanitary Sewer Manhole Ring & Cover, EA 89 Adjust Sewer Manhole 25 EA ILLUMINATION AND SIGNAL MODIFICATIONS 90 Illumination System, Complete 1 LS 91 Signal Loop Modifications, Complete 1 LS 92 Modification of Existing Fiber Optic Raceway System 1 LS TRAFFIC CONTROL DEVICES 93 Storm Drain Marker 78 EA 94 Raised Pavement Marker Type 1 35 HUND 95 Raised Pavement Marker Type 2 3 HUND 96 Permanent Signing 1 LS Proposal P-9 Interurban Avenue S, S 143rd Street to Fort Dent Way City Project No. 03-RW02, Federal Aid No. STPUL-1045 (007) Note: Unit prices for all items, all extensions, and the total amount bid must be shown. Where conflict occurs between the unit price and the total amount specified for any item, the unit price shall prevail, and totals shall be corrected to conform thereto. Refer to Division 10 for definition of pay items. For SCHEDULE A. sales tax shall be included in the various unit and lump sum prices, per section 1-07.2(1) and WAC 458-20-171. SCHEDULE A - (Conf'd) Item No. Item Description Qty Unit Unit Price Amount 97 Plastic Stop Line 80 LF 98 Plastic Crosswalk Line 450 SF 99 Plastic Traffic Arrow 28 EA 100 Paint Line, 4 In. 4,400 LF 101 Temporary Pavement Markings 13,390 LF 102 Removing Temporary Pavement Markings 13,390 LF ROADSIDE DEVELOPMENT 103 Silt Fence --x- 3,210 LF 104 Property Restoration 1 FA 105 Topsoil Type A 1,050 CY 106 Bark Mulch ,''' 260 CY 107 Seeded Lawn Installation 4,800 SY 108 PSIPE Acer rubrum 'Bowhall'/ Bowhall Maple; 2" Cal., 10'-12' Ht. 57 EA 109 PSIPE Acer platanoides 'Conzam'/ Conquest Maple; 2" Cal., 10'-12' Ht. 40 EA 110 PSIPE Pyrus calleryana 'Cambridge'/ Cambridge Pear; 2" Cal., 10'-12' Ht. 29 EA 111 PSIPE Carpinus caroliniana 'CCSQU'/ Palisade American Hornbeam; 2" Cal., 10'-12' Ht. 31 EA Proposal P-10 Interurban Avenue S, S 143rd Street to Fort Dent Way City Project No. 03-RW02, Federal Aid No. STPUL-1045 (007) Note: Unit prices for all items, all extensions, and the total amount bid must be shown. Where conflict occurs between the unit price and the total amount specified for any item, the unit price shall prevail, and totals shall be corrected to conform thereto. Refer to Division 10 for definition of pay items. For SCHEDULE A. sales tax shall be included in the various unit and lump sum prices, per section 1-07.2(1) and WAC 458-20-171. SCHEDULE A - (Cont'd) Item No. Item Description Qty Unit Unit Price Amount 112 PSIPE Amelanchier x grandiflora 'Autumn Brilliance'/ Autumn Brilliance Serviceberry; 2" Cal., 10'-12' Ht. 13 EA 113 PSIPE Euonymus fortunei 'Monce'/ Golden Prince Wintercreeper; 15"-18" Ht. 74 EA 114 PSIPE Rhododendron x'Ramapo'/ Ramapo Rhododendron; 15"-18" Ht. 110 EA 115 PSIPE Chaenomeles speciosa 'Orange Storm'/ Double Take Orange Storm Flowering Quince, 18-24" Ht. 74 EA 116 PSIPE Cornus stolonifera 'Farrow'/ Arctic Fire Red -Twig Dogwood; 18"-24" Ht. 145 EA 117 PSIPE Physocarpus opulifolius 'Dart's Gold'/ Dart's Gold Ninebark; 18"-24" Ht. 71 EA 118 PSIPE Cistus x corbariensis/ White Rockrose; 15"-18" Ht. 349 EA 119 PSIPE Nandina domestica 'Firepower'/ Firepower Heavenly Bamboo; 15"-18" Ht. 433 EA 120 PSIPE Fothergilla gardenii 'Blue Mist'/ Blue Mist Dwarf Fothergilla; 15"-18" Ht. 337 EA 121 PSIPE Potentilla Fruticosa 'Sunset'/ Sunset Potentilla; 2 Gal. Cont. 270 EA 122 PSIPE Rosa x'NOA97400A'/ Flower Carpet Amber Groundcover Rose; 15"-18" Ht. 488 EA 123 PSIPE Calluna vulgaris 'Melanie'/ Melanie Scotch Heather; 2 Gal. Cont. 565 EA 124 PSIPE Hebe pinguifolia 'Sutherlandii'/ Sutherland Hebe; 2 Gal. Cont. 363 EA 125 PSIPE Abelia 'Rose Creek'/ Rose Creek Abelia; 2 Gal. Cont. 242 EA 126 PSIPE Berberis thunbergii 'Goruzam'/ Golden Ruby Barberry; 2 Gal. Cont. 281 EA Proposal P-11 Interurban Avenue S, S 143rd Street to Fort Dent Way City Project No. 03-RW02, Federal Aid No. STPUL-1045 (007) Note: Unit prices for all items, all extensions, and the total amount bid must be shown. Where conflict occurs between the unit price and the total amount specified for any item, the unit price shall prevail, and totals shall be corrected to conform thereto. Refer to Division 10 for definition of pay items. For SCHEDULE A. sales tax shall be included in the various unit and lump sum prices, per section 1-07.2(1) and WAC 458-20-171. SCHEDULE A - (Cont'd) Item No. Item Description Qty Unit Unit Price Amount 127 PSIPE Caryopteris x clandonensis 'Korball'/ Blue Balloon Bluebeard; 2 Gal. Cont. 209 EA 128 PSIPE Spiraea japonica 'Walbuma'/ Magic Carpet Spirea; 2 Gal. Cont. 588 EA 129 PSIPE Lavandula stoechas 'Winter Bee'/ Winter Bee Spanish Lavender; 2 Gal. Cont. 227 EA 130 PSIPE Rubus calycinoides 'Golden Quilt'/ Golden Quilt Creeping Bramble; 1 Gal. Cont. 660 EA 131 PSIPE Helianthemum nummularium 'Fire Dragon'/ Fire Dragon Sunrose; 1 Gal. Cont. 495 EA 132 PSIPE Cotoneaster dammeri 'Streib's Findling'/ Streibs Findling Bearberry; 1 Gal. Cont. 275 EA 133 PSIPE Geranium macrorrhizum 'Album'/ Hardy Geranium; 1 Gal. Cont. 505 EA 134 Restoration Planting 515 SY 135 Automatic Irrigation System, Complete 1 LS FRANCHISE UTILITY ITEMS 136 Franchise Utility Coordination 1 LS 137 Adjust Gas Valve 1 EA 138 Adjust Fiber Optic Manhole/Vault 1 EA 139 Adjust Utility Vault 1 EA Total - Schedule A $ * For SCHEDULE A. sales tax shall be included in the various unit and lump sum prices, per section 1 - Note: Determination of low bidder will be based solely on the 'Total Bid'. Proposal P-12 Interurban Avenue S, S 143rd Street to Fort Dent Way City Project No. 03-RW02, Federal Aid No. STPUL-1045 (007) Note: Unit prices for all items, all extensions, and the total amount bid must be shown. Where conflict occurs between the unit price and the total amount specified for any item, the unit price shall prevail, and totals shall be corrected to conform thereto. Refer to Division 10 for definition of pay items. The Contractor shall collect from the Contracting Agency retail sales tax on the SCHEDULE B contract price per section 1-07.2(2) and WAC 458-20-170. SCHEDULE B -WATER IMPROVEMENTS Item No. Item Description Qty Unit Unit Price Amount 140 Minor Change 1 FA $ 10,000.00 $ 10,000.00 141 Construction Surveying 1 LS 142 Mobilization 1 LS 143 Removal of Structure and Obstruction 1 LS 144 Unsuitable Foundation Excavation Incl. Haul 40 CY 145 Gravel Borrow Incl. Haul j_\ 90 TN 146 Shoring or Extra Excavation Cl. B 24,720 SF 147 Gravel Backfill Incl. Haul "' 1,930 TN 148 Controlled Density Fill 60 CY 149 Class 52 Ductile Iron Pipe for Water Main with Restrained Joint Fittings, 6 In. Diam. 220 LF 150 Class 52 Ductile Iron Pipe for Water Main with Restrained Joint Fittings, 8 In. Diam. 60 LF 151 Class 52 Ductile Iron Pipe for Water Main with Restrained Joint Fittings, 10 In. Diam. 40 LF 152 Class 52 Ductile Iron Pipe for Water Main with Restrained Joint Fittings, 12 In. Diam. 4,470 LF 153 Connection to Existing Water Main, 6 In. 2 EA 154 Connection to Existing Water Main, 8 In. 2 EA 155 Connection to Existing Water Main, 10 In. 3 EA 156 Connection to Existing Water Main, 12 In. 3 EA Proposal P-13 Interurban Avenue S, S 143rd Street to Fort Dent Way City Project No. 03-RW02, Federal Aid No. STPUL-1045 (007) Note: Unit prices for all items, all extensions, and the total amount bid must be shown. Where conflict occurs between the unit price and the total amount specified for any item, the unit price shall prevail, and totals shall be corrected to conform thereto. Refer to Division 10 for definition of pay items. The Contractor shall collect from the Contracting Agency retail sales tax on the SCHEDULE B contract price per section 1-07.2(2) and WAC 458-20-170. SCHEDULE B - (Cont'd) Item No. Item Description Qty Unit Unit Price Amount 157 Additional Class 52 Ductile Iron Pipe Fittings for Water Main 5,000 LB 158 Concrete for Thrust Blocking and Dead -Man Anchor Blocks 30 CY 159 Electronic Markers 120 EA 160 Gate Valve 6 In. 6 EA 161 Gate Valve 8 In. 2 EA 162 Gate Valve 10 In. 1 EA 163 Gate Valve 12 In. efil 4 21 EA 164 Comb. Air Release/Air Vacuum Valve Assembly 1 In. 5 EA 165 Hydrant Assembly 12 EA 166 Service Connection 1 In. Diam. 4 EA Subtotal - Schedule B - Water $ Schedule B Washington State Sales Tax at 9.5% $ Total - Schedule B - Water $ * The Contractor shall collect from the Contracting Agency retail sales tax on the SCHEDULE B contract Total Schedules A & B: Schedule A brought forward $ Schedule B brought forward $ Total Bid $ Note: Determination of low bidder will be based solely on the 'Total Bid'. INTERURBAN AVENUE SOUTH FORT DENT WAY TOS 143RD STREET PROJECT N O. 03-RWO2 FEDE RAL AID PR DIJ ECT NO.: STPUL-10145 (007) MAYOR JI VI HAGGERTDN DIRE:TOR OF PUBLIC WOR B013 GIBERSDN, P.E. CITY ENGINEER ROBI V TISCHMAK, P.E. SCHEDULE DF DRAWINGS SHEET ND. TILE 13 I 7 KS 1 COVER SHEET 2 13 -EDI IN)E<, LEGE JD, 3c ABB REVIATIOJS 4 TYPICAL GECTIDJS 13 DETAILS 8 D RAINAGE DETAILS TESCNOITEG & )EIT4ILE 1311t[ PRE 'ARAIfIDJ Bc TEEO PLANE ROADINAIY 'LANE Bc PRI) ILES 1311-1DRM D RAIN ' RO=ILE13 MEDI \J PLANE & )=ITAILG DRIVEWAY PRO=ILES MO)ULAR BLOCK WALL DEIfAI _S EItDRMINAIfER DETEJTION Bc TREATM =NIT DETAILS INAITER PRO=ILES ILLUMIN 4ITION PLANE Bc DETAILS CHA JNELIVATION 3c SIGNING PLANE LAJDSCAD= 'LA JS LA JDSCA DE 13E JEDU _E 3c DETAILS IRRIGATION 'LA JS IRRIGATION GCJEDULE AND D=TAIL RIGHT D= WAY PLANE IN LL 'L 4NS, ELEVATIO JS 3c DETAILS 9 1 D — 113 113 — 38 139 — 11-3 11.4 — 11-13 49 — 153 54 — 1515 1513-137 58 — 13E 66 — 7e 713 — 81 82 — 13 7 BB 89 — 13f} 915 913-104 S I — 139 CITY CDUNCIL <qT-Y HOIJGgRDY, COUNCIL 'REISI)ET JOE DIJFIE gLLgV EKBERG <qTE KRIJLLER )E'SEAN RUIN \1 DEN VI S OBER TSO V VERNA SEAL PROUEC T LOICATIO N by date ��� 7539th 14venneIV ;cattle, 86 i 98109 (206) 286-1140 i�mw.kpg.com 2502Je0erson1venue Taco ua, 81198402 (253) 627-0720 INTERU RBIAN AVENUE S e designed NA 6/13 0 1DD /o SIU B M IT FAL otwliq ly9 rz ri Taos ' _PEI B LIC' WORKS DEPT_ Z *ENGINEERING *STREETS *WItTER*SEWER *BI UILIDING * 0 log \. drawn4. NA 6/13 checked NA 6/13 CIDVER SHEET ., file no 0131 COV 1.dwg proj eng NA 6/13 1Chle N/A proj dir no dale re2isiun 1 date )61'2)16 field bkno 13 INTERURBAN ABB tEVI14IFIONS 0 1DO 200 NOD 6D0 6C 4LE IN FEET AC A\6BESTOS CONCRETE ACP ASI'HAL F CONCRETE PAVEMENT AP AN GIE POINT ADB ASI'HAL F TREADED BASE AVE A /ENUE CB CI\ICH BA ;IN CC ??? CHJ< CHIINUNK CENTFEItUNE CL C ASS CMP CDI(RUGATED MEFAL PIPE CONC CDIJCRETE COT CITY OF ITUKWI A CSC DI(USHED SURFI\CING BI\;E CDURSE CS TC CRUSHED SURFACING TOP CDURSE DELTA DI DUCTILE IRON DIA/IB DIAMETER D/N DItIVE1VAY E EI\;DNB, ERT EL/ELEV ELE 11111011 FL FLANGE FO FOG GP HMA HP IE L L[ 5 MAX MB MH FACE DI' CURB (-ACE DI' GUITEIt BRIE ('OST HOF MIX ASPHALT HIGH PRESSURE INVERIED ELEVATIDII LENG fH LEFT UNEI\It FEET MAXIMUM MAILBOX MANHOLE MIC MIN MU MON N N TS OC PC PCC P. C.C. PE PI PRC PT PVC PIR PA R CI' RI'IN RF S ;DP S; S TA SID IESC IOC AUK TYP W N/ WSD DT MDIJUM NT IN CASE MINIMUM MECHANICI\L UOINF MDIJUM NT NORTHING, NOR 11 NOT [0 S CINE ON CENTER POINT OF CURVE POINT OF CURVE ON CURVE PORTLAND CEMENT CONCREIE PLAIN END POINT OF INTERSECTION POINT OF REVERSE CURVE POINT OF TANGENT POINT OF CURVATURE POINT OF VERTICAL TAN DNT POINT OF VERTICAL INIERSECTI D11 RADI U; REINFORCED CONCRETE PIPE RAISED PAVEMENT MI\RKER RIGH [ SLOPE, SDU M STOItRN DRAIN STORM DRAIN ('IPE STOItRN SEWER STA LION STANLI RD TANGENT TEMPORA \RY EI1OSION I \ND SEDIMENTATION CDII ROL TOP DF CURB TUKWI A TYPICAL WEST WITH WI \ ;RING FON S TATE DEP [ OF RANSPOR-ATION LEGE VD EXISTING (BER OPTIC UNE GAD LINE OVERHEAD POWER UNDERGROUND POWER UNE SANITARY SEWER UNE ABANDDNED ;ANITART SEVER UNE S FORM DRAIN UNE IELEPHONE UIJE WATER UNE CULVERT CHAIN UNK FENCE WOOD FENCE RIGHT -OF -NAY LINE PRDI'ERITY UNE SI\IJITARY SEWER MANHOLE STORM DRAIN MANHOLE S [ORM DRI 1, IN CA FCH BA ;IN NATER MEIER NATER VI\LIE WATER VI\ULT LRE HYDRANT U11UTY POLE S REIT UGH F GUY ANCHOR PAD MOUNDED TRIM ;FORMEI1 POWER VAULT GA; METER GAD VALVE TELEPHONE IUSE 1 MONUMEN [ III CASE SIGN MAILBOX ;HI1UB FREE, DECIDUOUS FREE, DECIDUOUS SIT I'K NAIL ST MBAR Ik CAP FDUIJD AS NOTED ((NIC, MON) IELEPHONE/F1BER OPTIC VAULT ED BE 01' WATER ORDINARY IIIGH WATER PROPOSED 1-11- • -1T ■ • ;LOPE INDICATOR STORM DRAIN UNE, I,l fH DIRECTION OF FLOW CI1,ICH 31\ ;IN r RD DRAIN MANHOLE IRE HYDRANT IVATER 1 IPE IVATER INETE t IVATER VALVE B0' Ik 45' I& 22' BENDS TEE CROSS END CIU' COUPUNB [HRUS [ BLOCK ;IGN ANAILBOA( IVALL 31117 JOINT FENCE ID; PAD/F00111IB / 111111111111111111 C ;BC (IN SECTION) GRAVEL BORR1DIV (IN SE C11010 ;UBGRADE (IN SECT DN) TOPSOIL TYPE A (IN ;ECT10N) NEW PAVEMEIIT, HMA CLAS; B DVERLAY, HMA CLASS B CEMENT CONCRETE SURVEY CONTROL SHEET I VDEX t K 0 K (K) SITE PREPARATION k TE ;C P AN SHEERS PLAN SHEERS ROAD IVAT PROILE SHEETS S FORM PRO FI J= SHEET S ANDSCAI'E PAID SHEETS IRRIGATION PAN SHEETS ILL UNINATIDN PLAN SHEETS C11111111lIZADOAJ I& SIGNING PIAN ;REEFS 1. CON IRACTOt IS FULLY I)ESPONl31B_E FOR EST 1BUMING RI ID MAINTAINING TEMPORRI)Y CON ROL AS CONTROL I'OINITS ARE DAMAGED AND/OR REM DYED DURING CONSTRUCTION. 2. THE LDCATIDII OF EXI;TING UNDERGRDUIJI UTILITY ;TSTEM;, AS SHOWN HEREON, ARE T1\KIN ROM UTILITY LOCAIE PAINT MARKS OR A6 -BUILT PANS AND ARE SHOWN IN 1\11 APPROA(IMATE WAY ONLY. THE CON TRACTOR SHALL DETERININE AHE '_)(ACT LOCATION OF ALL EXISTING UTIUTIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESP DIISIBLE FOR ANY AND ALL DIUNRBIS WHICH MIGHT BE OCCASIONED BY ME CONTRACTOR`; FAILURE TO EXACTLY LOCAIE AND PRE;IRI/E ANY I\IJD ALL UNDERGROUND ITU TIES. ALL LOCATOR ;ER ACES MOULD BE CONTACTED PRIOR TO ANY CONS TR 11 C11014 OR ;UBSURFACE EXPLDRATIDN. CALL 1-800-481-6655. 3. CONTOUR INIITERVRL = 1 FDDT. 4. HORIEONTAL DATUM IS WI);HINGTDIJ STAIE P ANE, NORTH ZONE IJI\D 83/B1 IN FEET. SEF IEMPORARY CONTROL POINTS AS ;HOWN HEREIN. PROJECT CDIJ ROL POINTS: WSDOT M DIIUMENT ID 15231 14 y. 5272. FOR LULL DESCRIPTION SEE: www.rid)t.we.gov/monument/rep, rt.:frntmonumeutid=5231 FOR LULL DESCRIPTION SEE: www.ad)t.wD.gor/m>nume n:/rep, rt.cfrntmonumeutid=5278 5. VE4T1C1\L DI\IUM 16 NAVD 88 EIEVI\TONS IN I'EET. PROIECT BENCH MARK: WSDOT GP17406-68, MONUMENT ID 0196, ELEVATION = 68.66 FEE[. A VSDOT BRASS DISK BET INTO THE SIDEWI\IK AND LEVEL WITH THE CONCRETE SURFACE. ;ET IEMPORARY 101 CHIMES AS SHOWN HEREON. FOR FULL DESCRIPTION SEE: www. red )t.w o.g ) v/n mu n en L/rep )rt. :fm }mon em eu tid=895 6. 7IELD SURVEY B Y EAR 11 IECH INC., IAN. 4 - MIIRCH 4, 2006. 7. FDRT DNT ;EWER UNE DAT\ WAS EDITED IN INARCH, 2D09. INVERT EIEVI\T10N; WERE TAKEN FROM AS -BUILT MEASUREMENTS INRI)KED BI' HAND ON A PAN SET ENTITLED 'CITY OF I1JKWIA FOR DENT INIERURBRJ AVENUE SEWER EXTENSION,' CIITY PROIECF NO. 04-SW02, 1LE NO. 203617.10. THE ('LOT WAS DI\TED 09/21YIr06, 11 -IE HI\III-EDITS WERE UNDATED. R6 -BUIL[ ELEVATIONS TAKEN FROM THIS PLOT WERE ADIUSIED 3r 1+3.03' TO INA[CH (THE PRDIE CT DAITUM. iD RIZO VITAL & VERTICAL CONIi ROL DDI VTB PK3 DTA 8911- )3.0B, 118.56' RT PK4 STA 681+28.82, 52.28' RT PK13 STA 126-75.35, 36.91' RT ('1;16 S FA 1,8 75. 55, 3D.87' RT II. 1731 D9.217 N. 1176663.68 N. 173267.11 N. 173461.99 E. 1290686.15 E. 128825 1719 E. 12900 1 518 E. 1281788.34 ELEV. 37.84 ELEV. 86.04 ELEV. 68.28 ELEV. 36.07 ItC1I ItDK0 RC81 PK24 SFA 11+98.10, STI\ 28+88.37, STA V6+18.87, STA 3614-01.66, 3 I. D8' R F 38.65' RT 25.41 L I- 711C RT N. 173786.76 N. 17455B. )7 N. 174274.17 N. 1758817.76 E. 1281573.917 E. 12818 1.3.34 E. 128928 6.82 E. 128 D D23.74 ELEV. 32.68 ELEV. 23.58 ELEV. 11).82 ELEV. 23.86 ItC25 RCE7 RCBB C31 SFA 321+18.63, STA 451+86.27, STA 511+48.18, STA 48+47.98, 56.18' R F 41.77 It F 89.44' RT 39.66' RT N. 1748 67.37 N. 176074.6 I N. 175555.51 V. 176364.25 E. 128 D145.68 E. 1288 655.13 E. 12889017.14 E. 1288488.08 ELEV. 23. D6 ELEV. 87.67 ELEV. 88.95 DEV. 26.66 AJI\IID 8B PUBLIC WORKS uEPT_ eE NTIGINEERINl3 eSTREETI * WA PIER*SEWER SBI AL DING* designed drawn checked proj eng proj dir fiiID )k 110 by 1 IA NA NJD NJD date 6/13 6/13 6/13 6/13 753 Ilh Nvenue 11 IIea81e, TVA 681011 (201) 286-1640 iv*.kpg.com 2502 Jelierson Avenue femme, 6I 184 BE (253) 627-0720 1DD% SU BMITTAL INTERURBAN AVENUE S SHEET INDEK, _EMEND &ABBREOAT! DNS no date 1'e Vili DES 2 104 filo n o 0436NDX01.dwg scale N/A dale OW2D1B V —15' 0' — 4' D.5' 11.5' — 26' 11.5' CONS TR. CENIIIER MEDIAN (INDTH VARIES) 11' 11' — 18'IL .5' D' — 4' 6' —10' SIDEWALK PAIIEER CONTAINMNJ T ALL WHEI6: SHOWN ON PANS, SEE DE1111LS, SH :ET S6 BEE I\LIFERNAIFE BI IOULDER SECTIONS B & 3 6' 1.6' 2' 17\ 1' BIDDY/kJ( *w* 1.5 ANE(S) ANE // // // // ///i///// / // /Z. // .z 7Z Z1 0 11' — 11.5' 11' — 11.5' 1' 1' LIME r— IIISTALL MEDIAN WH7RE ISHDIVN ON PANS BEE TYPICAL SECTIONS, SHEET N8 ANE(S) (//2..././ ///Z// / // ;//7 / /////-// 7, ////// / ////// // TY SECTI DN APPROX STA 12+55 TO STA 16+69 NTS CONS IR. CENTER MEDIAN (INDTH VARIES) 11' 2' MIN* SAWCU I I& REMOVE EXISTING PAVEMENT VH RE INDICATED ON P ANS •oFOIl CROSS SLDPIS, BEE SUPERELEVAIf10N DII1 SRAM ON I'IR DALE BI IEEFS 11' P _ANTE!? SIDEWAJ(, *I :RE SHDI'M ON PLANS 0.5'1.5' 1.5' 7' LANE 1.5' 2 MIN* LAN 6' —10' SIDEWALK 0' — 4' D.5' P ANTER 2' I4IN* 15 i DULDER SECT! DN I APPROX S11', 1D+8D TO STA 12+35, LI NTS Z/ /7/././7/ ./../ TZ /Z_ZZ / CROWN OFFSET SEE TAB SHEET 4 LINE INSTALL MEDIAN IMDIYN :RE BEE TYPICAL SECTIONS, BHEEI N8 .ANE /./1/„_ l// /_ // / //i, / Y/ // // //////_ // ////// // // //moi , //. TTY'ICAL SECTI ON B APPRDIC STA 16+69 TD STI), 21+12 NIB 1.5' 1.5' REMO VIIBLE CONTAINMENT WALL ?'/ 4619,- REMOVABLE BARRI R, PER 3ECTlIAB AND DETAILS, SHEET 57 lir .sms2 IA ALTERNATE S I DULDER BECTION 2 APPROI( S111 1 I+ 71 TD STA 16+51, LT NTS BAWCUT k REMOVE EICISTING PRI?EMEN I WHERE INDICATED ON I'LAIJ6 FOR CROSS ELOPES, SE: SUPERELEVATION DIAGRAM ON I'RO•lLE SHEETS »p 'OTR LIMITS OF REMOVABLE BARRIER, SEE ROADWAY PAN SIi:ET 21 2' MIN* SIDEWALK 1_5V i HANDRAI I, WHERE / SHOWN ON PLANS. SE: DE TAI_, SHEET 6 6' SIDEIVAJ( 1.5 1.5' ALTERNATE SHOULDER SECTIO V 13 APPROX SIR 15+55 TO STA 1+1 1, LT NTS SEE ALTERNATE SHO DID ER BECT1DN 4 CONC CAP BEI1M SOLDIER PILE RETAINING NALL, VIERE SHOWN ON P ANS ALTERNATE SHOULDER SECTION 4 APPROX STA 18+56 f0 STI1 21+12, IIT NTS MATERIAL CIOI)E MATERIALS DESCRIPTION 2" HMA CL 1/2", PG 64-22 "0R 0/ER_AY 2 1D" HMI\ CL 1/2", PG 64-21 3 2" CSBC 4 4" CEM :NT CDIICRETE SIDEWALK 5 CURB & GUTTER, 18 INCH 6 2' BART( MULCH 7 6' TDPSOIL TYPE A 8 GRAVEL BORROW PRECAST CONCRETE DUAL 'I10ED SLOPED MOUNTABLE CURB PER WSDOT STD PLIUI F-1 D.64-02 PERMAN :NT (OR REMOVABLEF*F) BARRIER, PER WALLS PANS Rill DETAILS, SHEETS S1-68 11 15 15 1I 16 16 17 COMPACTED SUBGRADE EXISTING PAVEMENT 6' REINFORC:D CLIENT CONCRETE SIDEWAJ( 4' CSBC 8" HMA CL 1/2', PG 64-22 6" CSBC OR IiMA GRINDIIIGS WALKIVAY PAVEMENT, P R WALL P .ANS R111) DETAILS, ISHEETS S1 -6I 15 11 8" CSBC APPROI(. LOCR11ON OF 1=XISTING 501E' WIDE, 15±" THICK, CONCRETE PAVEMENT UNDER EXIST. ASPHALT, BEE 1iPEID11I1 PROVISIONS AND NOTE 5, PHIS ISHEET. If 3 3ENERAL TYPICAL ISECITI DN g DIESIF 1. SUBGRADE PREPARATION SHALL BE III ACCORDANCE WITH SECTION I-56 OF THE STAI IDI U ID SPECT --1CAIf1ONS. 2. ADDITIONAL FR MATERIAL REQUIRED 'DTI CONSVRUCT1DII SHALL BE APPROVED SUITABLE NAITIVE OR GRAVEL BORROW. 'ILL MATERIAL SHALL BE COMPACTED f0 951 MODI9ED PROCTD t DEN 9TY. 3. EMBANKMENTS SHALL BE CONSTRUCTED PER SECTION 5-05 OF THE STANDR1D SPECIRCI111ONS. SEE ALSO BI'ECIIIL PROVISIONS. 4. IF UNSUITABLE FOUNDRT1ON IS 3NCOUNTERED, THE CONTRACTOR SH11LL CAREFULLY 0/ER EXCAVRIE 10 A INRICIMUM DEP IH 01' 1r AND REP ACE WI IH GRAVEL BORROW OR AS DIRECTED BY ME 1JGINEER. 5. ACCESS TO ADJACENT PI1OPERIY MUST BE MRINTAI IED AT ALL TIMES UNLESS PRIOR ARRANGEM 1JIS WIVE BEEN MADE AND APPROVED BY ME ENGINEER. 6. SEE SPECIAL I'ROVIGIONS, SECTION 2-02 FOR CONCRETE PAVEMENT REMOVAL R=IUIREMENIIS IN AREAS OF UT1IJI1Y IIIITALLAIf10N. Cs' ° vis *"' `' 1908 9 Z ° P UB LIC WORKS D_EP T. *ENIGINEEIZING*SI{1 EI S*WI�TEI[Z*ISEWEI[Z*BU[IJD :NI 3* by date KP 753 031 enu1 (201)late, 6- 18109 (20 51 286-1 540 mv.kpg.ccin IG 2S02Jeff ersoiAvenue Tacoma, TVA 98402 (253)327-0720 INTERURBAN AVENUE S 3 designed NA 6/13 I 00% SUBMITTAL drawn OBJ 6/13 1 oil j checked NA 6/13 proj eng NJD 6/13 TYPICAL S ECT I I D \I S fileno 0436TYP01.dwg prof dir scale N/A fisld bkno 780 date re7iSio13 dale 116 'E013 6' —10' 0' - I' 0.6' 11' AN( C DNSTR. 11' CEIIIIER MIDIAN 11' 11' LIU1L 0.6' 0' — 4' 6' — 10' SIDEIVALK N 1 5r PLANIER OR 0'-16' 11' U—I1JRN/ BUS PULLOUT k# 2' MINs SEE 11LTERNATE BIMOULDER SECTION 7 6' — 10' 0' — I' 0.6' .ANE /////////, // ///` // 12 11' ANE ANL I'F CROWN DI"FSET SEE 111BLE 1 z/L_zz _ //,C// CONSTR. 11' (WIDTH VARIES) LANE INSTALL MEDIAN WHERE SHOWN DN PANG SEE TYPICAL SECT1 DN 6, SHIT 18 "tk 11' LANE OR 0'-11' U—TURN/ BUS PULLOUTkkk // / // /// / // ////// // ////// // iii/// // ////// // ITY 'IC 14L SECTIO V C, Wllf i MIEDIIAN APPROX STA B1+11 TD S711 51+16 NTS 12' ITWO—IVAY LEFT TURN LANE, EIDEIVA JC I>LANIER OR 0'-16' 11' U—UURN/ BUS PULLOUT k# 2' I6Ns .ANE LAN OR 11' LEFT—IIURN LANE, CROWN DITSIT SEE TABLE 1 WHERE SHOWN ON PLANS SEE PANS I' DR LDCAT1DI1 11' LANE 11' LINE P ANTER IDDEIVA X EEE 11LTERNATE I iHOULDER SECTION 5 & 6 .5 D' — 4' 6' — 10' 1' OR 11' 0'-16' • LANE U—TURN/ BUS PULLOUT!; k# 2' MIN P ANTER SID _WI I UC — 1.5 SEE ALITERNATE SHOULDER SECTION 6 & 6 Itis\ S TE RUTERNATE SIlDULDER SECTION 7 ITABLIE 1. CROWN LDC1 J IONS STI1710N CROWN 0 TSET FROM CENTERLINE BEGINNING DI PROJECT — 13+50 MATCH EICIS11NG 13+50 — 111+60 TRANSITION 14+5D — 16+11 (3.5' RT) 11+66 — 2D+V6 TRANI3171D11 2D+76 — 21+34 TRANSITION 21+64 — 26+26 5.5' 26+26 — 44+00 6.6' 44+D0 — 45+OD (5.5') 45+00 — 49+26 (5.5') 46+26 — 50+00 (5.5') 50+00 — 51+0D TRANG711)N 51+00 — END OF PROJECT MATCH EICISTING r SANCUT & REMOVE X1671NG PAVEMENT WHERE INDICAIED DN PANS 1:1•OR CROSS ELOPES, SEE SUPERELEVA71011 DIAGRAM DI1 PROFILE SHEETS kkkl'OR LOCATION DF U—TURN/ BUS PULLOUTS, SEE I1ORDWAY P .ANS. I'ULLDUT CROSS ELOPES MATCH INSIDE ANES [XCIPT WHERE LISIED BELDW: STA RANGE PULLOUT GROSS ELOPE 61+52 — 36+86 LT +1% TY 2ICIAL SECTIO J C, WITHIDIJT MEDIA APPRDIC STA 21+12 TO STA 51+16 NTS 4' 6' CONSTRUCT DITCH WITH 2:1 SIDE SLOPES EXIST1III GROUND ti ALTERNATE SHOIJLI)ER SECTIO V 5 APPI1OX STA 26+60 TD S711 28+16, RT NIS 1' MIN 6' 4' SIDEWALK PLANIER ALTERNATE SHOIJLI)ER SECTIO V 17 APPI1OX STA 417+DD TD S711 48+40, LT N IS MODULRI1 BLOCK WALL YPE 1, SE[ SH TS 61-15 6' SIDEWALK 1.5% MODULAR BLOC NALL TYPE 2, BEE 1 ;HTS 54-55 / ✓/////,!. ALTERNATE SHOULDER SECTION 6 APPROIC STA 44+86 TO STA 65+10, RT NTS r iew EXISTING GROUND 2" HMA, C ASS �/¢", PG MATERIAL CODE ® MIIIIERIALS DES CI UP TION 1 2" IIMR CL 1/2", PG 6 I-66 FOR OVERLAY 1 10' HMA EL 1/2, PG 64-22 6 Q" CSBC I 4" CEMENT CONCRETE SIDEINILK 6 CURB c DUITER, 18 IIICH 6 B" BARK MULCH I> 6" TOPSOIL YPE A 1 I,RAVEL BORRDIV 1 PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.14— 62 10 PERMANEN r BARRIER, I'ER WALLS PLANS Rill DETAILS, SIi[EITS Si—IB 11 COMPACTED SUBGI21111E 12 [XI S TING PAVEMI?J T 13 1" REINFORCED CEMENT CONCRETE SIDEWALK 14 r CSBC 15 8" HMI I CL 1/2", PG 6 I-61 16 1" CSBC OR HMA SRINDINGS 17 WALKWAY PAVEMENT, PER WALL PANS AND DETAILS, SHEETS 11—S8 18 8" CSBC 19 R'PROX. LOCATION OF EICIS11NG 2D±' WIDE, 12±" THICK, CDINCRETE PAVEMINT EIDER [XIS'. AIiPHALT, BE[ SPECIAL PROIASIONS 111ID NODE 6, THIS SHEET. I3ENIERAL 'IC AL SECTIO N NIOTES 1. EUBGRADE PREI'R lATlDN SHALL BE IN RCCORDANC: WITH SECTION 6-06 OF THE STANDARD SPECIFI CA710116. Q. ADDITIONAL FILL I1AIERIIRL REQUIRED FOR CI)NSTRUCT1ON SHALL BE APPROVED SUITABLE 1111711/E OR BRAVE_ BORROIV. FILL MATERIAL SHALL BE COMPACTED TD 95% INODIFI :0 PROCTOR DENSITY. 6. 11:MBANKMENTE SHALL BE CONSTRUCTED PER 6:CT1ON 2-03 OF HE STANDARD SPECIFICATIONS. SE[ ALSO !SPECIAL PItOVISIONS. 6. IF UNIUITABIE FOUNDATION I6 1=NCDUIIIIERED, HE CDNTRACTOR SHALL CAREFULL7OWER EXCAVAIE f0 A MAKIMUM DEPTH OF 113" 16N1 R[PACI NIIli GRAVEL BORROW OR R6 DIRECTED B Y THE EN BINE DR. 6. ACCESS TO IIDIIAC_NT 1,RDPER6Y MUST BE MAINTAINED AT ALL TIMES UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE AND APPROVED BY HE ENGINEER. 6. BEE EPEC111L PROVISIONS, S[CT1 DN 2-02 FOR CIN CRETE PAVEMENT REMOVAL REQUIItEMENIS IN ARER6 OF UTIUIY INSTALATION. 64-21, FOR OVER AY ID" IiMA, CLASS W'PG 64-82 6' CSBC DR HMA IIRINDINGS COMPIICIIED SUBGRADE ROAD WIDEN! 413 SECTION IYH RE N DTED DN PANS NIS °""'� `A'� PUB LTC WOIRK S DEPT. c s2 *EN3INEERINIG*STREETS KWIATERK6EWER*BU[LD NI3 K ` •, Y v � " ieoa • by late Erna.INTERURBAN 539th honueN Seal le, WI 6-11409 (POD 286-1 i4O www.kgg.com 2502JelfersonAvenue facoma25316,W 98402 (253) 627-0720 AVENUE S 11 designed NA 6/13 1008/0 w S J13MIITTAL drawn OBJ 6/13 C mi. checked NA 6/16 proieng NJD 6/13 TYPICAL SEI:TIIDNS file o0 0436TYP02.dwg pro'dir scale N/A field bk no ■o dat ; re visions date D8 U 116 SDR -315 PVC COUPUNG CAST INTO PRECAST BOX MILL ;OUTLET PIPE LDCIITIDN VARIES) RECESSED TREE FRAME AND 6RAITE CAST IN TOP SLAB li" TOP SLAB INTTEIRLOCI(ING UOINT ;TYP) TDP VIEW SHAPE IIJ ET TD CURB CURB CLEANOUT COVER CAST IN TOP SLAB IN ULCH UNDERDRRIN STONE GALVANIEED ANGLE NDEING CURB IND GUTTER S TREET DDINEL BI IRS ID 12" 0.C. FILLER MEDIA P RI ORAITED UND:WAIN >YSITEM FILIFE 2 ZA ST 4NDARD PRECAST U VIT NITS GALVANII!ED IHJGLE NOSING THROAT OPENING CURB AND GUTTER LOIN UNE THR DI IT EIIEVI ITION CAST -IN -P ACE DEPRESSED GUTTER I HND MR DI IT OPENING (BY CONTRACTOR) #4 D DWEL BARS 12' 0.C. TO BE ENT RS NECESSARY BY CONTRACTOR PRIOR TO INSTILLATION) OF FIELD POURED GIVER PRECAST BOX WALL =ILTERRA THR DAT 0 3E VINIG IJ TS USE REMAINING OUTLET PIPE I(NDCKOUITS FOR TREE IRRIGATI DII AS REQUIRED ;TYP) PRO ADE 18" CLEARANC BEIWEEN EDGE OF FILIERRA UNIT IHND ED 6E OF PLIHITER ;BOTH SIDES) .ANDSCAPE P _4I ITER I'I )ECAS T TOP 6 AB THRDRI- PRDECTION DEVICE INCLUDED IN PI RECAS T UNI T DO ND T REM DYE. LEI LVE IN PACE UNTIL 1611E IS STABIUZED AND F1LTERI)II UNIT I6 ACTIVAITED OUTLET PIPE CONNECT 4' PVC PRECAST IN ILIERRA UNIT) TO 6" PVC IVITH 6' - 4"X r PVC REDUCER AND PVC COUPUNG. f in 18.5" 24.5" DE 3 RESSE) BUTTER CR DSS-SECIFI DN NTS TWD ;E) - 22.15 BI3JDS 6" PVC CONNECT 6" PVC TO B (PASS ITR U CIURE TRINSIT1ON TD DEPRESSED GUTTER ON BO IH SIDES DF UNIT ;SEE DETAIL) THROAT ;ENTRANCE) ELEVAIIDN FROM CENTER OF STRUCTURE IIT LOW UNE. FILIFER RA LI4YDUT VIEW AND SCHEDULE NTS SEE BELOW TDP OF CURB IBM ELEVATION RT LOW UNE TOP OF BYPASS STRUCTURE ;TYPE 1 OR TYPE 2) SUTLER PAN MAXIMIZE CLEARANCE BEITWEEN SD PIPE AND RILTERI)II B01( BY DFFSETTING PIPE CONNECTIONS IIT UP;TRERM AND DOWNSTREAM DRAINAGE STRUCIURES IF NEEDED =1LTEA J\IIFS =OR WATER QUALITY FI _TER RA IFRI-EE BOK U4111- BIYPASS STRIJCTIJRE STRIJCTIJRE ID STaTIDN/DFFISET SIZE THRO4T ELEI✓ATIOV DUTLET ELEIVVIM 1 STRUCTURE 11) ET4TID\/OFFSET RIO IVLET ELEIV4TI8N F1 18+71).17 (31.17' R) 4' X 6' 33.62' IE 30.79 ',NI 6" PI/0 23 18+76.73 (27.75' 7) 33.613' IE 29.50 (E) 6" PVE F2 191+72.38 ',33.I73' R) T' X 1' 31.96' IE 29.12 ,N 1 6" 'VC 1B 19+81.33 30.63' RI 31.96' IE 213.79 (El 6" PIE F3 22+65.56 ,41.00' R) 4' X 6' 27.94' IE 25.11 N) 6" PNC 26 22+75.01) 37.56' R) 28.07' IE 14.133 (E1 6" PI/0 FT 24+52.23 :41.00' 7) T' X 6' 25.86' IE 23.1)3 ',1) 6" P110 1143 211+61.67 (37.56' 7) 25.97' IE 12.29 (E1 6" DIE F5 25+98.56 :11.00' 7) 4' X 4' 211-.66' IE 21.83 ;1) 6" PVE 37 26+1)8.00 37.56' R) 24.630' IE 21.21 ',E) 6" 'VC F6 27+69.50 ,11.00' R) 4' X 4' 23.630' IE 21).97 ',N) 6" P1/0 45 27+130.01) ,36.613' R) 23.97' IE 20.19 ',E) 6" 'VC F7 19+07.64 :41.1)0' R) 4' X 1' 23.43' IE 10.61 ;N 1 6" 'I/0 49 291+14.69 '37.51)' L) 23.57' IE 19.96 ',El 6" PVC 1. STATION/OTSET PRO ADED ARE TO THE CENTER OF HE STRUCTURE FILTER RA SCHEDULE -1LTERRA UNIT 1.5' DEPRESSED I3U11FER TRANSIIIION NUS )6' REMOLDED VOINT FILLER ;TYP.) �W"" 9 4 " 1908 PUBLIC' WORKS L F'1 T_ * y * k * k Z NIGINEERING STREEQ'13*1 /NICER 6EWER BUILDINIa by date �pG. 75311hllvenueli 753Ille, VA98e11 (206)286-1641 raw.hpg.00m 2582Jettersonlvenue 2Tacoma, eron1 e (253)627-01'20 INTERURBAN AVENUE S designed WRE 6/13 11)1)% SIJ13M1TTA 10� drawn WRE 6/13 checked NJD 6/13 DRAINAGE DETAILS file aD 0436DET03.dwg proj eng NJD 6/13 scale N/A projdir 10 date re✓ision) date 31'2 )1 B liell bk Ito GE VE RAL CO VSTRUCTI O V NOTES (6 -IEEITI3 19 IT O 1315, ODD) 1. CONSTRUCT CEMENT CONCRETE CURB, BUTTER AND SIDEWALK P R TYPICAL SLCTT DNS, SHEETS 3 I& 4. 2. OVER AY I2011D PER TYPICAL SECTIONS, SHEETS 3 k 4. 3. OVERHEAD POWER LINES RRE NOT NECESSRI6ILY SHOWN. EXERCISE EXREME CAUTIDN WHEN WORKING IN PROXIMITY OF AERII4L POWER LINES. 4. SEE ITEMP DRARY EROSI )N AND SEDIMENTATION CON TIROL (1ESC) DETAILS AND NOES, SHEET" B. 5. FOR 1RER1MENT OF EXISTING STRUCIURE6 AND OBSTRUCTIDNI, SEE BIDE PREPRI1A11ON PANG, 6HEET6 15 TO 18. 6. INSTALL STORM DRAINRIE STRUCTURES AND PIPES PER PROFILED, SHEETS 20 TO BB, E TEN RND SHEETS 39-43. 7. CONSTRUCT CATCH BASIN SURROUND AT RLL STDIIM DRAIN INLETS ADJACENT TO CURBS PER CDT STANDARD PLAN RS -27. 11. s FOR WRLL6, SE NALL PANS IND DETAILS, ISHEEIiS 11 TO 69. FOR MDDULAR BLOC(( WALLS, BEE (NODULAR BLOCK WRLL DETAILS, SHEET �. FOR WRIER PROFILES, SEE SHEETS 58-61. FOR CHANNELIZAf10N, BEE CHANNELIZAf10N PANS IND DETAILS, SHEETS 73 TO B1. SEE APPENDIX A OF NE IPECIFICRTION6 FOR STANDRRD PANS AND DETAILS, INCLUDING THE CITY OF TUKIM A (Col') ROAD STANDARD SIGNING DETAILS. ALL RELOCATED SIGNS TO HAVE NEN POSTE AND POST BASES. P DINT TABLE •`x; °ESC STAIIIDN DFFSET RADIUS NDEE6 1 PC 12+76.88 10.50' LT 6D'R FACE OF CURB 2 PT 12+91.82 30.22' LT FACE OF CURB 3 PC 11+18.11 26.85' LT 6D'R FACE OF CURB 4 PT 13+41.23 21.60' LT DACE OF CURB 5 13+75.93 21.80' LT BAER OF CURB/ EDGE DE PERMANENT BARRIER SECTION AND ROAD NAY CALL 2 DAYS 3E FORE YOU DIG 1-1300k1214-515155 STA 10+0D. DO N 173000.31 E 1290611.48 10 SD QLN F FO PTS ID FOC w w CO C> N N 612'30'10" N 11 BE 3IN OVERLAY 6 TA 12+34.61 _ - L 13 :8 16' :. :' : 8 s : 8-: s : : : :.: : 8 : s ::'.: : : : : 8: s : : : ::: INTERURBAN AVE 6 128 QLN F.0 8, 8 80 1 LL - 19Y { ID 0 5 10 20 40 5D SCALE IN FEET CO V6ITRUCTI DN V DIES • MATCH EXI61111 B. • CONSTRUCT CEMEN F CONCRETE DRIVEWAY APPI1 DI1 CH AND RECDN1TRUCT DRIVE NAY PER DETAIL, ;REEF 5. • GRIND BUTT MINT PER DETRI, SHEET 5. • CONSTRUCT BUS STOP PAD PER DUAL, SHEET 6. • CONSTRUCT SOLDIER PILE RE TAININ I NALL PER NALL P ANS RND DE RILE, SIEET6 S1-69. • CONSTRUCT CONTAINMENT WALL PER IVRLL PLANS AND DETAILS, SHEETS SI -SD. • CONSTRUCT PERMANENT BARRIER PER WALL PLANS AND DETAILS, SHEETS S1 -SD. 10 FURNISH AND INSTALL HR1D RAIL PER DETAIL SHEET 6. 12 ADIUST CATCH BASIN TO GRADE. 13 ADIUST GAS /ALE TO GRADE BY OTHERS. COORDINATE WITH PSE. 15 ADIUST FIBER DHC MANHOLE/ /AULT TD GRADE BY D HERD. CDDI8DINATTE WITH UPUIY. 112 REPLACE SLYER MANHOLE RING AND COVER PER COT STD DWI S6-11 AND ADJUIT TO GRADE. • ADIUST MONUMENT CASE AND CDVER TO GRADE. © C0116TRUCF BUS SHELTER FOUNDIRT1ON. RLI G V MENT D RITA 1 A 10+00.06 TO STA 14+51.95 N 59'10'30" IN 461.95' D RAI V 14GE V DTE6 0 Q BEE I'110FILE, SHEET 2D. WAITER NOITES (SEE SHEET 21 F DR GENERAL WRITER NOITES) If E1 FURNISH AND INSTALL 12" CRSS 52 DUCTILE IRON NATER PIPE AND 71I11NGS Al SHOWN. E2 CONNECT TO EXISTING 12' DI NATTER LINE. CONTRACTOR TO VERITY LOCA DN RND DEP M. ❑3 LTA 11+21, 16.3' LT 1-12'x12'x12° TEE, FL 2•-1e' BATE VALVES, 1LxMJ 1-12" GATE VALVE, FLxFL 1-12'x10" REDUCER,1LxMJ 1-10" DI x 10" DI COUPLING 1-CI)NCRETE THRUST BLOCK STI, 11+13, F0.5' LT 1-12" BD' BEND, MDi:MJ 1 -CONCRETE fHIIUST BLOCK 1-12' Df a 11 DI COUPLING FURNISH AND INSTRLL 16" CLASS 52 DUCTILE IRON !WAFER PIPE AND FITTINGS RI SHOWN. CDNNECT TO EXISTING 10' DI WATER UNE. CON [TRACTOR TO VERI Y LOCRTION RND DEP N. FURNISH AND INSTRLL 1° AIR AND VACUUM RELEASE ASSE OILY PER COT STD DWG WS -D7. 6 TA 13+60, 65.9' LT TCH LINE STA 14+00 SHEET 2 19 1011. f11C 11 0436PLN01.dwg scale N/A \dlle 06/ 1013 n0 date rl,vising INTERURBAN AVENUE S ROADWAY PLAN DTA 10+00 TO ST 1411- DD S 100% JBMITTAL IPQ 753 91h I aenue 11 [calk, WI4 98109 (206) 286-1640 waw.114.cam 1117 Broad Day 6uite 501 Tacoma, W1,98402 (113) 627-0720 designed drawn checked proj eng proj dir field rknr by Intl, 61>, 6/13 N19 6/13 NJD 6/13 NJD 6/13 PUBLIC WOIRKS DEPT_ * ENGINEERIN s kl iTREETS * WAITER k SEWER*BUILDIN G* % GEVERAL DRAINAGE PRD'ILE NOIrE13 +87 1. CATCIi BASIN OFFSETS ARE TO CENTER OF STR U CTURE. 11 PIPE INVERTS ARE SPECIFIED TO THE PROUECIIED CENTER OF SFRUCIIURE. +8% 0% STA' 12+34:52 CONSTRUCT NEW CROWN • SECTION STA 12+49.38 •BEGIN TRANSITION LT +14% -147 -2% LT OX B. CATCH BASING SHAD_ 11111E VIINED GRATEB -87 UNLESS OIHERMBE NOTED. 4. CONFIRM INVERTS OF STORM DRAIN Al' EXISTING STRUCTURES PRIDI1 TO LAYING PIPE. I011FY ENGINEER DI' ANY DI TERI }ICES. 6. THE LOCATIONS OF :XISTING UNDERGRDUND UTIUTIES 11RE 11PPROXIMATE. THE CONTRACTOR SHAT BE RESPONSIBLE FOR DETERMINING THE EXACT L DCAT101I. 6. WHEN FHE JERTICAL CLE111211NCE BETWEEN UTILITI=S IS ES6 THAN 6' ;MIN), PRO ADE 11N OD ; DD x 1.5" EIHAFOAM PAD B:TWEEN UT1LIT1E6, WHERE OD IS NE D U (SIDE DIAMETER OF THE LAR GER PIPE. 70 60 50 40 30 6I( RT 611°. PT 14% —8% 10 11 12 60 60 50 Ito EXIST CB TYR [ 1 STA 10+49.53, 56.60' L 1513 6141 IE DUI 67.30 (12"SE) IE IN 36.65 (12"NE)' 30 17 LF 12 SD -D EKTST146 GROUND ALONG PIPE EI;. TIBER T S=1.88% 20 0E11 E MATS EIIJE� 10 50 I40 30 20 10 INTERU 11314N AVE 15 SUPERELEVATIDN DIAGRAM CB TYPE 1 STA 1 D+91.1 B, 38.67' LT RIM 6121 IE IN 66.39 (12"NW) IE DUT 66.39 (12"SE) 13 114 CB TYPE 1 STA 12+45.00, 39.50' LT 16 • 12IM 38. V5 IE OU F 37.15 (12"S:) a EXIST' 46 GROUND AT CONSTRUCTII)N Ck N 90( Ed It 0) PROPOSED. GROUND 141- CONSTRUCTION E x -54 -LE 421' -5B -Df -S=0.50 0179%. 0.15 70 60 bug% 40_ 42 LF 12" SD-DfJ - 1 5-1. )1% 1 NEW 12" WATER CB TYPE 1 20 16 STA 10+49.53, 39.66' LT. 7 SO _ID ME (AL COVER RIM 611.25 IE IN 61.97 (12"NW) 10 IE DUT 66.97 (12"SN) 0 Iw EKIST'IIG LEVATION AT CONS U CTION PROPOSED ELEVATION A ( CONS (RUCTION E n;03. rim of 9+00 1 DIF0D 1111-00 0 10 20 40 DC 4LE IN FEET 6D 121+00 161FOD 11 EII DO 3D 20 10 0 a O' o � 1/4‘6 K ty ` • ,�08 ' 9 c� o PUBLIC WORKS 77FPT by �3te KPIQ 753 91h Avenue N eagle,W1198119 (206)286-1640 FM.�9.�in 2502Jeeson 9venue lacoIna, 7998402 (253) 727-0720 INTERURBAN AVENUE S 20 designed SOD 6/13 1 ooh/D �1' ■■ SUBMITTAL *E(�II3INEERINI3*STREETS*'WATER*SEINER*B'UIL'DING* drawn SOD 6/13 mit checked NJD 6/13 projeng NJD 6/13 RID 4DW 4Y PRID =ILE ET Bl +oo Iro ETA Ia+oo lileno 043iPRICdwg pratdtr scale AS SHOWN fitldbknr no dah rvisio s date 06/6013 — iris �e � ///% 0 OH : 1 3::: 1 1 1 1: 8 ; ti W z • ._,,,,,� - ��. 71_........ �� ��� SL �1 SLS2.......................................tC`�L_ __ �,^.�, ,r.'^ +fT�� ��.. a+•a. _�, rx cz: ate. „�.aa2 ���szc__ Q' `` 0 0 GENERAL C ONSTRUCTIO V NOIFES 1. SEE SHE f 19. DRAINAGE NOTES a. �-- ORDINARY OIGH WI.TLR )PJ Doo. 11r, k..0 }....- rt LE ..rr WA 100 O.. u. .N- 10, 00�� QX SEE PR01LE, SHEET 22. F1IITERRA UNIT, SEE DETIIL SHEE V. POINIT ITABLE :Ii: DESC STATION OFFSET RADIUS NOTES 6 PC 14+98.86 20.DD' LT 1051.00' EDGE OF PERMANENT BARRIER SECTIDII AND ROAD IVAY 17 PC 1II+61J5 28.60' 121 981.50' FACE OF CURB B PCC 18+35.BE 28.61' 121 750.10' I"ACE OF CUI(B CALL 2 DAYS BEFDREYOU DIG I-IB1)01424-55155 CONSITRUCTIO V NOIFES 0 5 10 2D 10 SC ALE IN FEET CONSTRUCT SOLDIER PILE REI'AINIIIG WALL PER WALL PLANS RID DETAILS, SHEEUS S1-16. T CONSTRUCT CONTAINMENT IVALL PER IVALL PLANS AND DETAILS, SHEETS Sl— 36. I@ CONSTRUCT PERMANEN r BARRIER PER IVALL PLAN 3 AND DETAILS, SHEETS SI—SI. FID FURNISH AND INSTALL HAND I21IL PER DETIIL, SHEE 5. 16 ADJUST FIBER OPTIC MANHOLE/VAULT TO GRRDE DY OTHERS. COORDINRTE WITH UTILITY. FIB REP ACE ;EWER MR IH DLE RING RND CO VER PER COT SITD DWG 3S-11 AND ADUUST TO I;RADE. © ADJUST MONUMENT CASE AND COVER TO GRADE. ©0 WIDEN ROADWAY. SEE 12011D WIDENING SECTION, SHEET 4. BFI IURNIIH AND INSTALL REMOVABLE CONTAINMENT IVAI, STA 14+71 LE 7 TO S TA 15+61 LE 7, PER INI\LL PLAN 3 AND DETAILS, SHEE I'S 31—SB. 3© ERNI3H AND INSTALL REMOVABLE BII(RIER, STA 111+1'8 LEFT TD S11 15+51 LEFT, P DETAILS, SHEET S7. 60 WAITE Z NOTES FURNISH AND INSTALL 1E" CLASS 52 DUCTILE IRON WATER PIPE IIID FITTINGS AS SHOWN. 0 GENERAL WAITER NOIFES fJ 15 10) INTERURBA 1 AUG 1 MENT DATA STA 1D+0D.00 TO STA 111+61.66 N 51'30'60' W 1161.16' CURVE C1 DATA PC 14+61.95 PT Il+33.B6 A 38'07' DO" L 6 V1.91' R 1010.00' T 318.92' 1. WAITER MAIN SHALL MAINTIUN A MINIMUM CO /ER 01- 36 INCHES AND MAI(IMUM COVER OF 60" ROM THE TDP OF THE TURIN TD FINISHED GRADE, UNLESS DHERININE SPECIFIED OR APPROVED B I' THE ENGINEER. 2. PRO ADE 18 HOUR NOTICE PRIOR TO WATE8INAIN SH U T-0 FS. SH U r— D FS SHALL BE CONTROLLED 3Y CITY 01- EI(MLA DEPARTMENT Dr PU3LIC WDRKS TO MINIINIIE DISRUPTION OF SER ACE. VALISES ARE OPERATED BY AUTHORIZED CITY STR F ONLY. 3. PRO ADE 18 HOUR NOTICE AND COORDINAIIE IM Ti PRDIIECT EISINE132 AND CITY PRIOR TO MEITER CHAN 3EOVER. THE CON TRACTOR IS TO INSTALL METER SETTERS, BORES AND WATER METERS. ALL BUSTING METERS SHALL BE REIURNED TO THE CITY. 4. WATER MAIN CDN ;TRUCTION BIIRLL CONFDRM TO THE CITY OF IUKWI A DE SIGN AND CONSIRUCI1011 STRIDARDS, IVA TER SUPPLY DETAILS. 5. FOR WRIER LINE TRENCHING, BEDDING AND BACK ILL, SE TRENCIH DETAILS, SHEE V. 6. ALL MECHANICAL COIN IS, PIPES, AND FITTINGS ARE TO BE RE STRAINED M TH MEGA LUGS OR 111D—LOK BR 3KEITS OR APPROVED EQUAL 21 104 file 110 0436PLN01.dwg scale N/A tlet: 2N'e111 Ito date mist Ems INTERURBAN AVENUE S ROADWAY P JAN ISTIA 14 F D D IFO SIFA I B 1-00 IS 1 30% UBMI UAL KPG 75B 0th 14venue N ;age, WI t 13106 (206) 266-1640 rhw.kpg.com 1117 Broad! ray I uite 501 Taco' oa, WI4 3 3402 (253) 627-0720 designed drawn checked proj eng proj dir IieIIIblln by NA NA NJD NJD tlet: 6/13 6/13 6/13 6/13 PUBLIC WORKS DEPT_ E NGLNEERINI3 *STREETS *WATER* I iE WE R *BUIL DING* 11-8. IF4. 01' +8% — 4. STA 14+11.64 BEGIN 'TRANSITION "RT — 8. STA •15+25:23 • +4% 0. BEGIN. FOJLL • SUI?ER —65%.Rr — 4% — 8% 14 (GENERAL DRAT VAIGE 'RDFILE NOTES 1. CATCH BA61N 0TSEES AR: TD CENTER DI' S IRUCTURE. 2. PIPE IN VERT& ARE SPECIFIED [0 THE PROJECI1ED CENSER I)F 6IRUCIfURE. 3. CATCH BASINS S II1LL HAVE VANED GRADES UNLESS OTHER NSE II DIED. 4. CONFIRM 111 ERIE OF STORM DRAIN AT EXISTING S IRUCTUR:S PRIOR Y0 _AMC PIPE. NOTIFY EIJDINEER OF 1111Y DIFFERENCES. 5. THE LDCA110146 OF EXI611146 UNDIERGROUND U11U fE6 ARE APPROXIMATE. TH: CON TRACTOR SHALL BE RESPONSIBLE FOR DEIERMININ6 ME EXI1 CT LOCATION. 6. WFIEN ME VERTICAL CEARANCE BEFNEEN V11U1IES IS LEES MAN 6" (MIN), PROVIDE AN 01) x OD x ETHAFOAM PAD BETWEEN UTILITIES, WHERE OD IS THE OUTSIDE DIAMEIIER OF ME ARGER PIPE. 70 60 50 40 30 20 15 50 STA 16+56.31, 31.83' LT IE 38.00 (18"NW) 40 30 16 17 INTERURBAN AVE S BIJPERELEVATI JN DIAIGRAVI 23 IF 18" 3) S=11'54% P—INIaFElt 11' EX.. FIB R OPTIC MI\IN..UNE PRDPOSED GROUND ALONG PIPE.. S=4.75% 6 FA 16+71.44, 41.32' RT IE 18"SW) 30 50 40 1 EIUSi1NG GROUND IU A_ONG PIPE 20 I 20 I1 EXIST 8' S Im 4 S 1,':-, i I CB TYPE 1 . .. Iwl 10 STA 16+78.39, 30.25' LT 10 RIM 69.60 I..... IE IN 1 4.00 (18'SE) 0 EXISTING GROUND IE OUT 13.25 (18"NE) 14 LF 18 SD S=1L.38% 011- D0 AT CONSTRUCTION E CB TYPE 1 STA 14+25.00, 27.56' RI RIM 38.41 IE OUT 35.47 (11" 414)' RI)POSED-GROUND • •F CONSTRUCTION + + 1+00 1LdA 1+50 0 18 19 CB TYPE 1 STA 15+10.08, 2V.50' RT 20, RIM 37.5) IE 14 34.24 (11"SE) IE OUT 34.14 (11"4W) N I4 rn C/1 s a 11 co CBT'PE I STA 16+75.38, 27.56' RT 21 RIM 66.38 0 IE IN 31.50 (18"1W) .........h▪ . IE DUT 11'.64 (18"NE) —0.19% —0,63% 123 LF 12" 6D S=1.00% x 122 LF 12" SD S=5.00% —1.19% PROP DIED J ROUND AT CONS 'RUCTION E', 4ip 'f dw CB TYPE 1 236 FA 18+76.73, 27.75' RT RIM 33.1711 IE 14 29.51 (6"NE) IE OUT 28.16 (12"NW) —1.43% EXIS11146 GROUND 11T CONSTRUC110N 1L EXIST 18" RCP Da611NIr ELEVATION 106 L 1E",.$D6=1.20%J 10 IJ CO6TRUCTIO PROPOSED ELEVATION f AT CONSTRUCTION ,, crir cr,. o If) N 0 IA -. °(=' Ib co co M rn 141+00 151FDO 16+00 0 6 10 1) 40 SCALE 1J FEET 60 17+00 18100 0) 19+00 70 60 50 40 30 20 10 0 awl `q (J 4 ° �'V " isa I� / �� P L LTC WORKS DEPT by date KpIG 7539th I (venue N 6 a Ie,WI98109 (216)286-134] xww.kpg.com 2502Jel erson I\venue Iacoina,14498401 (253)627-1720 INTERURBAN AVENUES 22 designed SOD 6/13 1000/ SUBMITTAL . * Ef�T13INEE IRINIG *(STREETS *WIlkTE it*SEWER*BIUILIDING * drawn SOD 6/13 1014 NJD 6/13 ehec telt projeng NJD 6/13 ROADWAY PROFILE SEA 14+00 T J 6T 4 19+ D D file no 01361'RI°.dwg prof dir Emir AS 1HONN fieldbkno no Ilate revisions date I11E013 91:1( 01}i S;R OPPIN'n C ,U:I r. ' iTIN, & TAN SERVICES. r. OH N 21'23'30" W INTERURBAN AVE S ,7770'. GENERAL CONSTRUCTIO V NOTES 1. LEE SHEET 19. CALL 2 DAYS BE =ORE YIOIJ DIK3 1-13001.4214-515155 I;c AO D 5 16 10 40 SCALE IN 'UT CIONBTRUCITII3N VINES • MATCH EI(ISTING. O2 CONSTRUCT CEMENT CDNCREDE DRIVEWAY APPROACH AND RI:CDNSTRUCT DRIVEWAY PER DETAIL, SHEET 5. ® CONSTRUCT MEDIAN PER TYPICAL SECTION, SHEETS 18, AND MEDIAN PAN, SKEET 44. Q CONSTRUCT PERMANENT 131U)RIER PER WALL PANS DETAILS AND SHEEITS S1-61. ® ADJUST GAS IALVE TO GRADE BY 0 HERS. C00RDINATTE WITH UTIUIY. 14 ADUUST UTILITY VAULT TO GRI\DE BY OTHERS. COORDINATE MEN UTILITY. Ot ADJUST FIBER OPTIC MAN IOLE/VIRULT TO GRADE BY OTHERS. COORDINATE WITH UTIUFY. 19 REPLACE SEWER MANHOLE RING AND CDVER I'ER CDT BID DING SS -11 AND IkDJUST TD GRADE. 21 FURNISH AND INSTALL CEMENT CDNCRETE EI(TRUDED CURB TYPE 6, PER WSDOT SID P AI J F-1 D.42. • ADJUST MONUMENT CI\SE AND COMER TD GRAD(:. BD WIDEN ROADWAY. SEE ROAD WIDENING SECTION, SHEET 4. 6D AI DRAI VAIGE N NEB IS'OUTHI„ EATER PLAZA, 144901.'•1 ID SD SEE PR DF1.ES, SHEET 21. 8c 311. ILIERRA UNIT, SEE DETAIL SHEET F. SD WATER N GTEB (SEE SHEET 21 =0R (GENERAL (WATER NOTES) ❑1 ZURIJISH !kid/ INSTALL 12" CASS 61 DUCTILE IRON NATER PIPE AND FITTINGS AS SHOWN. ❑3 STI\ 23+88.1, 1.0' LT 12' GIkIE VALVE, MUIFL STI\ 16+11.0, 16.0' LT IN—IINE 11" GAITE VALVE, MI 5❑ FURNISH AND INSTALL 1" WAFER SER ACE I16SEMBLY IM 1 1 1" MUTER AND 1" SER ACE UNE PER COT SID DWG 1S-01 STA 21+61, 211.0' LT © FURNISH AND INSTALL -IRE IIDRANT ASSEMBLY I'ER CDT SID DING WS -13. REMOVE IRIS TING HYDRANT. RENRN EIUSTING TIRE HYDRANT TO CITY SHOP. STA 21+8B, 26.0' LT DD w w n to to Id- if) yn INTERURBA V ALIIGN ME 41 DATA I CURVE C1 DATA PC 14+61.15 PT 21+33.86 D 3B'07'DD" L 671.91' R 1016.00' T 348.92' STA 11+33.16 TD STI\ 45+49.1'3 N 21'2310" N 1416.86' 'DINT TABLE •I(::. DESC STA ZION OFFSET NOTES D Pr 11+11.61 16.25' LT BAC ( OF CURB/ EDGE 0' PERMANENT BARRIER SECTION 10 Pr 26+64.00 36.1F' RT ACE IF CURB • 23 I 01 i BB 110 0436PLN01.dwg scale N/A \lati 161'1013 110 date I visionll INTERURBAN AVENUE S RID 4)WAYPLAN I ITA 19+00 TI) BTS 2411-66 100% SUBMITTAL KPG 753 Ith I avenue I I �eaIIIe,14098109 (206) 285-1540 rvrx.41g.com 1117 Broadway Suite 501 Tacoma, WI 98402 (253) 521-0720 designed drawn checked proj eng proj dir fell b4no by NA NA NJD NJD ditl 6/13 6/13 D/13 6/13 PUB LTC WORKS DEPT_ *ENIGINEERING*STREEICG ?NEER BEWER*BUI ADINIG* +8% +4% +6:5%1T +8% 0 , +4% - 4% STA 20+70.58 END FUEL SUPER - 8% 60 50 40 30 .6.5% RT -65%_ RT -2% RT STA•22+16:6 -2% RT - 2% LT - 2% R -4% END -RICHT- TRANSITION STA 23+46.43 BEGIN CROWN SECTION -8% 19 50 20 CB TYPE 1 STA 19+81.33, 30.63' RT I2IM 3214 IE IN 28.179 (6"NE) 40 IE 0111 2B.I'9 (12"W) 40 EXISTING GROUND ALONG PIPE L 50 50 30 • PROPOSED GROUND ft ONG PIP[ J _. ■I � .._ 20 10 1 8' Ia EXIST B'; 66J 21 2e I NTERIJRBI LN AVE S SUPERELEVI4TID V DIAGRAM CB f PE 1 STA 20+74.V6, 3.59 121 RIM 81.46 IE DUT 111.70 (12"E) 40 PROPOSED GROUND ALONG PIPE t 30 30 20 FO EX. FIBER OPTIC MAIN LINE CB TIDE 1 STA 10+72.86, 35.72' RT TRIM 33.13 IE OUT 2V.95 (12"W) .,, EXISTING GROUND ALONG PIPE 11' F 12" SD. S=3.63% 16 IF 12" 611.S=2.90% 10 10 { XIST SE SC D n n 50 40 30 20 10 50 40 30 23 EX. FIBER- -06110- 16 06110 16 IF 12 SD'S=1.00% EXIST 12 SD ....... M -I - I , 1 XI5TING GROIIIJD.• 20_ .__ALONG PIPE �..... 20 I 24 GENERAL )RAI NAGE ' Z FILE NOTES 50 1. CATCH BASIN OFFSETS RUE TD CENTER DF S RUCTUI IE. 40 30 10 0 1 CB IPE 1 I I STA 22+75.3[1, 317.56' NT 1.8RIM 1117.98 �g IE IN 114.83 (6"E) I8IE OUT 114.83 (12"W) EXIST 8" 66 EXISTING GROUND RI CONSTRUCTION -1.43% M PI? )POSED GROUND tn 11 dW 1 D 6 LF 12" SD S=1.20%- 89 LF 12" SD S=1.27% AT CONSTRUCTION -Q 2.14% C4 Ci .QN 111-00 10 0 2. PIPE INVER IS ARE SPECIFIED 10 THE PROJECTED CENTER OF 6TRIJCIURE. 3. CATCH BASINS SHALL HAVE VANED GRAIES UNLESS 0TH RIASE NOTE). 4. CONFIRM INVERIS 01- STDI)M DRAIN AT EXISTING SRUCTUI)ES PRIOR 10 _MING PIPE. NOTIFY NGINEER OF ANY )IFFERENCES. 5. THE LOCATI DNS OF EI(ISTING UNDERGROUND UTIUTIES ARE APPROI(IMATE. THE CON RACT01( SAIF++ BE RESPONSIBLE FOR DEIERMINI JG THE 1=XACT LOCATION. 6. WHEN THE VERTICAL CLEARANCE BETWEEN UTILITIES 16 LESS HAN 8" (MIN), PRUDE AN 01) x OD i( 2.6" EfHR'OAM PAO BETWEEN UTIUTIES, WHERE OD 16 fit OUTSIDE DIAMEIER I)F IHE ARGER PIPE. 7. I'OR RIDIT1ONAL STORM DRAIN PROFILES, SEE SHEE 13 1. CB Tr'PE 2-4B" 3 6IA 22+75.00, 22.00' RT 0 IN/ ROUND SOLID COVER. RIM 28.111 IE III 23.31 (111"6) II III 24.6E (111"E) II OU 122.66 (1 B"II) 11D0 LF 12" SD S=1.75% 20 EXIST 8" SS 10 -t53% a 0.,. N w a -0.99% 87 LF 18" 611 S=1.110% 1CB TIDE 2-4B" I A 6IA 19+83.717, 14.70' RT //\ CB TrPE 11-48" W/ IND)N11 SOLID CDI'ERl GIA 113+171.81, 20.25' RT RIM 33.3 4 W/ ROUND SOLID COVER 11 IN 17.1D (111"SE) RIM 31.11 IE III 26.61 (12"SE) 18 IE IN 17.1B (111"E) IE OUT 27.6B (111"N W) EXISTING ELEVATION 7AAI'CONITRUC11ON E ROPOSED ELEVATION T CONSTRUCTION „-) n . cc o �� M o .0 m - M 0- �:o 1E IN 29.10 (12"IV) IE IN 27.18 (111"E) XIST B"-06 EXIST B LS Im ' Iw IE OUT 26.611 (11"N) -10 19+00 201+00 FI+00 22+00 0 10 20 B0 SC4LE IN FEET 6D 231+00 24+00 60 50 40 30 20 10 -10 0 ° ' P UB LIC WORKS JEEP T_ �V *ENIJINEERINIG*SID'BEETS*Wk4TER*BEWER*BIUILDING* '` 19o8 by dato K 75398AienueN (206)Beate, 6168109 12061266-1640 wew.kpg.coin PIG 2502JetersonAvenue (Anna, -0720 2 (253)6)1-0720 INTERURBAN AVENUE S 2It 1 designed SOD 6/13 100% SUBMITTALfile drawn SOD 6/13 1 J NJD 6/13 checked proj eng NJD 6/13 RO4DWAY PROFILE SFA 19+00 TID 6T 4 24+00 no 0436PRF.dwg proj dir scale AS SHOWN fiAdbkno no date re risions date 1651011 U 6D �. A SL"'v li,,'Iudr inA!( GFR; Ir ,S I'LL) ),TER -.b A1K�4 - •I Aq 5 I'A:.';JR 4GP.i P',10TE S) TELR G W Q In — W 28 AICA LIRE 5 F( s 0 ) MI In mernmommel_ ';1123R-311 11 PLI\N 7 w PLANTER P GE V E RAL CONSTRUCTIIO V NOTES 1. SEE SHEET 19. CA _L 2 DAYS 3E FORE YOU DIG 1-1300-424-515155 SOLS FHCEH TR PLAZA, '• 4 300 I C )NSTRUCTIO V NOIrES 0 5 1) 20 60 SCALE IN FEET 60 MATCH ERISTING. CONSTRUCT CEI11:NT CDNCREIE DRIVEWAY APPROACH AND RECONSTRUCT DRIMEWI4( PER DE TAI, SHEET 6. CONSTRUCT MEDIAN PER TYPICAL SECTION, SHEET 11-8, AND MEDIAN PIAN, SHEET 44. 16 ADOUST GAS VALE TD GRADE BY 0 I-11726. COORDINADE WITH PSE. 16 ADUUST FIBER OPTIC MRHOLE/VAULT TO GRADE BY 0HHERB. CODRDINAITE YAM UTILIIrY. 1 g ADUUST SEINER MANHOLE TD GRADE. 1B RPLACE SEDER MANHO.E RING AND COVER PER COT DID DIVE S6-11 AND ADUUST TO RADE. ©0 ADUUST CATCH BASIN TO GRADE RND R:PLACE WITH SOLID COLTER. 21 FURNISH AND INSTALL CEMEN f CONCRETE EXTRUDED CURB TYPE 6, PER NSDOT STD P AN 1,-10.4. © 11,A1ST MONUMENT CASE AND COVER TO GRADE. NI DEN RORDWI4'. SEE RDRD VNDENING 6[C110N, SHEET 4. 36 CDNLTRUCT MODUAR BLACK IVALL TYPE 1, PER DETAILS, SHEER'S 56-57. 36 R[LOCAIE F1B R OP f1C CABLE BY 0 [HERB. COORDINATE WITH UTILIITY. DRAINAGE V GTEB BEE PROFILES, SHEET 26 1< BB. • F1LIERRI4 UNIT, SEE DETAIL SHEET 7. AC INTERU 314N A _IGNMENT DATA 6TA 21+33.36 TO STA 45+49.76 N 11123'5 )" W 2115.16' INATER NOIrES (SEE SHEET 21 FOR LGE NERAL WATER NOTES) Q FURNISH AND I116TAL 12' CASS 6! DOCILE IRON WAITER PIPE. AND FITI1NGS AS SI1O Vr1. © STA 261-86, 8.b' 1_T 12' BATE VALE, MUxFL FURNISH RND INSTALL 1" WATER SEI) ACE ASSEMBLY SI EH 1" METER AND 1' SERVICE UNE PER COT SID DNG NS -01: 6TA !6+70, 19.0' LT 6TA !8+40, 66.5' LT FURNISH AND INSTALL IRE HYDRANT ASSEMBLY PER C IT STD D VG WS -16. REMOVE [XIS 1NG HYDRANT. REFURN COSTING FIRE HYDRAN T TO CITY S1101'. DTA !6+93, 00.0' LT FURNISH RND INSTALL FIRE HYDRANT ASSE4BLY PER CDT BID DVG WS -1B. PAINT FIRE HYDRANT YELLOW. REMOVE EXI61114 6 HYDRAN T. 6TA 06+73 14.6' RT 25 1013 ri IID 0436PLN01.dwg scale N/A \ Iati/6111013 n) date 1'BVISi DLII INTERURBAN AVENUE S ROADWAY PLAN BITA 24+00 TD 6T 4 2911- DD 10Ir% SUI3MITTAL KPG 7511 111 I Ivenue 11 Seallle, 74 98109 (206) 266-1640 Ilwoakpg.com 1117 Broad ray Suite 501 Tacoma, W .98402 (253) 627-0720 by lit! designed NA 6/13 drawn NA 6/13 checked NJD 6/13 projeng NJD 6/13 prof dir fieldbkno PUBLIC WORKS DEPT_ * 3NI TINEERING *STREET'6*MAUERk6EWER BUIL)INIG* +8% 11-4% +8% 0> STA 25+50.00 BEGIN TRANSITION FIT & L7 STA • 26+00.00 - 47 -l7 LT - 8% 60 50 40 30 20 10 -2%. RT - 2%. LT' - 2% RT ND. .TRANSITION RT.& L SIA • 28+00.00 BEGIN. .TRNIISITION LT STA 28+50.00 END TRANSITION' LT +4% D %LF -2% LT %•RT --3%•R - 4% - 8% 24 50 40 30 20 10 I'5 CB TYPE 1 STA 24+61.67, 17.56' RT RIM 16.99 1E IN 21.19 (6"E) .. IE DU 6 11.29 (12"W) FINISHED GROUND RIONG PIPE c. EXISTING GROUND ALONG PIPE q. 6 LF 12" 6'D 5=5.00% _EXIST 8" 66 CB TYPE 2-60" 4 STA 24+61.65, 22.00' RT O WV RO RIM 16130 IM SOLID CHc.36 IE IN 16.70 (18"S) /°ate 50 40 30 20 50 26 27 I VIfERURBA V 14VE S I3U'ERELEVATION DIAGRAM CB T(PE 1 LTA 1 i+ D8.00, 37.56' 91 I[IM 24.10 IE 111 21.24 (6"E) 40 IE OU I" 21.24 (12"W) 30 20 EXISTING GROUND ALONG 'IPE r I 10 10 16 LF 11" SD S=4.95% EXIST 8" SST' I� la 1.w 50 40 30 20 10 50 CONNECT TO EXIST 8" SD 1V LP 1l" $D S=-1.26% 40 CB TYPE 1 srI 1 27+32.09, 38.11' LT W/ 6DLID METAL COI/ER RIIN 14.56 IE IN 10.36 (12"N) CONNECT f0 [KIST 1" SD -&- 20 CB TYPE 1 42 STA l7+ 48.8 D, 36.62' LT V/ SOLID METAL COVER __ RIM 24.47 IE DUT 11.11 (12"N) 28 E DUT LD.14 (12"S) ID 9=1.00% EXIST 11" 6D CB TYPE 1 BRA 117+64.95, 15.50LT IBM 24.61 IE IN 20.411 (12"S) IE 111 14.83 (12"W),, IE 0 J r 111.83 (12"E) P -WATER 12' I ■I EKISF 8" S; I.XI i I .6" ;s 10 43CB TYPE 1 STA 27+64.95, 28.94' LT N/ 6DLID METAL CODER RIM 24.4V 0 .._IE IN 11.116 (12"S) ....... . IE OUT 11.96 (12"E) I I 1 50 4D EX.. LIFER OPIIC MAIN LINT "1NISHED GROUND ALONG PI IE GE 30 EXISTING GROUND ALONG 'IPE E EXIST B" 65 1 IF.. �.. 8 T 1311¢ la i� I Ism I� Ixlti-38.LF.. 12LSD .S=0150% SEE SHEET 39 -12 LF 12" SD S=1. D Ii% IE IN 11.51 (12"SE) IE IN 11.0B (1L"6W) IE IN 11.51 (12"E) IE OUT 10.51 (1 B"N) 0 0 c0 N II -0:99%. A CB TYPE 2- 48" ST14 26+07.98, 22.00' RT WV ROUND SOLID COZIER RIM 111.27 IE IN L D.22 (18"S) IE IN L D.47 (12"E) IE OUT 110.211 (18"N) OCB TYPE 2-48" 5114 27+64.95, 21.91' RT W/ ROUIJD SOLID CDDER -0.64% RIM 14.44 /_. FOR CONTINUATION 29 GIE VERAL DRAIN AGIE PRO:ILE NOIFIEI3 1. CATCH BASIN OTSETS ARE TO CENTER 0: S TRU CTURE. 1. PIPE INDERTB ARE SPECIFIED TO THE PROVECTED DENIER Dr SIRUCFJIUI. IS. CATCH BASINS SHALL HIVE VANED 6RATE6 UNLESS DHERIM1E NOIED. 4. CON-1RM INDERT6 OF STORM DRAIN AF EIJSf1NG STRUCTURES PRIOR TD LA PING PIPE. NOTIFY ENGINEER OF ANY DIFFERINCE6. 1. THE LOCIR1I1)N6 OF [MING UNDERGRDUND 20 UT1Uf1E6 ARE IRPPROXIIITA1E. THE CON TRI \CTOR SHALL 131 RESPONSIBLE FOR DEIIERMINING THE EXACT LOCATION. 6. WHEN 11E VERTICAL CLERRANCE B[IfWE N U [1I11E1 10 IS LEIS FHIRN 6" (MIN), PROVIDE AN OD : OD x 2.5' ETHAFDIIM PAD BETWEEN UTILITIES, WHERE OD IS THE OUTSIDE DIAMEIDER OF THE LAR .FR PIPE. V. "OR ADDITII)NISI STORM DRAIN PROFILES, BEE 6H[ET 39-40. IE IN 19.88 (1B"6) IE IN 19.61 (1l"W) IE OUT 14.47 (1 B"11) PROPO'ID GROUND rAT CONSTRUCTION ). 0,50% 187 LF 18" SD 6=1.00% 146 LF 18" SD S=0.22% 167 15 18" 61) S=0.22% 150 15 18" 6D S=0.22% 6D 50 40 BO 20 SEE SHEET 39 FOR CONTINUATION EXISTING WOUND AT CONSTRUCTION L EI'I61 18" SD EXIST B" SS EXISTING ELEVATION 7 I3 0 11F CONBTRUCRON IL 1-" ,- PROPOSED ELEVATION tw ., N: N N N V:NiN -1D 00 0,AT CONSTRUCTION 03 24+00 ...:........... 251+00 261-00 27+00 0 1D 20 40 SC 4LE IN FEET ID 281+00 29+00 10 -10 �0041 A _ PT TR LIC' WORKS DEPT_ u. 9� ° *ENI3INEERING*SIEREETS*WW,TER*SEWER*BIUILDING* u ��_ /o s 1505 " by date KPIG 7539h1, nue N (236) 2 61981 J9 (205)285-1140 «kpg.cainiaale 2502JeIIenon14venue acoma, VA 95101 (253)T7-0726 INTERURBAN AVENUES 211 desip�ed SOD 6/13 l00% 5 JBMIITTAL drawn SOD 6/13 1011. i NJD 6/13 checked �r0 en, NJD 6/13 R040WAY PROFILE SIFA 24+00 TD 6T4 29+DD file no 01 f D �RF.dwg •ro'dr AS 61-10 NN field bkno n date reasiois date DEI '8013 CALL a DAYS BEF DRE Y DU DII3 1-81DI)I-4E4-1251512 INTERU 234N ALII3NMENT DATA DIA ¢1+33.86 TO STA 45+49.176 N 21'23'5D" W 21.15.66' DRAINAGE NOIFES OX BEE PROFILED, SHEET [8, 10 I& 41. • IILTERRI UNIT, SEE DETAIL SHEET 7. OD DEDENTION VAULT, BEE DETENTION VAULT DETAILS, BHT 66-57. DETAIL 0 6 1D 21 60 SCALE IN FEET 29+00 SHEET 25 Z J - PAD k- D' RI CURVE DI TA AF F.O.G. HORIZONTAL yERTICAL i ic - 13+44.00 /FACE OF GUTTER 16.50' LFILEN4I10NS ELEVATIONS 1 = 66'50'35' / IEGI I 23. II 11 = 21.00' NA 13. 15 1 = 21.117 Y}28 14. 30 F = 16.20' NA ?4.10 'F - 25+2 .67 IND 14.15 31. Lr TI, 12 CU I FE IATLALEO.G,- HORIZONTAL VERTICAL 'C- ?9164.22 FACE D0'411'1E11 13.91' LT ELEVATIONS A = 11608'35' BERIN-26.38- 12 = 15.00' aA A 25.15 L = 12201' I/2A 2k11 F = 0.03' NA 2 k 15 'T- 10+10.55 END 26.17 1150' IS TI, _R.3_.CORVE DATA A r F. D. 9 HORIZONTAL I VERTICAL IPC rYl9+'i7.0P' ' DACE OF GUTTED .311.50' TOT LEVATIONS: -fl =89'5927=- BEGIN 26.11 1i = 21.00' 4A 26.52 1 = 40.84' Y28 23.01 F = 21.50' NA 21.48 PT- 13+43.06 END 23.5t4 62. 57' 101 TI, s (3bandoneIN PLAN rEN OR P DINDS TABLE, DEE SHEEP 3D STA 29+56.06°- . 3E 1 N OH OLN F.O. N. M r" Nva N °tee 13 FO w FO N 21'23'30" W 0 33 MULTIPLE F.O. MN 1111. MI C ■ ■ • • FD ■ ■ ■ INTERURBA V AVE S tn m P1141 ID DAC P )IVEI CO VSITRUCTI D N NOTES D 5 1D BO 40 6D SCALE IN FEET P • MATCH EXI[TIN G. • CONSTRUCT CEMENT CONDUIT DRIVEWAY APPROACH AND RECON1TRUCT DRIVEWAY PER DETAIL, BEEF 5. GRIND BUDT JOINT PER DET1U., SHEET 6. QS CONSTRUCT SIDEWALK TRANSITION RAMP PER DEFAL, SLEET 5. / D CONSTRUCT MEDIAN PER TYPICAL [ECTION, BEEF 48, AND MEDIAN P AI I, SHEET 115. 11 CONSTRUCT CURB RAMP TYPE PI112IRUFL A PER WSDOT SIM PAI1 F-40.12. USE RED BRICK PAVERB WITH DETECTABLE WARNING PATTERN AS BPECITIED IN THE [PECIAL I'ROIVIBIONS. 13 ADJUST DAS VI11.1/E TO GRADE BY CRIERS. COORDINATE WITH I'SE. 14 ADJU[T UTILIDY VAULT FO GRADE BY OTHERS. CDORDINAIIIE IMM UTILITY. 15 ADDU [T FIBER OPTIC MAIL IDLE/VII ULT TO GRADE Br O MERS. COORDINATE WITH UTIUDY. 16 ADUU[T [EWER MANHOLE TO GRADE. 17 ADUUIT IVAIER VALVE TD GRADE. B1 FURNISH AND INBFALL CEMENT CONCREIFE EXTRUDED CURB TYPE 6 PER WSDOT STANDARD PAN 1-10.4E. ©3 CONSTRUCT ASPHALT 12IRMP PER DEFAI, SHEET 6. © RELOCABE UTILITY VAULT BY OTHERS. CODIlDINAIFE IAM UTTIIIrY. ▪ ADJUST M DIIUIN NT CASE AND COVER FO GRADE. 30 WID:N ROADWAY. SEE ROAD WIDENING SECTION, SHEET 4. 36 COORDINATE GAS I5EL0CI1T10N WITH PSE. 3© CONS ERUCT CEMENT CON CISEIE DRIVEWAY IU'PROACH PER DETAIL, SHEET 5. 38 CONSTRUCT TYPE SINGLE DIRECTION B CURB RAMP PER WSDDF SLID PAN F-50.16. USE RED BRICK PAVER[ HIM DEIECTIIBLE WARNING PATTERN R6 SPECIFIED IN ME 6PECIAL PRDINSIDN6. GE VERAL CO 413TRIJCI11 DN V DTEB 1. SEE SLEET 1D. P 4N(v`& COUII [kY SU FEC. 141800 WAIF ER V DTES (BEE SHEEIT e1 F DR I3ENERAL WAITER NOTES) W FURNISH AND IN[TALL 12" CASS 62 DUCTILE IRON WATER PIPE AND FlIETING[ AS SHOWN. • FURNISH AND IN[TALL 5" CLASB 52 DUCTILE IRON WATER PIPE AND FlIETING[ A6 SHOWN. CONNECT TO EXISTING 6" DI WAFER UNE. CONTRACTOR TO VERIFY LOCATION AND DEPTH. W SFA 1001-83, 9.8' LI' 1-22.5' BEND, MU 1 -CONCRETE THRUEF BLOCK 1-6" DI x 6" DI COUPLING W FURNISH AND INSTALL FIRE HYDRANT AB1EMBLV P:R COT SID DWG WS -16. REM DIVE EXISTING HYDRANT. REIRJRN EI(ISfNG FIRE HYDRANT TO CIFY (SHOP. STA 29+07, 30.0' LI' STA 29+81, 60. 4' R STA 33+41, 20.1' LT W SFA 21+611, 8.6' LT 1-11" x 12' c 6' PEE, IL 2-12' GIDE VALVES, RAMI 1-6' GAIE VIILNE, FTxMU 1 -CONCRETE THRUBF BLOCK W FURNISH RIID INSTALL 6' CASS 52 DUC PILE IR DII WATER PIPE AND FITTINGS AS [HOWN. W STI1 2B+90, 8.5' LF 1-1e' 12' c 1D" IEE, FL 8-12' GAIE 14.I/E6, FLxMU 1-10" GI\TE VALVE, FLANU 1-CONCRE E THRUST BLDCK 1-10" DI 1, 11' DI CDUI'UNG 1L FURNISH AND INSTALL 11" CLAB[ 52 DUCTILE IRDII WRIER PIPE AND FITTINGS AS BHOWN. CONNECT TO EIOSTING 10" DI WIUIERLINE. CON TRI1 CTOR FO VERIFY LDCATION AND DEPTH. 16 STI1 33+05, 1 D' Lr 12" GAIE VI4LNE, MJCFL 21' 104 file no 0436PLN01.dwg scale N/A late 161116 sio date revisions II NTERURBAN AVENUE S ROADWAY PLAN 674 1114-00 ITO IBITA 3411-00 1IWO% JBMITTI4L SPG 753 Uh Avenue 10 6ea tie, WI 98109 (216) 286-1640 Ivww.19g.com 1117 Broadway Suite 501 Tacoma, WO 98402 (263) 627-0720 designed drawn checked prof eng prof dir field bk no by NA NA NJD NJD late 6/13 6/13 6/13 6/13 P UB LIC' WORKS _D.EP T_ *E VIGINEERINI 5 *GTREETS *WATER* SERVER *BUIL DING* 12 CURVE DA CA IIT ".D.G. HORIZONTAL VERTICAL PC- 21+59.00 F1SCE OF GUTTER 53.10' RF ELEN1T10NS A = 1000'33' BEGIN 23.2! R = 16.00' 'lo 12.9B L = 40.84' 1}�A 127 V T = 16.00' NA !3.15 PF- 211+15.00 END !3.56 57.50' R F s (3bandoneIN PLAN rEN OR P DINDS TABLE, DEE SHEEP 3D STA 29+56.06°- . 3E 1 N OH OLN F.O. N. M r" Nva N °tee 13 FO w FO N 21'23'30" W 0 33 MULTIPLE F.O. MN 1111. MI C ■ ■ • • FD ■ ■ ■ INTERURBA V AVE S tn m P1141 ID DAC P )IVEI CO VSITRUCTI D N NOTES D 5 1D BO 40 6D SCALE IN FEET P • MATCH EXI[TIN G. • CONSTRUCT CEMENT CONDUIT DRIVEWAY APPROACH AND RECON1TRUCT DRIVEWAY PER DETAIL, BEEF 5. GRIND BUDT JOINT PER DET1U., SHEET 6. QS CONSTRUCT SIDEWALK TRANSITION RAMP PER DEFAL, SLEET 5. / D CONSTRUCT MEDIAN PER TYPICAL [ECTION, BEEF 48, AND MEDIAN P AI I, SHEET 115. 11 CONSTRUCT CURB RAMP TYPE PI112IRUFL A PER WSDOT SIM PAI1 F-40.12. USE RED BRICK PAVERB WITH DETECTABLE WARNING PATTERN AS BPECITIED IN THE [PECIAL I'ROIVIBIONS. 13 ADJUST DAS VI11.1/E TO GRADE BY CRIERS. COORDINATE WITH I'SE. 14 ADJU[T UTILIDY VAULT FO GRADE BY OTHERS. CDORDINAIIIE IMM UTILITY. 15 ADDU [T FIBER OPTIC MAIL IDLE/VII ULT TO GRADE Br O MERS. COORDINATE WITH UTIUDY. 16 ADUU[T [EWER MANHOLE TO GRADE. 17 ADUUIT IVAIER VALVE TD GRADE. B1 FURNISH AND INBFALL CEMENT CONCREIFE EXTRUDED CURB TYPE 6 PER WSDOT STANDARD PAN 1-10.4E. ©3 CONSTRUCT ASPHALT 12IRMP PER DEFAI, SHEET 6. © RELOCABE UTILITY VAULT BY OTHERS. CODIlDINAIFE IAM UTTIIIrY. ▪ ADJUST M DIIUIN NT CASE AND COVER FO GRADE. 30 WID:N ROADWAY. SEE ROAD WIDENING SECTION, SHEET 4. 36 COORDINATE GAS I5EL0CI1T10N WITH PSE. 3© CONS ERUCT CEMENT CON CISEIE DRIVEWAY IU'PROACH PER DETAIL, SHEET 5. 38 CONSTRUCT TYPE SINGLE DIRECTION B CURB RAMP PER WSDDF SLID PAN F-50.16. USE RED BRICK PAVER[ HIM DEIECTIIBLE WARNING PATTERN R6 SPECIFIED IN ME 6PECIAL PRDINSIDN6. GE VERAL CO 413TRIJCI11 DN V DTEB 1. SEE SLEET 1D. P 4N(v`& COUII [kY SU FEC. 141800 WAIF ER V DTES (BEE SHEEIT e1 F DR I3ENERAL WAITER NOTES) W FURNISH AND IN[TALL 12" CASS 62 DUCTILE IRON WATER PIPE AND FlIETING[ AS SHOWN. • FURNISH AND IN[TALL 5" CLASB 52 DUCTILE IRON WATER PIPE AND FlIETING[ A6 SHOWN. CONNECT TO EXISTING 6" DI WAFER UNE. CONTRACTOR TO VERIFY LOCATION AND DEPTH. W SFA 1001-83, 9.8' LI' 1-22.5' BEND, MU 1 -CONCRETE THRUEF BLOCK 1-6" DI x 6" DI COUPLING W FURNISH AND INSTALL FIRE HYDRANT AB1EMBLV P:R COT SID DWG WS -16. REM DIVE EXISTING HYDRANT. REIRJRN EI(ISfNG FIRE HYDRANT TO CIFY (SHOP. STA 29+07, 30.0' LI' STA 29+81, 60. 4' R STA 33+41, 20.1' LT W SFA 21+611, 8.6' LT 1-11" x 12' c 6' PEE, IL 2-12' GIDE VALVES, RAMI 1-6' GAIE VIILNE, FTxMU 1 -CONCRETE THRUBF BLOCK W FURNISH RIID INSTALL 6' CASS 52 DUC PILE IR DII WATER PIPE AND FITTINGS AS [HOWN. W STI1 2B+90, 8.5' LF 1-1e' 12' c 1D" IEE, FL 8-12' GAIE 14.I/E6, FLxMU 1-10" GI\TE VALVE, FLANU 1-CONCRE E THRUST BLDCK 1-10" DI 1, 11' DI CDUI'UNG 1L FURNISH AND INSTALL 11" CLAB[ 52 DUCTILE IRDII WRIER PIPE AND FITTINGS AS BHOWN. CONNECT TO EIOSTING 10" DI WIUIERLINE. CON TRI1 CTOR FO VERIFY LDCATION AND DEPTH. 16 STI1 33+05, 1 D' Lr 12" GAIE VI4LNE, MJCFL 21' 104 file no 0436PLN01.dwg scale N/A late 161116 sio date revisions II NTERURBAN AVENUE S ROADWAY PLAN 674 1114-00 ITO IBITA 3411-00 1IWO% JBMITTI4L SPG 753 Uh Avenue 10 6ea tie, WI 98109 (216) 286-1640 Ivww.19g.com 1117 Broadway Suite 501 Tacoma, WO 98402 (263) 627-0720 designed drawn checked prof eng prof dir field bk no by NA NA NJD NJD late 6/13 6/13 6/13 6/13 P UB LIC' WORKS _D.EP T_ *E VIGINEERINI 5 *GTREETS *WATER* SERVER *BUIL DING* 1+80 1+8 0% STA 29+50.00 BEGIN TRANSITION:LT STA • 30+00.00 1+40 END • TRANSITION LT 0% - 4 0 -2% LT 3% LT 1% LT 6% LT - 8% 3% Rf 3%121 3%'RF 40 -8 0 ED 30 B1 32 33 B4 INT ERURBAN AVE 6 6UPEREL=VAIrI DN DIAI3 RA VI I3ENERAL D 3AINAI3E 'R D FILE N DTES 1. CATCH 6116IN )FFBETS 11RE f0 CENTER OF S TRUCE RE. 2. 'IPE INVE 2 TS ARE SPECIFIED TO I THE 'R DIIE DIED CENTER OF STR 5DINE. 3. CA ICH 6116INS SHALL HALE VANE)) GRAIES UNLESS OTHIRWISE NOIIED. 4. CONFIRM INVERTS OF STORM DRAIN AT EX1611146 6 RUCERES PRIOR TO A11NG PIPE. NOTIFY 3JGINEER OF ANY DIFFERENCES. 5. IIHE LOCATIONS OF EMS TING UNDE (GROUND UTILITIES ARE APP 201(IMAIIE. THE CON RACTDR SHRLL BE (ESPONBIBLE FDI) DEIERMINING THE El (ACT LOCATION. 6. WHEN THE VE2TICAL CLEARANCE BETWEEN UTILITIES 16 LESS HAN 6" (MIN), PROVIDE AN DD x OD 2.6" ETHR1'OAM PAD BETWEEN UTILITIES, WERE 01) 11 THE OUTSIDE DIAMEIER IW THE AR GER PIPE. 7. I'OR RIDITIONAL STO2M DRAIN PROFILES, SEE SHEEP 60-41. 60 50 CB TYPE 1 40 16 LF 12" SD 6=20.05% 30 FINISHED GROUND 30 �ALONG PIPE Q STI 1 31+1)4.16, 16.50' Lf V RIM 13.87 • IE IN 19.76 (18"S) IE IN 19.178 (12"W) IE IN 19.176 (12"N) IE OUT 1).V8 (18"E) 50 50 40 STA 31+04.18, 32.06' LT IE 22.90 (12"E) 20 10 39 LF 18" ISD LL SEE SHEET 40 FOR CONTINUATION 0 . o S=0.30% � ▪ I � I 1 EXISTING GI DUI 40 CB TYPE 1 STR 33+63.411, 16.56' LI - RIM T RIM 16.82__ .. ..__ .. IE IN LD.77 (12"SW) IE IN 19.717 (11"N) 16 F 18" 61) IE OUT 17.411 (12"E) S=1.00% ' 17 LF 12 SD 30 S=16.3115 20 20 ALONG PIPE L 10 IE: 17.20' • ▪ CONNECT TO DETENTION VAULT SEE DETAILS, SHT 56-57 Iw 16 LF 12" 11) S=0.25% 0 EX. FIBER OPTIC MAIN LINE uJ w v NI STA 33+55.79, 32.11' LT IE 23.60 (12"NE P -WATER 1E" 39 LI 12" SD 1= 1.1)0% RIJISHED GROUND ALONG PIPE EXISTING GROUND ALONG PIPE L 10 SEE SHEET 41 FOR CONTINUATION 11 11 1.I El0S7 17" SS 1,25 �m I �w '2 I ''2 w j STA 33+63.49, 37.56' RT aha RIM 113.51 un 3 IE OUT 18.16 (18"W) -16 CB TYPE 1 /77,\ STP, 33+63. 411, 21.00' NT P1DPOSED GROUND 51) AT CONSTRUCTION 1 40 3D 20 CB TWE 2-60" -7- I,.4 N NII 2W [KIST 8" SS D.60kR 0.50% Mp, co 11,. 01 S1 STR 31 F D 4.34, 22.00' RT W/ ROUND SOLID COWER RIM 14.04 IE IN 18.76 (18"S) IE IN 19.66 (18'1J) IE IN 17.16 (11"E) IE OUT 17.16 (31)"N) WI/ ROUND SOLID COWER RIM 16.99 IE IN 16.6) (60"S) IE IN 17.3D (12"W) IE IN 18.0D (18"E) EX. FIBER )R TIC TNI\IN LINE IE OUT 16.511 (30"N) 0 0 -0.50% 0.50% 1- r NIL s1 -0:50% 189 LF 11" SD 6=112% 96 LF 30" ID S=0.22%. -_I. 164 LI' 3 D" SD 5=0.22%..... 60 50 40 30 20 TSBT[7 A 2914.821.99' RTL / 10❑;16f 16' SD 21M 23.171- IE IIJ 111.14 (18"S) EXISTING GROUND ___ CB TYPE 2-54" EXIST B SS-/ 10 11 OUf 111.14 (18'N) I, I� AT; CONSTRUCTION STA 31+99.86, 22.02' RT XISTING E{EVI1T101J 3 L' -„,,'-'N/ I2DUND SOLID IILTAL COWER aw Ix 3 EXIST 16 ` SD RIM 23.66 • AT CONS (RUCTION 0 Ix l[ IN 16.95 (31)"6) w PROPOSED ELEVATION 11 OUT 16.95 (30"N) i,i Zvi.", ,�..,,..�. R _ ",t_..._- _.__ ,?' in "4- m..rn a,.d•...... o,..rn .. c,r� CD a' /-, 7,1,z c-, c„, CV ,1 ''. N cN1 N rN (N -10 21)11-01) 30+00 3111-00 3E11 -0D ) 1 D 10 40 SCALE IN FEET 6D 33+00 a.,0, c,.N 34+00 50 40 30 20 10 No "'I`4 O' �I,/ As " ieoe Z d� PT TRLIC WORKS DEPT_ * ENI GINEERING *STREEIL'IGkWIATER*GEWER *BUIL DINI3k by date 'EP 7539ihvenuell Meanie, NA 88109 (206)286-1540 www.kpg.com G. 2502JelfersanAvenue Tacoma, ON , 98402 (253)627-0720 INTERURBAN AVENUE S 28 desi_Ied SOD 6/13 100% 5 J 3MITTAL drawn SOD 6/13 I Ok} C checked NJD 6/13 .ro en_ NJD 6/13 ROADWAY 3ROFILE SITA 29+00 TO 511A 3411-00 file no 0 13 1N (F.dwg ao dir � scale AS SHOWN fielll bkeo no dale recisions date DE1'2D111 ID I �0. _i/��� ��.Ir•, rrt�,r ..�1-..a FO ISE o 17. k, ":o --,r. °OLN .0„W dnl 1 DiNI.;, POWER I 'AUEL SD SD SD S 9 I VIFERIJRB AN AVE S 1 1 STA 35+85.79 e k ULT1PLE . 1 : 106 TO v P:AN PFJ COUNTRY LUTES �JQi\w o w/ GE VERAL CID VBIFRIJCIfIIDN VIDTES 1. SEE SHEET 1B. DRAT VAGE VIDTES BEE I'ROlIEB, SHEET 60 k 61. CALL 2 DAYS BE =ORE YIDIJ DIG 1-1300142 4-5BIi5 0 1 FO FO FO FO CIO VSIrRUCTIIO V NIOTES DH 01-1 D 5 1 0 20 40 SCALE IN FEET 6D • MATCH EXIFIN B. • CONSTRUCT CEMENT CONCRETE DRIWEWAY IU'PROACH IUJD RECDNSTRUCT DRIVE NAY PER DETAIL, SHEET 6. • GRIIID BUTT JOINT PER DETIUL, SHEET 6. • CONSTRUCT BUS 6 TOP I'AD PER DETAIL SHEET 6. ® CONSTRUCT MEDIAN PER TYP (.IAL LECTION, BEET 4, AND MEDIAN PAN, S IEEITS 45-46. 11 CONSTRUCT CURB RIUNP TYPE PAI211LLEL A PER WSDOT SID PAR F-40.12. USE RED BRICK I'AVERB WITH DEIECTIIBLE WARNING PATTERN AS SPECIIED IN ME BPECIIIL PRDVISIONS. 12 ADUUST CATCH BASIN f0 GR11DE. 13 ADUULT BIRS VALVE TO MADE BY OTHERS. COORDINATE WITH I'SE. 15 AD I U IT RIB DR OPTIC MAN IDLE/VA ULT TO BRADE BY OTHERS. COORDIIIIITE WITH UTILITY. 11i ADJUIT SEWER INIUJHDLE TO BRADE ® ADJUST CATH BASIN f0 GRADE AND REP ACE LID WITH SOLID COMEI t 51 FURNISH AND INSTALL CEMENT CDIJCREIIIE=XTRUDED CURB TYPE 6, PER WSDOT STD PLAN F-1 D.42. CONSTRUCT ASPHALT RAMP PER DETAIL, SHEET 5. ADJUST MONUMENT CRLE AND COMER TO GRADE. CONSTRUCT BUS BUULLEER FOUNDATION. REP ACE CEMENT CONCRETE PATH f0 MATCH EI(ISTING. BEE CEMEN CONCRETE I'ATH DETAIL, 6HEEf 6. WIDEN ROADWAY. LEE ROAD WIDENING SECTION, BEET 4. CONSTRUCT CEMENT CONCRETE DRIVEWAY APPROIRCH PER DETAIL, SHEEP 6. DH OH 011 SD 'NT (JRuAN 'IVA')ENO1J _ (UNDER D'_VI:LOPMiNT)J WATER NIOIFES (SEE SHEET 21 DI FIDR 3ENERAL INAWER NIDIFES) E1 71.3111ISH IUJD INSTALL 12" LASS 52 DUCTLE 1011 WATER PIPE AND FIIl1N61 AS SHOWN. © CONNECT f0 EI(ISTING 12' DI WATER LIME. CON RACTDR TO VERIFY LOCATION 11ND DEI'TH. © STI1 391F9B, 10.0' LT 12" GALE VALVE, M JxFL ® ST11 36+4 V.1, 10.0' LT 1-12' 1: 12' K 6' TEE, (MU :M JxFL) 1-6" GATE VALVE, FLxM 1 1 -CONCRETE THRUST BLOCK ® FURNISH Alit INSTALL IRE HI'DRANT ASSEMBLY I'ER CDT 511D DNG WS -13. REMOVE EXISTING HI/DRIUIT. RETUIRN EXILING FIRE IIfDRANT TO CITY SHOP. BR 5161+5.7, 50.0' LT E9 ST11 361F2B, 8.4' Lf 1-12'1;12' K15' IEE, FL 5-12" GATE VALVES, 1.x91 1 -CONCRETE THRUST BLDCK 1-12" DI 11 15" DI CDUPUIIG 111 FU 211ISH Alit INS [ALL 6" C ASS 52 DUCTILE IRON WADER PIPE AND FIIfTINDS AS SHOWN. CONNECT f0 EI(IST1NG 6" DI 0TE2 UNE. CDNTRACTOR TO IIE(IFY LOCIRT1ON 11ND DEP H. R6 CU tVE DITIAI F.0.9. HORIZONTAL PC - 15+46.91 31(.50' ItT 1 = 6120'44• t =21.00' = 40.54' f = 26.00' PT- 115+7280 66.80' ItT VERTICAL FA DE OF GUTTER OEVABONS BEGII1 21.1 1/M 22. D9 '/oh 22. 91 Y41 22.63 END 22.48 R6 CU 1VE HORIZONTAL 01,111 AT F.0.9. VERTICAL PC - 66+00.1 71.90' ItT D = 9D11'97" t = 21.00' = 40.92' = 21.08' PT- 66+26.21 53.50' IIT FA 6E OF 001TER OEVABONS BEGII1 21.30 '/4 22.93 /xG22 08 Ni 22.68 END 22.48 INTERUR 3 AN ALIG V ME VII' DATA LTA 5111-33.56 TO S111 45 1-49.13 11 212310" N 5416.86' 'DINT TABLE ;:I(.:• DESC ST 411D J OFFSET RADIUS NINES 11 PC 35+81.60 17.50' L[ 80' R FACE OF CURB 12 PRC 34+12.00 25.50' LT 80' R FACE OF CURB 13 PT 61+ 65.48 25.50' LT PACE OF CURB 14 PC 36+12.48 25.50' LT 85' R PACE OF CURB 15 PT 36+35.17 26.94' LT FACE OF CUM 16 PC 661+59.42 20.36' LT 95' R PACE OF CUM 17 PT 651+55.54 117.50' LT FACE OF CUM 18 PC 614+171.48 51..50' RT 100' R I'ACE OF CUI1B 19 PRC 3511-13.67 166.50' RT 100' R FACE OF CURB 5D PT 65+55.86 65.50' RT I'ACE OF CURB 29 1011 Iile78 0436PLN01.dwg scale N/A ate 01/2D1 B 111 date re RSioi s INTERURBAN AVENUE S R DADIINAY PLAN BT 4 341+00 FO GFA 39+00 100% ISUBMITTIAL KPIG 753 91h Avenue N iealle, 911981 09 (206) 286-1640 1we.10pg.com 1117 Broadway Suite 501 Tacoma, 191498402 (253) 627-0720 designed drawn checked proj eng proj dir fill him!' by NA NA NJD NJD tlata 6/13 6/13 6/13 6/13 PUBLIC' WORKS DEPT_ 0E LVGINEE RING *STREETS *WI4TE It* BE WER*BUIL D NI3 k IFS% +4. 01 IF8 IF4 01 - 4: - 8 -3% LT 6%•R -3% L1 3 : LT -13[b LT -61'" RT 61a•RT -8: 34 50 4D 30 20 35 CB TYPE 1 STA 35+08.00, 67.50' RT RIR( 23.06 IE IN 18.16 (11"6) IE IN 11.10 (6"NE) IE OUT 1B.76 (12"W) 36 317 INTERUR3AN AVE 13 BUPERELEVATI GN DIAG RAM 19 LF 6" -SD-DI S=0.61% FINISHED GROUND 10.... ...._._ALONG PIPE- - II I BUSTING G1DUND ALONG PIPE 16 LF 12" 611 S=1.00% CONNECT[. TO EX. r PVC 50 40 50 40 EI(IST C8 TYPE 1-511" STP36+55.31, 51.53' RT RIM 31.64 IE IN 15.1) (16"SE) IE IN 16.6) (8"1W) PLUG .- 50 40 30 LF 30" 6D IE OUT 15.80 (36"N) S=0.15% IE IN 15.90 (60"IY) 30 30 IE IN 19.90 (12"N) 30 20 .LF 12".SD-DI _ 3=0.31% ,- FINISHED !GROUND ALONG PIPE OL 20 10 20 10 EXISTING GROUND ALONG PIPE E CONCRETE INLET 13STA 36+74.54, 53.50' RT 1°-... 10 RIM 11.16 m IE OUT 10.00 (12"S) I4 Iw 60 I� - WIC 50 40 DO 20 10 FOR CON11NUATION 10 10 38 3B TGE VE RAL DRAINAGE PRD'ILE N )TEB 1. CAT:11 BASIII OFFSETS ARE TO CENSER OF STR UCTURE. 2. PIPE INVERTS ARE SPECIFIED TD THE PROJECTED CENTER DI' STRUCTURE. 1. CATH BASIIIS SHALL HAVE VANED 'RATES UNLESS D THERINI1E NOTED. 1. CONFIRM INVERTS OF STORM DRAIN A r E (IST1NG STRUCTURES PRIOR TD LAYING PIPE. IIDI1FY ENGINEER OF AIIY DIFFERENCES. 5. THE LODIMON& OF EXISTING UNDERGRDUNI UT1LII1E6 ARE APPROKIINAEE. THE CONTRACTOR SHALL IE REIPONSIIIE FOR DETERMINING THE EXA :1T LOCATI DN. 6. WHEN THE IERTICAL CLEARANCE BETWEEN UT11Jf1E6 IS LESS THAN 6' (MIN), PI20'ADE AN OD c OD 2.5' ETHAFDI1,14 PAD B:TWEEN U11LI11ES, WHERE OD IS 14E OUTSIDE DIAMETER OF THE LARGER PII'E. 7. FOR AMMONIA. STORM DRIUN PROFILES, IEE 61EET 41. 1 + MT CO r Nu aW II 11 CB TYPE 2-60" \IL/ STR 35+08.00, 22.00RT 4/ 120 MID SOLID COVER RIM 13.51 IE IN 16.17 (30"5) IE IN 18.61 (12"E) IE OUT 13.17 (30"N) -0.50% 0.50% 12 CB T PE 2-10" \LV. STA 36+55.19, 22.00' RT W/ ROUND SOLID COVER RIM 61.20 Mrn IE IN 15.94 (60"S) n N IE D UT 15.11 (30"E) NII aW ii 4 PROP DSED GROUND aN AT CONSTRUCTION I'p -0.50% 0.50% -0.50 1 OD% 145 LF 30" SD S=0.22% 147 LF 30" SD S=0.22% -- EXISTING GROUND AT CONSTRUCTION" EXISI11IG ELEVATION 0 AT CONSTRUCTION C PROPOSED ELEVATION AT CONSTRUCTION N': V 10 N Iw 60 50 30 20 CB TYPE 1 STA 18+98.81, 16.50' LT I 10 W/ THI201 ;) CURB INLET RIM 26.13 IE D U r 11.00 (12"N) cn N o- - _ . .. NN p N' 34I+00 35+0D 36+00 6711 DO 0 10 ED 40 SCALP: IN FEET 60 3811-0 D 391F0D -10 V 1- N"'I `A �9 P URT I C WORKS DEPT. c 111 1EI\TGINEERINI31.I3TREETB*IWATER*SEATERI.BU["-DING* g/ z s� o~ ieoe by date K L 53161)enueN Ceatl e, 4 98109 (206)286-1 40 1ww.kpg.com Q 25o2JeMersonI enue Tacoma, 4) 98402 (253)627-0720 INTERURBAN AVENUES 30 desigped SOD 6/13 1DD°% SIU 3 NITTAL 104 drawn SOD 6/13 checked NJD 6/13 RIDADW 4Y PRID :1 _E BT k B411-00 ITO BITA B 111-00 filen) 9S66PI2P.dwg projeng NJD 6/13 scale AS SHOWN proj dir 81 date reviling date 0 w211 Habinl It 3 F u o- F v v w MA ILO ONE SIA 39+UU sR J / �61) 0 / PLAN I'lv PI V op SP, rRvl KI ES yir .8V DO,Di WALL L SD 5) 0 0H 9s+ �. N 2123'30"W INTERURBAN AVE S 61413, , 0 DI I 00 0 OH DH 011 ^i,•.=�i'1nIJAAo hOJS:=- '(UNDER DLVEi'_Oa1111.\T7 01-1 DI 1 011 DH OH OH 011 0 ]H W RC H 5 GENERAL C DNSTRUCTION NOIFES 1. SEE SHEET 1D. DRAINAGE VDTEB SEE PROFILES, SHEET 6B. lc R2 CALL 2 DAYS BE =ORE YOU DIG 1-13001424-55155 S 111 C DNSTRUCIfI )N N )ITER )1 01 U SD Oli GU P01 OH MATCIi EXISTING. 0 CONB RUCT CEMEIIT CDINCRETE DRIVEWAY IU PROACH IIID RECONSTRUCT DI6IVEIVA Y PER DE1111, SHEET 5. © CONBRUCT MEDIItN PER TYPICAL SECTION, CHEEP E8, AND INEDIAN PAN, SHEETB N6. 0 ADUUST CATCi BASIN TO WADE. 15 ADUUST TIBER OPTIC MIIIHDLE/VAULT TO GRADE BY OTHERB. COORDINAIIE WITH UM TY. 16 ADUUST SEWEI? MANHOLE TO GRADE. ADUUST CATC i BASIN TO BRADE 1I1D R P .ACE UD WI TH SOLID COWER. 21 FURNISH AND INSTNIL CEMENT CONCRETE EI(RUDED CURB TYPE 6, PER WSDOT CTD PLAN F-10.1.2. FURNIBH AND INSTALL DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STANDIII?D PAII F-11.64. EJ PRESERVE IND PROTECT MAILBOX TO REMIIN. g IIDJUBT MONUMENT CABE AND COVET? TO GRADE. 60 WIDEN ROADWAY. BEE 12DAD WIDENING SECTION, GHEE!. 4. 65 RELDCATE FIBER OPTIC CI OLE BY OTHER B. COORDINATE TNM UTILITY. B CONSTRUCT CEMENT CONCRETE DRIVEWAY APPI2011CH PE? DE TAI, BHEET 5. 6D I6EP ACE CDICRETE STEPS TO MATCH EIDS f1NG. SEE CONCRETE BIER DETAIL, SHEET 6. 17 w LJ 1L 1n ID ID e LJ CE I VIfERURBA V ALIG V MENT DAM STI1 21+36.86 ro STA 46+41.73 N E1I25'30' W 2415.86' D 5 1D 20 40 6D SCALE IN FEET INTER N )ITER (SEE SHEET 21 =0R GE NERAL (WATER V DTEB) E1 FURNISH AND INSTALL 1E:' CLASB 52 DUCTILE IRON WIRIER PIPE AND ATTINGB AS BiDIVN. STA 41+717, 0.17' LT 1-12"1c 1I"x B'TEE,FL 8 BI1TE VALUE, M11;FL 1-12' ADAPTOR, I1. MJ 1—CDNCREIE THRUST BLOCK STA 41+81, D.7' LT 1-12" 1c 1B" x r TEE, FL 8" GATE VALUE, M 1-12' ADAP TOR, I1. MJ 1—CDIICRETE THI6UST BLOCIC 13 STA 41+917, 0.7' LT 12' GATE VALVE, MJ1oFL FURNISH AND INSTALL 8' CABS 5E DUCTILE IRON IVAEER PIPE IIID -ITT1NGS 11B SHOWN. CONNECT TO EXIBT1N6 8' DI WIRIER UNE. CONTRA C TOR TO WEI?IFY LO CI1110N I1ND DEPTH. FURNIBH AND INSTALL FIRE HUDI6I1NT ABSEMBLY PER COT SITD DNG WS -16. REMOWE EXIST11 N B HYDI?I II L RETURN EXI B TING ARE H1021111 1. TO CI TY BHP. STA 3 D+OE, 2D.6' LT STA 4E+0 D, 21.11' LT STA R1+20, 1D.0' lT STA 1.1+4D, 0.7' LT 1—eF.5' BEND, MI 1—CONCRETE THRUST BIOCK 31 104 D?n0 0436PLN01.dw scale N/A \ IIBtC 86 E013 10 date 1. SVIBi DI15 INTERURBAN (AVENUE S RID )WAY PLAN SIFA 39+00 TD ET a 4411-0D 101% SUI3 MIT TAL 753 9181 venue 11 1eanle,18A98109 (206) 286-1540 lnrwhpg.com 1117 Broadway Suite 501 Tacoma, W1 98402 (253) 527-0720 by datl'. designed NA 6113 drawn NA 6/13 checked NJD 6/13 projeng NJD 6/13 proj dir Dlltbk to PTT$ LIC WORKS iEPT_ *ENI5INEERING*STREE FS* NA E'ER SEWER BUILDING* II -8 IF8 H-41. 0 0 STA 40+75.00 BEGIN •TRANSITION .LT & RT STA 41+25.00 END TRAKS1710N LT Sc RT STA 43+95.97 0908 TRANSITION'0 41 -8 60 5D 40 60 20 3% LT -3% RT -F% L -2% LT 1E41, 0 0 -2% LT -19R[ - 4„ - 8.. 39 50 40 40 FINISHED GROUND ALONG PIPE E EXIST CB TYPE 1 I STA 39+75. 41, 12.30' L RIM 16.30 IE IN 19.4) (1 6"S14/3 30 !IE DUI. 19.4) (16"D) IE DDT 19.6D (11"E) CB TYPE 1 SCA 31)+76.42, 16.50' LT R11 23.61 IE IN 1869 (12" 6) IE 19 1168 (11"W) IE OUT 1D.08 (12"N).', 20 ........... _._ EXISTING GROUND ALONG PIPE k 6L 12"SDS 3.84% 10 w I� wlv SIV 50 5D 40 40 30 _..60 20 20 10 41 42 INTERU ZB1 LN AVE 6 SUPERELEVp111DN DIAGRAM 50 FINISHED! GR D UNI CB TYPE 1 SCA 40+67.87, 16.50' LT RIM 23.99 111 IN 18.13 (12"S) ._.. - IL IN 18.13 (12"N) ALONG PIPE E IE OUT 117.17 (18"E) P -WA TER ! 12" EXISTING GROUND ALONG PIPE E 10 ti S=0.50% i I I EX: 1113ER-OP 110 MAIN LINE . _ I0_ . _ EXIST 12" S6 40 30 20 10 1x w WI I NN CB TYPE 1 43 CB VIDE 1 CB TYPE 1 STA 40+67.87, 16.50' LT RIM 23.DD IL IN 18.63 (11"6)' 1E19 18.63 (11"N)'. IL OUT 117.17 (18"E) STA 41+49.68, 16.47' LT TRIM 24.65 IE IN 111.50 (12"N) IE OUI 19.5D (12"S) STA 13+23.19, 16.50' LT L W/ SOLID METAL COVER RIM 16.50 IE IN 11.00 (12"N) IE DUT E6.00 (12"S) 44 I3ENERAL DRAT VAIOE RID FILE NIDTES 1. CII ICH RUIN OTSEIS IRE TO CENIER D' 6 RUCIURE. 2. PIPE INVERTS ARE SPECIFIED 10 1HE PRDJECIED C }ITER OF OTR UCIURE. 3. CM -CH RUINS IHALL HARE VANED GRAVES LINES 6 OTHRWISE NOTED. 4. CONFIRM INVER IS 0" STORM DRAIN AT EXISTING 6 RUCIUI1ES I'RIOR 10 .APING PIPE. NOTIFY ENGINEER OF ANY DIFFERENCES. 5. 1HE LOCATIONS OF EXISTING UNDERGROUND UT1UT1ES ARE APPROI(IMAITE. 1HE CON RACTOR SHALL BE RESPONSIBLE FDI1 DETERMINING THE EXACT LOCATION. 6. WHEN THE VERTICAL CLEARANCE BEIWEEN UT1UT1ES 16 LESS THAN 6" (MIN), PROVIDE AN OD x DD x 1.1" ETHIIFOAM PAD BETWEEN UTILITIES, WHERE OD 16 THE OUIISIDE DIAMETER 1)F THE .ARGER PIPE. 7. FOR 14DITIONAL STORM DRAIN PROFILES, SEE SHEET 41. PROPOSED GROUND AT CONSTRUCTION 1 ](1SI1NG DRDUND AT CONSIRUCTION I-\\ 77 LF 11" SD 6=1.19% 0.50% 0.81% FIRE H YDRANT-- 1.11% 92 LF 12" SD S=0.5D% .................. 82 LF 12" SD �CBPPE 1 10 LTA 19+75.41, 16.50' LT 75 RIM 26.63 HOE HYDRAN I. IE IN 11.0D (12"S) /I EI(IST1NG ELEV1T101J IE IN 11.08 (12"W) 0 AT CONSRUCTIDN E IE 0111 19.08 (12"N) PROPOSED ELEVATION ' ACON6RUCTION E �R -10 S=1.20% 174 LF 12" SD 5=2.02% N w 0.49% 107 LF 11" SD S=0.94% EXIST 8" SS CONN :CT IO EI(IST 1 B" SD I 8 Im m N 7 7 N rn N r-: 39H-00 40+00 41H-00 4QII-0 D 0 10 f0 40 SCALE IN FEET 60 431E00 BO 50 40 30 20 10 -1D ... _........................ 4411-00 Ok*IA� PUBLIC WORKS DEPT_ o 111 �/ = °ENGNEERIND',STREETG*WAQER►6EWER*BULLDINIG► A. o ir isos _� by SPG 753 9E Ivenue I Seallle, VA98109 (206)286-1640 mg. pg.com 2502 Jeff arson Avenue I.acoma,W19840P (256)627-0720 INTERURBAN AVENUES 32 6/13 1 11)1) YO I' 1. w1 SIU31r''�~` 104 ` i drawn SSOD OD checked NJD 6/13 RDADIJV4Y PRO=1LE GRA 3911-00 TO SIFA 4411-00 D436PRF.dwg proj eng NJD 6/13 scale ASSHOWN scale proj lir 110 dale reiisiins dat 011(2D11 fiellbLno 3 F uID o- F v R V CUM DI411 A r F.0.1. HORIZONTAL VERTICAL PC- 14+08. D7 11410E OF GUTTER 311.52' IIT ELEVA 111 INS 1 = 1117'12' 1E1111 21'.12 O = 36.00' %M 21'.06 = 31'15' 2A 21'.1 D r = 2 D.19' 3f40 21'.16 PT- 14+38.88 IND 21'.11 56.11' IIF I7110E OF CURB RB CUM 114111 AI F.0.1. HORIZONTAL VERTICAL PC - 14+8430 FACE OF GUTTER 58.80' IST EIEVA 111 INS: D = 1393'1r BEM 21'.81 0 = 2 5.50' %A 21'.54 = 1 k6V' %s8 21'.58 F = 7.15' NA 21.77 PT- 14+96.87 IND 21'.19 53.50' 1ST I7110E OF CURB RB CURVE 0I1711 A r F.O. & HORIZONTAL VERTICAL PC- 17 1-5 D.43 1"A1E OF GUTTER 1E50' IST OEVAOONS: A = 161151' BEG I 21'.45 0 = 26.00' %M 21'.17 L = 2 5.55' ysd 21'.19 r = 11.11' NA 21'.11 PT- 18+110.04 END 21'.18 119.30' OT I7110E OF CURB 011 CURVE 01IRAI F.O.B. HORIZONTAL VERTICAL P I: - 18+1 I'.1 V FACE OF GUTTER 18.31' ItT ELEVAOONS A = 17-54'I)' BEGII 21.88 0 =16.00' %A 21.17 = 13.45' yth 21.119 r = 1 1.40' NA 21.112 PF - 18+18.50 END 21.64 1E50' IST I7110E OF CURB STA 48+03.21 INTERURBA V AVE 15 :23: DH OH L=64.57' =41'41'11" 12=76.00' E=28.51' 5 SOH TELR N i IVITERURBAN ALIGNMENT DATA BTA 11+33.16 ro SEA 46+41.73 N 21123'60' N 1416.86' CURVE C2 DI I EA PC 46+46.73 I'T 18+17.94 1 V'06'1 D° 1 266.21' It 1000.D0' E 150.21' BEA 18+17.94 TO STA 50+31.78 N 38128'10° I1 183.B1' GENERAL C DNSTRUCTION NOITEI3 1. SEE GHEE 19. DRAT VAGE V DTEB BEE PROFILE, SHEET 61 & 12. POI VIT (TABLE ::I1: DESC ST\TIDN DFFSET RWIUS NDTES 21 PC 46+46.81 54.60' RE 100' II I'IICE 01" CURB 11 PRC 15+90.B1' 4537' 12 17 100' II I7110E OF CURB 16 PT 16+15.17 38.60' RE FI I CE OF CURB CONSTRUCTION NOITES �.J �.J �.J MATCH EXISTING. GRIND BU ET 110INT PER DETIII, SHEET 6. CONE RUCT SIDEWALK TRAN1311101J RAMP PER DUAL, SHEET 5. CON 6 RUCT MEDIIR11 PER TYPICAL IEC RON, I ;HEE E 48, AND MEDIAN PAN, SHEETS 47. 11 CONS ERUCT CURB RAMP EYPE PIIRIILLEL A PER WSDOT SID PLIUI F-10.11. USE RED BRICK PAVERS WITH DEIECTIIBLE WARNING PATTERN AS BI'ECIRED IN 1HE BPECIIII PIIOVIGIONS. REPLACE DOWNHILL RAMP M TRIUI61110N RAMP. SEE NOTE 5. 11 ADUUST CATCH BASIN TO SHADE. 16 ADUUST GAS VALVE TO GRADE BY OTHERS. COORDINATE WITH I'SE. 16 ADUUST FIBER OPT1C IIANHDLE/VIRULT TO RADE BY OTHERS. COORDINAIIE W1111 HUD'. 16 ADI1USE SEIMER MANHOLE TO GRADE. FURNISH AND INSTALL DUAL FACED SU)PED MOUNTABLE CURB PER WSDOT STD PLAN F-10.61. ADIIUSE MONUMENT CABE AND COVER E0 GIIIIDE. WIDEN ROADWAY'. SEE ROAD WIDENING BERN, SKEET 4. COR BTRUC E MODU AR BLOCK IVALL TYPE 2, I'ER DETAI., SHEET 57. 0 610 1D 110 SC ALE IN FEET 60 INATER NOTES (BEE SHEEIT Q I FOR GENERAL INATER NIOITES) Q FURNISH IIND IIIBTALL 12° CLASS 62 DUCTTJ= IRDN WAIEER PII'E Alit 71111N SS AB SHOWN. • SEA 44+51, 0.1"LT SEA 44+71, 10.5' LT 1-45' BEND, MJ 1 -CONCRETE THRUST BLOCK • FURNISH IIND IN BTALL FIRE HYDRANT ASS :MBLY PER COT SID DWG WS -13. REMOVE EXISTING FIRE HYDRIRIiE. REI1JRN EXI STING HIM HI6DIII INT 170 CI IY 611 DI'. ITA 14+85, 19.8' LE ITA 17+86, 30.9' LE • SEA 44+86, 10.5' LT 1-11° x 12' c 11° x 12" CUBS, FL 1-12" GIIIIE VALVES, IlxMl 1-11" x 10" REDUCER, FLxMJ 1-10° DI : 10" DI COUPUNG 1-16° x 1° REDUC R, 1'LxII l 1-6' DI SPOOL, PE 11 FURNISH IIND INSTALL 10° CLASS 61 DUCP..E IRDN WAIIER PII'E AIJD 9111NGS AB SHOWN. CDNNECT EO EI(ISTING 10" DI WATER UNE. CDII RACTDR TO VERITY LDCA11DII AND DEPTH. 16 BTA 1P+B6, 8.6' .T 1-12" x 11" c 6" IEE, FLxMJ:MJ 11" GATE VALVE, FU M1 1-COIiCIIEFE THRUST BLOCK 11 BTA 14+65, 19.7' LT BTA 1V+ B5, 26.0 LT 1-6" IEE, MldlxFL 2-6" GAGE VALVE IONE IS PART OF HYDRANT IISSEMBLYI 1 -CONCRETE THRUST BLOCK 16 7URNII3H AND IIILTALL 6" CLASS 52 DUCT! E IRON WAVER 1'IPE IUID -1111NGS, RI SHOWN. BTA 114+66, 19.7' LT BTA 1P+16, 26.0' LT 1-90' BEND 1-6" DI SPOD., I'L 1-CONCREIE IHRUST BLDCI1 16 BEA 114+66, 31.9' LT BEA 4P+15, 26.0' LT 1-6" CAP, MJ 1JRNII3H AND Ili STALL 1" AIR AND VACUUI REIASE AB EMBLY PER COT STD DWG WS -07. S111 44+97, 19.3' LT 33 104 file 110 0436PLN01.dwg scale N/A no date r:vieions INTERURBAN AVENUE S RD 4 )W 4Y PLAN EISA 44+00 11-1) ETA 4114-00 100% 1SUBMITTAL 753 9th Avenue IV Sea tle, 441118101 (206) 286-1640 lewa.kpg.cam 1117Iroadnay Suite 511 Taco iia, W1418402 (253) 627-0720 by designed drawn checked proj eng proj dir Iiellbl:nk NA NA NJD NJD Gate 6/13 6/13 6/13 6/13 PUBLIC' WORKS DEPT_ E[vGENEIiRINLT 13TREETS*IWATER*1 E1WER*BUILIDINI3* +8% +81 STA. 45+8.148 BEGIN .EULL..SUPER 0: -4% -8% 60 50 40 30 20 10 +3% R STA 48+14.19 +.57. RT .END . FULL..SU PER +4g, 0 -6Z.L' -2% LT STA 45+45.98 BEGIN TRANSITION LT 3% L 3% iT -2% LT - 41' STA 48+51.69 END TRANSITION LT - 81 44 40 EXISTING I GROUND Al PIPEQ 30' 46 40 EXIE4 ;B TYPE 0- 20" ETA 44+10.D1, 115.86' RT RIM 21.01 IE IN 1 (.4D (66"EW) IE DUI' 14.3D (16"E) IE IN 11'.70 (12"W) 20 57IF"S=4-.5-7%.7 -- 20 ID' CB TYPE 1 STA 44+83.46, 66.01' RT RIM 01'.50 IE OUT 00.30 (12"E), 10 ISEE PAN SiEET 33 40 47 INTERURI3AN AVE S BU PEREILEVAITI JN DIAGRAM 05 40 40 PROP DSED! IIIOUND AT PIPE EXISTING GROUND 30 2D CB TWE 1 STA 46+80.31, 16.61' RT R114 27.46 IE OUT 24.66 (10";W) 1D AT PIPS 30 33 LE 10" ID -131 S=3.02% 0 Iw Iw 20 ATER 10" 10 40 PI2OPO BED GROUND AT PIPE cL 30 EXISTING GROUND AT PIPE 20 148 CB TYPE 1 STA 48+10.99, 16.52' 18' RIM 06.39 111 OUT 03.00 (12"SW) 33 LF 12" DO S=2.4 I% i.. 10 13 -WATER 16 I 11 I 11. r� 1', • I5 IwI Iw cr WIU corn 40 30 20 13 LF 10" ID S=10.34% 49 GENERAIL DRAI NAIDE 'RD :ILE NOITEB 1. CATCH BASIN OTSE IS ARE TO CENITER OF S TRUCIIURE. 2. PIPE INVERTS ARE SPECIFIED TD THE PROUECITED CENTER OF SIRUCIURE. 3. CATCH BASINS i 1111 HAVE /ANED SKATES UNLESS OTHER MSE NOIIED. I. CONFIRM INIERITS OF STORM DRAIN AI EXISTING S TRUCIIURES PRIOR TO LA r1NG PIPE. N DT1FY ENI;INEEI2 OF RN r DI FERENCEB. 5. THE LDCAT1ON6 OF EXISTING UNDERGRDUND UTIIJTIEI ARE APPROKIMAEE. THE CON !RR CTOR 10 SHALL BE RESPONSIBLE FOR DETERMINING THE E (11 CT LOCA T1ON. 6. WHEN THE VERTICAL CLEARANCE BETWEEN Ui1UT1ES IS LESS THAN 6' (MINII, PRDI /1DE AN OD c OD x 2.6" ETHAFOI IM PAD BETWEEN UIT1UTlE 3, WHERE OD IS THE OUTSIDE DIAMETER OF THE LARSER PI 'E. CB IYPE I STR 44+29.89, 16.50' LT 80 RIM 05.73 IE OUT F4.01 (12"S) II D49% CB TYPE 1 STA 46+80.33, 16.50' LT_ 91 RIM 26.46 IE IN 03.66 (12"NE).. .._ IE OUT 22.B6 (10"NW) PROPOSED. GROUND I1T CONSTRUCTION IE d w 0.16% i dw 0,157. CB TYPE 1 -0.98% STA 48+10.92, 16.50' LT RIM 00.44 IE IN 00.1 B (10"SE) IE IN 00.1 B (10"NE) IE IN 00.13 (10"SW) IL IE OUT 02.16 (12"NW) F N N N._ o_ w -0 52% -016% 130 LF 12" SD S=0.60% 166 LE 12" SD S=0.50% E USING GROUND AT CONSTRUCTION ARE IYDRANT EXISTING ELEVATION 7 A T CONSTRUCTION PROPOSED ELEVATION r AT CONS TRUCTIDN o. • c`, N. (O o V M N N -1 D .........__._. _.._..:................... 44+00 45100 4011-D0 47+00 0 10 20 140 SC 4LE IN FEET 6D 48+00 4914-00 60 50 40 30 2D 10 -10 4. µ"'r `A �9= P T TB LIC' WORKS DEPT. *ENI3INEERINIG*BIT'RELTS*WIATEIR*I3EWER*BIUELIDINI3* lb'V ~ isoa by date K 75391hAvenue N Slatlle,WR98109 (206) 286-1140 xx^x.kpg.com F IG 2502Jelfersonllvenue Taco ina, 1898401'. (253)627-0710 INTERURBAN AVENUES 311. designed SOD 6/13 00% S JBMI TTAL drawn SOD 6/13 I01} NJD 6/13 checked proj eng NJD 6/13 ROA DWAY PRID =1 LE 515/21. 44+00 TI) BT a 49+00 file no 0436PRFA,dwg proj du scale i S SHOWN field 6k no n 1 date revisions date DI 'P 11111 LI N 58'25'40"N w Virm ,r,WatreraLeiark_i: sr IIMErkur seri 1-...-31142111111111 + [ E SeG A� O t c51 II u c •, sr 0 . . , , . . . B : INTERURBAN AVE S CLIA F.6. • END OVERLAY ' STA 51+15.45 8 a .:\gym V 0H DH OH DH 0 6�- STA 52+00.011 _E 1286634.19 N 176612.01 IGENERAL CDNBTRUCITI DN N NEB 1. BEE SHEET 15. DRAINAGE NOTES OX SE PRD TES, SHEET 61i lc 13. CALL 2 DAYS BE FORE YOU DIIG 1-130042 11-1515515 5 w C DNSTRUCTION NOIfES D 5 1D 20 40 5D SCALE IN FEET ® MI\ICH EXISTING. ® CONSTRUCT CI.MENT CONCREIE DRII/EW1Y APPRDIICH AND RECONSRUCT DRIVEWAY PER DETAIL, SHEET 5. ✓ GRIND BUTT JIXNT PER D17AII, (SHEET 5. ✓ CONSTRUCT BIDEWAX TRANSITION I?I\INP PER DETIU., SHEET 6. ® CONSTRUCT MEDIAN PER TYPICAL SECTIDN, SHEET 48, (UID MEDIAN ('LAN, SHEET 417. 11 CONSTRUCT CURB RAMP TYPE PARALLEL A PER WSDOT ETD ('LAN 40.12. USE RID BRICK PAYERS WITH DELECTABLE I114RIIING I'11TTERN AB SPD;IF1ED IN THE SPECIAL PRO/19)N6. 1E I\DJUBT CATCH BASIN 10 GRADE. 1 i ADJUST FIBS? OPTIC MANHOLE/VAULT 10 GRI\DE BY OTHERS. COORDINATE IM 11 UTILITY. 16 I\DJUST SEWER MANHOLE 10 GRADE. Q I\DINST MONUMENT CASE AND COVER TO GRADE. 30 MEN I?DIIDWIIY. SEE ItDIhD WIDENING BECTION, SHEET 4. CDIIlTRUCT CEMENT CONCREIE DI1IVEVAY APPROACH PER DET(\IL, SKEET 5. .. ,.. W_.s. 0 L' VC SS -OHP- - r _� CHP- 1.g' .CONC SD 11� T 53 L4" HP 14 43'43'06W G 12 CDIA C LD 4HP -2 R G-- 12• CONC 24 LIP INTERURBAN ALII3NMENT DATA FA 1.8+1.7.94 TO VA 68+61.76 N 38'68'40" V 163.84' CURVE C3 DATA PC 50+31.78 P T 5E+96.81 11 5'14'66" L 262.63' It 2861.79' T 161.11' R11 I5J11VE DIV11111T 0.3.G. HORIZONTAL VERTICAL PC- 51+08.66 Fl CE OF GUTTER 38.50' R r BEM 111ONS: A = B910'69' BEGIN (4.43 18 = 25.00' As (4.21 L = 19.06' 34o (4.16 T _ (4.71' YiA (3.91 Pr- 511-33.12 END (3.84 13.31' R r '1 CE 0" CURB - MATCH EMS -MIS PDINH' IfABLE :.IE.c DESC STkITIIDN DI"FSET R4DIUS NOTES E4 PC 60+61.176 17.60' LT 28411.29' ACE 0" CURB E6 PT 61+16.115 17.64' LT '1 CE 0" CURB - MATCH EMS -MIS 66 PC 60+61.178 38.60' Itf 6103.21 RCE 0" CURB 67 PRC 61+08.BIi 38.60' Is r(SEE 1211 CURVE DAT(k) WAITER V DTES (BEE BHEEIF 21 F DR GENERAL WAITER NDI1ES) • IURNIBI AND II(STALL 12" CASS 62 DUCTILE IRON VAIER PIPE I\ND FITTINGS Al SHOWN. • C )NNECT TO EXISTING 12' DI NATER LINE. CONTRACTOR TO VERIFY LOCATION IND DEI'TH. 3❑ BTA 61+05, 17.6' LT 1-46' BDJD, FI_xMU 1-12' GABE VALVE, FLxMJ 1 -CONCRETE THRUST BLOCK 1-12" DI x 12" DI COUPLING ® BTA 60+17, B.7' LT 1-45 BDJD, MU 1 -CON CRETE THR U 6T BLOCK E5 IURNIEH AND INSTALL 1" WATER SERVICE ASSEMBLY M Di 1" MEDER AND 1" SERVICE LINE PER COT SID DIVG WS -01: STI1 50+46, 29.6' LT IURNIE' AND INSTALL FIRE HYDRIIN f ASSEMBLY PEI? CDT BID DIVG WS -13. REMOVE EXIIT11IG HYDRI\IIT. IlE6U1211 EXISTIII B FIRE HUDRANT TO CITY SHOP. ST 1 50+54, 20. D' L 15 FURNISH AND INSTALL 6" CASS 62 DUCTILE IRDN NAUEI1 PIPE AND FlIl1114GB AS SHOWN. STI1 49+6B, 30.6' LT 1.6" CAP, MU STI\ 49+6B, 8.9' LT 1-45' BEND, FLxMJ 1-16" 1; 12' x 6° TEE, MUxMUxFL 1-6" GATE VALVE, FLxMJ 1 -CONCRETE 11RUST BLDCK 5 1 )11 1111 111 0436PLN01.dwg sale Nn 1 \ dlle 061/2515 IlD date Ie✓ISi (IDs INTERURBA N AVE NUE S RID4IDWAY PLAN SITA 49+00 TI) IST a 5411- D D 10D% SUBMITTAL SPG 713 Nth I avenue II Seattle, IVA BB109 (206) 286-1640 I iww.lcog.com 1117 Broad ray Suite 501 facoma,98402 (253) 521-0120 by late designed drawn checked projeng projdir Blldbkns NA NA NJD NJD 6/13 6/13 6/13 6/13 P LTBLLIC VVORKS LEP T_ *ENG NEERINI3 kGTREETIS *I WATER* SE WE *BIUIL DING* +8% +4% 0. -4% -8% 60 50 30 20 10 -10 IF8% STA 50+01.70 BEGIN CROWN SECTION IF4% 0. -2% LT -2% LT - 2% RT - 2% LT -2% RT -2% LT - 4% - 8% 49 60 40 PRI)PDIED GROUND AT PIPE',1 30 20 10 51 62 53 INTERURBRN AVE 15 SUPERELEVI4TIID V DIAGRAM EI(I01 CB IYPE 1 SIA 5DFD1.7V, 21.77' LI RIM 14.61 11 IN 1D.D0 (11i"6E) 'LUG I- our 18.00 (Ihul.lIv). IL IN LO.ED (1Q"NE) EXISTING GROUND AT PIPE 5 LI' 12" SD 6=1.00% CB TYPE 1 I Flo '5)1 '3 CB TYPE 2-48" 40 30 20 10 54 GENERAL DRAT 4RGE 'RIDFILE NOIFE6 1. CATCH BASIN 0TSELS ARE TO CENDER OF S IRUCIIUI1E. 2. PIPE INVERLS ARE SPEEF1IT) TD THE PROUECITED CEIJEER OF 6TRUCIURE. 3. CATCH BASINS IOHALL HAVE VANED GRATE[ UNLESS OTHERWISE II DIED. 4. CONFIRM INVERTS OF STDIlIN DRAIN RT E(ISTING S fRUCITUI1ES PRIOR TO APING 'IPE. NOTIFY EN DINE 7t OF ANY DIFFERENCES. 5. THE LOCATIDIIS OF EXISTING UNDERGROUND U TlUT1ES ARE APPRO (IMI ITE. THE CON TRACTOR SHALL BE I1ISPONSIB_E FOR DETERMINING THE E (I1 CT LOCATION. 6. WHEN THE VERTICAL CLEARANCE MERE IJ UT1UT1E6 IB LESS HAN 5" (MIN), PROVIDE AN OD : )D x 2.6° ITHAPOAM PAD BEIPWEI N UT1LIf1E6, WHERE OD IB THE OUTSIDE DIAMEIER OF THE LARDER 'IPE. 7. FOR ADDITIONAL STORM DRAIN PROFILES, SEE SHEET 46. STA 49+50.11), 16.50' LT 94 RIM 16.16 INPROPOSED GROUND" IE OUT 1E1. 6 (1F") AT CONSTRUCTION. IE 11.5D (WNW) CV STA 50+91.79, 16.56' LT RIM 14.95 IE IN 1 D.25 (12°SE) IE OUT 10.25 (12"SW) K1M Il. uj..................����. QN N dw Lc, =i - to 11 N N 11 w EXIDT1IJ6 GROUND AT CONSTRUCTION --------------- -0.16% 10 f 12" SD S=0.80%!. 0.11 S% 0.54% 37 LF 12" SD S=1 34% 42 LF 12" SD S=0 60% FIRE HYDRANT 5 CB TYPE 1 ETA 6D+12.60, 16.51' LT RIM 25. D6 CB TYPE I STA 50+50.01, 16.50' LT 66 RIM 16.09 DOSING ELE VA TI DI I PAAT CONSTRUCRON t ROPOSED ELEVATION /// II T C DI ISTR U C11ON N c. N N,. 49 1-00 IE IN 21.00 (12"SE) IE IN ED.50 (12"SE) IE OUT 21.00 (12"NW) __ IE OUT 10.50 12 NW ......... 50+00 NN N'. 511-00 D 1D 20 40 SCALE IN FEET 61 53+00 54+00 60 60 40 BO 20 10 -10 µ141LA 4Ile ° �',/ sscale z o PUSLIC WORKS DEPT_ *ENIGINEERING*STREE TB l'WI.TER*GEIWER*BULLD NII* by date 1E1:10 753911ivenuell !calk, 41,14 93109 (236)201-1640 nnn.kpg.com G. 2502Jefferson Avenue Tacoma,Wl 91411 (253)627-1720 INTERURBAN AVENUES 313 designed SOD 6/13 11)0%% SJI3MITTAL drawn SOD 6/10 I�)4 C NJD 6/13 checked projeng NOD 6/13 ROADWAY PRID FILE SITA 49+00 TID 15T A 54+00 file no 0436PRFA.dwg proj dir 6S SHOWN liell bk 1o no date re visiolas date we 010 M =DIA 1 1 0 5 10 E0 [D 60 $CALE IN FEET M = )IAN LAYOUT POI NI'S .. : ST1T11)N OFFSET- DEICRIP1)N RADIU6 1 19+9E.17 3.60' RT PCC 2.75' E 19+9E.22 9.10' It I. PCC 773' 6 00+65.61 13.23' 16 r PT l E3+35. B I 15.50' It I. PC 5' 5 23+35.96 5.50' la PT 6 21+11.07 5.24' RT PC 877' P LTBLI WOIRTI S DEPT_ * E NIG LIEERINIG * 3TREEI1913 kWI,&TER* SE WER *BU[LIDING * by Ilate designed drawn checked prof eng prof dir fiel6b[no NA 6/13 NA 6/13 NJD 6/13 NUD 6/13 PIG 753 911 Avenue N Seattle, TVI 138111 (206) 286-1640 svomkpg.cam 2502 Jeie son Avenue Tacoma, VA 18402 (253) 527-0720 11)O% SIU 3MITTAL INTERURBAN AVENUE S MEDIAN P ANS & DETAILS no date re risioms 144 104 filnn0 0436MED11.dwg scale N/A date 09/2918 0 r C^4 6' 6 —ILK J WALL I! L=69.58, R=1017.50 CO A=21'05'36" \o' =•' ,� / 1.=E7.74, R=117.50 A=90'49'48" EIJD NALL 2 WALL CIA 1+17.16 = INIERUIRBAN AME S STA 46+611.1i, 54.12' I1T 1+ 40 30 FO 10 BEGIN WALL 2 WI UJ_ S71 0+1 D.00 INITERURBAN AVE 6 STA 44+85.11, 7D.25' °' ori WALL 111.1DIJIWENT IS AT BACI( OF IMA X/ 1311CK OF WALL CONSTRUCT MODULAR BLOCK WALL TYPE 2, SEE DE1111LS, THIS SHE 3LA SCALE: 1" = 20' 0 BEGIN NALL 2 STI1 EL TOP 01' NALL IN CIUDII 16 CAP BLOC( END WIILL'2 STI I 1+17.16 =L FC 10 BACI( OF IMAX EG ID BACI( OF MILK IIPPROXIINArE BDTTOM DF IiIDEIHAX + V) a CO w 0 011-00 PRO:ILE - WALL Q HOR: 1"=2D' NE 2: 1"=10' 111-00 DH 3ENERAL WALL VIDTES 1. LEE WALL DETAILS, THIS SHEET. E. INSTALL 6" UND=RDRAIN I'IPE AND CLEANOUT ALONG WALL WHERE SHOWN. SEE DETA1, SHEET 11. L BEE PROJECT SPECIFICATIONS FOR FURTHER CDNITRUCTION REQUIREMENTS. F. THE LOCATIONS OF [RISING UNDERGROUND UTIIJTIES ARE APPROXIMATE. THE CDIJ RACTDI2 SHALL BE 12ESPON3BLE FOR DEDERMININ 6 THE EXACT LOCA11 DN. LOCATE AS NECESSARY TO MATCH El USING GROUND 40 reitienfiffinfferiNEMMEMB 6 LEVELING STAGGERED 8" BLD CK PAD BLOCKS (YP) 30 20 10 0 111-50 EXI 6111 J 6 GROUND ELEIVA fl )N WALL EMBEDDMENT PER MANUFACITURER'S RE C DMMEI IDATION 6. WALL DOES NOT REQUIRE GEOSYN THETIC REINFORCEMENT DR PE 21 -DRAPED DI211IN PIPE. LEVELING PhD, 6" CSBC COMPACTED TO 95% OF 6TANDARD PROCTOR, WRAPPED IN ONE LAE(ER OF GEOI LATHE TIC FABRI C EXISTING GROUND 111 u CURB, GUTTER I& SIDEWA X 1- CDIVI'II6TEL 6UBGRADE IL BEC )N MODULAR BLIDCK WALL TYPE 1 NTS METAL BRIEFY RAILING WHERE INDI CI ITED CON fNUOUB CAI' UNIT 6TANDA 21) UNIT PROPE 2TY RES TORATIDII AS DIRECIIED BY THE ENGINEER 5' CITC OR QUARRY SPIILL BASE LEVELING PRD COMPACTED 6UBGRADE 6' MDEN SIDENAL( 1' TO ACCOMMODATE SPIED' RAILING 155 !/4(.// 12" MIDDIJLAR BLIDCK WALL TY 5E 2 NIS 'RIES REINFOR CID BAC (FILL SEE 61'[CIFICA'IONS UNDERDRAIL PIPE WHERE INDICATED ON ME P ANS WITH UNIT FILL JKW' L" o sZ 4. � �' �s �p 1908 ' P UB LIC' WORKS DEPT_ *ENIGINEERINIG*BQREETB sWl61TER*BEWER*BUiLIDING s by late 1pIQ 7539thlvenue I Seattle, WN (206)286-1640 www.kpg.com 1602Jellersonl4venue lama, 9e402 (253)627-0720 INTERURBAN AVENUE S . 55 designed NA 6/13 1Q�% ISIJ 3MITT4L 10 drawn SOD 6/13 checked NJD 6/13 WALL PLAN & PRIG=ILE proj eng NJD 6/13 scaleN/AN/AWALLOi.dw proj dir no date rtvisiens date )11(2818 field 6k no 9 STI\ 30+00.18 (37.10' II) ACCESS STRUCTURE ACCEDE STRUCTURE CONTROI. STRUCTURE ACCEDE ACCESS HATCH 101.00' DTA 31+DD.08 (61.00' R) TDP OF VAULT EL 12.4 IE 10.2, 11" SD (IN) — LIVE 6 FORAGE SEDIMENT STORAGE 12' SD (O U F) IE 117.2 ORIFICE 111. 1 IE 16.2 IE 20.1, 11' SD (IN) 12" DUVET PIPE 4 a VAIER SURFACE ELEVATION CONTROL STRUCTURE WITH 1r RISER LIVE STDRAGE B' X 10' REMOIVEABLE 1'1 NEL WITH LOCKIII6 I\CCESS HATCH SEDIMENT STORAGE IAULF BOTTOM SLOPED TONARDS CENI7ER MANHOLE _ADDER DTA 61+00.18 (37.10' R) STA 31+01.08 (51.00' R) 21.00' a o a �w1 `q ` ,� 1908 9N Y p PUB LTC WORKS DEPT. *ENGINEERING *STREETS by date K 753 9Ih Avenue N 6ealle,W1118103 (206) 281-1140 ,w.1v9.min PIG 15I2Jelleison Itvenue lamina, TVA 18401 (251) 627-0720 INTERURBAN AVENUE S 56 designed WRE 6/13 1000 SUBMITTAL drawn WRE 6/13 mit ` checked NJD 6/13 proj eng NJD 6/13 STORMWATER )ETENTIIDN & TREATMENT DETAILS file no 04365TMDET01, projllir lel.le N/A fieldbkno no date re dliols Nate 181011 dw4 60 50 40, INTERURBAN AVE S STA 91+-1)ID Ifo STA 1III}I)D Z 0 ........... Q o > 30 :..................... 20 10 EXISTING GROUND 11I CONITRUCTION E 11T -CONSTRUCTION 1 PROPOSED GROUND, 12" TEE, SEE SHT 62 FOR CONNECTION w� 3i 0 91+00 60 60 40 30 20 10 1011-00 11+00 PROPOSED TOP OF PIPE ELEVAEION (TYP), 35,69 INTERURBAN AVE S STA 14+130 TID STA IID+TDO 35,78 121+00 35,87 60 50 40 30 20 10 36.18 36.61 36,510 1311-00 1411-00 u ERISTING GItDUND COcr AT CONSTRUCTION Q PROPOSED GI?DUND AT CONSTRUCT! DI I E x 12" WATER MAIN EXIET 18" 12 CP 6" ID 1 PROPOSED.. TOP OF PIPE ELEVA f ON (TYP) 36.53 36.31 _ 36.10 35.89 35.68 - —35.47 34,54 33,56 3246 31,35 30,600 0 14+0 D 151+00 1611-00 17+00 181+00 60 50 40 30 20 10 _...._....... 0 10 ED 1(0 60 SCALE IN FEET 1 BI1-00 IGE VE RAL WATER 1 JTEB 1. VAIER IIAIN SHALL MIIINTAIIJ A MINIM UM COVER OF 16 IN CIIES AI1D MAXIMUM COVER OF 60' 9ROIN THE TOP DF ME MAIN TO FlNIBHED GRADE, UNLESS OTHERWISE SPECKED OR APPROVED BY THE ENGINEER. E. WAIER MALL MAINTAIN 18' SEI'I1RATID11 FROM SANIT111tY SEWERS 1111D 11" MINIMUM SEPARATION BETWEEN ALL OTHER Vf1LITIES. 3. ELE /All DN6 OF EXISTING CROSSING Vf1LIT1ES IRE I'RItTlALLY BASED ON RECORD DIM MNGS. CONTRACTOR 611111.1 VERIFY LOCAEIONS DF ALL UNDERGROUND EQUIPMENT I'RIOR TO CONS TRU CTION AND INFORM ME Ell EINEEIt IF 11 CONFUC 16 FOUND. 4. PROVIDE 118 HOUR NOTICE PRIOR TO WIIIERMAIII SHUT—OTS. SHUT—OTS SHALL BE CON ROLLED BY CITY DF IF1.1KW1 A DEPARIMENT DF PUBLIC WDI1KS TO MINIINIIE DISR UP ETON DF SER VI CE. /11LI/ES ARE DPERAIED EE AUMORIZED CITY ST11FF ONLY. 5. PROVIDE 118 HOUR NOTICE AND COORDINAIEE WITH PROJECT ENGINEER AND CIC' PRI DR TO METER CHANGE DER. THE CONTRACTOR IS TO INSTALL MEITER SETTERS, EDI (ES 11ND NAIEEI1 METER E. RLL EXI611116 METERS 61111LL BE REITUI1NED TO ME CITY. 6. 6M IER 9RIN CONS RUC TION SHALL CONFORM TO ME CITY OF INKWI A DESIGN AND CONS TRUCT101J STAIJD111tDS, NATER SUPPLY DETAILS, CHAPTER 7. FOR COT ETD P .ANS, IEE APPENDIX A. 7. FOR NAIIER UNE TRENCHING, BEDDING AND BACK1LL, SEE TU (VILA 6TANDARD DWG WS -18. 8. RLL MECHANICAL IOINIES, PIPES, AND FITTINGS IRE TO BE RES RAINED WI M MEGA LUGS DR FlEID—L0I( GASKETS DIt APPROVED E)U11L 9. VH EN 11-11 VERT1 CRL CLEARAN CE BETWEEN UTILITIES IS LESS THAN 6' (MIN), PROVIDE AN DD c OD Ic 2.6" ETHAFOAM PAD BETWEEN UT1LIT1ES, VHERE DI ID THE OUTSIDE DIAMEIEEI1 DF ME ARGER PIPE. T.! or PT rB T , zC WRDEPT_ OKS LL = _ *EVIGINEERING*SE'RE3TS eWIATER*1 E WER*BUIL DINI 3 * � 1908 by Ilate I 7539Ih1venne6 Sea llle,WI98109 (206)211-1640 xvnv.kyg.coin PIG 2502Jellersonivenue facaina, 6498402 (253)627-0721 INTERURBAN AVENUE S 58 designed SOD 6/13 1 OM104 �UBMIFTAL drawn SOD 6/13 \ , check el NJD 6/1 B WATER PROFILES ST 9+00 111) 15fFA 191+00 films B416NAPRP91. projeng NJD 6/13 scale AS SHOWN projdir ua date revisiunr date 06/2318 field bkn> wl LEGEND EXISTING TEJ DESCRIPTION 120A1WIIY LUMINAIRE IBIGNAL POLE WI TH MAST ARM AND LUMINAIRE BITE FLOOD LIGHT ® EEC RICIIL 6 R JI CE CABINET TRAFFIC IiIGNAL CONTROLLER CABINET [JUNCTION B01( TYPE 1, 2, 8 CONDUIT • WIRE NOTE O CONSTRUCTION NDTE I 1Z ID H 14 11 I 1. FOR THE MUTATION OF ME PROJECT, INSTILL TEMP I)RI1RY IIDEO VEHICLE DEFECTION CAMERA SYSTEM TO MONITOR THE EOUTHBDUND APPROACII UNDER THE DIRECTION OF WSD DT I TRAFFIC MALI I ENAN CE DEPARIMINT REPRESENTATlI/E AND PER SPECIAL PROVISIONS. GENE RAL NOTES 1. ALL IVOR( SHALL BE IN ACCORDANCE W1111 THE WSDO f/AP WA STANDARD PLANS, STANDARD SPECIFICATIONS, PUBIT SOUND ENERGY (PSE) BUIDEUNEE, CIITY OF IM(VALA STANDARDS AND THESE PLANS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL CDNTACT POWER COMPANY REPRELENTAf1I'E (1-88B—CAIPSE, NEW CUSTOMER CDIISTRUCTON) FOR ALL REQUIRED CODIRDINATION WITH PUGET BDUND ENERGY. 3. THE CONTRACTOR SHALL CONTACT POWER COMPANY REPRESENTATIVE SIEPH EN BYERS AT (106) 684-6637 FOR ALL REQUIRED CDORDINAf10N IM FH SEATTLE C16Y LIGHT. 4. THE CONTRACTOR SHALL CONTACT ROBIN TISCHMAK AT ;206) 131-2165 FOR ALL REQUIRED COORDINATION WITH THE CITY OF TU ([MLA I RAFFIC OPERATIONS 8110 MAINIENANCE DEPAR WENT. 5. CONTRACTOR SHALL CONTACT RICH LOUCI(S AT (106) 142-1110 FOR ALL REQUIRED C DORDINA TION WITH WSDOT TRA FI C SIGNAL MAINIENANCE D PARTMEEI T. 6. THE LDCATION OF AIL FEATURES TO BE INSTATED BY THE CONITRACTOR SHALL BE VERIFIID IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 7. CONDUIT LOCATION IS SHOWN FOR RTER NCE ONLY. CONRACTDIR SHALL INSTILL ILLUMINATION CONDUIT 111 THE JOINT UTILITY TR NCH [SEE UOINT UTUIIY PLANS FOR DETAILS) AND SHALL PACE CONDUIT IN PANTER STRIPS AND NEW ISEDIWALKE ONLY AT LOCATIONS WHERE USE DF JOINT UTILITY TRENCH 16 NOT PRACTICAL 8. NUMBER OF CDIIDUIT BENDS BETWEEN PULL PO11116 SHALL NOT BE IIDERE THAN THE EQUIVALENT OF FOUR MUTTER BENDS :360 DEGREES TOTAL). IF NUENEER DF BNDS EXCEEDS 36D DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL UUNCf10N BOXES, AS REQUIRID. 9. ALL NEW JUNCTION BOXES INSTALLED IN I5IDEWAJ(S SHALL HAVE ZION—SKID LIDS. 16. EXISTII1B OR (HIGHER ILLUMINATION LEVELS SHALL BE MAINTAINED BY USING LXIEf1NG OR TTEINPDIlARY ILLUIIINAT1DI1 UNTIL THE IIIN SYSTEM IS DPERAf10NAL THE CONIRACT)R IS ALSD REIPONSIBILE FOR MAINTAINING 10' CLEARANCE 10111 AROUND E6STING AERIAL PRIMARY POWER LIIIIS DURING THE CONSTRUCTION. COORDINATE WORK WITH ICL 11. FOR ONE—UNE CIRCUIT DIA17611116 SEE I3HEET 72. 11. LOCATION DI' LUMINAIRE FOUNDATION SHALL BE PER LUIIINAIRE FOUNDRf1ON DETULS, SHIT 172, EXCPT RS NOIED ON THE PLANE. WIRE NINES ® CONDUIT SIZE CONDUCT)RS CDINME111S 1 2" BASE SP URE F AR FU URE FIBER OPTC/ILLUM WIRING 2 2" 2—#6 (ILL) 56.9' I2 3 IX 0" 35' EMPTY (REMOVE fl( UNUSED WIRING) 4 [X 1.25" 2 EMPTY 5 2" 2-14 (111) 35' 6 _X I" 2—#4 (ILL), 2—#6 (ILL) REMOVE iX UNUSED IVIRINB 7 3' 4-14 (ILL), 4-16 (ILL), 3-112 (PC) 12' 8 2" 3-12/0 (ONE IS GROUND) SERVICE PO MER SOURCE 9 4' 2—#4 (ILL), 2—#6 (ILL) 1 D 4" checked proj eng >PARE 11 2" 2-14 (ILL), 3-112 (PC) 12 2" 2—#6 (IRR) projdir NOTES: ALL NEW PVC CDIIDUITS CONTAINING CONDUCTORS SWILL CON11 IN GRDUIII WIRE. GROUND WIRE SIEE SHALL MATCH THE LARGEST CONDUCTDR (MIN v8 AWG OR AS NOTED OTHERWISE IN THE WIRE NOSES). SPARE/EMP6Y CONDUIT SHALL BE MARKED RS "CITY OF TU(IMLA" AND SHALL CONTAIN DETECTABLE PULL TAPE. 2. ALL CONDUIT SHILL BE RIGID PVC SCH TO, EXCEPT FDIR ROADWAY CROSSINGS USE (RIGID PVC SCH 8D. 1. FUR' DEA i vvAT 16 61) INIrERURB 4N AVE B FO 50 n SD 5D P — FD FQ 12 13 1 8 ,s ,`ss 1 s s s a 8 8 s 0 JB 0 6 10 26 TO SC sLE IN FEET 110 R/IN LUMINAIRE SC HE )ULE (ELECTRICAL SER ACE CABINET "S1", LOCAIED PER PANEL SCHEDULE 191EET 72) I4 LUMINAIRE # STATION OFSEET LUMINAIRE TYPE LUMIIIRIRE 1116A MOUNTING HEIGHT BASE CIRCUIT # COMMENTS 1 INTERURBAN AVE S, STA 11+63 56.9' I2 COBRA 110 LED, EFOW, TYPE 6, 53DmA 12' 35' BREA(RIVAY 1 2 INTERURBAN AVE S, STA 12+63 51.5' L COBRA 110 LED, EFOW, TYPE 6, 53DmA 14' 35' BREA(IIIVAY 2 3 INTERURBAN AVE S, STA 13+14 36.5' L COBRA 110 LED, EPOW, TYPE 1, 53DmA 12' 35' BREA(RIVAY 2 1 0 lit i CD VBTRIJCIfIIDN VOTES Oj CONS RUCT ROADWAY LUMINAIRE POLE FOUNDATION. PROVIDE AND INSTALL ROADWAY LUMINAIRE POLE, TRUSS ARIA, LUMINRIRE, CONDUIT, WIRING AND ALL ASSOCIATED EQUIPMENT. FDIC DETAILS SEE THE CITY OF IIUKWIA SID SHEET IRS -10, LUMINAIRE SCHEDULE THIS I3HEET AND [JUNCTION BOL( / LUMINAIRE POLE WIRING DETAIL SHEET 172. SEE SPECIAL PRO ASIONS. O REINOVE=XISTING LUMINAIRE POLE, LUMINAIRE AND ALL ABSDCIAITED JUNCTII)N BOX/IMRING/EKJIPMENT. CAP AND ABRIIDON EXISTING UNUSED CI)NDUIT. SALVAGE POLE AND LUMINAIRE PER SPECIAL PROASION6. GRIND DDIVN EKIBTNG FOUNDATION 1' BELOW PROPOSED GRADE. BACKFILL AND COMPACT PER SPECIAL PROVISIONS. © REMOVE EXISTING UNUSED WIRING BETWEEN THE POILE AND WSDOT MRINTAINED ELECTRICAL SER VICE CABINET LOCATED AT SE CORNER OF INTERURBAN AVENUE 1 AND FORT DINT WAY (CODRDINAIE WOR( WITH WSDOT TRAFFIC MAINTENANCE DEPARTMENT RPRESNTARVE) AND CAP AND ABANDON EXISTING UNUSED CONDUIT. INSTALL IIEN WIRIIIB AND CONDUIT, AS SHOWN ON THIS PLAN, TO CONNECT LUMINIURE f0 NEW ELECTRICAL SERVICE CABINET (SEE ILLUININAT1011 SHEET Int FDR SEIRVICE CABINET "S1" PANEL SCHEDULE). • EXISITING SI DIAL POLE MDUNTED LUMIIIRIRE TO REMAIN. © INSTALL TYPE 6 VEHICLE INDUCTION LOOP PER WSDOT STD PLANS J-50.12 [UID II -5D.16. SPUCE-111 NEW [TWISTED PAIR LOOP VARIIIB TO EXIST1IIB 2CE CABLE SERVICING EXISTING RIGHT TURN VEHICLE MOVEMENT. COORDIIIIITE WDRK VAN WSDOT TRAFFIC C MAINTENANCE DPAE2IMENT REPRESENTATIVE. © REMOVE EXISTING VEHICLE INDUCTION LOOP WIRING TO JUNCTION BOX IGPUCE AND INSTALL TYPE B VEHICLE INDUCTION LOOP PER NSDOT STD PLANS J-50.12 AND J -5D.15. SPUCE—IN IIEW IRWISTED PAIR LOOP YARN B TO EXISTING 2CS CABLES. COORDINATE SNORE( WITH WSDOT RAFF1C MAINTEI[A110E DEPARTMENT I6EPREBENTAIDI1E. 0 REMOVE EXISTING VEHICLE INDUCTION LOOP WIRING TO (UNCTION BOX SPLICE. © DISCONNECT EXISTING LODI' WIRING SPUCE AND SPLICE NEN IIWISIED PAIR VEHICLE DEIECRON LOOP WIRING TO EXISTING LEAD—IN CABILES IN THE PRESENCE OF THE ENGINEER. OB EXISTIIIB FLASHING BEACON, POLE AND SIGN TO REMRIN. PROTECT EXISTING [MIRING DURIN B CONS TRUCTI DI1. 10 EXIEND EXISTING STUB—OUT PER WSDOT STD PLAN 1-50.15 TO NEW CURB LDCATDII. 11 ADUUST EXISTING IIUNC TION 13011 TO MATCH IIEW GRADE. 12 INTERCEPT EXISTING CONDUIT AND INSTALL TYPE 1 UUNCTIDII BOX. CAP AND ABANDON EXISTINB UNUSED CONDUIT EXTENDING I1OI2IH OF THE TRACTION BOX LOCATION. 16 LOCAIE, IXCAVAIE, INTERCEPT AND DRILIBIIT EXISTING 1-4" CDIIDUITE (CONDUIT SHALL BE ID NTIFIED BY THE I NGINEI R III THE FIELD, EXISTIN B BURIED DEPTH IS APPROXIMRIELY 5 FEET, INCASED IN CDF). FURNISH AND INSTALL 1X4 PULL VAULT (GROUT IVHEN COMPLETED). PULL VAULT SHALL BE Uf1UTY VAULT CO 144—LA (OR APPROVED EQUAL) WITH TRAFFIC BEARING COVER (COVER SHALL MATCH THE GRADE AND SHALL BE ENERR 1 D "FIBER DI'TC). CONDUIT SWEEPS SHALL IIRVE MITI 5' RADIUS. 11 LUMINAIRE FOUNDATION SHALL BE LOCATED OUTSIDE OF IiIDEINAJ( AS SHOWN ON THE PLANE. ,,,,VII `4 a _ z /o 6\s„ /� ssos pu-s Lrc' *EN by 7539th 1venue11 Seale, Wk )8109 (206)286-1 i40 vn .kpg.com 2502JelfeaonAvenue (acme, W 196412 (253)627-0721 INTERURBAN AVENUE S , 63 WORKS z�EPT .. �WLATERSEWER*BU1ILONI3* desipped JCIG 6/13IEE 11)1)% ■. l�'r'' �� ^ "� ` drawn UIHL 6/13 1 0 lit i JC s/t3 checked proj eng NJD 6/13 I _I _U M I ISIA-f l Olel P L/ N ISITA 10+00 TO 15T4 1411 00 361 04361LOWN projdir scale scale AS SHOWN field bk mo no I late recisions daft DH E013 SIDEWALK SDLDERIIEBS CRIMI'ED COIJN[C11ONS, RUBBER BPLICING EECRICIIL TAPE AIJD HEAP SHRINK TUBING PER STANDARD SPECIFICATIONS JUNCTION BOX OPE PER PLAN) SIJIILL CONFDRIN TO NSDOT BTD P ANS (UD BIIALL BE LOCKING, GALVANISED IHI H NON-SKID COATING). CONTRACTOR BHALL SI'DT WEID UD TO RAME AFTER FINAL ELECTRICAL INSPEC11DII BELL END PVC BUSHING OP) CONDUIT AIJD %TRINE PER P_ANS GROUND ROD ITh ;LAMPS 2" HMA CL B OVER AY 1D" HMA CL B • 1 3-#12 TO PHOTD CELL (WHERE APPLICABLE) \" TYPICAL UIJNCTIO V BOX ILU MIN Al RE P DLE WIRING DETAIL NIPS FULL DEPTH SAWCU1; ALL SANCUTS SHALL BE VERTICAL I IND IN A S TRAIGH F UNE. SEAL ASPHALT JOINTS WITH EMULSIFIED IISPHALT EXIST ASPHALT C0I4CREITE PAVEMENT, DEP H VARIES 6" CSBC OR IiMA GRINDINGS FOR BACKFILL Si TRENCH BACKFILL NOITES ON DRAINAGE DETAILS, SHEET 7 FOR PIPE ZONE BEDDING, UBI SAND LUMINI\IRE POLE PER P_ANB AND COT BTD DET111L RS -20 POLE-BI1FE SKIRT BY TRAM B1'0 IND U BTRIES TOP DF FOUNDATION TO MATCH SID ELEVATION SURFACE RESTORATION CURB, DRIVE NAY, SIDEWALK, LANDSCAPE w a o c� r. 0I CC n o:.... Z in w M a z C op J N .- ID CONDUIT P R PLANS #10 IIWG ROME ('OLE AND BRAI3(ET CABLE 3 #12 TO PHOTOCELL (WHERE APPLICABLE) 1-118 (GROUNDI POLE BABE M H HAND HOLE ON SIDE OPPOSITE APPRDIICHING TRAFFIC SEC #1791 -SF FUSE KITS KITH FMN -5 IUSEB (OR APPR D IED EQUALI 2" PVC SCH 10 CONDUIT CONCRETE FOUNDATION PER COT STD DETAIL RS -20 FOR BIDE WA J(, DRIVEWAY, CURB IIND AlIDSCAPE CONS TR U C1101J/IIESTDIIAD DIJ, SEE ROADWAY AND LANDSCAPE PLANS VARIES 1' MI14 (WHERE APPUCABLE) TRENCH SECTION F DR ELECTRICALVC DM MUNICAI[I DN C DNDUIIi NIS EWA J( .1__I/ IlIIirNEsow, II IN CDIIDUIT PER DETAIL, THIS SHEET POLE BASE PLAIE BREAKANAY SUPPORES - PO .E -SAFE MODEL 11141 DO BY TRANSPO INDUS RIES ANCH DR BOLTS PER CDT BID DETAIL RE -2D TOP OF ANCIi0R BOLTS IOIN T FILLER BACK OF SIDEIVA1( UNE n CONCRETE FOUNDA110N PER COT BTD DETAIL RS 20 LUMINAIRE =OIJ VDATIO V DETAILS BACK DI SIDEWAJ( SIDEIVI ILK POLE BASE P_AIE CONCRETE FOUNDATION I'ER COT STD DEllIIL RS -10 (3' DIA OR 2.5' SQUARE) EI(ISTING SURFACE PROPOSED OR EXISTING TREE BACK OF POLE BABE ('LATE TD UNE UI' (NTH BACK OF BIDE WA J( NTS FiR I uEA i WAY CKT 2 2-0 ow 2, 3 (6 B 10 12 13 PA VEL SC iEDULE 15 SERVICE "Si" CICT 6 2-#1 (ILL) CICT 6 2-116 (ILL) 22 23 ® ® 29 31 33 Li I- tn 1'n a CO IT I i I VI[ERURBA N AVE S = • re M 4.4 Ire kt kt `n I to1n 6o -11--14-i6 - it 17 - - 19 21- - - S4 26 28 - 60 - BB -34 1(7).4' • la CICT1 T4 '''_Y -CKT 5 2-V6 (ILL) )NE -LI VE CIRCUIT DIAI3RAVI F-1114 (ILL) 2-#6 (ILL) SERVICE # LOCATION: INTERURBAN AVA S, API'ROX 5 TA 30+OD, 28.5' LT Si SERVING: ILLUMINATION, E TC. VOLTAGE: 120/240 PHASE: 1 MAIN BREAK R: 1 DO AMPS WIRE: 3 CKT # LOAD DES CI IIPTION KVA (KW) RIP AMPS 3D 8 11 3D ,, \ 3D e 11 \ 3D 3 2D 1I, ° ° TRIP Milk (IC NI' LOAD DESCRIPTION CKT # AMPB ! 4 30 1 8 30 1 10 1e 10 1 15 16 10 1 ILL UMINATI D14 (1,4,5,7,6,11,11,161 2.1 2.5 ILLUMINATION (2,6,6,8,10,12,13,16,16A) 2 5 ILLUMINATI DIJ (17,19,11,11,26,E8,30,61, 24,66) 2.6 2.6 ILLUMINAFION (18,20,E2,2315,217,19,31,33, 65) 6 9 SPRITE (FUIURE ILLUMINATION) - - SPARE 1D D.5 IRRIGATI DI1 CON TRO LER 11 13 SPARE (FUTURE SIGNAL) - D.3 CONTROL 14 15 SPARE - 0.3 GF CI RECEPTACLE 16 REMARK 6: CONNECTED LOAD: 10.7 KVA 44.6 AMPS DEMAND LOAD (125%): 13.4 KVA 55.8 AMPS 11 o• 10.26" ,EFT SIDE d 20.6" RONT VIEW 19.BB" 16.DO" 1 0 o3 ti CONDUIT ENTRI\N C[ td - 1.86" 16.63" 1311SE PLAN PADLOCKABLE DRAM A TCH CYUNDER LOCK _AIDING 2 LUDS MEIIERING DIA 4E2 TEST BYPASB 00 0 SERVICE CABINET FOUNDATION NOTES: 1. MOUNT TOP SHALL BE -INISHED BY 11 CONCRETE CONTRACTOR AND SHALL MEET THE REQUIREMENTS OF BECT1ON 8-11.3 IN THE WSDOT STIUJDARD SPECT FICA (IONS. S. PACE SIUCONE SEAL BEIWEEN HE FOUNDATION AND CABINET. B. AN CIH DR BONS AIJD THEIR BI'ACING f0 BE SUPPLIED BY CABINET MANUFACTURR AND BUBMITTED TO THE ENBINEIR FOR APPROVAL 4. CONDUIT SIZES/QUANTITIES FDIi THE ELECTRICAL SER ACE CABINET SHALL BE METALLED PER THE CONTRACT P ANS, PLUS 011E 2" SPARE CAPPED OUT PABT THE FOUNDATION. 6. CON CRETE SHALL BE C ASS 6000. 6. LOCATE CONDUITS CENTRALLY WITHIN THE CABINET. 65 ANG 30,-8 SPARE (FUTURE SIGNAL) 20,- IRRIGAII DN CON TRUER 20 o RECI PTACLE 20 o SPARE 16 o C DI I ROL SRVICE SCONNECT 1 D0/2 LOCAL U flUTY EER ACE 120/EI.0 VOLT 1 PHASE 3 IMRE 0 0 0 • • • 0 ILLUMINATION (SPARE) 0 ILLUMINATI DIJ 0 ILLUMINATION ILLUITINATI DN I I I I I I I I NOTE: LOAD CURRENT FOR ALL BREI II;IRS NDT f0 EXCEED BD% OF BREAKER AMPERAGE PHOTOCELL kr TE�UTO C1 3DI'2 C1 14OV NOT f0 EI(CEED 24AMPS C2 3D1V2 J (8D% BREAKER AMPIRAGE) C3 3DIST �2 C2 14OV NOT f0 EI(CEED 24AMPS C4 SLIT F J (8D% BREAKER AMP RAGE) C5 3DIVF C3 1 1 IOV NOT f0 EI(CEED 24AMPS J (8 D% BREI 11;ER AM PI RAGE) 0 ILLUMINATION WIRING DIAGRAM SERVICE CABINET CONSTRUCTION NOTES; 1. EI(IERIOR 11(8" ALUMINUM AND INTERIOR 1 E COID R DIED STEEL E EC RIC( ILLY WELDED AND REINFORCED WHERE REQUIRED. 2. CONSTRUCTION SHALL BE N MA 3R, RAIN -TIGHT. 3. ALL NUTS, BDLTB AND SCREWS SHALL BE STAINLESS BIEEL. I I I I I I I I C4 B WV NOT f0 EI(CEED 14AMPS (8D% BREIICER AMP RAGE) C5 1SIOV NOT f0 EI(CEED 14AMPS (8D%BRE II;IR AMP RAGE) 4. NUTS BOLTS IUJD SCREWS SHALL NOT BE JI BIBLE ROM OUTSIDE DF ENCLOSURE. 5. NAMEP A1TE6 SHALL BE PR D VIDEO AS REQUIRED. 6. CONTROL MIRING HALL BE MARKED IIT BOTH ENDS BY PERMANENT WIRE MARKER B. ELECTRICAL SERVICE CABINET DETAILS NTS 3/8" DII\MEIIER PLASf1C DRAIN (DNI PER CABINETII SEE NOTE 2 SHIM f0 DLUMB #4 H D DI'S (EQUAL SPACES) 1/2" CHI IM FER 3/8" DIIIMEIIER PLASTIC DRAIN (ONE PER CABINET) REINFDI.CEMENT BAR #4 HODPI SEE NOTE 4 (T1P)-�� me ° 1'-2° HORIE J •-• 7 F u DIRECTION DF TRAFFICim io (EINFORCEMENT BAR DIAGRAM (4 PIECES) PLAN VIEW SERVICE CABINET FOUNDATION DETAILS 7. A PASTIC COVERED (WRING DIAGRAM SHALL BE ATTACHED TO MI IIISIDE OF THE FRON 1 DOOR. 8. ENCLOSURE SHALL BE FACTORY IMRED AND CONFORM TD REQUIRED NEMA STAND(\RDS AIJD SHALL BEIIIi AUL 50B LABEL 9. COLOR: IWDDIZED ALUMINUM. CnBINET DEPTH ¥T F'UB LIC WORKS DEPT_ E INEERINI 3 PSTREETG *LAIC HR e 6 EWER kBI JLLDINIG designed drawn checked proj eng proj dir 6e1BbLno by JC JC HJT ND date 6/13 6/13 6/13 6/13 IECIPQ 753 91h I venue 11 eallle, IVA98109 (206) 286-1640 Awtkpg.cam 2502 Jefferson Avenue facoma, W1 r 98402 (253) 627-01'20 1DD°% (SIU BMITTAL INTERURBAN AVENUE S ILLIJ VII NATION DETAILS AND CI RCIJIT DIAGRAM 3 no date 72 I 0 4 fila❑D 04361LL11.dwg scale AS SHOWN date 0W2013 10 N 69'3 D'30" W FORT DENT WAY GENERAL V DTEIS 1. R MOVE RLL EXIIT11J6 CONFUCTING CHANNELIZATION. 2. ALL PAVEMENT MARKINGS 6H11LL CONED IM TO THE "STATE OF WASHINGTON STANDRI1D SI'ECIFlCATION FUR ROAD, BRIDGE, AND MUNICIPAL CONS TRUCTI DN, LATEST EDITION. 3. SEE CITY OF ITUKWI A DESIGN AND CONSTRUCTION STANDARDS, STREET TYPICAL DETAILS. 4. PRISE ?YE AND PROIIECT RLL BUSINESS SIGNS. 5. FDR CHANNEUE DON LOCATED RROUND MEDIANS, SEE MIDIAN TYPICAL SECTI DN. SHT 48. MATCH EXISTING CHANNELIZAnON, TYP CH AN VELIZATION LEGEND STA 16+5B PRC, STA 16+7D 1.8' LT I� R=151.5'PT, STA 131F11 13 / 2.3' LT 8 a B S4 E 13INGLE BROK:N WHITE UNE, PER COT BID 1' .AN R6-13. E3 DOUBLE GOUT) YELLOW UNE, PER COT STD PAID RS -15. • WHIIE EDGE UNE, PER WSDOT STD PLAN M -2D.1 D -0C. 10 I3INGLE SOLID WHILE UNE, PER COT SR/ PLAN RS -15. SIGN I3C-IEDULE L u EC n 10 10 1) w IZ 0 L) I:J CE D 5 1D 20 40 60 SCALE IN FEET SIGN N0. ST11T10N )FFEET DESIDNAT10N I3IZE REM AR C6 SI 13+3B 27.0' LT "BUS STOP" RELOCAIIE SE 12+56 43.0' LT "RAMP METERED AHEAD" WITH BUNKING LI 6111 6/13 RELOCAIIE S5 13+86 36.5 LT "HOV OK"/'1-105 6" /'RIGHT ANE MUST TURN RIGHT" NA TO REMAIN S4 12+19 44.7 RT "BUS 5 TOP" checked TO IEMAIN 4�J"WI LA �9 Ns PT TB LIG' WORKS DEPT_ *EN3NEERING*ECREEQG kWIATERs bEIWER*BIU[LDINGs vs �o isoa ' by date KPIG 75391h1venueII Seal le, W498109 (806)216-1540 wwx.IFg.wm 250JetersonAvenue koala, W1,9402 (251)527-0120 INTERURBAN AVIEN UE S , 73 ed 6/13 100% 3 JBMIITTAL NA 104 . checked NJD 6/13 projeng NJD 6/13 ICHANNEI�IZATION & SIGNIN 3 PLAN SI IA 10+00 TD STA 14+00 file no 94B5CHN11.dwg projdir reale N/A field 6k no no date revisions dale D6'eo13 10 4i oau�o�o):uu e0uuueo3o',:soo3'cfete I1i�a0:2�0 ao�e:•:a04,u1200ISf}.um-•1®f9Q'AA,OQYty N 59'30'30* W 1E 16 FORT DENT WAY 15 01 Aft.,.a...18 Itik +'i►"e���±�t+�+�+moot..-.• t1 y' c . ms,ii ./ /!�•y • INTERIBAN—AVE vaoorfaft„v,aoraafaw 17 INTERURBAN AVE S � {ice •i .�iP�w 7v"��.�tr►_ '44,•4," 0 5 10 20 60 60 SCALE IN FEET C DNBTRUCIfI DN V DTES w LJ CC ID ID in LJ LJ DE CORATIVE S TAMPED IISPHAL T THIS AREA. PANTEIR AREA, INSTALL 6" TDPSOIL TYPE A AND 2" BARK MULCH, TYP. MEDIAN PLANTER AREA, INSTALL 1C" TOPSOIL -PE A AND 2 DAIlK MULCII, TYP. RESTORATION 1' ANTING AREA, SEE P .ANT SCHEDULE SHEET 88; IId6TALL 6 TOPSOIL TYPE A AND 6" BARK MULCH, TYP. SEEDED LAWN, INSTALL 2" TDPSOIL TYPE A, TYP. TREE IN ALIERRA UNIT, SEE DETAIL SHEET V. BEE SHEER' 136 F DR PLANTING SC iEDULE AND DETAILS PUBLIC VVOIRKS DEPT_ EvGINEERINI3 oSTREET6*IWAIFER*SEWER►BUILDING* designed drawn checked prof eng prof dir by CS CS E6 NA date 6/13 6/13 6/13 6/13 IliIIbtao IPG 753 11th Avenue 11 leanle, W1, 98109 (206) 286-1610 www. pg.com 2502JelTerson venue Tacoma, 77198402 (253)627 1720 11313°10 SMAT rAL INTERURBAN AVENUE S LAN DSC 4PE PLAN SITA 10+00 TID ISTN 191600 • 82 1)D4 fi1ono 0431L1 1N 1.dwg stale 1°=20' data 072)16 no date re nisi ins AI( P _ R::)P IN; ® ® Iffblingra ������3�i:=f i'�'O':loou°.ou'_O°gpui u000i�o-,O�O�C o� O`Or'O�ioOCOLQin 44. 8116 — Aida_ 4 y�A4g1. 33ft��-''`3G�ana m7a �`1��5� 4 ,,i1_�1.L`�Q Oui��o 417:7 .y0 �•�a/J��}rJflr 4701-'� �i 3 9 !495. �;. <•)hateoee i uO�i�07120241aAva ogidav�'Ur:.6:it�:tdi'UG.71.S1,:v.000O OO �. W ID + V) W LJ a O ill © Q v © v f IWHITE HORSE I3AP, & GRILL., 1, o i SOIJTHCENTLR PLAIA, 1119001 s) 76 GAS S G4TiOh 14905 ID SI) P iV POR IISk PUM? 1 12 EL t VIII bi._.mwiLail -- makTIFFv :F;ka:':\w4-7A\m:/7\w''Al-ratA:L may tii_Ra??@k�SA.3AM 2 10 e _do c~a „DQ, ®o ..-.1...........„. a4uc ! ar..... oeoe O ,.....,......c. -,,.,,,,s„,.0..,„7:. neon: rooc &ka000�)ac- aaaoe000 0o u�77a)h a.a L0000n`simmay u �u %u o�uancueoa O w I I .,. ,,. ,.—...,.�„; 5, .. r;, ;=,u.: :::,>,�.:. ,_x..f =:r;M:a•»�4;=Wra �a,.P, .;..s:,7. :::®t.::,.:: >: .alak—i `•,: Ca. etla-.o-w�.,:r, :.,,>-w __. �,,,a.. :..:� _; ,.,��,... ��,; .ea,,u;.a.: .x„s::,;..a,.-,..-.,.;w:�a:,xa.. ..�. ,mss. ,: .�.-- �:2 �v�. -�-G-,;.., ,.-.,Aik 00 v 6 b my 5®_ m �v 6 �® m o ®- m ��� 4 Al <. ��. �� e� / . - 0 , ---Th NV v� 0�1�► , A t4Pio4 `�_� 0' A"IiiMINIMEMONIF lik,mim ® ir — V:1;; Irak `� �® ®® m m 0 m Ira 4 v vo IS0STH IC1L6TER P _ASI1, 14901D 0 6 10 2D 10 SCALE IN FEET 60 LC/ N CC V) ID N V) LJ EC LE CIDNSTRUCTION VIDTEIIS DECORATIVE STAMPED ASPHALT NI6 IRREA. PLANER AREA, INSTALL 6" TOPSOIL TYPE 11/4 AND 2' BI\ItK MULCH, TYP. MEDIAN P ANITER AREA, INSTALL 12' TOPS0IL TYPE A AND B" BARK MULCH, TYP. 12ESTDRAT10N PLANTING I1/412EA, SEE PLANT SCHEDULE SHEET 88; INSTALL 1" T0I'6DIL WE A AND 1" BARK MULCH, TYP. SEEDED LI WN, IN 6 TALL 2" TOPSOIL TYPE A, TYP. INST1\LL 2" TOPSOIL TYPE A RNLI 2' BARIC MULCH IN ALL DISTURBED AREAS. TREE IN RLTERI1A UNIT, SEE DETAIL SHEET 7. SEE SHEET 815 =0R 'LANTI V 3 SCHEDULE AND DETAILS J,orti �q iy9designed ��PUS LTC V17-0 RKS DEPT_ 4 ° *ENI:7INEERING*STREEII'6'WIATER*SEWER*IBUILDINIG 1 go ets Po " 1908 , by te KPIQ 753 915 Avenue N ieahle,151198109 (206) 286-1610 WY* .kpg.coin 21102 Jellersonl\venue I ace' na, INA 98402 (253) 627-0720 INTERURBAN AVENUE S 83 CS 6/13 �000�D SU B MI r TAL drawneliCS 6/13d 104 l checked l6 6/13 proj eng IA 6/13 LAN I SS C 4 P E DLAN 151TA 19+ DD TO SI TA 29+ DD file ■O 0436LPN02.dwg proj dir scale N/A field Ik n a n 1 date revisions date o 84013 11) 1-} 111 16.3 1" 2A 117.6 1" 12 16 INTERURBAV AVE S MATCH EIDE SIA 14+v I;.I) NSIr =1110 N MOTES Oj ALL CDIITROL VALVES f0 BE LDCATED IN PLANTER ARE\. INSTALL VALVE BOX TIGHT TD EDGE OF PAVEMENT CO MAXIMIZE PLANTING RREA. LOCATION SHOWN IS DIAGRAMMATIC. 02 MAIN LINE TO BE LOCATED IN PLANER 11/4REA. LOCATIDII SHOWN IS D1116RAMM1111C. 3oINSTALL ATERAL SUPPLY UNE '0R RLFERRA/FREE GRATE EINE IFHROUGH PRECAST HOLES IN 6TI11ERRA UNI L SEE FILTERRA UNI E IRRIGATION LAYOUT DETAIL INSTALL UNE IN P ANTER ARE\. LOCATION SHOWN IS DIAGRAMMATIC. 40 1" IRRISATION METER. INSTALL POC (POINT OF CONNECTI DII) PER DETAILS, SHEETS D B AND D5. OS INSTALL (2) HUNTER WVC- )2 (2 S CATION BATTERY POWERED CDN ROLLER). 90 SLEEVE LATERAL SUPPLY UNE ROM P_AIILER TO FILFERRA UNIT, TYP. IR IS 4TION LEGE VI) SIM DL MANUFI\CIURER MODEL NO. $ RAINBIRD BUBBLER SERIES 1402 ® a ® RAINBIRD 6 SERIES VAN 1806 -SAM -PRS I& w t+ RAINBIRD 8 SERIES MPR 1806 -SAM -PRS A & RAINBIRD S RIP SERIES 1806 -SAM -PRS BS AUTOMATIC CON ROL VALVE 0 5 10 20 LO SC 4LE IN FEET 60 SEE SHEETS 194 AND 195 FOR 11RII3ATIOV SCHEDIJLE, DETAILS AND 3ENERAL VOTER Q 1J ��"'r `A ° �'+� �s �a 1908 ' N_ PUBLIC' W ORIKS DEPT. "E[�iIJINEEJINIa*STREETT'S#WAICER*SEWER'BUIL )INIG* o by dote FOG. 7539th lWenueW Beanie, WI.98101 (206)286-1140 w r.kpg.com 2502 Jefferson I oenue Tacoma, w198402 (253) 127-0720 INTERURBAN AVENUE S r 89 designed o ������o S 1 VIITT1 U AL DG 6/13 ` 10f� l checked EG 6/73 IRRIGATION PLAN UFA 1011-1)1) 110 SIFA 1911-00 filenu 04361RRO1.dwg proj eng IIA 6/13 scale N/A proj dir no Ilate re71si0115 date MIR D1B man') co r. 4B 29.7 1" 5B 3151 1 1/2" IX —iY4 "'",".)6" 4 N 1 1Y4' lY' -INTERURBAN AVE B ?4 Y4",___3/4" %4 LJ LJ CC Ln V) ID ID N N V) LJ Q L) 1B 3.0 1" EB 1" BB 34.5 1 1/2" 4 3B 5L0 1 1/E" 1168 26.6 1 V) O + Z J C_) CONBTRIJCIFIOV VIJIIEB ALL CONTROL VALVES r0 BE LOCAEED IN PLANTER AREA. INSTALL VI\LVE BOX TIGHT TO EDGE OF PAVEMEIIT r0 MAXIIUIRE PANTING ARE(\. LOCATIDII SHOWN 16 DII\ 6RAMMR TIC. MAIN UNE TO E LOCATED IN ('LANDER AREA. LOCI\fION 6HOWN IB DIAG21\MMAT1C. INSTALL LATERAL SUPPLY UNE F012 FILEERRA/TREE GRADE ZONE THI1DUBH PRECAST HOLEB IN T1LTEI2I21\ UNIT. BEE 'ILTE221\ UNIT IRRI6ATIDN LAYDUT DETAIL INSTALL UNE IN PLANTER AREA. LDCI\TTON BHOWN IS DIAG 21RINMATIC. IRRIGAIFIO N LEGEND SYMBOL MANUFACEURER MODEL IJD. 8 I2IUNBIRD BUBBLER BERIES 11[02 ®® is IRIUNBIRD 6 BERIEB VAN 1506—SAM—('IIS Mb w lb IRIUNBIRD 8 BERIEB MPR 1506—SAM—PRS A A IRI11NBIRD STRIP SERIEB 1506—SAM—PRS B AUTOMATIC CON TR DI WIVE 4 LE 2 N yy II Y/" I I. 1x II 4 y4" rtt 0 5 10 LO 40 60 SCALE IN FEET 78—_. —7:5- 1' 4 <" 1 Alsommeo MIRMMMILRMS —813- 9-36_. 1" 10B 35.1 1._t -/2" - 4 ^ lv 4 BEE B iEEIFS 911. AND 915 =0R IRRIGI4TION BCHEDULE, DI=IFAILB AND GENERAL MOLE ES 118' 33.3 1 1/2" Ki/ 1'US LIC' WORKS 1 SPT_ * ENI3INEE ICING * EREETS *Wk1TER* SEINE R*BUILIDING * designed drawn checked proj eng proj dir by EG DI EG NI \ Ilate 6/13 6/13 6/13 6/13 field bk no KPIQ 753 91h I ,venue N Sea Ie, [01198109 (206) 286-1640 M44 pg.coIn 2502 Allmon Avenue Tacoma, 0,4 98402 (253) 627-0720 100% 15U BMITTAL INTERURBAN AVENUE S IRRII3ATIDN PLAN STA IBI -00 ITO ISTiA 2911-00 f 90 1011. Eile Io 04361RR0 .dwg scale N/A no date reviIi ons date 05/1..013 N 0 N SO 1.dwg 1/9 0 v GENERAL NOTES 1. ALL MNIERIAL6 AND WORKMANSHIP 6111)LL BE IN ACCDI)DANCE WITH THE REQUIREMENTS OF THE WAOHINGTDIJ S11\EE DEPARTMENT Dr FRANSPORTATIDIJ S11)IJDARD SPECIFICATIONS FOR R00D, BRIDGE RIM MUNICIPAL CONS TRUC110N - ENGLISH DATED 2012, I\ND AMENDBEIJTS. 1. THE RETAINING IVALL, BARRIER AND PED=STRII\I! RAILING HAVE BEEN DESIGNED IN ACCDRDANCE MIH THE REQUIREMENTS OF HE IU\SHTO LRFD B1211/GE DES! DI SPE CIFICATIDNS 4H [111161) DI)TED 10017 AND INITEI)IMS THROUGH 0008. ALI 6 RUCIFURAL ELEMENTS HAVE BEEN DESIGNED IN ACCORDANCE 6ITH THE REQUIREMENTS OF LOAD I\I!D RESISTANCE -ACT DR DESIGN. SEISMIC DISH J OF THOSE STRUCITURES IAL BEEN DONE USING A PERI) GROU111 ACCELEI)R110N Dr 1.145 g. 6. RIL CAST -III -PLACE CONCREEE SHALL BE CLNSS 4)00, EXCEPT BR WILL FOR SOLDIER PILE SHAFT SHALL BE CDF IN DRY CONDI-11DH AND LEAN CONCREEE IN WET CONDII1011. k REINFDRCIIJG STEEL BARS PER I\STM A615, GRADE 60. 5. FR U C [URAL WEA THERIN G STEEL SHALL C DIJFORM 1-6 AASH TO M2 ), GRADE 5 )W. 6. LEADED SHERIT SITUS EMIL BE IJEL60I! OR NPPROVED EQUIVALENT Rill SHALL BE I)UTOMAT1CALLY END WELDED. 7. INLETS OFHERMOI SHOI8N IN THE PLANS, THE CONCREEE COVER MEASURED FR DM THE FACE OF CONCREEE TO THE FACE DF ANY REIIJFORCIIJ 6 SEEEL SHALL BE 1" MAINS F EI\Il H AND 1-1/2 INCHES AT ALL OTHER LOCAIIDIJS. 8. LAGGING: LAGGING SHALL BE PRECAST CONCRETE 61TH fc = 6000 PSI SOLDIER PILE WALL NOTES WALL WALL FYPE APPROI(IMI)TE LEN G N (F CON fROL 11 61.1 BEIlT BEGINNING 611A ENDING ETA SOLDIER PILE 475 131646.65 1811-38.10 B9. 1 11.)9 50 1'9 N1391,5 1 89.1,1 18.61 59 V B N191(11 1 13151' 11.61 29 1'1 DRILLED SHAFT: DRILLED SHAFT 018[1)VATIDIJ6 (36" DIAMETER) SHALL BE DRILLED VIMOUT L066 OF GROUND RIJD MMOUT INDANGERING PREVIDUILY )NSTI\LLLD PILED. 6DIDIER PILE: STEEL SOLDIER PILES 61JALL BE PLACID IN DRILLED Sil\FT6 EX CRVA11DM. HE SHAFT EXCI\VATTOII SHALL BE FILLED USING ME MODS [611)6 IRE R HOMOGENED IS POUR WITHOUT VOIDS. DRILLED SiAFT EXCAVI\IIONS SHALL N DT REMAIN OPEN OVERNIGHT. ALTERNATE PILES SHALL BE PLACED AND CDIBPLEIED CO THI)T AT LEAST 14 HDQRS 16 ALLOWED F012 THE CONCREIE CO SET PRIOR CO DRILLING ADIIACEIJF PILED. IAGGING: LI\GGIIJG SHALL BEINDTALLED AS 6MDIVN ON PLANS. VOIDS BEM'EEIJ LAGGING AND SOIL SHALL BE BACKFILLED WITH GRAVEL BI\CI)FILL FOR WRIL6 10 I)CCORDANCE WITH SEC 11011 11-03.11(1) OF WSDOT STANDI\RD 6PECII1CA11ONS. DRAINAGE BEHIND THE MIL MUST BE MAINTAIN :D. IT IS HE CONTRNCTOR'D RELPONSIBILI ' TO LIMIT THE AMOUNT OF EXPOSED EDIL 4ITHOUT LI\GGING CO I\VOID LOST OF SOIL. LOP :5: I\LL SLDPES SHALL BE PROTECTED PER THE RECDIIM=NDA1161)1 OF TH: CIITY [116IN::R. BOL )IER PILE GCHE )ULE PILE NUMIEII PILESILE >H11FF )IAM TEII (FT) TDP OF WALL ILEV. )Fr) PILE FOP ILEV. 1 FT) LEN STM FT) 1'1 N114i 1 B9. 1 11.)9 50 1'9 N1391,5 1 89.1,1 18.61 59 V B N191(11 1 13151' 11.61 29 1'1 N111(1,5 1 139.51 18.68 99 115 N2111'1 II 19,) 311.1 B5 11 N2 116118 II 99.61 18.61 135 11 612 15 9 11 99.61 116.51 B5 111 612 DO 8 11 89.61 15.54 135 11 612 DO 1 116.5 31.6 B5 1,1 1 612 )1( i 11 B9.5 I 14.14 135 1,11 N211(71 11 89.411 116.14 B5 1'11 61211(11 11 19.411 116.13 B5 1,11 N211(11 t BB.8I 116.81 Bi P14 W2 11(76 1 19.211 18.25 B5 P15 151 11(51 1'1 15,11' 119.18 29 1'96 9111(51 11 16.01 66.18 2D 1471 W1111(51 1 13.811 1.15.BD 2D 1'18 611111(51 1. 1;1.B 811.9 EB '19 61511(61 1. 68.81. 1, S91 IB 11E0 9111(611 1. 53.71. 141112 IB 1191 9111(511 1, 68.51 l I'.6B 18 11E2 611111(59 3 13.)1 61'.61 18 11E3 9111(51 3 93.131 37.15 18 P14 9511(511 3 19.E1' 1.1'.18 18 1'25 8111'1(511 3 16.51 1111 113 PE5 8/11'11151, 3 13.11 31'.1) 113 1'17 81111(51. 3 11.11 31'.11 28 1193 0718111, 3 18.15 31'.16 18 1116 W18101, 3 31 67 ID PBO W181(51, 3 17.55 31.116 ID PB1 918101, 3 19.89 31.18 IB 1198 81541(76 3 118.64 36.111 16 1198 15541(76 3 118.89 31.11 11 111 N211(118 8 118.83 31.1'8 4 115 612 11(111 3 118.68 31.18 4 1 15 612 11(111 8 118.63 31.16 4 118 152 11(119 B 18.68 31.111 4 113 N211(1111 3 118.13 31.15 4 116 61211(1111 3 117.91 31.4 4 P 1D W2 11(1111 8 141.91 311.11 4 P 18 W2 11(1111 3 11. [1 81.11 41 P15 W2 11(1111 3 11.14 36.111 41 1 11 1594116 B 16.11 36.111 61 P14 1594115 8 1,6.81 86.1 1 1.1 1 15 15941:85 B 16.1'1 66.1' 1 1,6 P 15 15211175 8 16.61 81.111 31 P18 1591115 8 11.61 81.51 35 P18 912 1101,1 8 36.11 85.44 44 P IB !VIII :1,5 3 36.11 B5.3) 31 PhD 15211'115 B 31.11 135.21 31 P11 IV 13115 B 36.11 85.1) 21 P112 W111125 B 36.111 65.01 21 P119 W11X15 B 31.11 64.91 211 PD) W1 1115 B 31.65 64.81 211 P11 W1112) B 31.1'9 84.71 21 P11 W1 1115 B 311.67 14.61. 21 P1.11 W1 1115 B 31.1B 14.41 211 P1B WLI)(O5 B 31.18 B4.31' 20 P1,9 W11X 15 B 31.25 14.21, 20 P15 WL1XI6 B 35.18 14.111 90 PSL W11X16 B 3,.111 34.01 50 P61 W11Xt6 B 31.81 93.51 211 N OIFE 1. SUBLTIIFU11ON6 OF PILES SHALL BE APPROVED BY THE ENGINEER. 1. PAIN F SEEEL SOLDIER PIES F12014 TOP 10 A MINIMUM 11" DEL 114 FINISHED GRADE. PRINT PER IVIDOT STD SPEC DR WEATHERING SEEEL AS I\IIFERNAITE. P UB LIC WORKS iEPT'_ E N 3I I'JEERIN G *13TREETE * WATER* SE WER i BIUIL DI NG* by designed YZL drawn IR checked DCO proj eng date 1/13 1/13 1/13 proj dir field bk 08 CIVII`T ECH 400 - 112th Ave i*E, Suite 121 1511evue, *1, 911D4 1'hone: 425.453.6433 Fax: 121.453.584B 100% ISU13MITTAIL INTEU.3A \I AV GEVOTED AND SC-IEDIJLES nD did 7 r7i'iSi DILS El fileno 16115-S01. Mil scale N/A 1118 Ii X10 BEGIN WALL WALL STA. 10+00 =„ 3 FA: 1 E+ I i.85 (31.1'5' RT) INTERURB 10-00 ANAVES 14 AP MALL' 5TA. 10+75.22 =— STA: -1 (3975' RT). WALL .STA, '10+81.32 = > FA: fi t+C I'.09 (3 3.1'S' -I t F) LUMINAIRE. WALL STA. 11+11.50 ETA: 14+57.E6 EXIST GIIBI0N NALL 1-0 BE REd0VLD. SEE-.SITE-PREPARA11ON IESC PLAN I JOIE: WAIL ALIGNMENT IS IIF WALL WORKLIIIE Ab SHOWN ON DETAIL /� S4 '---.- FRONT FACE-0E— RETAINING WALL 10 6 PC, WALL STA. 11+16.19 = _ ST -A:._14_+61.95 (38.75' RT) 'LA 0 1D 2) SCALE IN FEET SDLDIEI1 PILE RETAINING INALL = 177.81' 6)— -22r--- -- SOLDIER PILES @ 8' SPACING = 72'- o cn 4)- 3� 3DIDIER PILE TYl' 2)- 1)- P1 + d N 67 FINISH GR D JI ID AT FRONT FACE OF WALL PT" P4 1D+ -0D M w FOP DI WILL 0 N O 0 0 SOLDIER PILES @ 8' SPACING — 392'-. LUMINAIRE ON IVIILL co STA. 11+11.50 SEE DR( M w w 14 oci w BOF OF WAIL 3' MIN BELOW FINISH GROUND AT FRONT FI I CE 01- WALL - EX GROOM) AT FRONT PACE OF WALL P5 ! P1 Ph P8 P1 111 j P11 P12 P13 P14 • P 1D 5 P16.. P1- 7 P18 - P19 EL =VArI DN 5 0 10 PEO P21 0 CO M w P22 P23 PE 1 I 1 1 1 20 SCALE IN FEET M w M w P15 P26 P27 P28 PCI! 1 1210D P30 P31 P32 0 rn N P3. P UB L TC WOLRK S D !- P T_ * E NIG NEER! NG *STREETS' B WATER h SEWER*BIUILDING by Lat r designed YZL 1/1 3 drawn JR 1 /13 checked DCO 1 /13 proj eng proj dir Dell bk u0 C[ WI CFE 2H 400 — 112th I eve NE. 6uite 126 Bellevue, INA B3004 Phone: 425.453.6418 Fox: 425 416.5648 I I)O% ISUB MIITTAL \TE3AN1 AVENJ= WALL PLA \I A \ID ELEVA TI O no dote revisions S2 file no E1031-3112.Hwg scale AS SHOWN dote 5 /10 / 013 3:21:33 enV 20'-0" MAK. TYPICAL PERMANEI J r TRAFFIC BARRIE I SECTION 1/2" EX'AIJ BION 0011J f '[DE B RIAN SIDE w co THICKENDI S_AB – `– TRAFFIC BIDE PLAN 1 CI SLE: 6I' I" =1'–O" R31 EXPANSION JOINT �✓ II r TI IT T Ti I /I rI II I: 1 1L�1 L1J-IL_ 11 LIQ -ILII -LU _ILEI-1�1i-ILEI-LI _IL 11_ 11 II 11 I I1 11 1 I 11 II I I1 11JI 1 1 11 11 1 y 1 I1 11 IS I- H_[ -I� —[1- �1 -I� —[l- H—[-I� —[1Ii —li— -[H I—[ —1— —[I— I 1 I1 1 1 I 11 1 1 1 11 I1 11 1 1 11 11 I I I I I V I I 1 I 1 I ! ill l 1 V- I .! I I J1 11 1 1 1 I I I I I `I 1 I 1 I I I 1 I 1 I 1 I0 -.i- -.*-- 0.- , �,— I 7I I l�3"x3" BLOCKOJr FOR DRAINAGE 1 TYP �� St EL=I✓pJrI DN TrPICAL UNIT SECTION SCALE: 3/4" =1'–D" 2)'-1" IAAI(. \\ /*\\\%\\% ' \--- S3 B'– 1" 'ERMANEN f TRAFFIC BARRIER 12'-0" EXPAN 610N Ili- 1 103 J DINT b -4 in 6 1/2" r IRi1 #6 10 1'-1" O.C. --- 11 1 /E" T 1 T I IT I I I I I I :� I II, I I I� Ifi 1JIJJJJIJJILLIJJIJ 4-1-1711 II II I II I II 11 I 11 I Il -4-1-1 �-HI1 —fid I—[ Il--IIS-�- �I II 1 II 1 II II I 11 I 11 11 ( Il ( II I II I Il ow I1 I,' I' 1 IJJ�JJ1JJIJJJJ1 I 1 11 : l II 1 11 — —v -Il 11 —1 1 1 1 1 I I 1 I 1 1`, 1 —1 —1 1 1 1 1 1 1 17 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1111I1111111,11111111111'11111111111111111 -- -4- 3"1:3" BLOCKOUT FOR DRAINAGE TYP EIJI UNI SECTION SCALE: 3/4" =1'– I)" ELEVATION s1 1 w CD L1 I#5 IP 9" O.C. #5 0 6" 0. C. FDR END SECTION. • • NOIIE: PERIAANENT 3RRRIER SHALL BE IN ACCORDANCE WITH THE REQJIOEMENT6 OF "CA6T–IN–PLN C[ CON C. BARRIER" SPECIFIED IN WSDOT SPECIFICATION. PEDIAIJEIJT BI\IiRIER • - R3 B- E6 CON r. W/ 3'-4" MIN LAP EPLICE I@1rO.C. - CONSTRUCTIDIJ JOINT IV/ ROUGHENED SJIOI'ACE. FREE OF LAITANCE TDP OF WALKWAY • i • I Si #5 10 1'–D" 0.C. 4'-6" THICKENED SLI \B ,ER MA VENT' BA 2RIER GECIfI JN LAI' SPLICE SCALE 1/2" =1'-0" 112 I#6 I6 1'-0" 0.C. 113 I#li 10 1'–D" 0.C. J UBLIC' we ti x s DEPT_ ENGINEERING '13T REETIS * WATER K SE WER r 31 JIL DING* designed drawn checked proj eng by YZL JR DCO da; 1/13 1/13 1/13 proj dir fall Ink no CIVILIE H 400 — 112th Iwve NE, Suite 121 Bellevue. M4 93011 Phone: 125.453,641 1 Fox: 421.453.5848 100% SUBMITTAL TE3AN AVENJE TYPICAL PEV A,NEN T 3AIE (C1 3) SECTIONS D DETAILS no date r W )ns S8 Zile iu 21135-518.11411 scale AS SHOWN (late 5/10 ID _L(-4 10 20-0" MAX. PERMANEN r TRAFFIC BAR ?lER RANSITION SECTION RIB LDDP BAR lk END ADUI4CENT TO REMOVABLE BRRRIER, SEE r PDESTRIAN SIDE REMOVABLE Bid ;RI :12 "-- I 8TH1CKEND iSLAB-- 1 --- — I. r -- 0 59 TRA 'FIC SIDE 3 _AN SCREE: 3/1" =1'-0" •a( 1R31 "YPICI1/4L I'ERMANENr BARRIER -I0 EXPRN 610N ir irr r 11 - - - L1L IL if11-1- 1 IL _1'1 LL1 1 -11 11 1 -II 11 1 1 -11 1 111 1, 1 1 1 ,11 1 -11 11 11 11l 1 1 1 II 11 1 II 11 1 11 Ili_ 1 11 11 1, 1 111 I I I I I F-1 1 1 1 1 1 1 1 1 1 111111 - 4-.1-i -.4- -.4- -1.- 4-.1-i -1, -147 4-.1-i 4-.1-i -.4- 3B"ict" BLDCKOUT 'OR DRAINAGE TYP ELEVATIOliVi-j \\\ •,‘,1,\\; • TRANBITIDIJ UNIr SECIION SCAL 3/4" =1'-7" I s7 I J DINT 1/1" VARIES NOTE: FERMI :NT BIRRIER SHALL BE IN ACCO )14IJ CE Nl fld NE RE )11IREMEN TS 0"CI 1/4ST—IN—PLACE CONC. BARRIER" 31'ICHED IN WSDO SPECIFICATION. n116 1'-0" 0.C. 1 1/?" CLR ryp El#6 B" 0.C. D 6" 0.C. 'OR END SEC -11711, (OL ID ,--- PERMANENT BARIRIER ./--1-18—#6 CONT. v/ 3'-4" MN LAP SPLICE M#4 17 12" 0.C. 11 li! ,,---- CON 6TRU CTION 101111 N/ I.A1 TINCE TOI' OF INA LKWRY ,..._ / ROUCHENE ) SURFRCE. IAP 6PLI CE .-1. • .,—. If 111 #5 17 1" 0.E. r-6- PERM ANE VII' BARRIER TRA g13111 -1 )N 13ECIfIDN 11E10 ID 1.-7" 0.C. -11r1#7 17 1-7" 0.0. 6C11/4LE: 1/2" =f—D" PERMANENT BARRI :R 6 :E 1,— REMOVI \ BEE BARRI -_IR vl SEE SVVI , FOR REIN .. / 1 i/e" TYI' 1 i ,---...---' 131 'It I I 2_ e'eN 1 h , 1 I V V , -lo 3/40 1.00P BAR TYP, SE: S7 ElfAl L SCA .E: 1/1" =1'-0" PE WI kl I NT BARRI :R ENE ABIACEN r TD REMOVABLE BI ¼RRI 17 IL PEIIMAREIJT PP [1E3 L., Ic wciiis lI1E"IP TF ENGINEERING *S ER ETS *NNT kTER* 13E WER *BUILD NG* ZbyL 111/a11e3 designed Y drawn JR 1/13 checked DCO 1 /13 proj eng proj thr field bk LANIII-EcH 411 — 112th Ave E. Suite 120 lellevue, 44 91304 Pho,,e. 425.153.5 (49 Fox: (254515843 100% SIJBMITTAL \ITE. .3A\ AVE\ S DERV A TIN3IfIDN 13 6\R RIER :L.,1 D) SECTIONS AZ' DE 1- ILIS rip date 'vii is EID 26D65—S0B.dw3 scale AS SHOWN Rat!! 5 /10