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Home My WebLink AboutSEPA E01-008 - CITY OF TUKWILA - ALLENTOWN WATER & SEWER IMPROVEMENTS PHASE IIALLENTOWN WATER &SEWERSYSTEM IMPROVEMENTS PHASE 11 CITY OF TUKWILA ALLENTOWN LOCATION E01 -008 • From: Moira Bradshaw To: Mike Cusick Date: 8/13/02 2:26PM Subject: Allentown Water and Sewer Improvements Phase II Mike - I'm going to close the 2001 file and let you resubmit when you find out if you'll be able to move ahead. There is a public notice process and I don't see any reason for you to get people all excited if you aren't building in the near future. If you have some reason to move ahead now or some other critical timing issue let me know. Moira MEMORANDUM TO: File E01 -008 FROM: Alice Strand DATE: April 12, 2001 RE: Allentown Water and Sewer Improvements Phase II: on hold Do to a potential delay in the project's construction, Mike Cusick, Senior Engineer, Tukwila Public Works has requested that the application be placed on hold until further notice. Comments e • 4/10/2001 wrkprog- dustreet.xls Page 10 op CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukp1an a ci.tukwila.wa.us • SEPA ENVIRONMENTAL REVIEW APPLICATION NAME OF PROJECT/DEVELOPMENT: LOCATION OF PROJECT/DEVELOPMENT: (Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL 10 DIGIT PARCEL NUMBERS. SEE ATTACHED LIST te_a-3 Quarter: Section: Township: Range: (This information may be found on your tax statement.) DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports will be sent. Name: Address: 6300 Southcenter Bou ��rd, Suite 100, Tukwila WA 98188 7 i Michael P. Cusick, PE Phone: (206)433 -01 Signature' P:\LAURIEUNIKESEPA.DOC, 03/20/01 FAX: (206)431 -3665 FOR STAFF USE ONLY SIERRA TYPE P-SEPA Planner: File Number: E01 _ o U Application Complete (Date: ) Project File Number: Application Incomplete (Date: ) Other File Numbers: NAME OF PROJECT/DEVELOPMENT: LOCATION OF PROJECT/DEVELOPMENT: (Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL 10 DIGIT PARCEL NUMBERS. SEE ATTACHED LIST te_a-3 Quarter: Section: Township: Range: (This information may be found on your tax statement.) DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports will be sent. Name: Address: 6300 Southcenter Bou ��rd, Suite 100, Tukwila WA 98188 7 i Michael P. Cusick, PE Phone: (206)433 -01 Signature' P:\LAURIEUNIKESEPA.DOC, 03/20/01 FAX: (206)431 -3665 NOTICE OF COMPLETE APPLICATION {PRIVATE } April 3, 2001 Michael P. Cusick, PE Public Works, City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 RE: SEPA Environmental Review Application for the proposed Allentown Water and Sewer System improvements, Phase II. Dear Michael: Your SEPA application on behalf of the City of Tukwila, for the referenced project has found to be complete as of April 4, 2001 for the purposes of meeting state mandated time requirements. I have been assigned to the project. The next step is for you to install the notice board on the site within 14 days of the date of this letter. You received information on how to install the sign with your application packet. If you need another set of those instructions, you may obtain them at the Department of Community Development (DCD). Also, you must obtain a laminated copy of the Notice of Application to post on the board. This notice is also available at DCD. After installing the sign with the laminated notice, you need to return the signed Affidavit of Posting to our office, where you will then receive the Notice of Application and Site Plan. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. I will be contacting you soon to discuss this project. If you wish to speak to me sooner, feel free to call me at 206- 433 -7163. Sincerely, Alice Strand Associate Planner cc: Reviewing City Departments City of Tuk i ESA Screening Checklist City of Tukwila Endangered Species Act Screening Checklist Date: 2 1 'LC L 'Loci l Applicant Name: e t of L/t. w u 1- Street Address: / L LE ,✓ �u,V IA L LE", 'TUv N Poe r r .0e-1 of C /12)-- City, State, Zip: Telephone: 20 6 — 4/33 — 0 / 17 DIRECTIONS This Screening Checklist has been designed to evaluate the potential for your project to result in potential "take" of chinook salmon, coho salmon, or cutthroat trout as defined by Section 9 of the Endangered Species Act. The checklist includes a series of "Yes" or "No" questions about your project, organized into four parts. Starting with Part A on Page 1, read each question carefully, circle "Yes" or "No," and proceed to the next question as directed by the checklist. To answer these questions, you may need to refer to site plans, grading and drainage plans, critical areas studies, or other documents you have prepared for your project. The City will evaluate your responses to determine if "take" is indicated. January 25, 2001 1 City of Tuk41, ESA Screening Checklist Part A: Please review and answer each question carefully. Consider all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 1 -0 Will the project require any form of grading? Grading is defined as any excavating, filling, clearing, or creation of impervious surface, or any combination thereof, which alters the existing ground surface of the earth (see Tukwila Municipal Code (TMC) Chapter 18.06, Zoning Code, Page 18 -11). Please circle appropriate response. NO - Continue to Question 2 -0 (YESontinue to Question 1 -1 (Page 3) 2 -0 Will the project require any form of clearing? Clearing means the removal or causing to be removed, through either direct or indirect actions, any vegetation from a site (see Chapter 18.06, Page 18 -8). Please circle appropriate response. 4 ontinue to Question 3 -0 YES - Continue to Question 2 -1 (Page 4) 3 -0 Will the project require work, during any time of the project, below the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers or in wetlands? Ordinary high water mark is the mark that is found by examining the bed and banks of a stream and ascertaining where the presence and action of waters are so common and usual as to distinctly mark the soil from that of the abutting upland, in respect to vegetation (see TMC Chapter 18.06, Page 18 -15). Please circle appropriate response. ®Continue to Question 4 -0 YES - Continue to Question 3 -1 (Page 5) 4 -0 Will the project result in the processing or handling, storage, or treatment of hazardous substances? This does not include the proper use of fuel stored in a vehicle's fuel tank. Hazardous substances are any liquid, solid, gas, or sludge, including any material, substance, product, commodity, or waste, regardless of quantity, that exhibits the characteristics or criteria of hazardous waste as defined by Washington Administrative Code 173 -303 (see TMC Chapter 18.06, Tukwila Zoning Code, Page 18 -11). This includes fuel or other chemicals stored on -site during construction. Please circle appropriate response. ontinue to Question 5 -0 YES - Continue to Question 5 -0 5 -0 Will the project result in the withdrawal, injection, or interception of groundwater? Examples of projects that may affect groundwater include, but are not limited to: construction of a new well, change in water withdrawals from an existing well, projects involving prolonged construction dewatering, projects installing French drains or interceptor trenches, and sewer lines. For the purpose of this analysis, projects that require a geotechnical report pursuant to the requirements of TMC 18.45.060 and 18.45.080E.4, or would require a geotechnical report if not exempt under TMC 18.45.080A, should answer Yes. Please circle appropriate response. NO - ontinue to Question 6 -0 YES - Continue to Question 6 -0 January 25, 2001 2 Part A (continued) • City of Tukir ESA Screening Checklist 6 -0 Will the project involve landscaping or re- occurring outdoor maintenance that includes the regular use of fertilizers, pesticides, or herbicides? This does not include the one -time use of transplant fertilizers. Landscaping means natural vegetation such as trees, shrubs, groundcover, and other landscape materials arranged in a manner to produce an aesthetic effect appropriate for the use of the land (see TMC Chapter 18.06, Tukwila Zoning Code, Page 18- 13). For the purpose of this analysis, this includes the establishment of new lawn or grass. Please circle appropriate response. NO — hecklist Complete YES — Checklist Complete Part B: Please answer each question below for projects that include grading. Review each question carefully, considering all phases of your project including, but not limited to construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 1 -1 Will the project involve the modification of a watercourse bank or bank of the Green/Duwamish or Black Rivers between the ordinary high water mark and top of bank? This includes any projects that will require grading on any slope leading to a river or stream, but will not require work below the ordinary high water mark. Work below the ordinary high water mark is covered in Part C. Please circle appropriate response. NO ontinue to Question 1 -2 YES - Continue to Question 1 -2 1 -2 Could the construction, operation, or maintenance of the project result in sediment transport off site or increased rates of erosion and /or sedimentation in watercourses, the Green/Duwamish rivers, or the Black River? Most projects that involve grading have the potential to result in increased erosion and /or sedimentation as a result of disturbances to the soil or earth. If your project involves grading and you have not prepared a Temporary Erosion and Sedimentation Control Plan specifically designed to retain 100 percent of the runoff (including during construction) from impervious surface or disturbed soils, answer Yes to this question. If your project is normally exempt under the Tukwila Municipal Code and would not require the preparation of a Temporary Erosion and Sedimentation Control Plan, BUT may still result in erosion or sediment transport off site or beyond the work area, answer Yes to this question. Please circle appropriate response. NO - Continue to Question 1 -3 ntinue to Question 1 -3 1 -3 Will the project result in the construction of new impervious surfaces? Impervious surfaces include those hard surfaces which prevent or restrict the entry of water into the soil in the manner that such water entered the soils under natural conditions prior to development; or a hard surface area that causes water to run off the surface in greater quantity or at an increased rate of flow from the flow presented under natural conditions prior to development (see TMC Chapter 18.06, Tukwila Zoning Code, Page 18 -12). Such areas include, but are not limited to, rooftops, asphalt or concrete paving, compacted surfaces, or other surfaces that similarly affect the natural infiltration or runoff patterns existing prior to development. Please circle appropriate response. NO - Continue to Question 2 -0 (Page 2) ontinue to Question 1 -4 January 25, 2001 3 Part B (continued) • City of Tu. ESA Screening Checklist 1 -4 Will your project generate stormwater from the creation of impervious surfaces that will not be infiltrated on site? For the purpose of this analysis, infiltration includes the use of a stormwater treatment and management system intended to contain all stormwater on site by allowing it to seep into pervious surface or through other means to be introduced into the ground. If your project involves the construction of impervious surface and does not include the design of a stormwater management system specifically designed to infiltrate stormwater, answer Yes to this question. Please circle appropriate response. NO - Continue to Question 2 -0 (Page 2) YES - ontinue to Question 2 -0 (Page 2) Part C: Please review each question below for projects that include clearing. Review each question carefully, considering all phases of your project including, but not limited to construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 2 -1 Will the project involve clearing within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. NO - Continue to Question 3 -0 (Page 2) YES - Continue to Question 2 -2 2 -2 Will the project involve clearing of any trees within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? A tree is defined by TMC 18.06.845 as any self - supporting woody plant, characterized by one main trunk, with a potential diameter - breast - height of 2 inches or more and potential minimum height of 10 feet. Please circle appropriate response. NO - Continue to Question 2 -3 YES - Continue to Question 2 -3 2 -3 Will the project involve clearing of any evergreen trees from within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis evergreen means any tree that does not regularly lose all its leaves or needles in the fall. Please circle appropriate response. NO - Continue to Question 2 -4 YES - Continue to Question 2 -4 2 -4 Will the project involve clearing within 100 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. NO - Continue to Question 3 -0 (Page 1) YES - Continue to Question 2 -5 2 -5 Will the project involve clearing within 40 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. NO - Continue to Question 3 -0 (Page 2) YES - Continue to Question 3 -0 (Page 2) January 25, 2001 4 • City of Tu. ESA Screening Checklist Part D: Please review each question below for projects that include work below the ordinary high water mark of watercourses or the Duwamish /Green or Black Rivers or in wetlands. Review each question carefully, considering all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 3 -1 Will the project involve the direct alteration of the channel or bed of a watercourse, the Green/Duwamish rivers, or Black River? For the purpose of this analysis, channel means the area between the ordinary high water mark of both banks of a stream, and bed means the stream bottom substrates, typically within the normal wetted -width of a stream. This includes both temporary and permanent modifications. Please circle appropriate response. NO - Continue to Question 3 -2 YES - Continue to Question 3 -2 3 -2 Will the project involve any physical alteration to a watercourse or wetland connected to the Green/Duwamish River? For the purpose of this analysis, "connected to the river means" flowing into via a surface connection or culvert, or having other physical characteristics that allow for access by salmonids. This includes impacts to areas such as sloughs, side channels, remnant oxbows, ditches formed from channelized portions of natural watercourses or any area that may provide off channel rearing habitat for juvenile fish from the Duwamish River. This includes both temporary construction alterations and permanent modifications. Watercourses or wetlands draining to the Green/Duwamish River that have a hanging culvert, culvert with a flap gate, diversion, or any entirely man -made or artificial structure that precludes fish access should answer Yes to this question. Please circle appropriate response. NO - Continue to Question 3 -3 YES - Continue to Question 3 -3 3 -3 Will the project result in the construction of a new structure or hydraulic condition that could be a barrier to salmonid passage within the watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, a barrier means any artificial or human modified structure or hydraulic condition that inhibits the natural upstream or downstream movement of salmonids, including both juveniles and adults. Please circle appropriate response. NO - Continue to Question 3 -4 YES - Continue to Question 3 -4 3 -4 Will the project involve a temporary or permanent change in the cross - sectional area of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, the cross - sectional area is defined as a profile taken from the ordinary high water mark on the right bank to the ordinary high water mark on the left bank. Please circle appropriate response. NO - Continue to Question 3 -5 YES - Continue to Question 3 -5 3 -5 Will the project require the removal of debris from within the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, debris includes, but is not limited to fallen trees, logs, shrubs, rocks, piles, rip -rap, submerged metal, and broken concrete or other building materials. Projects that would require debris removal from a watercourse or the Green/Duwamish or Black Rivers as part of a maintenance activity should answer Yes to this question. Please circle appropriate response. NO - Continue to Question 3 -6 YES - Continue to Question 3 -6 January 25, 2001 5 Part D (continued) City of Tull ESA Screening Checklist 3 -6 Will the project result in impacts to watercourses or wetlands that have a surface connection to another watercourse or the Green/Duwamish or Black Rivers but do not contain habitat conditions that support salmonid use? Such areas may include, but not be limited to hillside seeps and wetlands isolated from the watercourse or river that have a surface water connection to the watercourse or river but are not assessable, nor would be assessable to salmonids under natural conditions. Wetlands with a "functions and values" rating for baseflow /groundwater support of 9 and above (or moderate) as described in Cooke (1996) should be included. Please circle appropriate response. NO - Continue to Question 3 -7 YES - Continue to Question 3 -7 3 -7 Will the project include the construction of artificial waterways or wetlands connected to a watercourse containing salmonids? For the purpose of this analysis, the construction of artificial waterways or wetlands includes wetlands, channels, sloughs, or other habitat feature created to enhance wildlife use, particularly waterfowl use, or may be attractive to wildlife, particularly waterfowl. Please circle appropriate response. NO - Continue to Question 3 -8 YES - Continue to Question 3 -8 3 -8 Will the project include bank stabilization? For the purpose of this analysis, bank stabilization includes, but is not limited to, rip -rap, rock, log, soil, or vegetated revetments, concrete structures, or similar structures. Please circle appropriate response. NO - Continue to Question 4 -0 (Page 2) YES - Continue to Question 4 -0 (Page 2) January 25, 2001 6 • • PIN AREA PERIMETER ACRES 0003800003 873959.918 5795.963 20.063 0179000005 7924.710 382.927 0.182 0179000020 9699.066 441.503 0.223 0179000025 7074.204 403.280 0.162 0179000030 6986.211 397.588 0.160 0179000040 12844.759 470.588 0.295 0179000060 9287.009 416.573 0.213 0179000070 8396.923 398.504 0.193 0179000080 8136.500 389.904 0.187 0179000090 9113.108 400.048 0.209 0179000100 4860.560 297.460 0.112 0179000105 7499.174 349.983 0.172 0179000785 12536.201 450.724 0.288 0179000810 7046.558 341.166 0.162 0179000975 8673.299 373.425 0.199 0179000985 4992.468 299.849 0.115 0179000995 4994.664 299.892 0.115 0179001005 2501.759 250.034 0.057 0179001010 7503.090 350.062 0.172 0179001025 13068.227 461.284 0.300 0179001200 6989.498 339.573 0.160 0179001210 7480.372 349.607 0.172 0179001225 2490.263 249.805 0.057 0179001230 4996.776 299.936 0.115 0179001240 5006.380 300.128 0.115 0179001320 6049.682 321.280 0.139 0179001330 6050.739 321.314 0.139 0179001340 3036.547 261.844 0.070 0179001345 4811.677 297.000 0.110 0179001355 4289.073 286.541 0.098 0179001380 12128.913 523.168 0.278 0179001425 3013.072 260.294 0.069 0179001435 14016.264 480.416 0.322 0179001455 5030.003 300.600 0.115 0179001465 5041.968 300.840 0.116 0179001475 4040.656 282.033 0.093 0179001485 6083.049 322.456 0.140 0179001490 6081.768 322.413 0.140 0179001500 6080.385 322.367 0.140 0179001510 6079.103 322.324 0.140 0179001540 9112.209 382.411 0.209 0179001545 6076.469 322.237 0.139 0179001555 6073.268 322.127 0.139 0179001585 15146.836 502.223 0.348 0179001595 6055.628 321.586 0.139 0179001600 6051.738 321.457 0.139 0179001605 6047.710 321.324 0.139 0179001620 9064.205 381.360 0.208 • • 0179001635 8207.471 404.580 0.188 0179001660 8406.625 439.014' 0.193 0179001695 20631.601 583.439 0.474 0179001715 15137.172 502.157 0.348 0179001725 3015.855 260.589 0.069 0179001730 9023.918 380.468 0.207 0179001745 5996.444 319.621 0.138 0179001755 8965.610 379.175 0.206 0179001770 7586.148 348.840 0.174 0179001785 8266.041 389.930 0.190 0179001787 1337.081 182.315 0.031 0179001800 5989.144 356.939 0.137 0179001805 9670.657 453.733 0.222 0179001850 15017.910 591.897 0.345 0179001855 6996.436 339.899 0.161 0179001860 9998.467 399.970 0.230 0179001880 14003.124 480.053 0.321 0179001901 8303.585 382.790 0.191 0179001902 4261.747 290.141 0.098 0179001940 15283.170 538.384 0.351 0179001945 6626.351 337.441 0.152 0179001955 10280.134 410.373 0.236 0179001965 6336.683 352.397 0.145 0179001970 6589.898 362.641 0.151 0179001990 3250.601 316.840 0.075 0179001995 3290.863 321.256 0.076 0179002000 14415.003 487.421 0.331 0179002020 3552.116 343.015 0.082 0179002030 18848.199 548.746 0.433 0179002045 7601.973 404.181 0.175 0179002050 22684.730 601.169 0.521 0179002110 43763.519 914.959 1.005 0179002155 2876.634 282.421 0.066 0179002160 15736.282 511.103 0.361 0179002195 8931.956 379.986 0.205 0179002230 7544.604 351.652 0.173 0179002251 2333.155 220.360 0.054 0179002255 6734.872 385.976 0.155 0179002265 8418.441 355.773 0.193 0179002275 7115.400 396.038 0.163 0179002285 5606.307 336.389 0.129 0179002305 12560.061 451.235 0.288 0179002330 2445.892 245.819 0.056 0179002335 4898.410 296.034 0.112 0179002345 9822.967 396.460 0.226 0179002370 9858.037 397.163 0.226 0179002385 7416.352 347.822 0.170 0179002400 4952.671 298.259 0.114 0179002410 7451.559 348.747 0.171 • 0179002425' 2487.404 249.1451 0.057 0179002430 4981.312 299.358 0.114 0179002435 10849.423 606.718 0.249 0179002450 3194.725 337.448 0.073 0179002464 1652.187 209.306 0.038 0179002469 5820.787 405.156 0.134 0179002501 5355.311 311.091 0.123 0179002545 3472.904 245.383 0.080 0179002560 4401.334 276.396 0.101 0179002575 6608.117 330.584 0.152 0179002600 16377.119 525.703 0.376 0179002625 5003.834 300.196 0.115 0179002635 10129.279 404.720 0.233 0179002655 4995.913 298.863 0.115 0179002665 10217.955 405.128 0.235 0179002685 2496.394 249.521 0.057 0179002690 2609.645 251.882 0.060 0179002700 17773.610 611.997 0.408 0179002715 23355.000 637.355 0.536 0179002735 9937.916 451.609 0.228 0179002736 8500.945 410.899 0.195 0179002738 5371.023 348.904 0.123 0179002740 5364.006 343.011 0.123 0179002745 4907.552 329.697 0.113 0179002750 4961.205 324.492 0.114 0179002755 4131.909 304.696 0.095 0179002760 4347.927 302.815 0.100 0179002762 4377.219 297.621 0.100 0179002764 4294.062 290.749 0.099 0179002766 3825.394 276.851 0.088 0179002795 3478.542 265.348 0.080 0179002800 12836.737 457.011 0.295 0179002820 9104.641 389.449 0.209 0179002830 9748.760 420.278 0.224 0179002835 4887.391 344.495 0.112 0179002840 12629.537 491.014 0.290 0179002845 19062.752 621.527 0.438 0179002860 17506.059 604.289 0.402 0179002885 • 38194.086 791.444 0.877 0179002886 55242.384 990.691 1.268 0179003005 9963.510 399.269 0.229 0179003025 7481.502 349.507 0.172 0179003030 7489.001 349.700 0.172 0179003055 7494.761 349.861 0.172 0179003070 6499.926 330.002 0.149 0179003080 6003.384 320.118 0.138 0179003095 10014.407 400.295 0.230 0179003115 10027.504 400.549 0.230 0179003135 17579.131 550.894 0.404 • 0179003170' 7544.594 351.189 0.173 0179003200 7487.907 347.441 0.172 0179003210 9668.978 441.499 0.222 0179003225 400165.265 2646.420 9.187 0179003238 9849.088 397.396 0.226 0179003239 155148.716 1936.499 3.562 1023049057 474980.808 3996.817 10.904 1023049063 2281.154 244.375 0.052 1023049072 9916.011 398.593 0.228 3347400005 15680.024 522.022 0.360 3347400070 10172.612 412.820 0.234 3347400135 20900.690 688.335 0.480 3347400140 10303.881 595.210 0.237 3347400145 31221.404 760.395 0.717 3347400160 21937.322 766.522 0.504 3347400168 9748.266 442.790 0.224 3347400175 32149.855 775.873 0.738 3347400180 10819.967 621.009 0.248 3347400185 10871.412 623.587 0.250 3347400190 21897.843 707.472 0.503 3347400200 22104.256 712.633 0.507 3347400210 11129.440 636.488 0.255 3347400215 11181.186 639.070 0.257 3347400220 11232.678 641.650 0.258 3347400225 22620.327 725.534 0.519 3347400235 22826.970 730.696 0.524 3347400245 11490.680 654.550 0.264 3347400250 11541.203 656.633 0.265 3347400255 22816.988 730.785 0.524 3347400265 22261.205 716.889 0.511 3347400275 21705.213 702.991 0.498 3347400285 15659.774 648.894 0.359 3347400290 15855.923 642.355 0.364 3347400300 19907.548 663.930 0.457 3347400310 9872.403 572.729 0.227 3347400315 18939.270 634.014 0.435 3347400325 17913.343 608.384 0.411 3347400335 8571.854 508.500 0.197 3347400340 8315.285 495.683 0.191 3347400345 15860.881 557.121 0.364 3347400355 3520.415 280.993 0.081 3347400360 4300.451 294.761 0.099 3347400365 4323.104 295.882 0.099 3347400785 14495.894 629.335 0.333 3347400790 19372.234 666.933 0.445 3347400795 18323.068 658.661 0.421 3347400810 10079.439 594.831 0.231 3347400815 21033.943 679.589 0.483 3347400825 20934.648 678.776 0.481 • 3347400840 41150.725 835.232' 0.945 3347400860, 20734.317 676.809' 0.476 3347400870 10065.954 588.979 0.231 3347400875' 10061.140 588.185 0.231 3347400880 20378.605 669.973 0.468 3347400900 19654.025 663.336 0.451 3347400910 20734.284 673.601 0.476 3347400915 20534.929 672.768 0.471 3347400930 20335.308 671.909 0.467 3347400935 10620.836 597.548 0.244 3347400945 20610.299 676.559 0.473 3347400950 4156.793 302.697 0.095 3347400965 17679.774 535.874 0.406 3347400970 574380.907 4348.680 13.186 3347401330 117215.672 1732.971 2.691 3347401455 10158.837 413.984 0.233 3347401460 10250.385 416.256 0.235 3347401470 7781.780 419.681 0.179 3347401475 22598.318 749.447 0.519 3347401485 9291.013 556.795 0.213 3347401505 60943.465 4017.443 1.399 3347401515 1322.617 151.494 0.030 3347401520 1529.465 157.625 0.035 3347401605 5692.741 528.257 0.131 3347401710 1178.702 138.511 0.027 3351400005 5714.307 350.211 0.131 3351400010 7498.959 367.618 0.172 3351400011 7206.929 527.379 0.165 3351400055 9967.882 399.363 0.229 3351400075 17729.154 570.452 0.407 3351400105 18077.038 584.615 0.415 3351400135 7684.669 354.926 0.176 3351400260 9750.440 410.022 0.224 3351400270 12814.536 448.883 0.294 3351400290 5656.498 514.788 0.130 3351400295 8177.422 545.113 0.188 3351400430 21832.361 648.831 0.501 3351400475 8344.178 495.361 0.192 3351400485 4339.644 263.542 0.100 3351400505 7483.375 349.563 0.172 3351400570 3042.040 294.065 0.070 3351400575 7492.112 349.793 0.172 3351400590 5004.153 300.170 0.115 3351400600 2359.215 240.474 0.054 3351400610 3018.928 249.120 0.069 3351400620 1599.182 182.470 0.037 3351400625 3053.641 223.189 0.070 3351400635 42468.205 922.186 0.975 3351400690 10273.979 512.365 0.236 • • • 3351400700 9483.752 392.210 0.218 3351400800 4779.722 288.038 0.110 3351400815 2661.070 230.692 0.061 3351401040 13269.315 1514.384 0.305 3347401310 7662.259 396.879 0.176 3347401301 5119.331 281.369 0.118 3347401295 7358.466 455.583 0.169 3347401280 8661.975 384.252 0.199 3351400070 114562.664 1546.461 2.630 0179001250 3983.110 279.956 0.091 0179001255 3048.112 261.314 0.070 • • STATE ENVIRONMENTAL POLICY ACT ENVIRONMENTAL CHECKLIST A. BACKGROUND 1. Name of proposed project: Allentown Water and Sewer System Improvement Project — Phase II 2. Name of applicant: City of Tukwila 3. Address and phone number of applicant and contact person: Applicant Engineer City of Tukwila 6300 Southcenter Blvd., #101 Tukwila, WA 98188 Jim Morrow, P.E. Director of Public Works (206) 433 - 0179 Gray & Osborne, Inc. 701 Dexter Ave. N., #200 Seattle, WA 98109 Tim Osborne, P.E. Project Engineer (206) 284 -0860 4. Date checklist prepared: February, 2001 5. Agency requesting checklist: City of Tukwila, Washington 6. Proposed timing or schedule (including phasing, if applicable): Construction is scheduled for June of 2001 7. Plans for future additions, expansion, or further activity related to or connected with this proposal: No, this project is the final phase of the Allentown water and sewer improvements. 8. Environmental information you know about that has been prepared, or will be prepared, directly related to this proposal: As part of the design of the Phase I improvements, several random soil and/or drilling was conducted to ascertain the sub - surface conditions in an along the proposed utility route. 9. Applications that are pending for governmental approvals of other proposals directly affecting the property covered by your proposal: None 10. List any government approvals or permits that will be needed for the proposal: 1 • • The following approvals and permits shall be required and obtained from the City of Tukwila: Construction Plan approval Shoreline permit Right -of -Way Construction Permit Design Review (Lift Station) 11. Brief complete description of the proposal, including the proposed uses and the size of the project and site: The City of Tukwila intends to provide new sanitary sewer facilities, as well as replacing existing water mains within portions of the "Allentown" area of the City. The project includes construction of approximately 9,600 lineal feet of 10- inch, 8 -inch and 6 -inch water mains and related auxiliary items, to include fire hydrants, valves, services, etc. within the City owned right -of -way, commonly known as 42nd Avenue South, South 115th Street, 40th Avenue South, 44th Place South, South 122nd Street, South 124th Street, South 125th Street, 50th Place South, 51st Place South, 49th Avenue South and 50th Avenue South. The sanitary system will consist of nearly 11,000 lineal feet of 8 -inch gravity mains together with associated side sewer stubs, manholes and connections also located in the above noted streets. A lift station, located at the intersection of South 122nd Street and 5151 Place South, will be installed to pump the sewer into existing sanitary facilities. Work will also include surface restoration (in kind). See attached exhibit. 12. Location of the proposal, including street address, if any, and section, township, and range: Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. The project is located in its entirety in the corporate limits of the City of Tukwila, King County, Washington within Section 10 and 11, Township 23N, Range 4E. More specifically, in the area of the City more commonly known as "Allentown ". This area is located west of I- 5/ BNSF Burlington Northern Railroad right -of -way, east and north of the Duwamish River. Please reference the attached exhibit. B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (underline one): Flat, rolling, hilly, steep slopes, mountainous, other: b. What is the steepest slope on the site (approximate percent slope)? Approximately 4% to 5% slope in steepest areas (embankments). Generally 1% to 3% along the roadway corridors. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. The underlain soils generally found in this area consist of alluvial deposits. The alluvial deposits generally consist of loose to medium dense sands and sandy silts. Peat and/or very soft clay silts may be encountered in some areas. 2 • • d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. While previous construction in adjacent areas have indicated that clays and organic materials may be exposed during pipe installations, there is no surface evidence of "unstable soils" in the immediate vicinity. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Import material shall likely be required in trench and roadway repair /reconstruction. No net increase in fill will be provided. Unsuitable trench soils will be loaded and hauled to waste per the City approved construction contract documents. Minimal roadway grading will be required for roadway repair. f. Could erosion occur as a result of clearing, construction, or use? Erosion of cleared areas or of stockpiled materials adjacent to pipe trenches may occur during periods of wet weather throughout the construction phase. Temporary erosion control mitigation shall be contractually mandated, installed and maintained throughout the construction process. Inspection of the temporary erosion control measures shall be conducted until such a time that the construction is complete and vegetation is established. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? The proposed underground sewer /water facilities are to be located within areas which are currently covered with impervious area. After construction, all surfaces will be replaced to preconstruction conditions. At the location of the lift station, additional impervious area will be added. The additional impervious area will include the proposed building and asphalt. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: The Contractor shall employ King County's best management practices to minimize the effects of erosion. The continual use of straw bails, silt fencing, etc. shall be required during the construction process, as required by the contract. In addition, the project shall be temporarily "shut down" during times of inclement weather conditions. g. * ** 2. Air a. What types of emissions to the air would result from the proposal (i.e. dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities, if known. Normal exhaust emissions from construction equipment, both diesel and gas operated equipment, is expected during construction. Dust may be emitted during the construction of the project. A water truck shall be employed on -site as needed to control any fugitive dust problems. 3 • • b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. No c. Proposed measures to reduce or control emissions or other impacts to air, if any: The construction contract will include provisions for dust control during construction. Street cleaning/sweeping and compliance with Puget Sound Clean Air Agency shall be required by Contract. 3. Water a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site (including year -round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. The Duwamish River is located (borders) along both the westerly and southerly boundaries of the Allentown area of the City. 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. Work is to be completed, within existing City right -of -way limits, in areas adjacent to the Duwamish River. Please see attached exhibit. Work will not be completed over or in the "waters ". 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. Trench dewatering with conventional trench sump pumps (trash pumps) are anticipated due to expected groundwater seepage into the trench section during pipe construction. 5) Does the proposal lie within a 100 -year floodplain? If so, note location on the site plan. Although the proposed improvement are not located within a FEMA designated floodplain, the project is located within the Allentown Floodplain Control Zone. 4 • • 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No b. Ground: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities, if known. Dewatering is anticipated to occur due to the seepage of groundwater into the trench excavation area, during utility installation. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any; describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to. serve. None anticipated. The completion of this project should result in the reduction of environmental damage currently caused by the utilization of "failed" private septic drain fields in the area which will be abandoned, over time, as the result of connections to the permanent public sewer system being installed as a part or this project. c. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. All stormwater runoff, within the project area, will continue to be collected and channeled into the existing storm drainage system, as it currently occurs. Minor stormwater improvements are proposed to alleviate some troublesome areas. 2) Could waste materials enter ground or surface waters? If so, generally describe. No d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: Methods to minimize and mitigate construction related erosion will be provided for in the design process and further required within the contract documents. Methods will include the use of silt fencing, filter fabric and straw bales to contain the silt on -site and the placing of filter fabric over catch basins to restrict silt from entering the existing storm system. Any significant dewatering will be routed to existing roadside ditches, as may be approved by the City. 4. Plants 5 • • a. Check or circle types of vegetation found on the site: X deciduous tree: alder, maple, aspen, other X evergreen tree: fir, cedar, pine, other (not within construction limits) X shrubs (not within construction limits) X grass (not within construction limits) pasture crop or grain wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other water plants: water lily, eelgrass, milfoil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? The project will be primarily aligned within existing City -owned paved streets and graveled shoulders. The installation of the individual side sewers and the water main will likely disturb some existing roadside grassed areas. These areas will be replanted with new seed, as applicable. At the location of the lift station, minor amounts of grass will be removed to accommodate the installation of the station. c. List threatened or endangered species known to be on or near the site. None d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site; if any: At the location of the lift station, minor landscaping elements will be incorporated into the lift station site plan. The landscaping shall include small shrubs, as required/desired by the City. Grassed areas disturbed by the construction of this project shall be seeded. 5. Animals a. Underline any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, other: mammals: deer, bear, elk, beaver, other: None fish: bass, salmon, trout, herring, shellfish, other: None b. List any threatened or endangered species known to be on or near the site. None c. Is the site part of a migration route? If so, explain. No d. Proposed measures to preserve or enhance wildlife, if any: N/A 6 • • 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. The construction equipment during construction operations shall use oil, gas, and diesel fuel. The lift station is proposed to utilize electrical power to run the pumps. In addition, a diesel generator will be provided on -site when electrical power is not available. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe: No c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: The sewage lift station will utilize energy efficient pump motors as required by the Washington State Energy Code. 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. No 1) Describe special emergency services that might be required. None 2) Proposed measures to reduce or control environmental health hazards, if any: No environmental health hazards are contemplated. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment and operation, other)? The construction project may experience noise from vehicular traffic and the nearby BNRR facilities. 2) What types and levels of noise would be created by or associated with the project on a short-term or a long -term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. 7 • • Short term noise from construction equipment during the allowable working hours shall be expected during the course of construction. The operation of construction equipment shall adhere to the local noise ordinance and the normal City recognized work hours. Noise associated with the lift station will be minimal. The pumps utilize low RPM, submersible motors which will not run continuously. 3) Proposed measures to reduce or control noise impacts, if any: Working days and hours will be established by the contract limiting working hours to weekdays (non- holiday) from 7:00 A.M. to 6:00 P.M., which comply to the guidelines established by the City of Tukwila Municipal Code, (Title 8.22.160) and the City's noise ordinance number 1363. The standby diesel generator will be designed with an acoustical enclosure and other devices to reduce the impact of noise. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? A majority of the project site is currently used as a City (public) owned Street (right -of -way). Land use adjacent to the project corridor is currently zoned as residential with limited commercial/industrial areas. b. Has the site been used for agriculture? Is so, describe. No c. Describe any structures on the site. Utility poles, power poles, and utility boxes exist within the project corridor. Existing underground utilities consist of water lines, sanitary sewers, storm drainage pipes, catch basins, manholes, gas mains (high pressure) and telephone lines. d. Will any structures be demolished? If so, what? Portions of existing City -owned utilities (mostly all located underground) will be removed and wastehauled to allow for the installation of the proposed sanitary sewer and water facilities. Most of the existing facilities will be abandoned below ground, in place. e. What is the current zoning classification of the site? The project corridor is located within the City of Tukwila owned street right -of- way. The "neighborhood" is currently zoned as LDR/MIC/H. f. What is the current comprehensive plan designation of the site? City street right -of -way g. If applicable, what is the current shoreline master program designation of the site? 8 • • N/A h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No i. Approximately how many people would reside or work in the completed project? N/A j. Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts, if any: N/A 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The City's planning department shall review and approve the lift stations site plan for compatibility with adjacent property. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low- income housing. None b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low- income housing. None c. Proposed measures to reduce or control housing impacts, if any: N/A 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? The equipment for the proposed lift station will be housed within a CMU block building. The building will be approximately 12 feet tall. All other facilities, except fire hydrants will be buried. The tallest structure is a fire hydrant that will be approximately 36 inches in height (from finished grade). b. What views in the immediate vicinity would be altered or obstructed? 9 • • None c. Proposed measures to reduce or control aesthetic impacts, if any: Minor landscaping will be provided, as required, to minimize the "soften" the visual impacts. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? A floodlight mounted on a 20' utility pole and a wall mounted floodlight on the lift station building will be provided and automatically activated during night time hours. b. Could light or glare from the finished project be a safety hazard or interfere with views? No c. What existing off -site sources of light or glare may affect your proposal? None d. Proposed measures to reduce or control light and glare impacts, if any: The light will only be activated' during the night time hours. 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? Unknown. The "immediate" vicinity is a street corridor. b. Would the proposed project displace any existing recreational uses? If so, describe. No c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: N/A 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. None 10 • • b. Generally describe any,.laudmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on'or next to the site. wJ None c. Proposed measures'toxeduce or control impacts, if any: None 14. Transportation a. Identify public streets and highways.serving the site, and describe proposed access'to the existing street °system. Show on site plans, if any. The major roads thatprovide aecess to the project site include Interurban Avenue South and 42nd Avenue .South.. The project'is t� be' constructed within right -of- waykorridors previously noted. The construction contract will require the contractor to submit and acquire City ,approval of a traffic control plan. b,. Is'site currently served6byupublc transit ?` �If not, what is the approximate distance, to the nearest tran,.iestop? Yes, public transit currently serves the proposed project corridor. c. How.:many parking sp'a^ces,would the „completed project liave? How• many w,oufd the "project eliminate? No•change -in parking,would,occur. d. W,.ill'the ;proposal.require;,any, new roads, oz streets, or improvements to existing roads •or, streets riot including driveways ?' If so, generally describe (indicate whether public or private). Yes. The streets that are to be affected by the installation of the proposed utilities will,,be restored to a superior cond'ition,.i.e. overlay. e. Will the, project Use (or occur,in the imiriediate vicinity of) water, rail, or air transportation? If so; generally describe. No f. How many vehicular trips,•per day would be generated by the completed project? If known, indicate when Oak volumes would occur. g. None Proposed,measures.to..educe or control transportation impacts, if any: Atraffic control plan (construction phase) shall be completed as part of the contract documents. The plans shall besubmitted and approved by the City. The construction process shall be completed in a timely manner to minimize disturbances to thetraffic flow along-the project corridor. 15. Public Services' 1 1 • • a. Would the project result in an increased need for public services (for example, fire protection, police protection, health care, schools, other)? If so, generally describe. Yes. Additional wastewater treatment is anticipated at the METRO facilities as dwellings are anticipated to connect to the new proposed facilities. b. Proposed measures to reduce or control direct impacts on public services, if any. The contract documents will include provisions for maintaining existing utility service and local access to businesses and residents. The Contractor shall be required to locate all existing utilities and coordinate all construction activities with all affected utility companies and residents during the construction phase. 16. Utilities a. Underline utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, television cable, septic system, other. As underlined above. b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Utilities proposed for the project include the installation of new water mains and sanitary sewer lines to be owned and operated by the City. Additional electrical services will be installed for the lift station. C. SIGNATURE The above answers are true and complete to the best of my knowledge. I unde tand that he lead agency is relying on them to make its decision. Signature: Date Sub (fitted: 77Z 8/ ,/ 12 1111 11,24 NOT TO SCALE ALLENTOWN PHASE II PROJECT LOCATION TUKWILA CORPORATE LIMITS VICINITY MAP i CITY OF TUKWILA FIGURE 1 -1 VICINITY MAP Gray Sr Oaborae, InC. CONSULTING ENGINEERS maim§ II ill S II HST 1 ITY OF TUKWILA ALLENTOWN WATER AND SEWER IMPROVEMENT PROJECT - PHASE II LOCATION MAP Isom imam min NM 1 ""•r■ mom el= W N Gray 8z Osborne, Iuo. CONSULTINC ENGMEERS 1 INN 1 1 1 1 u, Nom ami 1 sal 11111 • • • ■ • • • • MEN IBM MN S 124TH ST Ism Nom Ewa 1 1 I 1 1 �© 1i ■■ LlRIIb. •10 1 LEGEND ' � G — — — — PHASE II - WATER AND SEWER IMPROVEMENT PROJECT AREA '. 1 cf.\ • City of Tukwila Steven M Mullet, Mayor Department of Public Works James E Morrow, P.E., Director Public Works Department Policy 2000 -01 Revision #1 March 3, 2000 Subject: ALLENTOWN FLOOD CONTROL ZONE Flood -prone Area Designation References: (a) Code of Federal Regulations Title 44, Chapters 59 and 60 (b) Washington Administrative Code 173 -158 (c) Revised Code of Washington, Chapter 86 (d) Flood Insurance Study, Revised November 8, 1999 (e) Allentown Drainage Plan, NOR Engineering, 1993 The above regulations assign the City with the responsibility of using the best available information to describe flood -prone areas not described in the Flood Insurance Study. Historically, portions of Allentown flooded during storm events coupled with high river events within the boundaries shown on the attached map. In 1997, the City installed a stormwater pump at 5 122nd St and 42nd Ave 5, which is operated during late fall, winter and early spring. The pump alleviated the seasonal flooding in this area, but without the pump operating correctly, the area is still subject to historical flooding. In order to protect present and future homeowners within the boundary and to allow them to qualify for flood insurance, the Public Works Director designated the area shown within the boundaries as flood - prone. Q /flood zone /PW FCZP policy 2000 -01 Revison #1 Page 1 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 433 -0179 • Fax: 206 -431 -3665 Public Works Department Policy 2000 -001 Allentown Flood Control Zone Revision #1 March 3, 2000 The Senior Stormwater Engineer determined the flood elevation using the Flood Insurance Study and the elevation of the Allentown outfall into the Duwamish /Green River. On the Flood Insurance Study map, the Allentown outfall is located between sections J and K. The flood elevation at the outfall upstream from section J was calculated as 10.4'. This is the base flood elevation for Allentown within the boundaries shown on the attached map. In general, the boundary description is : • Bounded on the north by 5. 116th 5t. • Bounded on the south by S. 122nd St. and 5. 60th St. (part) • Bounded on the east by Burlington Northern -Santa Fe • Bounded on the west by 42nd Ave. 5. (part), 49th Ave. 5 (part), 51' PI. 5. (part) and 60th PI. 5. (part) The westerly boundary includes all the lots abutting 44th Ave. 5. Approved Enclosures: Enclosure 1 Allentown Flood Boundary Map Enclosure 2 Allentown Flood Boundary Map at 49th Ave 5 Enclosure 3 Allentown Flood Boundary Map at 51st PI. 5. Q /flood zone /PW FCZP policy 2000 -01 Revison #1 Date IicitclI 3) acxc� Page 2 ALLENTOWN FLOOD CONTROL ZONE Policy 2000 -01 • NTS Enclosure 1 OmmIIIIJq tow tam tr 1+T►F , 1s k1s1.1. ,$ a Ses E,.441.ese4re. 1 sow mum u ti• fad• lt FrX IMAM ■ O gag ■ de 4d • _ 4 inIMICM 5 Ere- • Me ■ eta IQo1 1 [ Til 18 H1Yt 's .p Created Feb, 2000 Revised r TOT r -A ems.', • •• 7 ALLENTOWN FLOOD CONTROL ZONE Policy 2000 -01 NTS Enclosure 2 d0 • 13 14 •6 d°� /J 40 • W > 0 ,boy 16 Sar- 2 S0 • to 1•• 0 � 44. 4 Z •3 6, D'N. 9 43 " 43 t 4- . 3 L10 1dg 1 41 40 7 39 6 y,o °J3e voi• 37 t 9 10 0 30 • 12 13 14 31 9,5 J • 3, .• O0 °r 70 • •'il c- ;.-,ojS Created Feb, 2000 Revised Revised 2./ 50 N 4J . i 1 6. b�o,o.44 A 2 11:5'.. 4,e 4 3 t 3 0r be at • 46'9° i } } °.1l I 11 w S - - —• te0r 40 . . J ' b 1,1) 6 1110 39 • :ii . 7 - - 36 , -ii— • 8 bi111 1 ,F 1/ ' v .1 v 1-9- ?16. 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M N I. • • d ?• P ,n ALLENTOWN FLOOD CONTROL ZONE Policy 2000 -01 NT5 Enclosure 3 r) cn 0 w O 040 G •cive 400 x-c/NS `� tf, 1'H Pf Ar- Created Feb, 2000 Revised Revised .3}F 6pt �Ir�»° 8 —��[ T.1 4� '4 �0 ORD. 252 1• ' °a. °7� r' 4:a II NOT TO SCALE ALLENTOWN PHASE II PROJECT LOCATION TUKWILA CORPORATE LIMITS VICINITY MAP CITY OF TUKWILA FIGURE 1 -1 VICINITY MAP G =ray & Osborne, Inc,. CONSULTING ENGINEERS II I S 11 H ST \a 1 1 I 1 1 1 °° Imp. ski MINIM 1m oO Io, S I 1 I • • 0� p ,n ®111110\ • S • S 124TH ST I AI 1��I 1 o %� 'AA a N;:4" O o �� e A v 41 1 1 1 I mammalian's'. • e- - PHASE II - WATER AND SEWER �� IMPROVEMENT PROJ AREA '. ECT . LEGEND MY OF TUKWILA ALLENTOWN WATER AND SEWER IMPROVEMENT PROJECT - PHASE II LOCATION MAP Gmy 8z Osborne, Inc. CONSULTING ENGINEERS 0� p ,n ®111110\ • S • S 124TH ST I AI 1��I 1 o %� 'AA a N;:4" O o �� e A v 41 1 1 1 I mammalian's'. • e- - PHASE II - WATER AND SEWER �� IMPROVEMENT PROJ AREA '. ECT . LEGEND 111111110111111111111ri CITY OF TUKWILA KING COUNTY WASHINGTON ALLEN TOWN WATER AND SEWER SYSTEM IMPROVEMENTS PHASE II (CITY PROJECT No. 95 -WT 01 AND 95 -SW 02) CITY OFFICIALS PAM CARTER STEVE MULLETT MAYOR JOE H. DUFFIE DAVID FENTON JOAN HERN AN DEZ JOHN MCFARLAND JIM HAGGERTON PAMELA LINDER RICHARD SIMPSON CITY COUNCIL JIM MORROW, P.E. CITY ADMINSTRATOR DIRECTOR OF PUBLIC WORKS BRIAN SHELTON, P.E. CITY ENGINEER Gray & Osborne, Inc. mCONSULTING ENGINEERS uu, 1111011111110111111.111(10 111108130 JANE CANTU CITY CLERK PRELIMINARY IR: EN 0*tE 02/26/01 10 1219 PARA N \11XYIL* \00509\*- Px*Sr2 \0.11011 \12020.0. SCALE. 1.000.1.000 a 8, a f !� IN r I �.F �'"?`Gw"s"u:-- �a�1:Ii v.;.,,^', >�,:n 'cc6B,e• H.1` 1pr �qX CITY OF TUKWILA NNC COUNTY WASNNCTON ALLENTOWN WATER AND SEWER SYSTEM IMPROVEMENTS PHASE U VICINITY t LOCATION MAPS, ABBREVIATIONS. GENERAL NOTES, SYMBOL LEGEND AND INDEX REVISION DATE AP PD DAIS: FEB. 2001 SCALE: NOTED DRAWN: E.S.T. DESIGNED: JM.H. /PERMED: 1.2.0. Grimy 8rOeboane, Lao. CONSULTING ENGINEERS NT DOM AM. SEATTLE WOfl ClON MIM(000) I1N-OM0 • d .o DENSE TREES AND BUSIES NOT SHOW( FOR CLARITY DENSE TREES AND BUSHES NOT SHOWN FOR CLARITY 'eaaeE :371 xarrrr .3Eaeaar;.t- c, \o tq [' 111^' SU r .A1,,=. G': I'um1i mow,O1EE ' r S ;ffi^u.si. G H. {fiia `4-F5 20' HIGH PREssun i.,,fl1 8R I re..',. 11..E Tiaavtit.' �iY r. J:*4;:' t,':'.� ..�.. 0 rn ,�• :�v. V, ..a 0 0 A.i-i— R.E.— Y. -•GP' \ C — — J,,\\ AA W W 6 h 2 • 5 2 A eu 17.50 - Y LT 20' 10' 0 20' 40' � `J 4•s� COISITRUCTEON NOlil. 0 cAU1ON. POTEN1AL UTIUTY CONFLICT CONTRACTDR TO VERIFY (POTHOLE) ERUCT LOCATION AND DEPTH OF ERVING UTIITY. SEE ORDER CF ROW w THE SPEORC011044S INSTALL NEW 6' PVC SIDE SEWER FROM NEW I• SEWER PIPE TO 111E R -0-W UNE SEE DETAIL SHEET O. OJ Do NOT *AXE THIS CONNECTION UNTIL A SUCCESSFUL PURITY AND PRESSURE TEST Er 144E NEW 5115101 HAS BEEN WITNESSED Br THE 0T0 E105TNG WILIER MAIN SHALL REMAIN IN SERVICE UNTIL A SUCCESSFUL PURITY AND PRESSURE TEST OF 144E NEW 5Y5TE1 HAS BEEN *MESSED Br THE CITY, AND 111E EJ051NG WATER SERVICES HAYS BEEN TRANSFEREO TO THE NEW 5115101. 114E EXISDNG SYSTEM SMALL THEN BE ABANDONED IN PLACE 0 CONTRACTOR SHALL FURNISH AND INSTALL NEW FIE HTDRANT *55410LY PER DETAIL SHEET XX. O REMOVE AND REINSTALL E05TIN0 FIE HYDRANT ASSEMBLY PER DETAIL SHEET XX. O RECONNECT E0S0NC WATER SERVICE PER DETAIL SHEET XX. O CONTRACTOR SHALL FURNISH AND INSTALL NEW WATER SERVICE PER DETAIL SHEET XX. 0 CONNECT NEW If SEWER PIPE to 005010 SMUT MY SEWER MANNOLE. CONTRACTOR SHALL STABILIZE MANHOLE TO RESIST LATERAL LOADING 10 CONTRACTOR SHALL CONNECT NEW 5• SEWER PIPE TO ED50NG SEWER PIPE U5E FERNCO ADAPTOR AS REWIRED. R REMOVE ARID REINSTALL SIGN. FENCE OR MAIl90X AS REQUIRED. SEE SPEORCATONS. 115 110 105 100 85 I- 115 110 105 100 85 BO . 85 21.00 20.00 19.00 18000 8 I- 5-7d, 12'x8 h SHEET: 2 a: XX JOB NO.: 00530 DNB: PLANT rVla,2.a.a SCALE 1.000.1. 5 i 3 f 11 go ga N i% OD 4r• :b ti,a ^t � F"cau ° " FF'iit��''3 �� u._ �a.,sx � �� 7 r�� ' 5p'� c � " �ns4��9A!�s'>•�i t�. .tV a s S ulA3 � � A dd3.$Ck2 ti e=r�.•v'...y_. %tc E z . 4•i'li .` 1 � 1kw wwak r e 13 cc y ^.:§1 4 ,�s] •aPs�y 0 �a .wa fL 0 � £ �r R $? t1e ,B CC \ 1 P[ l PE i w 44TH PLACE 80UTN Mg g$0 an N 20' 10' 0 20' w' I-1 CON1T11UC11I11 NOM. 0 C•1T1OI POTENTIAL UTILITY CONVICT CONTRACTOR TO wary (POTHOLE) EXACT LOCATION AND DEPTH OF EXISTING UTILITY. SEE ORDER OF WORK IN 114E SPEOF1CAnONS O INSTAL NEW B' PYC SIDE SEWER FROM NEW 0. 5EMEA PIPE TO THE 0-01-0 UNE. SEE DETAIL SHEET 01. O DO NOT MAKE THIS CONNECTION tam • SUCCESSFUL PURITY AND PRESSURE 1E5T OF THE NEW 51017• HAS BEEN WITNESSED BY RE CITY. O EXISTING WAILER NAM SHALL REMAIN IN 5FANCE vat A SUCCE55NL PUNTY AND PRESSURE TEST OF 141E NEW 515101 HAS BEEN WITNESSED BY ME OM AND THE EID5TING WATER SERNCE5 HAVE BEEN 1RANSFEHID TO THE NEW SYSTEM. THE 0051140 SYSTEM SHALL THEN BE ABANDONED IN PLACE 0 CONTRACTOR SHALL FURNISH AND INSTALL NEW FIRE HYDRANT ASSEMBLY PER DETAIL SHEET 4 . O REIAOVE AND REINSTALL 60511N0 FIRE HYDRANT ASSEMBLY PER DETAIL SHEET KG O RECONNECT EXISTING WATER SERVICE PER DETAIL SHEET %IL O CCNTRACTOR 91ALL FURH191 AND INSTALL NEW WATER SERVICE PER DETAIL SHEET IO. 0 CONNECT NEW r SEWER PIPE TO E15TWG SANITARY SEWER MANHOLE C0NIRACIDR SHALL 51ABUSE MANHOLE TO RESIST LATERAL LOADING 10 CONTRACTOR SHALL CCNHECT NEW B' SEWER PPE TD DOSING SEWER PIPE USE 770160 ADAPTOR AS REWIRED. Il R010NE AND REDNSTALL SIGN. FENCE OR MAB.BOX AS RENURW. SEE SPECIFICATIONS 115 110 106 100 95 90 86 INSTINC CPOJNU 51 m 116 110 105 100 95 00 17.00 18.00 16.00 14400 6 8 8 0 c") b� I1 gg 04 Q Y• F u- 0 1 SHEET: 3 OF: XX .0416 NO.: 000.39 DWC PANT 17; G OMIE 02/26/1119 249 Pert[ 4 'ia_4=1 '91311 11 �y, .T.v i y�+� -tea ,e�wa2� f!� 2M:iYfPisa'm'tgsrs'ji. ?ryTy. V d8y�A1�4 T"�v'y*- 'fJwxCii'4�'}is l'CaySa6F,t,4'391f?@�VF • flb �tgl!}T�e� yma�� i 3� 1.'•k.� 9_ 'TAW' I ' Y''`, x1 ..1x ty�'�'Y'Sd1GEY -.0 ifli C:L1��'r��AI 's �v W W0 20' 10' 0 20' 40' � u � CONSTRUCTION NOTES, Ol CAUTION. POTDOIAL U1OJTY CONFLICT. CONTRACTOR TO VERITY (POM0E) EXACT LOCATION AND DEPTH Cr EXISTING U18JTY SEE ORDER CC WQO IN 1HE SPECIFICATIONS O INSTALL NEW 8' PVC SIDE SEWER FROM NEW O' SEWER PIPE TO DIE R -0-0 UNE SEE DETAIL SHEET XX 0 DO NOT MME MIS CONNECTION UNTIL A SUCCCSSNI PURITY AND PRESSURE TEST OF ME NEW ST >RM HAS BEEN W11NE55ED BY ME CITY. EXISTING WATER MUM SHALL REMAIN IN SEANCE UNTIL A SUCCESSFUL PURITY AND PRESSURE TEST CC THE NEW SYSTEM HAS BM RAIES:ED BY ME CITY. MD ME COSTING WATER SERVICES HAVE BM 1RANSERE0 TO ME NEW SYSTEM THE COSTING SY51D1 91011 11.04 BE ABANDONED IN PLACE. O CONTRACTOR SHALL FURNISH AND INSTALL NEW FIRE KYDRMT A51000* PER DETAIL SHEET XX. O REMOVE AND REINSTALL EXISTING FINE HYDRANT ASSEMBLY PER DETAIL SKEET MC Oi RECONNECT EXISTING WATER SEANCE PER OETM SHEET 00 O CONTRACTOR SMALL FURNISH AND INSTALL NEW WATER SERVICE PER DETAIL SHEET U. O CONNECT NEW B' SEWER PIPE TO EXISTING SANITARY SEWER MANHOLE. CONTRACTOR SHALL 5TAB5RE LIMNOE TO RESIST LATERAL LOADING. 10 CONTRACTOR SHALL CONNECT NEW B' SEWER PIPE TO COSTING SEWER PIPE USE FERNCO ADAPTOR AS REQUIRED. 0 REMOVE AND REINSTALL 904. FENCE OR MAILBOX A5 RECOPIED SEE SPECIFICATIONS. 115 110 105 100 B6„ 90 85 5 {WS• Mw.�PRESSURE DOD LP r SMER PIPE 5-O.OW EX.T (1) +e' ..., F0000 10100 SLUDGE S.ORw 500`01' 13.00 12.00 11.00 10.00 110 106 100 90 86 8 6 6 8 SHEET: 4 or: XX JOB NO.: 00504 DWG RAND 50: (0 DAIS: 02/26/01 09 10.51 PAM N \ IUIN IIA \005AW.R45E2\PINSEI\PIe1I.O*0 YNE: 1.000.1.000 SSW Na 4- 122 -11 STA 27414 - 4 LT APPROX. MN EL - 11190 LE. 07.76 - Y NW 1E, 07 00 - 6' E N O 59W Nu 4- 122 -12 STA. 26426 - S' LT SEE SHEET:4 APPROX. NY EL . 111.00 LE- 97.40 - 6' W 1E, 97.30 - 6' E 5910 N. 6 STA 30420 - 5' LT APPAL, RM EL - 111.50 I.E. 96.53 - 6'W LE. 96 43 - 6'E PUMP STATION STA. 30450 - 5' LT APPROX. RN EL . 111.0 0E- 96.27 - 6'W O • a: a 29 CITY OF TUKWILA ANO COUNTY WA90NGT01 ALLENTOWN WATER AND SEWER SYSTEM IMPROVEMENTS PHASE 11 PLAN AND PROFILE SEE SHEET 4 PENSION 051E *550 DATE: MB. 2001 SCALE: H D DRAWN: 05.7. 04(01(0: 114.H. APPROND: 1 Gray 8c OaLomnle, Ina CONSULTING ENGINEERS 101 0WYW11 MO. NOM WIZ 766 YATAL 149Wi1011 woo •(2m) 761 -7604 5.Eog SCALE. 1. 1:11 P101 K \MpIl1\ a Fa 5E KLERPE DETAIL 1M5 91[a Q �GF \ \FTC SEE SHEET 23 10' DI RD1010 2' VALVE AND SADDLE PLUG J R010K AND WASIEHAUL EXISTING PLUG 005110 *AIDRMAN MTH Y BRASS PLUG A AND THRUST BLOC.- CONNECT TO EXISTING W M 10' SOLID SLEEK (LONG PATTERN) INTERTBB DETAE HOT TO SCALE 20' 10' 0 20' 40' CMgTTRUCC'T16M NOTES. 0 CAUTOh POTENTIAL uIATY Cow= CONTRACTOR TO KRRY (P01001F) EXACT LOCATION AND DEPTH OF PIPING 011Utt. SEE OiDER O" WORK N THE SPECIFICATIONS. O INSTALL NEW 0' PK 90E SEWER FROM NEW B' SEWER PIPE TO THE R -0-0 UNE SEE DETAIL SHEET 00 NOT WANE 115 CM/1EC110N UNTIL A SUCCESSFUL PURITY AND PRESSURE TEST OF THE NEW SYSTEM HAS BEEN WITNESSED BY 114E S1Y. O POSTING WARM MAIN SHALL RELIAIN IN SEANCE UNTIL A SUCCESSFUL PURITY AND PRESSURE TEST OF 11LE NEW SYSTEM HAS BEEN W11NE55ED BY THE CITY, AND THE E3511N0 WATER SERNCE5 HAVE BEEN 0AN51ERED TO THE NEW SYSTE4. THE DOPING SYSTEM SHALL MEN BE ABANDONED IN PUCE OS CONTRACTOR SHALL FURNISH AND INSTALL NEW FIRE HYDRANT A55E1NELLY PER DETAIL SHEET /CC O RE8NOVE AND REINSTALL E%ISIBNG'FRE HYDRANT ASS00.1 PER DETAIL SHEET XX. OT RECONNECT POSTING WATER SEWAGE PER DE0AR SHEET XX O CON111ACTG 91011. FURNISH AND NSTALL NEW WATER SEANCE P01 DETAIL SHEET a. 0 CONNECT NEW 0' SEWER PIPE TO POSTING SANITARY SEWER MANHOLE. CONTRACTOR SHALL STABILIZE 4ADICLE TO RESIST LATERAL LOAONG 10 CON1RAC10R SHALL CONNECT NEW 0' SEWER PPE 10 DOSING SEWER PIPE. USE FFRNCO ADAPTOR As REQUIRED Il R010K AND REINSTALL 9541. FENCE OR MAL90% AS REQUIRED. SEE SPECIFICATIONS 120 116 110 106 100 06 90 E_ 8 fEOS14G GROUND NR Eu51 1C Ala pf+E55yPE s CAS SINAI 535 U' irarefei• S-0 0044 120 115 110 106 100 96 00 12.00 13.00 14400 8 6 SHEET: 8 or; XX JOB NO.: 0053E DWG: PLANS CONSTRUCTION NOTE& O CAUTCPS POTENTIAL /MUTT CONFLICT CONTRACTOR TO VERIFY (POTHOLE) EXACT LOCATION AND DEPTH OR 005TNG UTILITY. SEE ORDER OF W0* IN THE SDEOFICATICHS. O2 INSTALL NEW 6' PVC SIDE SEWER FROM NEW r SEWER PIPE TO THE R -0-0 UNE SEE PETAL SHEET XX. O 00 NOT MANE THIS CCNNECTON UNTIL A SUCCESSFUL PURITY AND PRESSURE TEST OF THE NEW 5YS1EM HAS BEEN WITNESSED BY THE OTY. O EXISTING WATER MAW 9HALL REMAIN 01 SEANCE UNTIL. A SUCCESSFUL PURITY AND PRESSURE TEST CF 14.E NEW SYSTEM HAS BEEN WITNESSED BY 14.E CITY, AND THE EXISING WATER SERVICES HAVE BEEN 1RANSFERED TO THE NEW SYSTEM 1)10 EXISTING snit* SHALL THEN BE ABANDONED IN PUCE. O CONTRACTOR SHALL NRNI511 AND INSTALL NEW FIRE HYDRANT ASSEMBLY PER DETAIL SHEET XX. © REMOVE AND REINSTALL COSTING FIRE NYORANT ASSEMBLY P09 DETAIL SHEET XX. OT RECONNECT COSTING WATER SEANCE PER DETAIL SHEET 00. O 00015ACTOR SHALL FURNISH AND INSTALL NEW WATER SERVICE PER DETAIL SHEET XX. OR CONNECT NEW V SEWER PPE TO EXISTING SANITARY SEWER MANHOLE. CONTRACTOR SHALL STABRRE MANHOLE TO RE95T LATEPAL LOADING 10 CONTRACTOR SHALL CONNECT NEW B" SEWER PIPE 1D EXISTING SEWER PIPE USE /TANGO ADAPTOR AS REQUIRED 0 REMOVE AND REINSTALL SIGN FENCE 0R MAEBOX AS REQUIRED SEE SPECIFICATIONS. 1i „niz.xai -ar:n n* 6187 PLACE SOUTH DENSE .1 F5 0045E TREES S 2 CO W 120 115 110 106 100 00 120 115 110 106 100 e6 00 14.00 15.00 15.00 17.00 16.00 8 SHEET 7 00 XX JOB NO. , 00539 DWG PLANO 518T PLACE SOUTH A 1- 20 10' 0 20' 40' COMYTRUCTIOM HOT!I. Ot CAU1100 POTENTIAL UTUTY CONFLICT CONTRACTOR TO VERIFY (POTHOLE) EXACT LOCARON ASO GEM 6 EXI51040 UTILITY SEE ORDER CC MIK THE SKOOCAROIS O INSTALL NEW 0' PVC SIDE SEVER FROM NEW B. SEVER PIPE TO THE R -O-W UNE SEE DETAS SHEET EC O 00 NOT MAKE 1515 CORAEC0ON UNIX A SUCCESSFUL PURITY AND PRESSURE TEST OF THE NEW SYSTEM HAS BEEN 01NE5500 BY 1NE Ott. O COSTING WATER MAN SHALL REMAIN 191 SULAM UNIX A SUCCESSFUL PURITY AND PRESSURE TEST CC THE NEW 5Y51EW HAS BEEN WTNESSED BY THE QTY. ANA THE EXISTING WATER SERVICES HAVE BEEN TRANSFERED TO THE NEW 5Y51EL, THE 0051040 515TEFA SHALL DEN BE AHIJ1OONTED W PLACE. 0 CONTRACTOR SHALL FURNISH AND INSTALL NEW FIRE HYDRANT ASSEMBLY PER DETAIL SHEET 134. O RENOVE HID REINSTALL COMING FIRE HYDRANT ASSEMBLY PER DETAIL SHEET XX. O RECONNECT 0001100 WATER 0ORWCE PER DETAIL SHEET XX. O CONTRACTOR SHALL FURNISH AND INSTALL NEW WATER SERFAGE PER DETAIL 010E1 XX 0 CONNECT NEW 0' SEVER PIPE TO COWING SANITARY SEXED MANHOLE CONTRACTOR 544ALL STABILIZE MA/440I1 TO RE5IS1 LATERAL LOADING. 10 CONTRACTOR SHALL CONNECT NEW 0' SEWER PIPE TO EXI511NG SEWER PIPE USE PERNCO ADAPTOR AS REQUIRED II REMOVE AND REINSTALL SIGN. FENCE OR MAILBOX AS REQUIRED. SEE SPECIFIC/TINE 120 115 110 106 100 96„ 90 • 01 120 115 110 105 100 06 90 16.00 19.00 20 .00 21 .00 22.00 1 8 ctl k" 14 SICET: 8 a: XX JOB 040: 00539 ODD PLANT OY ER CATE 02/Y0/0I 0004 N PA. 5 \ N11404100330 \140415E2I010NENXWO 44 SCALE 1500.1.000 0 0 00 0 0 551*1 Nea 11 STA. 24-100 - 5 RT APPROX. mu EL 114.00 l5.10700- 8 x 0 o 8EE SHEET 8EE SHEET 10 CITY OF TUKWILA MG COUNTY WASIONCTEN ALLENTOWN WATER AND SEWER SYSTEM IMPROVEMENTS PHASE 11 PLAN MW PROFILE oo eeoeo o 80 CI) 111111111611111:4W2 q"11251,68i °A gA o 9a,-,119 gg At ig ig 1301 I' ;gA,2,0ii 8 ag,EIT 200 Y,J1rtf.ig.g R OAF gq-'NT.960-1.3 414/ i8, ova g ig $46!.P2 V4e, IMP^m9g1 A ig 2Mi r§ 91. 0 8EE SHEET 8 Ha. REL4S1CH 0A1E APPO DATE: FEEL 2001 1,20' H SCALE v DRAW E.S.T. CHECKED: J.1421. APPROYCD: 1.20. SEE 8HEET 10 /r Gray eir Osborne, IMO. CONSULTING ENGINEERS 701 CORM AVENUE MOM SAM 202 SEATIIL ...gran mos • (oe) zeu-oso 8 PEA 8 8 . EN OM 02/76/01 at 01 128 120 116 110 106 100 96 1. 560 618T PLACE 80UTH 0- 27 G 20 y 20 10' 0 20• 90' I 11 COM.E#UC11011 NOTE& O CAUTION POTENTIAL UTILITY 000400T. CONTRACTOR TO VEIRFY (PONGEE) EXACT LOCATION AND DEPTH OF EYI5TNG U11UTY SEE ORDER 04 WORK IN THE SPECIFICATIONS. O INSTALL NEW 6• PVC SIDE SEMEN FRO, NEW e• SEWER PIPE TO THE 0 -0-1,/ LBIE SEE DETAIL SHEET 101 SO DO NOT JAKE 1195 0ONNECTI0 UNTIL A SUOISOM PURITY AND PRESSURE TEST OP NE NEW STEN NA5 BEEN YAMS= BY 111E CI0Y. O EOSINS WATER MAIM 94ALL REMAIN IN SERVILE UNTIL A SUCCESSFUL PURITY AND PRESSURE TEST OF THE NEW SYSTEM NAS BEEN 'WITNESSED BY THE OTC AND THE EXISTING WATER SERVICES HAVE BEEN TRANSFEREE TO THE NEW SYSTEM NE 0105TING 411419 SHALL 114EN BE ABANDONED IN PLACE. O CONTRACTOR SHALL FURNISH AND INSTALL NEW FIRE HYDRANT ASSEMBLY PER DEM. SHEET XX REMOVE AND REINSTALL EXISTING FIRE NYURANT 055ELBLY PER DETAIL SHEET XX. RECONNECT EXISTING WATER SEANCE PER DETAIL SHEET XL O CONTRACTOR SMALL FURNISH AND INSTALL NEW WATER SERVICE PER DETAIL SHEET 0. O CONNECT NEW B• SEWER PIPE TO (75100 SANITARY seem YANKEE CONTRACTOR SMALL STABIUIE MANHOLE ro RESIST LATERAL LOADING C011RACT0R SNAIL CONNECT NEW B• SEWER PIPE TO EASING SEWER ME USE PERNCO ADAPTOR AS REQUIRED. lOi REMOVE AND REINSTALL SON. FENCE OR 1.IA580% AS REOORED SEE SPEOFICAl10NS 26.00 27.00 28.00 128 120 116 110 106 100 96 21; � G a 7 6 SHEET: 10 K: XX JOB N0.: 00539 0WF PLAN9 BT: Ex 041E: 02/26/01 09 16 22 PITH It W4I11\0053911- R95E2VARHT9I710.4q SCALE: 1.000.1.000 O EI2ST 5591 No 1375 -3 STA. I7r47 - Y lr APPROX. ROA EL - 1200 LE,, 104.0 - C NW 0 SSNN No 4- 124 -0 STA 18-45 - 8' Rr APPROX.. IOM EL - 118.02 I.Ew 11:266 - C PVC E I.E. 11278 - 8' PVC N 0 55404 No 4- 124 -0 STA 20-402 - 5' LT APPROX. R4 EL - 119.70 1 E 11219 -6'8 I.E. 11219 - CE IE 11204 -CAL X SEE SHEET:.16 SEE SHEET .12 CITY OF TUKWILA 1090 COUNTY WA9018014 ALLENTOWN WATER AND SEWER SYSTEM IMPROVEMENTS PHASE 11 PLAN AND PROFILE 09 COST. S9W No. 1375 -3 3 STA. 17+47 - Y LT STAION E02A021 STA. 17450 - 5TA 8448 -1 r4OTH AVE. S. 5901 No. 4- 124-0 STA. 18485 - 6' RT 117 192 8' SEWER PPE LI SSWn No 1375-30 514 20402 - 5 LT I2 2'510 252 1S C SEWER PIPE SEE SHEET 12 REW90N DATE DATE: FEB. 2001 SCALE: i� .v DRAWN. EST. APPROVED: T.J.O. N. S Gray & Osborne, It CONSULTING ENGINEERS 71/1 [CM 110104•19310 Nam ■N¢ 200 SEATRL WA9ONiRN 284m0 126 120 116 110 105 100 95 . I L SOUTH 124TH STREET L: j 20' 10' 0 20' 40' � u CONSTRUCTION NOM. OI CAUTION: POTENTIAL UTILITY CONFUCT CONTRACTOR TO VERIFY (POTHOLE) EXACT LOCA710N AND DEPTH OF EXISTING UTILITY SEE ORDER OF WORN IN THE SPEaPCAt1ONi O PIPE TO THE R -0-9 UNE. SEE DETAIL SEWER SHEET O3 DO NOT MARE 11415 CONNECTION UNTIL A SUCCESSFUL PURITY AND PRESSURE TEST OF THE NEW SnRM HAS BEEN 111 TREE= BY 711E 07Y. © COSTING WATER MAIN SHALL REMAIN W SEANCE UNTIL A SUCCESSFUL PURITY AND PRESSURE TEST OF THE NEW Sra10M HAS BEEN WITNESSED BY THE CITY. AND THE COSTING WATER SERVICES HAVE BEEN 1RAN5FERID TO THE NEW SYSTEM. THE COSTING SYSTEM SHALL THEN BE ABANLTONED IN PLACE OS CONTRACTOR SHALL FURNISH AND INSTALL NEW FIRE HYDRANT ASSEMBLY PER DETAIL SHEET XX © REMOVE AND REINSTALL EXISTING FIRE HYDRANT ASSEMBLY PER DETAIL SHEET XX. O RECONNECT EXISTING WATER SEANCE PER DETAIL SHEET 10 ®_CONTRACTOR SHALL FURNISH AND_INSTALL.NEW WATER SERVICE PER DETAIL SHEET XX. O CONNECT NEW B' SEWER PIPE TO EXISTING SANITARY SEWER MANHOLE. CONTRACTOR SHALL STABILIZE MANHOLE TO RESIST LATERAL LOADING 10 CONTRACTOR SHALL CONNECT NEW 8- SEWER PIPE TO COSTING SEWER PIPE. USE FERNCO ADAPTOR AS REQUIRED. II REMOVE AND REINSTALL S01, FENCE CR MAILBOX AS REQUIRED SE SPECIFICATIONS. 21.00 01 22.00 23.00 24.00 SHEET: 12 on XX *CO NO.: 00539 DWG PLANI1 02/26/61 09 31 12 CA 20' 10' 0 20' 40' 11 QONSTW1C1SC6E NOTED. O CAUTION, POTENTIAL uIR1TY CONFUCT CONTRACTOR 10 %CROY (POTHOLE) EXACT LOCATION AND PEPIN OF COSTING UIXJTY SEE OROER OF WORN IN 1NE SPECIFICATIONS O INSTALL NEW 6" PVC SIX SERER FROM NEW 6" SERER PIPE TO THE R-O-W LINE SEE DETAIL SHEET XK O D0 NOT MANE TNIS CONNECTION UNTIL A SUCCESSFUL PURITY AND PRESSURE TEST OF ME NEW SYSTEM HAS BEEN VATNE55ED BY THE WTY. O 005101G WATER MANN SHALL REMAIN d SERINCE UNTIL A SUCCESSFUL PRROTY AND PRESSURE TEST OR THE NEW SYSTEM HAS BEEN WITNESSED BY THE CITY, AND ME EXISTING WATER SEANCES HAM: BEEN 1RANSTRED TO NE NEW SYSTEM. PIE COSTING SYSTEM SHALL TN06 BE ABANDONED IN RACE. O CONTRACTOR SHALL FURNISH AND INSTALL NEW FIRE HYDRANT ASSEMBLY PER DETAIL SHEET 104. © REMOVE AND REINSTALL EX1511NG FRE HYDRANT ASSEMBLY PER DETAL'SHEET XX O RECONNECT EXISTING WATER 5E1NCE PEA DETAL SHEET XX O CONTRACTOR SHAH FURNISH AND INSTALL NEW WATER SERNCE PER DETAIL SHEET XX. 0 CONNECT NEW 6" SEWER PIPE TO EXISTING SANITARY SEWER MANHOLE CONTRACTOR SHALL STABRI*0 MANHOLE 10 RESIST LATERAL LOADING 10 CONTRACTOR SHALL CONNECT NEW 6" SEWER PIPE TO EXISTING SEWER PIPE. USE PERNCO ADAPTOR AS REWIRED. It REMO.E AND REINSTALL SON. FENCE OR Y0L80X AS REQUIRED. SEE SPECIFICATIONS 125 120 115 110 106 100 96 N CO 25.00 26.00 27■00 w • 126 120 116 110 106 100 28.00 95 0 8 SHEET 13 on XX JOB NO., 00539 DWO PI-0412 61 M BY. 6M are 02/26/01 11:26.10 DAM 120 115 110 106 100 95 90 SEE SHEET 7 0 SOUTH 124TH STREET --D If 0' 0 6' STw HNC+ PRE55URE 12404 0 t, 8 A 4 SEE SHEET 8 20' 10' 0 20' 40' CONSTRUCTION NOTE. 0 CAUTION. POTENTIAL UTILITY CONFLICT. CONTRACTOR TO VERIFY (POTHOLE) EXACT LOCATION AN0 DEPTH OF COS MO UTILITY. SEE ORDER OF NOR% N 1HE SPEC/MAHON& O INSTALL NEW 6. PVC 9DE SEWER FROM NEW r SEWER PIN: 10 THE 0-0-0 UNE SEE OVAL SHEET )OL 0 DO NOT MAKE THIS CONNECTION UNTIL A SUCCESSFUL PURITY AND PRE59JRE TEST DR THE NEW SYSTEM HAS BEEN MTNESSED BY THE CRY. O EXISTING WATER MAIN SHALL REMAIN IN SERVILE UNTIL A SUCCESSFUL PURITY AND PRESSURE TEST OP ME NEW SYSTEM HAS BEEN 1MTI1ESSED BY THE CITY. AND ME EXISTING WATER SERVICES HAVE BEEN TRANSFE00 TO THE NEW SYSTEM THE COSTING SYSTEM SHALL THEN BE ABANDONED 04 PLACE O CONTRACTOR SHALL FURNISH AND INSTALL NEW FIRE HYDRANT ASSEMBLY PER DETAIL SHEET XX O REMOVE AND REINSTALL EXISTING FIRE HYDRANT ASSLIBLY PER DETAIL SHEET 00 0 RECONNECT ENSTIN0 WATER SERVILE PER DETAIL 9HEEF IOt O CONTRACTOR SHALL FURNISH AND INSTALL NEW WATER SERVICE PER DETAIL SHEET %X O9 CONNECT NEW 6' SERER PIPE TO EXISTING SANITARY SEWER HANKIE CONTRACTOR SHALL STABIUZE MMHOE TO RESIST LATERAL LOADING 10 CONTRACTOR SHALL CONNECT NEW 6' SEWER PINE TO EXISTING SPOT PIPE USE FERNGO ADAPTOR AS REQUIRED. O REMOVE AND REINSTALL 9GN. FENCE OR MAIL130% AS REQUIRED SEE 9TEC61CATION5 120 0 100 86 90 SHEET 14 a: XX JOB NO.: 00538 DWG: PLANT) 9?: 04 014: 02/26/01 00 3155 0110 0110 1(011 \005.19* R44MNEZ101 011.0q SCALE: 1.000.1.000 5901 No 4 -125 -04 STA. 9 +97 - 40 RT O 0 O O Q APPROX. RN■ a.. 110.10 1.E. 10459 - E" N I.E. IOAA9 - E" E 0 59W No. 4- 115-03 5TA 12+00 - 2 LT SEE. SHEET. i1 9 A APPROX. RIM EL . 110.0 1.E- 105.50 - E' W 1E. 10500 - E' g tV 0 0 SEE SHEET .1e 01 00 CITY OF TUKWILA 4010 COUNTY 0091001001 ALLENTOWN WATER AND SEWER SYSTEM IMPROVEMENTS PHASE 11 PLAN AND PROFILE 55M11 Na 4 -123 -04 5TA 9 +97 - 3' RT O® O o 000 O 00 0 012$ Ili ti§ pa egra'g X88 ArAga^> i8>g.aa >ofeg t§go Rye.ap 2 8 P 42° � 19 �� 2 121€ Egg :g "` g$ 4'Q RA 0 5q �e � P09.0 o ff C� 1"g li 5¢58a o f' 4q ',t2ih Q �gg A o 1Pg2 3 $ e y4 QAE 0P Fi RQ? 11 41 e ' i PP € o5 ' 43 o§ a i 48TH AVENUE SOUTH 3.110091 AND *1ST (}) -. 1091. M4I P1N D' O' 1000115? 9D00 00 1(4 IM 1F E' 5ENER PPE 203 IF E' 133E18 H1931 WOG 590110 4- 115-03 STA. 100 IF C SENVR PPE No. REASON DAZE DAIS FEB. 2001 1,20 N SCALE: 1'. 5' V 019104: E.S.T. 01E0(ED: 19.0. APPROVED: TAO. CO -4 0 S `rmay $ Oeborx o, I>oa CONSULTING ENGINEERS Al 0010 E MOM 900 20/ 1AmE 0510710n100) BY. U WIE: 01 /26 /Ol 03 35 16 Mk x: \1KYLEA\00539 20' 10' 0 20' w' CONSTRUCTION MOT!I. 17i x Ol CAUTION POTENDAL UTILITY CONFUCT. CONTRACTOR TO VERIFY (POTHOLE) EXACT LOCATION AND DEPTH W OF COMIC UTILITY SEE ORDER OF WORK 04 THE 10 SPECIFICATIONS O INSTALL NEW S. PVC SIDE SERER FROM NEW B' SEWER PIPE TO THE R -O-0 UNE SEE DETAIL SHEET 10. O PPUUPonT� PRESSURE 1101 CONNECTION THE ILNEWSYSTEM HAS BEEN TAINTSSED BY ME CITY O COSTING WATER MAN SHALL REMAIN N SEANCE UNTIL A SUCCESSFUL PURIFY AND PRESSURE TEST OF THE NEW SYSTEM HAS SEEN WITNESSED 00 TIR0 PTY. AND THE DOSING WATER SERVICES HAVE BEEN TRAINSFERED TO THE NEW SYSTEM. THE EXISTING SYSTEM SHALL THEN BE ABANDONED IN PLACE O CONTRACTOR SHALL FURNISH AND .NSTALL NEW FIRE HYDRANT ASSEMBLY PER DETAIL WEFT XX RELIOVE AND REINSTALL EXISTING PRE HYDRANT ASSEMBLY PER DETAIN SHEET XX. OT RECONNECT 0S5TINC WATER 50101E PER DETAIL SHEET XX. O CONTRACT1 STALL FURNISH AND INSTALL NEW WATER 50001E PER DETAIL SHEET TT( 0 CONNECT NEW B• SERER PIPE TO EXISTING SANITARY SEWER MANHOLE. CONTRACTOR SHALL STABILIZE MANHOLE TO RESIST LATERAL LOADING 10 CCNTRACTDR SHALL CONNECT NE0 B• SEKR PIPE TO EXISTING SEWER PIPE USE FERNCO ADAPTOR AS REQUIRED. 11 REMOVE AND MON5TA1 BON. FENCE OR MAILBOX AS REPAIRED SEE SPECIFICATIONS SOUTH 126TH STREET 125 120 116 110 106 100 96 126 120 116 110 105 100 ., 96 1000 16.00 18.00 17.00 SKET. 10 a: XX JOB 110.: 00639 DWC RAM S 04. 04 0440. 02,426/01 0030.00 oak 41111001.0 \005391/1-140.3621R410:21.161.16.0.0 0001: 1.000.1.000 0 0 0 5004II Na 4-125-01 STA. 19.60 8 .0 a t3EE SHEET :18 APPROX RIM E. - 119.60 10E5.50 - W LE... 10E160 - C E s 00 SEE SHEET 18 00 CITY OF TUKWILA KING COUNTY WAS111GTC14 ALLENTOWN WATER AND SEWER SYSTEM IMPROVEMENTS PHASE II PLAN AND PROFILE 0 a SEE SHEET 18 No. REWSICH ONE APPO DAYE FEB. 2001 O0A066 E.S.T. CHECKM APPROVED: 2.4.0. CIIIVLy 8r 08.602110, 1110. CONSULTING ENGINEERS AI LOITER AEXIL NOM AM SOO SWIM WASING717.1 MIN • (300) mo-coo / ii ;.,/. % / ': - / / �/!; /' _ __ _� :1 -,,' uE�O SIUDCl: EOR6E-• // J' / /' Lam! /', 'A // / /�/ D Y STw , SEE SHEET 14 10 E...'� I REMOVE AND WASTER I EMS1010 B*N0 FLANGE INTERTIE DETAIL NOT TO SCALE' 60TH PLACE SOUTH 10' 01 BANISH AND INSTALL I (2) - 10' • 445' BENDS (1I4 • ILO NTI THRUST BUCK (I) - 10' SOLID SLEEVE (LORI PATTERN) (I) - 10' OL PIPE (1.17/10111 AS REWIRED) (1) - 10' ADAPTOR (81.8111) _ — / 333 7 SEE SHEET 17 5 A SEE INTER0E DETAIL THIS SHEET RE010VE AND WASTEHAIA EXISTING USER X AND WATER SEWAGE. BANISH 0 INSTALL NEW WATER SEANCE D RETR BOX PER WATER SEANCE ARAN THIS SHEET. I Cr CONSTRUCTION NOTE. 0 CAUTON' P010LTAL UIUTY CONVICT. CONTRACTOR TO VERITY (POTHOLE) EXACT LOCATION AND DEPTH OE DIETING *TUT,' SEE ORDER Oi WORK N 111E SPECIFICATIONS. INSTALL PIPE NEW EE 67 -0-5 UUNNE SEE DETAIL DDETAILL SHEETBXX. O] DO NOT RAKE 1111S CONNECTION UNTIL A SUCCESSFUL PURITY AND PRESSURE TEST OF THE NEW SYSTEM HAS BEEN WTNESSED BY 114E 0TY 00m0 WATER RAN SHALL 0*1A01 81 APACE UNTIL A SUCCESSFUL PURITY AND PRESSURE TEST OF 111E NEW SY51ER NA5 BEEN EINESSED BY THIS CITY, MD NE EX011110 WATER SERVICES NAVE BEEN TRANSTERED TO 1NE NEW 5151ER. THE E1051NG SYSTEM SHALL THEN BE ABANDONED 04 PLACE O CONTRACTOR SHALL FURNISH AND INSTALL NEW FIRE HYDRANT A55E110l.1 PER DETAIL SHEET UDC O REMOVE AHD R0NST441 COSTING FIRE HYDRANT ASSEMBLY PER DEW. SHEET EC O RECONNECT EY05TNG WATER SEANCE PER DETAIL SHEET EC O CONTRACTOR SHALL FURNISH AN0 INSTALL NEW WA1ER SEANCE PER OCTAL SHEET )OC O CONNECT NEW B' SEWER PIPE TO 0051010 SANITARY SEWER MANHOLE CONTRACTOR 9IAU. STABSZE 4444419E TO RESIST LATERAL LOADING. f0 CONTRACTOR SHALL CONNECT NEW B' SEWER PIPE TO 0451010 SEWER APE. USE FERNCO ADAPTOR AS REQUIRED. 11 REM01E AND REINSTALL SIGN. FENCE CR RNLBOX AS REWIRED. SEE SPEC0114110Ni 130 126 116 110,,,,, 106 100 130 126 116 :110 100 12.00 12.00 13.00 1000 8 3 SHEET: 18 a: XX JOB NO.: 00534 DAP P40417 20' 10' 0 20' 40' COM/TRIIC71011 NOTEDI 0 CAUTION: POTENTIAL UIUTY COOIUCT C941RACT0R TO VERIFY (PO111011 EXACT LOCATION AND PEPTN OF EXISTING UIUTY SEE ORDER OF WORK M THE SPECIFIC/MONS. *5TALL NEW ST PVC 5DE SEWER FROM NEW e• SEWER PIPE TO THE R -0-W UNE SEE DETAIL SHEET X1L DO NOT MANE THIS CONNECTION UNTIL A SUCCESSFUL PURITY AM PRE551RE TEST CC THE NEw 511515* HAS BEd WITNESSED BY THE 011. O EXISTING WATER NAM SHALL REMAIN IN SEANCE UN11L A 5)CCE5080, PURITY AND PRESSURE TEST OF DIE NEW 51510* HAS BEd WITNESSED BY THE OTT. AND THE EKI5TMG wATER 5ERNCES HAVE BEEN 1RAN5TEAED TO THE NEW SYSTEM THE COSTING 51510* SHALL 114d BE ABANDONED IN PLACE. O CONTRACTOR SHALL RJRNISH AND INSTALL NEW FIRE HYDRANT ASSEMBLY PER DETAIL SHEET XX © REMOVE AND REINSTALL COSTING FRE HYDRANT ASSEMBLY PER DETAIL SHEET 01. O RECONNECT COSTING WATER SERVICE PER PETAL SHEET DC. OB CONTRACTOR 51421. FURNISH AND INSTALL NEW WATER SERVICE PER DETAIL SHEET XX. O8 CONNECT NEW IC SEWER PRE TO EXISTING SANITARY SEWER MANHOLE. CONTRACTOR SHALL STABIU2E MANHOLE TO RE55T LATERAL LOADDIG. 10 CONTRACTOR SHALL CONECT NEW C SEWER APE TO EXISTING 5E11107 PIPE USE FERNCO ADAPTOR AS REOURED 11 RENCVE AND REINSTALL 504, FENCE 51 *ARBOR AS REQUIRED. SEE SPECIFICABONS a 006/7.571 [PST. 41) �E••STIvr RO ND 8E1R0 5LUOCE EEW2 MAIN ., 557 C SEWED sarwewrm w=owasawa TMPPism.m w.sofa'mNrYr•FS'O" ws mxP��li•o. APE u 254 u1150 50010 GE M1M 004 CISr. 7 i'YdN[FR -'. W W . .. 20o V ,. y gyay'. TKRE. 200 10 - e• SE!AFF APE a88YU.a odsKR w arLoyouNuor i ArA 9,001 14.00 16.00 18.00 190 125 120 116 110 105 100 17.00 18.00 8 5 5aET, 19 or; XX JOB NQ: 00538 DWG PLAN10 /25/01 04. Q. Y PAIN N. %UCLA \005 0 00W7RUC110M MOTE& O1 CAUTION. POTENTIAL UIIJTY CONVICT. CONTRACTOR TO VER1FY (POTHOLE) EXACT LOCA110N AND DEPTH OF 0)050)10 UDUTY. SEE ORDER OF WORK IN THE SPECIFICATIONS. O INSTAU. NEW 5' PVC SIDE SEWER FROI NEW C $EWER PIPE TO TIE 11-0-W UNE. SEE DETAIL SHEET 00 O] DO NOT MAKE 110S CONNECTION UN1E. A SUCCESSFUL PURITY AND PRESSURE TEST OF 1140 NEW SYSTEM HAS BEEN WIINE5(0 BY THE CITY, O DIMING WATER MAIN SHALL REMAIN IN SERVICE UNTIL A SUCCESSFUL POOTY MD PRESSURE TEST OF THE NEW 5151EY HAS BEEN WITNESSED BY THE OTT. AND 114E EXI51MG WATER SERVICES HATE BEEN TRANSOMED TO DIE NEW SYSTEM. THE EXISTING 51010■ SHALL TIEN BE ABAN00NED P1 PULE. OS CONTRACTOR SHALL FUR14194 AN0 INSTALL NEW FIRE HYDRANT ASSEMBLY PER DETAIL SHEET XX. O REMOVE AND REINSTALL 0051ING FIRE HYDRANT ASSEMBLY PER DETAIL SHEET XX, O RECONNECT COSTING WATER SERVICE PER DETAIL SHEET OL 0 CONTRACTOR SHALL FURNISH AND MULL NEW WATER SERVICE PER DETAIL SHEET O. O9 CONVECT NEW C SEWER PIPE TO EXISTING SANITARY SEWER MANHOLE CONTRACTOR SHALL STABILIZE MANHOLE TO RESIST LATERAL LOADING. 10 CONTRACTOR SHALL CONNECT NEW B. SEWER PIPE TO EXISTING 5EWER PIPE USE FERN00 ADAPTOR AS REORRED, II REMOVE AND REINSTALL SIGN. FENCE OR MAILBOX AS REQUIRED. SEE SPECIFICATIONS. 100 SEE SHEET 10 20' 10' 0 20' u I u emimet!i a 8 100 18.00 19.00 20.00 21 .00 22.00 0 UE SHEET: 20 CF: XX JOB N0: 00530 DWG: PUN10 SEE SHEET 6 49TH AVENUE SOUTH SEE SHEET 6 20' 10' 0 20' 40' � —S COEUTNOCTION NOT!& O CAUTION: POTENTIAL URUTY CCNFUCT COT1RAOTOR TO VERIFY (POTHOLE) EXACT LOCATION AND DEPTH OF COSTING UTILITY. SEE ORDER OF WCRK N THE SPECIFICATIONS INSTALL NEW 0. PVC 0DE SEWER FROM NEW B' SEVER PIPE TO THE 1- 0-.W UNE. SEE DETAIL SHEET IX 0 D0 NOT MAKE THIS CONNECTION UNTIL A SUCCESSNL PURITY AND PRESSURE TEST OF THE NEW SYSTEM RA5 BEEN WITNESSED BY 114E CITY. O COSTING WATER MAIN MALL MINN N SERVICE UNTIL A SUCCESSFUL PURITY AND PRESSURE TEST OF THE NEW SYSTEM HAS BEEN WITNESSED BY THE CITY, AND THE 0021140 WATER SERVICES HAVE BEEN TRANSFERED TO THE NEW SYSTEM. THE EXISTING 501TEM SHALL THEN BE ABANDONED IN PACE OS CONTRACTOR SHALL FURNISH AND INSTALL NEW FIRE HYDRANT ASSEMBLY PER DETAIL SHEET O. © REMOVE AND REINSTALL E%151OIG FIRE 141ONANT ASSEMBLY PER OCTAL SHEET XX. OT RECONNECT EXISTING SERVICE PER DETAIL SHEET XL OB CONTRACTOR STALL FURNISH AND NSTALL NEW WATER SERVICE PER DETAIL SHEET XX. OB CONNECT NEW W' SEWER PIPE TO 005000 SANITARY SEWER MANHOLE CONTRACTOR SHALL STABUZE MANHOLE TO RE95T LATERAL LOADING 10 CONTRACTOR MALI CONNECT NEW Y SEWER PPE TO DOSING SEVER PIPE USE FERNCO ADAPTOR AS REQUIRED. TI REMOVE AND REINSTALL SIGN. FENCE OR MAILBOX AS REQUIRED. SEE SPECIFICATIONS 110 106 100 95 90 . CE B+22Il iEAw? SLUDGE r0WG0 10.00 11.00 12.00 13.00 120 115 110 106 100 96 90 0 SHEET: 21 OF: XX JOB 140.: 00539 DWG, PAN2B 8 e 2 A 2 B 04 a a 04 FI BEE SHEET 19 12256 alm 17 ,yrp••]:�e3'r.]iVi i5r a�i'i`- itT= 112^+..t'6 [3 - 'S"L'.2•' ^i� ^R1C.e3m_�tlx.s: _CJ fc�as: IMO 010 MAM 20' 10' 0 20' WO' � u � _ _ CONSTRUC710N NOTES. O CAUTION PO1ENAAL UTILITY CONVICT C0*ISACT01 0 VFRI1Y (POTHOLE) EXACT LOCATION AND DEPTH OF EXISTING U11UTY. SEE ORDER OF WORK IN THE • OSPECIFICATIONS. NEW 1r SEVER PIPE TO THE R -0-W UNE SEE DETAIILLISHEET XX O KE O DO NOT MA TH15 C01NECI10N UNIX A SUCCESSFUL 09 PURITY AND PRE591RE TEST OF 7140 NEW 5Y51EM HAS BEEN WllNE5SED BY THE a11. O EXISTING WATER YAW SHALL REMAIN IN SERVICE 40111 A SUCCESSFUL PURITY AND PRESSURE 1E5T 4.x THE NEW 50510* HAS BEEN *1TNE55ED BY THE alt AND DIE EXISTING WA1ER SEANCES HAYS BEEN TRAN0ERED 0 THE NEW SYSTEM 1NE EXISTING SYSTEM SHALL THEN BE ABANDONED IN PLACE. 0 CONTRACTOR SHALL 0010419* AND INSTALL NEW FIRE HYDRANT ASSEMBLY PER DETAIL SHEET XX '<Fr REMOVE AND REINSTALL EXISTING FIRE HYDRANT ASSEMBLY PER DETAIL SHEET Ta. O RECONNECT EXISTING SERVICE PER DETAIL SHEET Xi O CONTRACTOR 91ALL FURNISH AND INSTALL NEW WATER SERVICE PER DETAIL SHEET XX OO CONNECT NEW B• SEWER PIPE 0 EASING SANITARY SEWER MANHOLE CONTRACTOR SHALL STABILIZE MANHOLE TO RESIST LATERAL LOADING. 10 CONTRACTOR 91011 CONNECT NEW B' SEWER PIPE TO EXISTING SEWER PIPE. USE FERNCO ADAPTOR AS 0WIED. 11 REMOVE AND REINSTALL 901, FENCE OR MAILBOX AS REQUIRED. SEE SPEOFICAAONS 120 116 110 105 100 95 rt.SDNG CRai.JO. 5 GE 01:24. '216 O001 (C), i' vEl*0 SLUDGE F09CE :MANS .. GE °122•] 5.0004 90 120 115 110 106 100 96 90 14.00 16.00 18.00 17.00 7G 0 0 Ham o 0 3a 6 to 'P- oo z scar, 22 DE: XX JOB NO: 00039 DWG` PLANER Et EA 031E: 02/26/01 10:0414 710L R 3lIP3ILA \0051918- 718EE212LN6E1\P10010.0, SALE: 1.000.1.000 SS■N No 4 -51 -55 STA. 10+18 - 2' LT APPROX. RIM EL - Ill 50 LE.- 101.28 - C NW LE-10118- C SE LE- 101.18 - C5 5540 No 8 -50-02 STA. 12+70 - 00' RT APPROX. RIM EL - 111.50 10252 - 8' N LE- 100242- CS 8 8 X CO 00 0 0 O O 0 0 O O 40 O 0 SEE :SHEET 24 - - CITY OF TUKWILA KM 003103 WASHINGTON ALLENTOWN WATER AND SEWER 8Y8TEM IMPROVEMENTS PHASE D PLAN AND PROFILE SEE SHEET 8 8EE SHEET 24 a: 20=1;e1.,1, ° i i i t :! a! 1 olgeloig 5yIP40 AS M 2 t£i E12 0.g g, g, Q4 pFieIf1 a4V O 00 Q 20 $ 7 Da o #� �o �m�� Qa4 '� s�gg 11 4 cj; 181 a 7;Y eg P a 5g Nn DATE *PPG 001E 1000 2001 SCALE j•. y DRANK: E.S.T. *40010D: 1NN. APPROVED: T.10 Grimy • OsLoma, km. CONSOLING ENGINEERS 101 O lER AN]. 110001 21710-010:1 SWIM WAS010.1 00103.OG1) G) e g 8•: EX BATE 02/26/01 11 160TH AVENUE SOUTH /1 iT 20' 10' 0 20' 40' � u CONSTRUCTION NOTEL. 0 CAUTION. POTENTIAL UTILITY CONFLICT CONTRACTOR TO KKK,' (P00OLE) EXACT LOCATION AND OEPTH OF E05TIN0 UDLJTY. SEE ORDER O" WOW IN ME SPEMCATIaS. INSTALL NEW a' PVC SIDE SE WEN FRON NEW s SEWER PIPE TO THE 0 -0-0 UNE. SEE DETAIL 91MT XJI O DO 4401 MARE MS CONNECTION UNIX A 51JIX0SSFUL PURITY AND PRESSURE TEST OF THE NEW 5Ta4W ',HAS BEEN WITNESSED BY THE OTT '.005RN0 WATER MAIN SHALL REI4AIN IN SEANCE UNTIL A SUCCESSFUL PURITY AND PRESSURE TEST OF ME NEW SYSTEM HAS BEEN WITNESSED BY THE CITY. AND THE EXISTING WATER SERVICES HAVE BEEN TRANSFERED TO THE NEW ST910/ THE 0051040 SY51EE4 SHALL MEN BE ABANDONED IN PLACE. OS CONTRACTOR SHALL F0RM94 AND 045TALL NEW FIRE HYDRANT ASSEMBLY PER DETAIL 9EET TO. O REMOVE AND REINSTALL CO51540 FTRE HYDRANT ASSEMBLY PER DETAIL SHEET IO. O RECCWNECT EXISTING WATER 0ENCE PER DETAIL SHEET TOT O CONTRACTOR SHALL FURNISH AND INSTALL NEW WATER SEANCE PER DETAIL SHEET TIC O CONFECT NEW 4r SEWER PIPE TO EX611110 SANITARY SEWER HANHO.E. CONTRACTOR SHALL STASSJZE MANHOLE TO RESIST LATERAL L0M04C TO CONTRACTOR SHALL COM4ECT NEW 00 SEWER PIPE TO ETO5RNC SEWER PPE. USE FERNCO ADAPTOR AS REQUIRED. 11 REM0YE 010 REINSTALL 904, FENCE OR HALM/ AS REWPED. SEE 00104065054 . 120 115 110 105 100 90 120 116 110 105 100 90 13.00 14400 15.00 16400 8 d° I A. H` 11111 kg 8 0 Q^ N i 8 S1EE1: 24 oF: XX JOB N0.: 00539 0080 PLANS1 BY. DI 0.1E 02125/0211:54290200 N\ 1100110 \005190l- N021E2VL06E11714020.06g 5E0E 1.000.1.000 0 0 0 55110 Ho 7339 -IE 51A. 22 -057 - 5' LT 0 SEE SHEET 2e: /PPROK NN iL - 1200 LE.- 111103 -0'N O O E%ISi. 5500 No 1375 -20 STA. 10.00 - 12 RI 1110 EL. - 120.50 1E.=112.32 - B-N LE.v 11222 -0'E 99 X N X 0 8 O 0 O 00 CITY OF TUKWILA MID COUNTY MA210IG14N ALLENTOWN WATER AND SEWER SYSTEM IMPROVEMENTS PHASE 11 PLAN AND PROFILE SEE SHEET 28 1 DATE APPD DATE: FEB. 2001 SCALE: r. 5'V DRAM: E.S.T. CHECKED}. 00.0. APPROVED: T.10. 1 O Gamey 8z Gabormao, I1:110. CONSULTING ENGINEERS 101 OCHER IAOPE NORM SUM 200 sulnc Imam om woo • MO 2Mblo BY. (9 0410 02/26/01 110.51 PAM N \I0051U\00139/O LMPR.N&ET \PIen21.Ep SCALE: 18001.000 0356. 55Ea No. 1339 -1 STA. 17.00 - 2' RT RIO EL - 119.80 I.E. 104,93 - 8' E I E. MOOT - 0 PO I E.10503- 85 O P O O a 0 594)1 N0. 1139 -10 STA. 14.00 - 7' RT APPROX. RIO EL - 120.50 10603 - e' R 1E. 10613 - 8' 5 X N X CO t O SEE - SHEET 28 a CITY OF TUKWILA 10I0 COUNTY WASHINGTON ALLENTOWN WATER AND SEWER SYSTEM IMPROVEMENTS PHASE II PLAN AND PROFILE 8EE SHEET 27 00 00000 0 00 0 O r q t mg 45ig 5>1 E 51 41 g 0o 11„P02 °I "g;.` °€ x43 4,t9 $ ' �8 p g aR2 4 gR 6, n €s 4 9; �X _' "0 42, No. RE14901 DATE APPO DATE: FEB. 2001 Scut i 5. V DRAW EST. CHEWED: AYH APPROVED 1 Gray 8rOe11,or12le, IIE% CONSULTING ENGINEERS T5 O0449* w:N NORTH 9!R 4- SAME. WA9 NO101 40 O.OW) 2.440 02 PH 0■22 02/26/01 12:0211 0000 Q5 5 DUWAMISH RIVER SEE SHEET 28 20' 10' 0 20' 40' 11 V• COM MOM 0 CAUTION'. POTENTIAL UTRITY CONFUCT CONTRACTOR TO VERIFY (POTHOLE) EXACT LOCATION AND DEPTH Qi CD51Dl0 UT41TY, SEE ORDER OF WORK IN 114E SPECIFICATIONS. O INSTALL NEW B' PVC SIDE SEWER FROM NEW B• SEWER PIPE TO THE 1-0-0 UNE SEE DETAIL SHEET XX. 0 DO NOT MANE TINS CONNECTION UNTIL A SUCCESSS& PURITY AND PRESSURE TEST OF THE NEW 545TE4 HAS BEEN WITNESSED BY THE CITY. O 0051416 WATER 4141 91ALL RE4Aw 01 SERVICE UNTIL A SUCCESSFUL PURITY AND PRESSURE TEST Cr THE NEW 5YSTEM HAS BEEN WITNESSED BY THE CITY. AND THE E1051ING WATER SERVICES HAVE BEEN TRAN5TAED TO THE NEW SYSTEM. THE EXISTING SYSTEM SHALL THEN BE ABANDONED IN PUCE CONTRACTOR SHALL FURNISH AND INSTALL NEW FIRE M ORANT ASSEMBLY PER DETAIL SHEET XI. O REMOVE AND REINSTALL COSTING FIRE HYDRANT A500111 PER DETAL SHEET I0. O RECONNECT E'X15ONG WATER SEWAGE PER DETAIL SHEET XK CONTRACTOR SHALL FURNISH AND INSTALL NEW WATER SERVICE PER DETAIL SHEET O. 0 CONNECT NEW B' SERER PIPE TO 0051010 SAIATARY SEWER MANHOLE. CONTRACTOR SHALL STABILIZE 4ANNOE TO RESIST LATERAL LOADING 10 CONTRACTOR SHALL CONNECT NEW IY 9i0ER PPE TO EM5TWG SEWER PPIE. USE FEN100 ADAPTOR AS REQUIRED 11 REMOVE AN0 REINSTALL SIGN. FENCE OR MAILBOX AS REWIRED. SEE SPECIFICATIONS. 125 120 115 110 105 100 95 126 120 116 110 106 100 96 21.00 20.00 19.00 18.00 2 4v 6 gg 910ET: 27 O: XX .NOB MO.: 0054444 DWG PLAN22 BY EA DALE 02/25/01 1,0135 PAIN M'\ t1A01ILA \00519V11MA9E2 \PLAWEI\Plan2l.lry YALE: 1500.1.000 A / / / I / 1 i , .- II: ::::,•_-_,) : 1 , 1 1. • •,.' 111.— I - •, 1 I - : • •-• 46 AVENUE 8 N-I-L L E-o----E 02 ------• - • ---• DUWAMI8H RIVER 20' 10' 0 20' 40' IS1 COOPITRUCMON MOTES. C0011014 POTENTAL U1I0T1CONTUCT CONTRACTOR 40 TO YOST (P010040) DUCT 10031400 MIS DEPTH OF Dasnwa mum SEE CRDEA 00 BERK 94 1440 SPECIFICATIONS NO INSTALL NEW 6. PVC SDE SEVER FRO/ NEW a• sEwER PWE TO DIE R-0-9 UNE SEE DETAII SHEET NX. CO (..3) DO NOT MAKE NIS CONNECTION UNTIL A SUCCESSFUL PURITY AND PRESSURE TEST OF 1140 NEW SYSTEM HAS BEDI WITNESSED BY 114E OTT EKISTINO WATER YAM SHALL REMAN DJ SEANCE A SUCCESSFUL PURITY AND PRESSURE 1051 OF 1110 NEW smut HAS BEEN WITNESSED BY THE CITY, AND TIE COSTING WATER SERVICES HAVE BEEN IRANSFERED TO THE NEW 511101. 1N0 EXISTING SYS7D/ SNAIL THEN BE ABANDONED IN PLACE ® CONTRACTOR VAL FURNISH AND INSTALL NEW FIRE HYDRANT ASSEMBLY PER DETAIL SHEET AA 0 REMOVE AND REDISTAU DOSING HRE HYDRANT ASSEMBLY PER DETAIL 91E1 DX 0 RECONNECT POSTING WATER SERMCE PER OETAIL 94001 10 C> CONTRACTCO SHALL FURNISH AND HSTALL NEW WATER SEIWACE PER DEW- SHEET 00. C> CONNECT NEW a' SEVER PIPE TO EXISTING SANITARY SERER 8040.14. CONTRACTOR SHALL STABILIZE MANHOLE TO RESIST LATERAL LOACANG. 0 CONTRACTCR SNAIL CONNECT NEW 10 SEWER PIPE TO EWSTINO SERER PIPE. USE MANGO ADAPTOR AS R0044 e REMOVE AM RENSTAll SION, MICE CR 1011200 AS REWIRED. SEE sKancototts. 125 120 116 110 106 100 SEE SHEET 29 05 :• • 0004 . . 126 120 116 110 106 100 06 25.00 24.00 23.00 22.00 TN -8 8A d i72 sgg .8" 6 2 tef 44 smiLET: 28 OF. XX JOB 140.: 00539 DWG, 8444423 65. Ex 091E: 02/26/01 12:0656 PAIN N \ Illalla \00579V1-IN15E25RN$T\PIan21.0a9 SCALE 1.000.1.000 SMA I Na 1339 -10 STA 29-000 - S 8T APPROX. R111 EL - 119.20 I.E. 110.13 - 8. 0 N O O m 0 S O SSNN No. 1339 -10 STA. 28.33 - 5' RT APPROX 0111 0. - 11040 I E . 109 00 - 8' N 1E= 10898 - e S O 1 s Xm Iv N O O O N SEE SHEET 28 g 8EE SHEET 30 8EE SHEET 28 ©® 00000 0 99 0 ee is :eg eoa *.gi 8 °� W i 9T ibmy I e,7 N ii>< i p AP T442 15 ea / XXi g CITY OF TUKWILA 9981 COUNTY 6A510101011 ALIENTOWN WATER AND SEWER 8YGTD/ IMPROVEMENTS PHASE I1 PLAN AND PROFILE DA1C FEB. 2001 SOME j•s y ORA1121: EST. OIE0,002 .69.0. APPROVED: T.JO. 1 1 1 0 s Grew & Oebom1e, L CONSULTING ENGINEERS 191 06081 A1ouE 111.a UM 4- 0 BY: a DAM 02/25/01 42ND AVENUE 80UTH DUWAMIBH RIVER SEE SHEET 29 20' 1V 0 20' 40' COILBTNUCTI0N NOTE& O CAU110N- POTENTIAL INTUIT CONVICT CONTRACTOR TO VERIFY (POTHOLE) EXACT LOCATION AND DEPTH OF CODING N1l1TY, SEE ORDER 0P WORT( w 111E SPECa1CATI0NE O INSTALL NEW a' PVC SIDE SEWER mom NEW a' SEWER PIPE TO T1E R -o-VI UNE. WE DETAIL 9HEE1 05. 0 00 NOT MAKE .15 CONNECTION UNTIL A SUCCESSFUL PURITY AND PRESSURE TEST OF 111E NEW DST). HAS BEEN WITNESSED BY 111E OTT O EXISTING WATER LINN SHALL REMNN IN SERVICE UNTIL A SUCCESSFUL PURITY AND PRESSURE TEST OF THE NEW SYSTEM HAS BEEN WITNESSED BY 1HE OTT. AND THE 044511110 WATER SERVICES HAVE BEEN TRANSFERED TO THE NEW SYSTEM. THE USING 5151■ SHALL THEN BE ABANDONED IN PLACE. COMPACTOR 91ALL FURMSH AND INSTALL NEW FIRE HYDRANT A55EMBLT PER DETAL SHEET DC © REIAOV£ AND REINSTALL. EDISANO FIRE H.DRANT ASSEMBLY PER DETAIL SHEET XX. Oj RECONNECT EIU5RNG WATER SERVICE PER DETAIL SHEET Xt O CONTRACTOR SHALL FURNISH AND 0451ALL NEW WATER SEANCE PER DETAIL SHEET X%. Op CONNECT NEW a' SEWER PIPE TO 0051110 SANITARY SEWER WADDLE C0ITRACTOR SHALL STABILIZE MANHOLE TO RESST LATERAL LOADING. IO CON1RACT0E 91µL CONNECT NEW B' SEWER PIPE ID EI0511NG SEWER PPE USE FERNCO ADAPTOR AS REPINED. 11 RU10VE AND REINSTALL SIGN. FENCE at MAIHOX AS REWIRED SEE SPECa1CAA0N5. 126 120 116 110 106 100 96 126 120 115 110 106 100 96 33.00 32.00 31.00 30.00 .1! ,1 oil 0; X46 J i a SHEET: 30 00 XX NOB NO.: 00539 DWG: PLAN25 0 Br: G DATE 02!26/01 12: Da 39 F.I. K \ILaI SEE SHEET 8 20 10• 0 20' 40• t u COR0TRUCT1ON HOTEL 0 CAUTION: PO1E1111AL UTILITY CONFUCT COHMAC1TXR TO VERIFY (POTHOLE) EXACT LOCAnON AND DEPTH 6 005TING UT4TY. SEE ORDER OF WORK 01 ME SPEOFTCAIIONS INSTALL NEW B' PVC 514E SEVER FROM NEW C SEWER PIPE TO THE R -0-W LIE SEE DETAIL SHEET V. O} DO NOT MAKE MIS CONNECICN UNTIL A SUCCESSFUL PURITY AND PRESSURE TEST OF ME NEW SYSTEM HAS BEEN WITNESSED BY ME OTT DISHING WATER MAIN SHALL REMAIN W mama UNTIL A 51NCCESSHUL PURITY AND PRESSURE TEST Cr 12E NEW SYSTEM HAS BEEN W11NE59D BY ME CITY. AND THE 0051400 WATER SERWCE5 HAVE BEOI TRANSFEREO 10 11IE NEW SYSTEM. 440 EXITING 5YS1E1J SHALL THEN BE ABANDONED IN PUCE O CONTRACTOR SHALL FURNISH AND INSTALL NEW FIRE 01DRANT ASSEMBLY PER DETAIL SHEET 70. O REMOVE AND REINSTALL DIMING FOE HYDRANT ASSEMBLY PER DETAIL SHEET XX. 5 0 RECONNECT COSTING WATER 5014000 PER OCTAL 14 SHEET XK i O CONTRACTOR SHALL NNIISH AND INSTALL NEW WATER SEANCE PER DETAIL SHEET ICC OB CONNECT NEW FP SEWER PPE TO (051101 SANITARY SEWER MANHOE CONTRACTOR SHALL STABILIZE MANHOLE TO RE45T LA1ERAL LOADING. 10 CONTRACTOR SNAIL CONNECT NEW C SEWER PIPE TO FASTING SEWER PIPE USE FERNCO ADAPTOR AS REOIBRED. It REMOVE AND REINSTALL SION. FENCE OR 4404300 AS REQUIRED. SEE SPECIFICATIONS. 126 120 116 110 105 100 66 126 120 115 100 95 31.00 36.00 35.00 34.00 A SHEET. 31 oi, XX JOB NOT 00570 DWG: PLAN26 P. EM 011E 02/25/01 10,214 Olin 44 \ 119 9IL1\0053930•HLL42\RNQt301.27.0.0 4041E: 1.000•1.000 0 EXIST. SS/11 No. 1267 -5 STA. 39431 - 25 RI BEE SHEET SS RIM EL. - 119,80 I.E. 10673 - 3 -N IE.- 10636 - 66 NE ORB I.E.■ 100.6.3 - 0'N 0 EXIST. SSW N0. 1267 -0 STA. 36+26 - 22' RT RIO EL - 119.00 1E. 10600 - 8" N 1E. 10590 - BE I E. 108 00 - 8" S 4 XN ED 0 SEE SHEET -SI CITY OF TUKWILA KING COUNTY wA9W010N ALLENTOWN WATER AND SEWER SYSTEM IMPROVEMENTS PHASE II PLAN AND PROFILE 0 00000 0 00 0 111 I 111111141 111n11a1 §iR Are pc8M2g NIP!. ahol:14 158 s sta 4y, � .g � 7d a go dry 6 N0. DA15 DA1E 349. 2001 SCALE i -5'v MANN: EST. CHECKED: 18.4. APPROVED: 4 Grey 8sClaiborne, Lao. CONSULTING ENGINEERS mt10 A14360 Hahn wAT0 299 SEATTLE IIA9wOGi0N MOO • (ib) 261 -0000 6 b 0 A 6r. [11 0610: 02126/01 10.1 1> 00M R 311041 I ■ _L mETRO SwiXf ,OPCT S. 118TH STREET ,4 -- • ' 4-VE 20 10' 0 I 20 40' CONSTRUCTION NOTES. 0 CAT/TIEN- POTIENTIAL UTILITY COPUCT ODSTRACTOR 41 m vms, (POTHOLE) EXACT LWATTC. AND DEPTH , wUMe. al 4 0 ® ® IPOsNIpF PSr E TCaA TLnL O S c T,NNTnOHG oE T N UR6sT' . -L OPE-VYW C . SSUEINDE E E . O SMSEEWEE R E R D OEFTRA OIWL OP SO NHE EW EIN T 8Dr' c E 2.0 DCE CKE DO NOT *4440 TIPS COMECTON UNTIL A SCCSSS E119L P44041? *400 PRESSURE TEST OF DIE NEW SY5TEM 1 HAS BEEN YONESSED BY DIE CITY 0 EXISTING wATER MAIN SOIL ROOM 61 SERVICE inim ----- ----- A SUCESSU 060011 0040 PRESURE TEST F 040 NEW STD/ HAS BEEN WITNESSED BY DTE CITY. AND DIE EXISTING wATER SERTACES HAVE BEEN TRANSFERED TO 1140 NEW SYSTEM DIE MANG SISTET/ SHALL DIEN BE ABATOONED IN PLACE. 0 CONTRACTOR %TAU. FURNISH MD ENSTALL NEW FIRE HYDRANT *WOOLY PER PETAL SHEET KC ® REMOVE AND 101451444. EXISTING FIRE HYDRANT ASSUAN., PER DETAIL SHEET 04. 0 RECONNECT OPSDNG WATER SERUM PER OETAL 0400? ® CONTRACTOR SHALL FURNISH AND INSTALL NEW WATER SERVICE PER DETW SHEET OL ® CONNECT NEW r SERER PIPE 19 E05T640 SANITARY SEATER MANHOLE CONTRACTOR SHALL STABIUM RANH= TO PESST LATERAL LOADING a CONTRACTOR Soil CCEINECT NEVI a' SEWER PIPE TO =TING SEVER PIPE USE FERNCO ADAPTOR AS REQUIRED RETIOW ANO RIONSTALL SO14. FENCE CS MAILBOX AS MOORED WE SPECIFICATIONS. DUWA1AI8H RIVER A STA 42.30 - 3 It 190 126 120 116 110 108, 100 ERRE 44.00 43.00 42.00 41.00 40.00 190 126 120 118 110 105 100 6 6 40 8 6 SHEET. 33 OFT XX JOB NO. 00539 OTTO 04.00132 20• 10• 0 20• W u I' ° ate '; 1 �-% �/ _� - �_--`,(1' '"'Yi" -. ' - X8_115 STREET �\ \ --x` ` „__ - - _ — — — — _ / . : _msµ , - -� 1 ili • 1 ? , COEU1n00nor NOTE. • X>N— ;� it r - - - R•) �. '�.. �. `_ rz - •E DOE - - -- - R - _ - - - - • _ - - MSIRO E�Aw _. - • ^ S ____.�0+.- ._.` -=� �I�__�_ , v •_� _ - _. - _.__ -._ __ _ _ ■ 'Tr- PVC -Doer, _ r • • o °--- �+�,_� mo„ -" ^' -- `.._.J _ _ _ Y Srx w - - - _ _- -. - -- , e. -_ -_ Ot CAUTION- POTENTIAL UnuTY CONFLICT CONTRACTOR TO VERIFY (POTHOLE) EXACT LOCATION AND DEM Of TING UTILITY SEE ORDER OF MRS IN TIE OR OO INSTALL NEW R IS' PVC -O-W UML SCE DETAIL MEW SEWER A OJ DO NOT MAKE 7105 CONNECTION UNTIL • SUCCESSFUL LHN HAS BEEN WITNESSED UR 8 THE F THE ND SYSTEM 0 COSTING WATER MAIN SMALL RENAW W SEWAGE UNTIL Z A SUCCESSFUL PURITY AND PRESSURE TEST OF THE NEW 5'/510■ MA5 BEEN YATMESSED BY THE 0TY AND THE EXISTING WATER SEANCES HAVE BEEN TIRAINSFEf0 TO DUE NEW SYSTEM 14.E DOSRNG SKTEM SMALL 1HEN BE ABANDONED IN PLACE. OS CONTRACTOR SHALL eURRUSN AND PNSTALL NEW TORE NMRANT ASSEMBLY PER DETAIL SHEET n O RDIOYE AND REMSTALL 00511NG FIRE NTT/FART ASSEMBLY PER OE1ML SHEET AX. O RECONNECT COSTING WATER SEANCE PER DETAIL �j `Np'� G a th�> AM • N L g -. _ _ - _ _ - 5- • - - . -- _ i ° DUWAMI8H RIVER _ 1 i ,7 GI SHEET 0. 0. OB CONTRACTOR SHALL TURNISN AND RN5TALL NEW WATER SERVICE PER DETAIL SMELT 0, R Q CONNECT NEw e• SEWER 000 TO EnstWC SANITARY SEWER MANNOLE. CONTRACTOR SHALL SIABILRE 8 MANHOLE TO RES5T LATERAL LOA00NG x 10 CONTRACTOR SHALL CONNECT NEW IY SEWER PIPE TO 1 -�A ,l ,n EA EXISTING SEWER PIPE ySE AERNCO ADAPTER AS REQUIRED. N § O REMOVE AND REINSTALL SON. RNO OR MAILBOX AS REWIRED SEE SPECIFICATIONS A'or v.°�P --AA- o�.•••.. Lv� • ,,, e - I - @ I 130 - 126 .. , , ii- EU$TMC CPONNO ... .. .. ... 130 126 .. '120 116 110 120 116,. 110 106 100. X 115 v - S'. SEWER PIPE [i o� Eg _ - - .SOD U - a' SEYEA PIPE co PD ... _ .... ....... 5-coo. •'++.••••• .... .... ... ....... ........ :: .... ....... ........ ......... 106 ... ... ....... .... ..:: 100 47.00 46.00 46.00 44.00 o A° ,:i GW 8 t'W3 db Air S -H S ,..;u1, ii ^' 3W W SHEET: 34 or: XX JWNO: PLANS] 13 3 A 7 r— ----- —. I I I —t \ \ / / 711ON94 410 015T (1) 4T4 THRUST BU (2)- 0' Tr-AI[ VAL (FL MB 0) - B'9111D 141014 THRUST 7Z 1: 20' 10' 0 15 /) 8. 114TH STREET — r r 1 / FURNISH AND INSTAN1 / (I) - 11' 325' BEND (111 • MB WIM THRUST BUM / 14 I I (1) - B' 45' 87310 (NJ NJ) w1H THRUST BUCK *5 1— , II COMWTRUCTION NOTES. O CAUTION POTENTIAL UII010 CONFLICT. CONTRACTOR TO VERIFY (POTIOLE) EXACT LOCATION AND DEPTH CE E3I0I1410 UTILITY. SEX CODER OE WCRK THE SPEC01CA711815 O INSTALL NEW B' PVC SIDE 5EWEA FROM NEW r 5EVIER TAPE TO THE R -0-W UNE. SSE DETAIL SHEET /CC O3 00 NOT MAKE 11110 CONNECTION UNTIL A SUCCESSFUL PURITY AND PRESSURE TEST Of DIE NEW SYSTEM HAS BEEN 73177E55ED BY IHE CITY. © EXISTING WATER MAIN SHALL REMAIN ON SERVICE UNTIL A SUCCESSFUL PURITY AND PRESSURE TEST K 141E NEW SYSTEM HAS BEEN PRESSED BY THE CITY, AND THE USING WATER SERVICES HAZE BEEN TRANSFEREE/ TO THE NEW SYSTEM. TIE EXIS11110 SYSTEM SHALL 119E11 BE ABANDONED IN PUCE. CONTRACTOR SHALL FURNISH AND INSTALL NEW FIRE HYDRANT ASSEMBLY PER DETAIL SHEET SC © REMOVE AND REINSTALL 7851WG FIRE N1'ORANT ASSENBIY PER DETAIL SHEET XK pj RECONNECT D3S1510 WATER SERVICE PER DETAIL SHEET XX. CONTRACTOR SMALL FURNISH AND INSTALL NEW WATER SERVICE PER DETAIL SHEET O. O CONNECT NEW B• SEWER PPE TO EXISTING SANITARY SEWER MANHOLE. CONTRACTOR SHALL STABILIZE 04010.E TO RESIST LATERAL LOAOR1G. TO CONTRACTOR 94ALL C010I7CT NEW r SEWER PPE TO EXISTING SEWER PIPE. USE FEIINCO ADAPTOR AS REWIRED. 1Oi REMOVE AND REINSTALL 911)1. FENCE OR MAILBOX AS REQUIRED. SEE SPECIFICATIONS Od seer: 35 OF: XX JOB 140.1 00539 DWI: PEAN34 ea& 0:430.41P A COVERS SHALL HAVE THE WORD 'SERER' 01 2' RAISED LETTERS WHEN USED N CONNECTION 1WTH SANITARY SEWER NSTALUTIONS. OR 'STORM' *DI N CONNECTION WON STORM DRAIN INSTALLATION. OR 'WATER' WHEN IN CONNECTION 'MTH POTABLE WATER OS1RI8010N. l'CORE -3 HOLES N04-500 PATTERN TO BE CAST INTEGRAL ON TOP OF COVEN. YAiNESj 2 v 2ti 2 ,.. UCTIOS MA DUCTILE I0ON -140N LOCKING COVER WMMUM WEIGHT 150 L9i NOTE FRAME 10 BE GRDUIED N PLACE 8 WEBS l/2'140CK U/ 1 MU= MAN 880T0N1w CAST PION FRAME W4YllM MONT 210 085 24' MANHOLE FRAME WITH COVER NOT 10 5141E NOTES 1. MAX. PIPE DIAMETER MAY BE UNITED BY PIPE CO FIGURATION. 2. THE 42.09111 0LEN5ON FROM MANHOLE TO PPE ANT APPl1E5 ONLY TO PPE DIA ALILma 24' AND LESS. 3. RUBBER GASKET 8 GROUT AT ALL JOINTS. 4. SEE CONCRETE COLLAR DETAIL - 041. 37 5. INSTALL 12' LNIMU14 COMPACTED THICKNESS FOUNDATION GRAVEL BENEATH ENTIRE MANHOLE BASE - INCLUDE COST OF FURNISHING AND 815TALLING SAME IN UNIT PRICE MD FOR EACH STRUCTURE NOTE: 0 36' 0PD104G REWIRED WHEN CROWN TO 9.u8 IS LEA THAN 4'. SHALLOW SANITARY SEWER MANHOLE - 48' NOT TO SCALE •)If �kIA flROW;'n 8'W1 T NOTE DROP PIPING TO BE SAME SZE AS INTERCEPTED SEWER. ELAN SEE ACCESS DETAIL -14.s SHEET IMi 6 1/2' —I 12' TIP Fri", ovro 2 ONE LENGTH OF 01176E NON PIPE (CUSS 50) TO SOLO BEARING WHEN SPAN 15 XOR -N -SEAL LORE THAN 4'. / BOOT 111 FLE09E JON B.CKFILL MTh COMPACTED 1.1EM0L 6' N 1' MAX CUSS 50 DUCTILE IRON 90 BEND. CEMENT CONCRETE (30011 PS) 1/2 BIND FLANGE AS DMA MIN 51444E55 51EET BOLTS. CLASS 50 DUCTILE RCN Rd Rd PPE. DUCTILE Te'WN. 3000 P9 CONCRETE MORTAR 0.41 STEPS SEE DETAIL-11415 SHEET. TEE SEE CHANNEL OETAI -04!S SCE T. DUCTILE IRON DROP CONNECTION 8 BLE ANT 2. 404.GOYEN BACOILL WITH COMPACTED MATERIAL STRAP TO MANHOLE EVERY 5'. 6' WN COVER ALL PIPE EXCEPT DUCTILE IRON PIPE SHALL BE CONCRETE ENCASE). TYPICAL *ANNOLE FOUNDATION CONSTRUCTION CONCRETE ENCASED DROP CONNECTION DROP CONNECTION NOT TO SOME POLYPROPYLENE SAFETY STEP NOT 10 SCALE 2e MAX IAN FRAME 41 COYER SEE DETAIL -THIS SHEET. 18. MAX 8' 901. 18' MAX PRECAST CONCRETE RINGS PRECAST COIF 5E0TI34 KOR -N -SEAL NOTE. RUBBER GASKET 41 GROUT AT ALL JOINTS SLOPE SHELF TO AP 4' STEP, SEE DETAII -ABOVE ACCESS DETAIL 0490E DROP (404 01' MO 1.51 lita pAPI 404 FOUNDATION GRAVEL 12' MINT- ACCESS. CHANNEUZATION, 8 STEP DETAIL, NOT TO SCALE CONSTRUCT CHANNEL 41 SHELF N FIELD SMOOTH F04194 MTH 3000 P9 CONC. 5 SAO(_ Ql1ENT WX SDI 1/2- AGGREGATE PRECAST BASE CHANNELIZATION DETIE, SANITARY SEWER MANHOLE - 48' NOT TO SCALE SHEET, a: XX 38 JOB NO.: 00539 DWG DETAILI 8 . I(1B art. 02/25/01 IL PT AS PM 15 2.-0' MAIL DITCH/SIDE SEWER CROSSING DETAIL, NOT TO SCALE Z121ZC1TC1a �C`i S 1 z. FENCE POLE AND MARKER DETAIL, NOT TO SCALE PIPE BOOING PUBLIC 18017 -OF -WAY , PRIVATE PROPERTY 6' PVC CTEANOUT MTh WATERTIGHT PLUG 6- PVC rantirit NEW 6. 911E . 'ad;.;'a.. SEWER UNE NEW 6' TEE NEW SANITARY SEWER MAN SIDE 5EN4N PLUG. PER ME SPECIFICATIONS 7020146 GRADE ,-c..avt B' THICKNESS (3000 P4) CONCRETE COLLAR w/61RE 0ESI 45' BEND SIDE SEWER STUB DETAIL NOT TO SCALE NNRE SIX SEWER. BY OTHERS 6' WATERTIGHT PLUG BEDDING 6' WYE ASPHALT NEAT UNE 5A0CUT5 SHALL BE SEALED AT TOP 9115 AR 4000 W CONER 91115 SAND. CONCRETE afss 3000 W/9NE MESH PAY Oft- PAYIZI.ABBINI MANHOLE FRAME COLLAR NOT TO SCALE MASHED GRADE OR 455 AP�P0CA*9E BACNi1LL MATERIAL CONSI5TNG OF SUITABLE EXCAVATED NATIVE MATERIAL CR GRAVEL BASE CLASS B AS REWIRED SPECIAL PRECAUTIONS TO PROTECT PIPE TO THIS LEWD. PVC SEWER PIPE PIPE BEDDING MATERIAL. SEE SPEGI1CA11GN5 10101)41104 GRAVEL AS REWIRED AND APPROVED BY ENGINEER NOTE' VARIES GRAVITY SEWER PIPE • TRENCH SECTION NOT 10 SCALE 1. THE TRENCH SECTION SHOWN ON THE PLANS ARE FOR THE PAYMENT URNS FOR FOUNDATION GRAVEL AND BANK RUN GRAVEL 2. 1NE COSTS OF FURNISHING AND PLACING THE PIPE BEDDING MATERIAL SHALL BE INCLUDED IN TIE LINT PRICE BID 10R PIPE N PUCE 5 IN TIE EVENT THAT A PARDON OF THIS PAIMENT WIDTH FALLS OUTSIDE WE 89511NG PAVEM047. TIEN ONLY THAT 910111 CONNED BY THE EXISTING PAVEMENT SHALL BE PAID AS ASPHALT PAVEMENT REPAIR 4. N THE EVENT THAT A 70(1104 OF THE PAYMENT 41DM IS N A GRAVEL SHOULDER. THEN THAT PCN110N SHALL BE PAID AS GRAVEL SURFACE REPAIR. 5. WHERE A PAVEMENT REPAIR I5 REWIRED. THE TRENCH SECTION PAYMENT UNIT UNE WILL BE BOUNDED AT THE TOP BY BOTTOM OF NEW ROAD BALLAST (SUBCRA0E) 4 ". 8" & 8" DI PIPE DEP111 A 6' 8' 10' 12' 14' 16' 16' 20 1 22' 24' 126' 26' BOTTOM OF 1REN01 PAYMENT MOW B 2'- 6 TRANSITION FOR 1RE1904 PAINENT 910714 0 1.5' 1.5. 1.75'2.25'2.75' 226' 2.75' 3.25'3.75' 4.25'4.75' 4.75' 5.25 5.75' 6.25' TOP OF TRENCH PAYMENT WAPITI D 4 5' 6' 7' S 9' 15 11' 12' 13' 14' 15' NAIL SURFACE RE5T0RATON PAWEIT LIMITS E 6' 7' 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 10" & 12° DIAMETER PIPE PIPE 0EPTS A 6. 1 6' 10' 1 12' 114' 1 16' 16' 1 20' 22' 24' 126' 1 25' BOTTOM OF TRENCH PAYMENT MOW 8 3•- 0- 1RAN9110N FOR TRENCH PAYMENT 91074 0 1.5' 1.5' 1.75' 226' 2.75' 3.25.3.75' 4.25' 4.75' 5.25 575' 6.25' TOP OF TRENCH PANIE41 WIDTH 0 4.5' 5.5' 6.5' 7.5' 8.5' 9.5' 10.5' 11.5' 125'115' 14.5' 15.5' MAIL SURFACE RE510RA7104 PAYMFNT LN115 E 6.5' 7.5' 6.5' 9.5' 10.5' 11.5' 125' 135' 14.5' 155' 16.5' 17.5' PAYMENT LIMIT SCHEDULE GRAVITY SEWER PIPE €11 SHEET: 37 OF XX CO N0: 00539 ONG DETAIL) BY: De W.rE 02 /25 /01 H11NANT 051 PROFFOI_ 1. THERE SHALL BE AN ACCEPTABLE WASMNCTON STALE APPROVED BAOOLOW DEVICE A HYDRANT METER SHALL BE CORNED mom TIE an. (NOT 5106114) 2. IF APPROVED BY THE 07Y, OPENING t CLOSING Cr HYDRANT VALVE SHALL BE NM AN ACCEPTABLE WRENCH TO RECEIVE THE 5-SIDED NUT. 3. MERE MALL BE AN AUIOURY VALVE ATTACHED TO 114E 2 1/2' NOSE PORT OF THE HYDRANT. ♦. 111E HYDRANT VALVE SHALL BE FULLY OPENED AND THE WAIN USE CONTROLLED LED E%0.1.15IYELY BY THE AUIOUARY VALVE. 6. DIE AUXRARY VALVE SHALL BE OPERATED N A SLOW MANNER TO PREVENT UNDUE SHOCK PRESSURE ON THE WATER STSIEM. HYDRANT USK • NOT TO SCALE NOTES: °CONTRACTOR SHALL PROVIDE CONCRETE PIPE ENCASEMENT AT ALL COSTING UTILITY CROSSINGS IN ME EVENT THAT AN C PIPE SEPARATION CANNOT BE PROVIDED. 114E CONTRACTOR SHALL FAMUAWPE HIMSELF WITH ME SITE UTILITIES TO ANTOPAIE PROVTDNG AND NSTAWNG CONCRETE ENCASE-TENTS WHERE NECESSARY. GCONTRACTOR SHALL NOT C0451RUCT ANY NEW PIPE JOINT WITHIN 6 FEET OF ME COSTING CENTERUNE a< THE UIUTY CROSSING. CONCRETE PIPE ENCASEMENT DETAIL NOT TO SCALE ARIED MTh IIIE LETTER Y INSET Y TO BE PANTED BLACK 12403M- 1. PRECAST REINFORCED POST SHALL BE PANTED RVST0EUM fen YELLOW GLOSS 2 THE DISTANCE FROM TIE MARKER POST TO INC WATER MAIN SHALL BE PAINTED (511040RED) ON THE BACKSIDE OF THE MARKER POST N BLACK NM A 2' POI NUMBER. 3. VALVE MARKER POST SHALL BE REWIRED ITN EVER 1HE WATER VALVE 15 LOCATED N AN UNPAVED AREA. 4. THE POST SHALL ALSO BE REQUIRED AT BLOW-OPT INSTALLATIONS 04 THE BANE CONDITION AS WATER VALVES. 10 BE FIELD LOCATED •5 DISTANCE PAINTED ON BACK Of POST PRECAST REINFC CED CONCRETE POST MANNER POST TO 800 VALVE 0015m0 GROUND ELEVATOM VALVE MARKER POST NOT TO SCALE CONTRACTOR SHALL VERIFY LOCATION AHD DEPTH OF 0051140 AND /CH PROPOSED U1U11E5 h$ b PROPOSED WATER MAN- SPACE JOINTS MN. FR SCROSSING ONCE OM TYPICAL UTILITY CROSSINQ NOT TO SCALE 1 1/2' COMPACTED 114100E35 ASPHALT CONCRETE CLASS 'B' CLEAN AND TACK EDGES MIN SEALER 0551 AND SEAL JOINTS NM HOT ASPHALT COPNT (AR40000) 12' 101910 GRADE CAST RCN VALVE BOX AND COMPONENTS AS REWIRED D051510 ON NEW VALVE RQTEL 1. ALL COSTING CONCRETE VALVE B OXES SHALL BE REPLACED NM CAST IRON BOXES AND ADJUSTED TO GRADE 2 ALL COSTING CAST IRON VALVE BOXES SHALL BE ADJUSTED TO GRADE NTH CAST NON CCUPCNE.NTS 1 ALIGNMENT OE THE VALVE BOX SHALL BE ME CONTRACTORS RESPONSIDDIn AND CARE SMALL BE TAKEN TO ENSURE THAT THE VALVE MAY BE OPERATED. VALVE BOX ADJUSTMENT NOT TO SCALE /- )I. FINISHED GRADE an TO PROVIDE METER 80X(5) MIDI SERVICE IS 10 BE MOOTED. EXISTING BOX OR CITY PROVIDED METER BOX SHALL BE USED FOR RAISED METER LOCATIONS 6' FOR RELOCATED SERVICE SEE 0EPTi '. (AILMENTS FOR MIN. COVER ON THE WATER MAIN. VARIED DEPTHS MAY BE REWIRED OUE TO CONFLICTS WTI EXISTING UTUTES AID /06 LATERAL AND VERTICAL GLIDE REQUIREMENTS NEW METER OR REUSED COS11610 METER SHALL BE SUPPLIED BY TIE an AND NSTAI ED BY THE CONTRACTOR WATER MAIN PIPE (LOCAIDN VARIES) SINGE STRAP SADDLE CCRPORATON 5EV COPPER - MULLFR No. N -15028 P0 PASTING) n P0ODED FOR RAISED i VERITRACICR1VITO V00111 0SE/LOCA0W 3 CONNECT TO El05TIN0 SERVICE NM 01Y APPROVED COUPLER OR ADAPTER TYPE K COOPER PPE (PER SPEC/PICADOR) RECONNECT marring 8/46 OR 1' WATER SERVICE DETAIL, NOT TO SCALE 1 SHEET, 38 a: XX JOB NO.: 00539 0001 DETAW 00. 010 WTE 02/20/01 13.11430*00 x\ N (YLLa \005AW-RY2M0.eeff1\0etaila..7 SCALE: 1.000.1.000 .o Nmm♦ ° m m w Xm 0001 »uSiS o C°- Y8 g» t u� _m S? 1F ] w>s aaN�l � °Y V� .Y NN tip 1 . m °o--�- L mo °� i"ti mm - U o o uu � a,° oo e a ov � co 9 9 X Y X CITY OF TUKWILA /340 00MTY WASHINGTON ALLENTOWN WATER AND SEWER SYSTEM IMPROVEMENTS PHASE 11 WATERLAD/ DETAILS No. OA1E APPO 010E FEB. 2001 SCALE NONE DRAWN: LA.L 01900101: 144.0. APPROVED: Grey 8c Oebornla, L CONSULTING ENGINEERS 010 A13 0 R0R1N 0 201 SEAM wA9wglml 00100• DWI ma-ea DUCTILE IRON GRAZE, PER STANDARD PLAN 8 -2A 01-20 LOADING REQUIRED) SLORE 0' WIN 10' MAX WATENIIGIT CONCRETE AD.R15111ENT RISER SECTIONS AS REWIRED ORWT 10• DI 408E TO DRAIN (0.005 FT/FT MN.) 6 MINIMUM COMPACTED DEPTH FOUNDATION GRAVEL NGLOE IN UNIT PRICE BD) PER STRUCTURE TYPE 1 CATCH BASIN NOT TO SCALE CONCIRETE THRUST BLOCK CCir3'�10f1. OR 3 TIES DIA. 0- TIE TAP WHICHEVER GREATER =1 I 0 �_� PROVIDE 0 RING SEAL PER T.M.C. CAST RCN TAPPING TEE 421 ON SIZE TAP CONCRETE THRUST BLDG( RE4LIENT SEAT GATE VALVE NOTES 1. DOS IS FOR TAPS ON CE8ENT LINED DUCTILE PIPE. 2. ASSEMBLY TO BE PRE - TESTED BEFORE DRILLING. FULL BODIED. CAST IRON TAPPING TEE AND VALVE NOT TO SCALE OF ROADWAY a VAULT —QROAD CURB1 ROAD AXIMUM WITHIN EASEMENT OR RIGHT OF WAY LIMIT LOCATION PLAN NOTES: 1' MW. GALV. RCN PIPE IT MIN. AIR 41 VACUUM VALVE. SCREWED. APCO No. 1431 CR EQUAL Y BEE HIVE STRAINER Y OPEN PATTERN. RETURN BEND z' CALV. WG1 PIPE 2 -2' 90• ELBOWS. GALV. t CLOSE WE(DIOLIFD) 2. X 1" MN. REDUCER N. S-6' 1' 4404. 1' MN. 0.03E NIPPLE 1' Y111. 90. EI5OW 1' MN GALV. IRON PIPE TO FIT 1' 41141. UNION 1' MN. BRONZE GATE VALVE 1" CORP. STOP TAP TOP OF THE PIPE 1. AR VALVE TO BE INSTALLED IN TY X 28' CONC. METER BOX W/ 3/6' STEEL DIAMOND PLATE COVER. FOG -1TE PETER SEAL CO. N0.2 METER BOX OR EQUAL 2. BED WIN IMPORT MATERIAL (GRAVEL BASE). 3. LOCATE 10' IAN. DISTANCE FRG/ ANY VEHICULAR ACCESS. MR & VACUUM RELIEF VALVE DETAIL NOT TO SCARE FCR PIPE ALLOWED TO BE RACED IN EXISTING DTOH SECTION. PIPE DEPTH SHALL BE A IA217.1UM OF 3' BELOW DICE' BOTTOM OR 3 BELOW ROADWAY SHOULDER WHICHEVER IS GREATER WATER MAIN PIPE 'M 7 / 8� ®V LOCATION VARIES PPE WATER MAIN LOCATIO4 VARIES PPE �- UNLESS SPECIFIED OTHERWISE BY • 011 WATER MAIN DEPTH REQUIREMENTS NOT TO SCALE FINISHED GRADE CR SUBWADE AS APPLICABLE S[—PAVEMENT REPAIR SEC11014 TRENCH BA06TLL PAY 40184 LIMITS • • 4 • 9$ 9 BA001LL MATERIAL CONSISTING OF SUITABLE EXCAVATED NATIVE MATERIAL OR GRAVEL BASE 0055 B AS REQUIRED SPECIAL PRECAUTIONS TO PROTECT PIPE TO 11I5 LEVEL 800101LL MATERIAL CONSISTING OF SUITABLE EXCAVATED NATIVE MATERIAL OR GRAVEL BASE CALSS B AS REWIRED CWPUN4 COPPER TO MALE RCN PIPE MUIU.18 OR EQUAL 810(41148010 1' MN. MO! PIPE THREAD CORP. STOP 8 /880 BEND FOR O WC1LE IRON SADDLE 'MIN 1' MN. SERVICE TAP MUGGER H -10013 OR EQUAL UUC111 POI WATER MAIN UNDISTURBED EARN N051 1. BACKPILL MATERIAL AND CGLIPACTIGI SHALL BEN 03NFGIANCE WTI NE SPECPICA I M. WATER MAIN TRENCH SECTION NOT TO SCALE 1 1 LL O v SKEET 40 s: XX JOB NO. 00179 DWG. DETML3 OS 001E 02/26/01 1216:6 P000 R -O-W WIDTH - SEE PLAN NEW t IAN. COMPACTED DEPM CLASS G ASPHALT CONCRETE PAYd5N1 (SEE SPE:PICAIKIN FOR FOR PAM) REOUIREWl15) 4 MAX (3(P) 3' MIN. COMPACTED DEPTH CRUSNW SURFACING TOP COURSE (11P) 1 REMOVE AND WASTEHALL TO ACCONODATE FOR NEW ROADWAY CONSTRUCTION MUTT TRENCHES, CONPACRD &APPAL CROSSING OF SUR•BLL EXCAVATED ENTERAL BANK RUN GRAVEL OR CRUSHED SUREACPIO TOP COURSE AS REAMED LOCATION AND NULIBER OF TRENOES VARY - SEE PLANS r MIN (OR MATCH LOrnNO DEPTH IF GREATER) CLASS 1177.\\ ASPHALT CONCRETE PANMENT r YIN. COMPACTED DIEM ORUSHED SWFIONC BASE CORSE PAYMENT SECTION SUB:RADE ROADWAY RESTORATION CROSS SECTION NOT TO SCALE 'MEND RESTORATION 010TH VARIES SEE SKEET 37 FCR PAYMENT LEIR15 r MIN. COMPACTED DEPM ASPHALT DEWED BASE r 4491 COPACTm DEPTH CRUSHED SURFACING TOP NURSE TE0101 SEC00N LOCATION VARIES W1TMN STREET SECEDE. REFERENCE WATER MAN TRENOI SECTION DETAIL FOR 1REN04 BACOTLL REQUIREMENTS. tr 3' COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 3' MINIMUM COMPACTED 0l.& PTVI ASPHILLT TRTIADAT BASE NEAT LINE 0115 (SANWT) SHALL BE TACK COATED AT THE FACE PRIOR TO PAVING AND SEALED AT DIE TCP ASPHALT (AR SIX NCH 4000 WE ALL DAMAGED PAVEMENT GRADE STERPING STALL BE REPLACED. NEW STRIPPING SHALL BE OF STRE 117G 00.00. 400111 AND LOCATION 0i 005TING DOSING PAVEMENT ASPHALT PAVEMENT REPAIR SECTION NOT TO SCALE PAYMENT 00004 AS APPROVED dSS- {.)'.610.1Yo .:: v!' TRENCH SECTION LOCATION VARIES W11NN STREET SECTION. 3053010E WATER MAN TRENCH SECTION DETAIL FOR 1REN04 BA0(RL RORRM01TS CRUSHED ROCK REPAIR NOT TO SCALE EX03TING GROUND SIBGRA0E TRENCH WALL TYPICAL DRAINAGE DI1CH LOCATIONS AND OCPTII VARIES PROVIDE NEW 3/0' HOT- DRIPPED GALVANIZED 51EEL NUTS BOLTS AND WASIPR4 MAILBOX • PAPERBOX RELOCATION DETAIL NOT TO SCALE COSTING WATER UNE 10' 1/4' NICE CONTINUOUS DUCTILE IRON ENCASEMENT. IF GA PRESSURE GROUT ALL VOIDS W1M SAND -CENENT CADET EXISTING WATER M Y6SV. NEW SEWER MAN OR F0)CE MAN 1. WHEN AN 10 -INCH SEPARATION CANNOT BE ACHIEVED BETWEEN NE NEW SEWER MAY! OR FORCE YAM. AND THE COMM WATER UNE CROSSING A It OA MLLE RCN EMCASEAE T PIPE SHALL BE &STALLED AS A SLEEVE 50 THE SEWER PPE 2. CENTER SEWER MAN PPE UNDER WATER CONE CROSSING TO MAXM2E JOINT SEPARATION FROM PPE CROSSING 3. THE VOIDS O' THE ENCASEMENT PPE SMALL BE PLUGGED WIDI A CEMENT CONCRETE PLUG TO PNEVFNT LEAKING OF MATERIALS INTO ENCASEMENT PIPE WATER UNE CROSSING DETAIL NOT 10 SCALE MW SIGN RELOCATION DETAIL NOT TO SCALE 011E; SEE SPTDPICADO S REGMDMG DIE REFERENCING AND RNSTALLATION M COSTING NCIMAINTS MONUMENT DETAIL NOT TO SCALE PAVENENTC°"CtASCRFIF 3000 110 CONCRETE 1' MIN. SAD 1• WIDE, 1. THICK RYRD NINA BRONZE RUG WARNER 1-/3 SIRUP UNCSNR® EAR& 1 own 41 on XX JOB N0.: 00039 DNC DETAII.0 a BY. MO OAIL 02/25/01 11:53 32 PA 1r PROW CARR BASH RIGOR FROIECMN 111II1 SIIFNIWUO BA91 NSW 4116; F901 FTS OMOWEITA 40 ANMES FAIN. CATCH BASIN SEDIMENT BARRIER NOT TO SCALE 940*0 ARIAS 111111 3 GALV. BA&12a POST SOPS WNCRETEo FINISH GRADE W POST CONC. IT9E B U} SERRE (TYP. ALL Po5TS) ` PQM TYPICAL FENCE DETAILS NOT TO SCALE SEE SE011ON CHAINLNK FENCE FABRIC TOP RAIL 1M 5 NOTES 1. CHAPMAN FENCE SHALL BE FURNISHED ! INSTALLED *COOKING TO THE RASI NGION STATE DEPARTMENT OF TRANS - POTATION STANDARD SPECIOC*11ONS 1991 FOR CHANUNK FENCE TYPE 1 AS DRILLED ON STANDARD PLANS 1 -2 t 1 -7. 2. CORNER POSTS SHALL BE INSTALLED AT ALL P0/T5 WHERE THE ALGNMENT CHANGES 754 OR MORE. NEWLY GRADED OR WOMBED SIDE SLOPE 20 GAGE WIRE 242 STILE TIEBACK 244 DOUGI.IS FN OR r OA. STEEL 4. BURY BOTTOM Of 1 MN' FILTER FABRIC MATERIAL TYPICAL CR088 SECTION FLIER FABRIC INTERNE 4111981 140 MDR OR EOM. 5FAPIES OR WIRE WIRE FABRIC (IMP) 2%2%14 GA WOOED WIRE FABRIC OR EOUN 11 11 11 11 - 11 11 NOTES: 1_ -- UH- _ - --1 2.44' DOUGLAS FIR AT 4' 0.C.� N0. 1 GRADE OR EQUAL OF 2' DIA. STEEL ELEIALQN BURY BOTTOM OF FILTER FABRIC LMTENN. IN SW TRENCH SILTATION FENCE DETAIL, NOT TO SCALE 1. WHERE POSSIBLE. MAINTAIN NATURAL VEGETAIKIN FOR SLT CONTRO. 2. TEMPORARY 5ILTA110* AND DETENTION PCHD5 TO BE CONSTRUCTED BY PLACING STRAW BALES OR 1116* FABRIC FENCES ACROSS SWALES. PONDS SHALL BE CONSTRUCTED TO PROVIDE 2 0U8IC FEET CF SETTLING POND VOLUME PER 50 SQUARE FEET OF CLEARED AREA TRIBUTARY TO THE POW. 3. CONSTRUCT ROCK 0ECK DAMS MI OPEN DITCHES AS REQUIRED, 4. ALL TEMPORARY EROSON CONTROL STRUCTURES SHALL BE MAINTAINED IN SATISFACTORY 0•1211100 UNTIL CLEARING AND/CR 441151R4UC110N IS COMPLETED AND SURFACE 8ESTORA110N HAS BEEN CCMPLEEEO. 5. RETURN SLTATKIN CONTROL AREAS TO 2654141 GROUND CONDITIONS. TWO STAKES PER BA TO MAINTAIN POSITION AS REQUIRED ELEVATION STRAW BALE DAM NOT TO SCALE 6i' y SHEET: 42 OF: XX JOB NQ: 00539 DWO DETAILS if tstatlm.Op SCALE 1.000.1 BY. KW 0t1L 02/25/ TO (4 F) SEE SHEET 5 ACCESS LADDER 91111 *LADDER UP • SAFETY POST SUBMERSEILE PUMP N0.2 REMOVABLE SEC11O11 N GRATING 'FOR PUMP REMOVAL am11- 1- 1- 1111101•WO :11.+ _® AImm•Ie11,- �,,. -:. LtiU I = HOPE 0J. PPE PPE ' -0• . 4' -0' BRCO GR LW. PtOWCTS H2O ACCESS HATCH w/ WA1ER1104T W94E1 AND RECESSED PADLOCK HASP 4'-2•84' -r. (L4� I.D. PRECAST VK4E VAULT TOME. CIEM( VALVE DAVIT CRANE SS ON�S UT L® 12• I.D. PRECAST MANHOLE NET WELL OU1IUNE Cr HATCH OP09NG IN CONCRETE TOP SLAB. CLEAR OPE1190 SHALL BE A 1104. OF 4' 4.3' (HINGED 1645 SIDE) 44 UFT STATION PLAN SCALE: 1 -1/2• GRAIN- COIJP*IG MELDED TO UNDERSIDE Cr FRAME CONNECT TO 1 -1/2• SCH 40 PVC GRAN 191E 60ITE 00.68 TO MAP. SECURE TO WAIL AND 00.1NG AS NEEDED. 2 -0 CONTINUOUS PERIMETER BARS SUBMERSIBLE PIMP N0.1 A' -O• x 31-0• BR00 oft L.w. PROOUCTS. ACCESS HATCH W/ RECESSED PADIDCK HASP. DAMT CRANE. 5S EMBED 5001ET 060■ MING NUT PLUG 2-0 10P AND BOT10M E•1010 10 WAIL 0 CABLE CONDUITS TO PUMP 0011RM. PANEL SEE SHEET E -2 i. •.S • 111.50 0/P� 47 DUCK MIN EACH WAY POLYPROP.TENE MANHOLE STEPS . SPACED 17 O.C. NON - SHRINK GRGR PPE SUPPORT STANDOM MODEL 592 OR EQUAL 7.0.5 EL 106.50 GROUT TO FORM DRAIN SUMP SUMP 6• DIA X ID- DEEP W/ MEDIAN R- 6045AG GRATES AND FRAMES BOIL 1. ALL MECHANICAL JOINTS FOR FORCE MAN 94A1 BE INSTALLED 9111 RESTRAINER. °O° 17 MIN 104904TIONN GRAVEL PPE SUPPORT T S.S. GUIDE BAR 56 PK90' LOT CABLE 1 1 1/2• DRAIN COUPLING RELIED TO .20MsDE OF FRAME FOR 5CH 40 PVC URAIUNE W/ VAPOR TRAP (BACK OF SECTION) PUMP ROWER CABLE EL 9600 H.W. ALARM - 4 97.00 LAG PUMP ON - 4 96.00 LEAD PUMP ON SU9MER9B1E PU1m 110.2 -7 SECTION O SCALE: 1 /2• -T' -O• 4 94.30 PUMP OFF 4 94.00 LOW ALMA CONCRETE GROUT AT 2:3 S.OPE BASE SAAB 17 MICK 411,4 � 46 0 700 O. WAY 17 MN FOLNDATON CRAWL PUMP SCHEDULE RaN WP"C" C1 5¢1AG I DOWMa 2•:T MDL E NON 6W SAMOMBLE C 025 FT KO ION Yv A' DIA VALVE SCHEDULE 1401 DESONIMIGN 9a 4P1RA1M Mf CHF. vALK 4 R • R N/A CNLIX V•LK N/A GV-1 GA111 VALK R. FL NAMOHEL GATE VALK FLAB HMOIFR6 STRUCTURE COORDINATES- sawn= Looms NNt119M CASING Goma ALLENTOWN SEWAGE LIFT STATION SITE PLAN SCALE 1. -10• 1J R Z9 Ryg �S k SHEET: M -1 OF: XX JOB NO.: 00539 DWG LIFRTAIIDN.DWG ALE 1.0001.000 0 IB 010E 02/25/01 10.11 09 PAIR M \IY01ILL ALLENTOWN SEWAGE LIFT STATION SITE PLAN SCALE: 1' -10' CONDUIT SCHEDULE 05021 SDP no. RE ILA nP LIFT STATION PLAN NOT TO SCALE CABLE =WINS 10 PUMP mom PANEL SEE SHEET ( -2 tlD1Ei 1. ADJUST/92E OVER NEATER ELEMENT TO PROTECT THE ACTUAL MOTOR FDRN19I0. 2. PROVIDE CON59, POWER TRANSFORMER 92E1 FOR 5E ACTUAL LOAD SERVED BY SECONDARY TRANSFORMERS. 3. UTILITY NETER AND MAN DISCONNECT SHALL BE 40UN1E0 ON CON50. PANEL ENCLOSURE INSTALL METER BASE AND MAIN DISCONNECT AS PER SEATTLE 0111 UGIT STANDARDS. 4, SEATTLE CITY UGHT SHALL PROVIDE UNDERGROUND PRIMARY CONDUCTORS. 480/2770 3 P4. PAD MOUNT 5AN9F010I171 AND ALL HIGH VOLTAGE 1ERMINAD0N9 CONTRACTOR SHALL PROVIDE 4' SCIH 40 PVC CONDUIT AND ALL REQUIRED ELBOWS. S. PROVIDE (QTY •) Ii w FOR TERMINATION OF TRANSFORMER SECONDARY AS FOTERTERMINATION ERS: H04AC SERIES 'AL -IC TWO HOLE NEW* LUGS. AS Pa 0ATRE 0TY UWT 5098046Di 6. 4A5TAIN 8 FEET CLEARANCE 430.50 TRANSFORMER AS REWIRED BY 'RAC 296 -46-480. 7. CONTRACTOR SHALL COORDINATE WITH PUMP SUPPLIER AND PROVIDE REQUIRED CONNECTIONS 94 PMU IS REQUIRED Q CONTRACTOR SHALL COORDINATE W5 PUMP SUPPLIER AND PROVIDE REQUIRE) PENETRATIONS AND SEAL OEM IF THE CONTROL CONDUCTORS ARE NOT INCLUDED O THE POWER CABLE • I. ULTRA 50140 SENSOR/TRANSDUCER SHALL BE SUITABLE FOR CUSS 1 ON90N 2 LOCATION PRIMARY POWER BY SEATTLE a111 LIGHT EXISTING POWER POLE STANDBY GENERATOR O-- UNDERGROUND PRIMARY C010510TOR5 BY PUD; 4' CONDUIT BY CONTRACTOR (NOTE 4) r PAD MOUNT TRANSFORMER BY SEATTLE 0TY LIGHT 460/27)11, 3P4. 4W SECONDARY VOLTAGE (NOTE S) 100* 48011 3PH METER BY SEATTLE CITY UGH) METER BASE BY CONTRACTOR TO SEATTLE CITY UL6T STANDARDS (NOTE 3) ib 48011, 34 4 'ASE. 48A NEMA 30 (NOTE B) SEAL OFT TYPICAL .0. E5GNT S1M105106 LO:� N VALVE VAULT MAN BREAKER, 100A FRAME 3P -40*. (21� 3) NEMA .SR (S USE) WOUND G90UND ROD so- AUTOMATIC TRANSFER 500701 NUM 3I2 3P -48A 480V 3P-15A )3P -154 IP2 -XFO R (NOTE 2) RENA 51201 UW11NG ARRESTOR aro (NOTE 1) ©( T NOTE VOLTAGE MOUTE R RELAY ULTRASONIC LEVEL TRANSMITTER (NOTE S1 P2 -0540 (NOTE 2) NEMA SIZE 1 m (NY (NOTE 1) (NOTE 7) 11122101 !li_�__i OE TED � 00 0 0 PULP No. 1 LEVEL FLOAT PUMP START FLOAT PUMP STOP FLOAT LDW FLOAT ULTRASONIC ' LEVEL SENSOR O PUMP No. 2 g 7 SKVA 480V- )20/240V 0615 'LC' ) I) I) I) NOTE B) CONTROL PANEL ENCLOSURE NEMA 12 CENTER 120/04011 30A RAIN BREMER `SEAL OFF VAULT W500T TYPE 3 4-1300 211 R 31 %214 • SEE ELECTRICAL SHEET 0 -4 FOR PUMP POWER CABLE, FLOAT 55701. AND ULTRASONIC LEVEL MOUNTING DETAILS. ALLENTOWN LIFT STATION ONE -LINE DIAGRAM NOT 10 SCALE SHEET: E -2 a: XX JOB N0: 00539 0060 E -4 n: APB DATE 02/23/01 12 4137 PATH W \TWYILA \005391E -5.0.. SCALE: 1.000-1.000 • Ci Ci 0i Oi • re — 000 0 00 11P4 gq; s A9 zz p 9 M P� V g 0 r- ✓ r- L (a) , (° r- (J =A T T 41T T 1 5. 0 A 0 100 x m CITY OF TUKWILA 1@10 COUNTY WA9010TON ALLENTOWN WATER AND SEWER SYSTEM IMPROVEMENT. PHASE 8 CONTROL PANEL ELEMENTARY WIRING DIAGRAM REVISION DATE APPO DAIS FEB, 2001 SCALE NO1E0 DRAW EST. OES411ED: J.Y.N. APPROVED: T.J.O. Grray 8c Osborixo, Lao. CONSULT NC ENGINEERS 1m OMB MO. NORM ODRE Tm IIA111L WAWmm011 MIM• (100) 1sA -Dm k16 DALE 42!23 /01 1145-10 (NOTES 1 L 2) 4•-0' NOMINAL CL. 3000 CONCRETE PAD CODUITE MA HER AND SIZE AS PER C@IDUIT SOEDLLE LIFT STATION CONTROL PANEL ELEVATLON 4430 TO SCALE e RTN PIMP 1 POP 2 Q NOA RUN B mum 0 0 LEAK Q R SET [-l0 RESET L-l0 ROPEIO CONTROL PANEL JNNER DOOR NOT TO SCALE 9•x3/4' GRORD ROD (MOTES 3> AUTOMATIC TRANSFER WITCH [MAIN CIRCUIT BREAKER MOTOR CIRCUIT BREAKERS LOAD CENTER BATTRY AND CHARGER RELAYS 0 CONTROL PANEL BACK PANEL ARRANGEMENT NOT TO SCALE NEW CIRCUIT SCHEDULE FOR PANELBOARD 'LC' 100A, 120/240V, 18 3 WIRE - W /2P BOA MAIN BREAKER DIRECTORY WATTS LOAD CKT. No. BKR. AMP. L1 ' �;� PA1A A1l PI 12 BKR. AMP. CKT. Na WATTS LOAD DIRECTORY L1 L2 Lt L2 - - 2 - - ISO S 6 - - - 1,920 ] B - - - - - 1 - 12 _ _ SUB TOTAL: 180 1,920 - 8UB TOTAL —14 - - SUB TOTAL VOLTAGE: 120/240. VOLT MPH. 9W. 8N MAIN BUST TOTAL WATT8,L1: .- PANEL No. TOTAL WATTS,LI: MAIN BREAKER: - FRAME: - A. TRIP: TOTAL WATT8,L2: - MOUNTING: TOTAL WATTS: - LOCATION: _ NOTE: PROVIDE 12 POSITION PANEL LOCATION: _ NEW CIRCUIT SCHEDULE FOR PANELBOARD 'LC' 100A, 120/240V, 10 3 WIRE - W /2P OOA MAIN BREAKER DIRECTORY WATTS LOAD CKT. No. BKR. AMP. U �, 12 ' , — BKR. AMP. CKT. No. WATTS LOAD DIRECTORY L1 L2 L7 _L2_ - - 180 5 6 - - 1.920 ] 8 - - - II - - 12 - - 8UB TOTAL 180 1.920 —N - SUB TOTAL VOLTAGE: 120/240 VELT MPH. 9W. 814 MAIN BUS.- TOTAL WATTS,LI: - PANEL No. MAIN BREAKER: - FRAME: - A. TRIP: TOTAL WATT8,L2: - MOUNTING: TOTAL WATTS: - LOCATION: _ NOTE: PROVIDE 12 POSITIO4 PANEL 0 ULTRASONIC LEVEL CO4TRELLER, M(LLTRDNICS HYDRORAN303R ON APPROVED EQUAL O2 OTIRINSICALLY SAFE P128 CONTROLLEM, OVERSIFDCD ARM - 120 -AFE OR APPROVED EQUAL O3 RUGID 'RUG 9' RTU VITH DIAL -UP SI TVARE ©TRUE 200 -DELAY TINE DELAY MAT, DIVERSIFIED TOT SERIES OR APPROVED EQUAL 0 COAL -COIL BISTABLE LATCHING RELAY ©SUBMERSIBLE PUP WATER-IN-OIL LETECTIW RELAY, WARRICK SERIES 1681 0R APPROVED EQUAL. CDPATIBILE VITH T>E PUMPS SELECTED L ENCLOSURE SHALL BE NEMA 12 VITH RAIN MELD. 2 PROVIDE MOUNTING LUGS FOR 200A NETER BASE, MAIN BREAKER AND TELEPHONE NETVORK INTERFACE 110% TO BE NOIA4TED ON EXTERIOR OF ENCLOSURE. 3. WIRING FROM THE ULTRASONIC LEVEL INSTRUMENT AND LEVEL FLOATS SMALL BE SEGREGATED FROM GOER VIORG AS PER NEC ARTICLE 504 - 30(3). i SHEET: E -4 a: XX JOB NO.: 00539 B[ qD OAIE: 02 /23 /01 t}213 PAM 314 SQUARE Hu DIPPED GALVANIZED STEEL ACCESS NATOI *ITN NIMES AND LOCKS NED LOAD RA PRECAST UTILITY VAULT AS PER PUD STANDARD 12. SEMEN. 14-2000 EMBEDDED PI DOI WAIL *TN CARLE RAMS AS REOUIRED CABLE RACKS AS REWIRED WIG LISIDIS cePosnt EACH DUCT BAINC CONDUIT END DELLS RUSH GRIMED 3' CAA 0*E30210 CUBIC YARD ORAN GRAVEL ROSES L GROUND 1R12NSF40CR CASE. DACE ARRESTERS NEUTRAL. CRITIACIDIG CONDUCTS= AND PRIMARY 120 SECONDARY CABLE MELDS. SEE MCI CZ L WP* 70 2 PROVIDE TIC 17/DIND LIMP AT I' OFT SLAD AND DEEP OCNINLP OF 12. COVER/. TRANSFORMER GROUNDING DETAI FOR PAD-MOUNT TRANSFORMER KO TO SEALE ntoSwro GRADE i,,RIAVVVSYSYV'tN,NYW, XIS In. 114101 YELLOW PLASTIC INDICATOR TAPE MARKED "ELECTRICAL" A COLIPACTIED BACKFILL SAND BEDDING MATERUL ELECTRICAL COIDUIT NURSER 1 SIZE VARY OS PER ELECTRICAL SITE PLAN TYPICAL ELECTRICAL TRENCH SECTION am FOR UNDERGROUND PRDLARY/ _ 1Z7 par TO SCALE VEATNERPRIXF ACOUSTICAL GDCRATIIR MARC \ Oa= L REFER TO SITE PLAN FOR CONDUIT ROUTING 12 CONTRACTOR SHALL VERIFY ACTUAL 00NE5A10* 013041013 PRIER TO 000131104 4504 STANDBY GENERATOR ICT 50 0424.0 .2,4',YVVVYA",t(VVV•is. 0 4012 X 15 MIL DOCK YELLOW PLASTIC POICATCR TAPE MARRED 'ELECTRICAL LOUT?' COMPACTED ISACIOIU. SAND BOXRNG MATERIAL NEW ELECTRICAL PRIMARY COOL= TYPICAL PRIMARY ELECTRICAL TRENCH SECTION DETAIL ICT TO SCALE TYPICAL PUMP POWER CABLE SUPPORT DETAI KR 113 SCALE ACCESS NATOI VITII IOCES, LOGICS NC 1420 LOAD RATED 0012 .130110 OR 424RO7E-0 EQUAL CORP. SUBGRADE C550 suumn SUPPORT 3/00 CLIVi/O,FLTS.S. .11 GP PLIMP STATICN PROM( 0 OF EXTRA CORD LOCe. 1214 2/34IA5I0 BE %RAPS. SECURE FLOAT CCRDS TO GRAN 0. CAME W/PLASTIC 13 WRAPS LEVEL CCOORCI. ROAT WIDNES STADILESS STOIL UBLE. CUP CABLE TO P0104001 11605140 11E WRAPS FROM ELECTRICAL SUPPING VP COMET SIZE An TYPE VARY puLLsox DETAIL 'Er NOT TO SCALE \ SEAL OFT IT, CONDUIT <TY,. REFER TO SITE PLAN, SEAL-OFT VALLI. TYPE 3 J-DOX. ENA31005 SEAL-OFF VAULT - PLAN le (OT TO KALE SeCr. (14 12 W0/(NUT SEE MECHANIC& 114.4045 =0 ELEVATION DETAIL TYPICAL FLOAT SUPPORT DETAIL KIT TO SCALE 401 Virr ULTRASONIC LEVEL TYPICAL MOUNTING DETAIL MT TO SCALE MISCELLANEOUS ELECTRICAL DETAILS SHEET: E-6 Or: XX Xe 110.: 00339 (-9