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Home My WebLink AboutPermit PL13-033 - CITY OF TUKWILA - 180TH STREET VARIANCE (STORM LIFT STATION #15)S 180th ST VARIANCE STORM LIFT STATION #15 PL13-033 L13-036 ZONE CODE VARIANCE ZONING CODE VARIANCE ZONING CODE AMENDMENT COMPREHENSIVE PLAN AMENDMENT COMPREHENSIVE LAND USE PLAN AMENDMENT City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director August 5, 2013 NOTICE OF DECISION TO: Ryan Larson, Applicant King County Assessor, Accounting Division This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. I. PROJECT INFORMATION Project File Number: L13-036 Applicant: City of Tukwila Public Works Type of Permit Applied for: Variance Application Project Description: Variance application to encroach 2.75 feet into the required front setback area Location: 5910 S. 180th Street. Associated Files: None Comprehensive Plan Tukwila Urban Center (TUC) Designation/Zoning District: II. DECISION SEPA Determination: The City SEPA Responsible Official has determined that this application does not require a SEPA threshold determination because it is categorically exempt. Type 3 Permit Decision by Hearing Examiner (except shoreline variance) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 Decision on Substantive Permit: The City Hearing Examiner has determined that the variance application does comply with applicable City and state code requirements and has approved that application with no conditions. III. YOUR APPEAL RIGHTS The Decision on this Application is a Type 3 decision pursuant to Tukwila Municipal Code §18.104.010. Other land use applications related to this project may still be pending. No administrative appeal of the Decision is permitted. A party who is not satisfied with the Hearing Examiner's decision may file an appeal in King County Superior Court. IV. PROCEDURES AND TIME FOR APPEALING Any party wishing to challenge the Hearing Examiner's Decision must file an appeal pursuant to the procedures and time limitations set forth in RCW 36.70C. If no appeal of the Hearing Examiner's decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. VL INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Brandon J. Miles, who may be contacted at 206-431-3684 for further information. Property owners affecte. : s decision may request a change in valuation for their property tax purposes. Contact the King . • ty Assessor's Office for further information regarding property tax valuation changes. Brandon J. es, Senior Planner Department of Community Development City of Tukwila Type 3 Permit Decision by Hearing Examiner (except shoreline variance) Initials Page 2 of 2 09/01/2010 2:25:00 PM W:\Planning\Planning Forms\Notice of Decision\NOD Type 3.doc CITY OF TUKWILA HEARING EXAMINER FINDINGS, CONCLUSIONS AND DECISION PROJECT INFORMATION SUMMARY APPLICANT/OWNER: Tukwila Public Works Department REQUEST: Variance from setback requirement LOCATION: 5910 S. 180th Street FILE NUMBERS: L13-036 (Variance) COMPREHENSIVE PLAN AND ZONING DESIGNATION: Tukwila Urban Center SEPA DETERMINATION: PUBLIC HEARING: EXHIBITS: Exempt July 30, 2013 The following exhibits were entered into the record: Department's staff report and Attachments A (Applicant's response) and B (Construction plans) Introduction Applicant Tukwila Public Works Department seeks a variance from the required front yard setback. A public hearing was held on the application on July 30, 2013, at the Department of Community Development, 6300 Southcenter Boulevard, Tukwila, WA. Represented at the hearing were: the Department, by Brandon Miles, Senior Planner, and the applicant, Tukwila Public Works Department, by Robin Tischmak. No members of the general public testified at the hearing. The Examiner viewed the site on July 30, 2013. Except as otherwise noted, references to "Code" or "TMC" refer to the Tukwila Municipal Code. After due consideration of the evidence presented at the public hearing, the following shall constitute the findings of fact, conclusions and decision of the Hearing Examiner on this application. Findings of Fact 1. The City of Tukwila Public Works Department operates stormwater Pump Station 15 at property addressed as 5910 S. 180th Street. The pump station is located below ground, at the edge of an existing surface parking lot which serves a Regal movie theater. Hearing Examiner Decision L-13-036 Tukwila Public Works Variance Page 2 of 4 2. Pump Station 15 moves water from the south portion of Tukwila's urban center to the Green River. The pump operates as needed, 24 hours day, every day. The pump station runs on electrical power. The City is anticipating that Pump Station 15 will be required to handle a significantly larger volume of runoff in the future, on account of the large amount of new impervious surface that will be created under the Tukwila South Development Agreement. In the event of a power outage to the station, large amounts of runoff from this area could cause flooding of the City's urban center. 3. The Public Works Department plans to install an above -ground generator next to Pump Station 15, with a 10 -foot high wall (concrete masonry fencing) and landscaping that would screen the facility and protect the generator from vandalism. The new generator would provide the power to the existing pump station in the event of a power outage. 4. The proposed generator and fencing would be located within the existing City easement area on the property as shown in Ex. 2 (construction plans). The fence would encroach 2.25 feet into the required 15 -foot front setback. The applicant therefore seeks a variance from the setback to allow for placement of the fence at this location. 5. The applicant has considered placing the generator and fencing further back from the property line in order to meet the required front setback. However, this would cause the project to encroach into the drive lane located immediately north of the easement, and would also require the removal of more parking stalls than would be required under the current proposal. It is not known if the property owner would allow or grant the use of the drive lane area for this purpose. 6. The applicant has also considered not installing the generator, but instead bringing it to the site in the event of a loss of power. However, this option is not considered practical, since the loss of the pump station would cause flooding within a matter of minutes, and flooding would occur before the transport and installation of the large generator could be completed. 7. TMC 18.72.020 sets forth the following criteria for variance approval. The Hearing Examiner shall consider all requests for variance from the Zoning Code; variance from the provisions of such ordinances shall not be granted by the Hearing Examiner unless the Hearing Examiner finds that all of the following facts and conditions exist: 1. The variance shall not constitute a grant of special privilege inconsistent with the limitation upon uses of other properties in the vicinity and in the zone in which the property on behalf of which the application was filed is located; Hearing Examiner Decision L-13-036 Tukwila Public Works Department Variance Page 3 of 4 2. The variance is necessary because of special circumstances relating to the size, shape, topography, location or surrounding of the subject property in order to provide it with use rights and privileges permitted to other properties in the vicinity and in the zone in which the subject property is located; 3. The granting of such variance will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and in the zone in which the subject property is situated; 4. The authorization of such variance will not adversely affect the implementation of the Comprehensive Land Use Policy Plan; 5. The granting of such variance is necessary for the preservation and enjoyment of a substantial property right of the applicant possessed by the owners of other properties in the same zone or vicinity. Conclusions 1. The Hearing Examiner has jurisdiction over this application pursuant to TMC 18.104.010. 2. The first criterion is whether the proposed variance constitutes a grant of special privilege inconsistent with the limits upon other properties in the vicinity and zone. To some extent, the situation here is not readily comparable to other uses or properties in the vicinity and zone. Pump Station 15 is a part of the City's stormwater system and is necessary to prevent flooding in the City's urban center area. The City is the only property owner in the City to operate a public stormwater conveyance system. The new generator and fence must be located next to the existing pump station. Allowing a variance of 2.25 feet from the required front setback would not constitute a grant of special privilege. 3. The next criterion is whether the variance is necessary because of the property's special circumstances, so that the variance is necessary to provide it with the use rights and privileges permitted to other properties in the vicinity and zone. The existing utility system is located in the right of way for S. 180th Street. The new generator, and therefore its protective fence, must be located adjacent the existing pump station. It is not clear that the City could obtain permission from the private property owner to block that owner's drive lane in order to place the fence outside the required setback area. The ability to securely fence the new generator is a use right that is consistent with those permitted to other properties in the vicinity and zone. The proposal meets this criterion. 4. The third criterion is whether the granting of the variance would be materially detrimental to the public welfare or injurious to other property or improvements in the vicinity and zone. The placement of the fence at this location would provide screening Hearing Examiner Decision L-13-036 Tukwila Public Works Variance Page 4 of 4 for the new generator, and would prevent unauthorized access to the generator. The area is adjacent to S. 180th Street, in an existing surface parking lot, and there are no nearby properties or improvements that would be impacted by the fence, which would be screened with landscaping. The variance would meet this criterion. 5. The fourth criterion is whether the variance would adversely affect implementation of the Comprehensive Land Use Policy Plan. The granting of the variance would meet this criterion. The variance would be consistent with Goal 12.1 which calls for utility services that meet the community's current and future needs, and with Policy 12.1.20, which calls for reduction in the risk of severe flooding. The project would protect the City's Urban Center from flooding in the event of a power outage. The variance would also be consistent with Policy 12.1.25, which calls for serving residences and businesses with a storm and surface water utility; the project is intended to ensure the continuous functioning of the stormwater system. 6. The fifth criterion is that the granting of the variance is necessary for the preservation and enjoyment of a substantial property right possessed by owners of other properties in the vicinity or zone. As noted above, the City's ownership and operation of the existing stormwater system and Pump Station 15, is unlike other rights and uses. However, the grant of the variance, so that a security fence can be placed around the generator to ensure the continuing operation of the generator and the stormwater system, is consistent with the rights granted other owners in the use of their properties. The variance would meet this criterion. 7. The variance meets all of the criteria of TMC 18.72.020, and should be granted. Decision The application of the Public Works Department for a variance is hereby approved. Entered this 1st day of August, 2013. Anne Watanabe Hearing Examiner Concerning Further Review TMC 18.108.030 provides that "The decision of the Hearing Examiner shall be final and shall be appealable only to Superior Court pursuant to RCW 36.70C." eit* of J aftwila Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, _Teri Svedahl , HEREBY DECLARE THAT: /..jir‘ V ii.0 Mailer's signature: f Notice of Application X Notice of Decision Notice of Public Hearing Notice of Public Meeting Determination of Non- Significance Mitigated Determination of Non - Significance Determination of Significance & Scoping Notice Short Subdivision Agenda Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Packet Board of Adjustment Agenda Packet Official Notice Notice of Action Other: Was mailed to each of the addresses listed/attached on this 6th day of _August , 2013 Project Name: City of Tukwila Variance on front setbacks Project Number: PL13-033 Associated File Number (s): L13-036 Mailing requested by: Brando Miles /..jir‘ V ii.0 Mailer's signature: f W:\USERS\TERI\TEMPLATES-FORMS\AFFIDAVIT OF DISTRIBUTION.DOC City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director August 5, 2013 NOTICE OF DECISION TO: Ryan Larson, Applicant King County Assessor, Accounting Division This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. L PROJECT INFORMATION Project File Number: L13-036 Applicant: City of Tukwila Public Works Type of Permit Applied for: Variance Application Project Description: Variance application to encroach 2.75 feet into the required front setback area Location: 5910 S. 180th Street. Associated Files: None Comprehensive Plan Tukwila Urban Center (TUC) Designation/Zoning District: II. DECISION SEPA Determination: The City SEPA Responsible Official has determined that this application does not require a SEPA threshold determination because it is categorically exempt. Type 3 Permit Decision by Hearing Examiner (except shoreline variance) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 Decision on Substantive Permit: The City Hearing Examiner has determined that the variance application does comply with applicable City and state code requirements and has approved that application with no conditions. III. YOUR APPEAL RIGHTS The Decision on this Application is a Type 3 decision pursuant to Tukwila Municipal Code § 18.104.010. Other land use applications related to this project may still be pending. No administrative appeal of the Decision is permitted. A party who is not satisfied with the Hearing Examiner's decision may file an appeal in King County Superior Court. IV. PROCEDURES AND TIME FOR APPEALING Any party wishing to challenge the Hearing Examiner's Decision must file an appeal pursuant to the procedures and time limitations set forth in RCW 36.70C. If no appeal of the Hearing Examiner's decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. VI. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Brandon J. Miles, who may be contacted at 206-431-3684 for further information. Property owners affec Contact the King s decision may request a change in valuation for their property tax purposes. ty Assessor's Office for further information regarding property tax valuation changes. Brandon J. es, Senior Planner Department of Community Development City of Tukwila Type 3 Permit Decision by Hearing Examiner (except shoreline variance) Initials Page 2 of 2 09'01/2010 2:25:00 PM W:\Planning\Planning Forms\Notice of DecisionWOD Type 3.doc CITY OF TUICWILA HEARING EXAMINER FINDINGS, CONCLUSIONS AND DECISION PROJECT INFORMATION SUMMARY APPLICANT/OWNER: Tukwila Public Works Department REQUEST: Variance from setback requirement LOCATION: 5910 S. 180th Street FILE NUMBERS: L13-036 (Variance) COMPREHENSIVE PLAN AND ZONING DESIGNATION: Tukwila Urban Center SEPA DETERMINATION: Exempt PUBLIC HEARING: July 30, 2013 EDITS: The following exhibits were entered into the record: Department's staff report and Attachments A (Applicant's response) and B (Construction plans) Introduction Applicant Tukwila Public Works Department seeks a variance from the required front yard setback. A public hearing was held on the application on July 30, 2013, at the Department of Community Development, 6300 Southcenter Boulevard, Tukwila, WA. Represented at the hearing were: the Department, by Brandon Miles, Senior Planner, and the applicant, Tukwila Public Works Department, by Robin Tischmak. No members of the general public testified at the hearing. The Examiner viewed the site on July 30, 2013. Except as otherwise noted, references to "Code" or "TMC" refer to the Tukwila Municipal Code. After due consideration of the evidence presented at the public hearing, the following shall constitute the findings of fact, conclusions and decision of the Hearing Examiner on this application. Findings of Fact 1. The City of Tukwila Public Works Department operates stormwater Pump Station 15 at property addressed as 5910 S. 180th Street. The pump station is located below ground, at the edge of an existing surface parking lot which serves a Regal movie theater. Hearing Examiner Decision L-13-036 Tukwila Public Works Variance Page 2 of 4 2. Pump Station 15 moves water from the south portion of Tukwila's urban center to the Green River. The pump operates as needed, 24 hours day, every day. The pump station runs on electrical power. The City is anticipating that Pump Station 15 will be required to handle a significantly larger volume of runoff in the future, on account of the large amount of new impervious surface that will be created under the Tukwila South Development Agreement. In the event of a power outage to the station, large amounts of runoff from this area could cause flooding of the City's urban center. 3. The Public Works Department plans to install an above -ground generator next to Pump Station 15, with a l0 -foot high wall (concrete masonry fencing) and landscaping that would screen the facility and protect the generator from vandalism. The new generator would provide the power to the existing pump station in the event of a power outage. 4. The proposed generator and fencing would be located within the existing City easement area on the property as shown in Ex. 2 (construction plans). The fence would encroach 2.25 feet into the required 15 -foot front setback. The applicant therefore seeks a variance from the setback to allow for placement of the fence at this location. 5. The applicant has considered placing the generator and fencing further back from the property line in order to meet the required front setback. However, this would cause the project to encroach into the drive lane located immediately north of the easement, and would also require the removal of more parking stalls than would be required under the current proposal. It is not known if the property owner would allow or grant the use of the drive lane area for this purpose. 6. The applicant has also considered not installing the generator, but instead bringing it to the site in the event of a loss of power. However, this option is not considered practical, since the loss of the pump station would cause flooding within a matter of minutes, and flooding would occur before the transport and installation of the large generator could be completed. 7. TMC 18.72.020 sets forth the following criteria for variance approval. The Hearing Examiner shall consider all requests for variance from the Zoning Code; variance from the provisions of such ordinances shall not be granted by the Hearing Examiner unless the Hearing Examiner finds that all of the following facts and conditions exist: 1. The variance shall not constitute a grant of special privilege inconsistent with the limitation upon uses of other properties in the vicinity and in the zone in which the property on behalf of which the application was filed is located; Hearing Examiner Decision L-13-036 Tukwila Public Works Department Variance Page 3 of 4 2. The variance is necessary because of special circumstances relating to the size, shape, topography, location or surrounding of the subject property in order to provide it with use rights and privileges permitted to other properties in the vicinity and in the zone in which the subject property is located; 3. The granting of such variance will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and in the zone in which the subject property is situated; 4. The authorization of such variance will not adversely affect the implementation of the Comprehensive Land Use Policy Plan; 5. The granting of such variance is necessary for the preservation and enjoyment of a substantial property right of the applicant possessed by the owners of other properties in the same zone or vicinity. Conclusions 1. The Hearing Examiner has jurisdiction over this application pursuant to TMC 18.104.010. 2. The first criterion is whether the proposed variance constitutes a grant of special privilege inconsistent with the limits upon other properties in the vicinity and zone. To some extent, the situation here is not readily comparable to other uses or properties in the vicinity and zone. Pump Station 15 is a part of the City's stormwater system and is necessary to prevent flooding in the City's urban center area. The City is the only property owner in the City to operate a public stormwater conveyance system. The new generator and fence must be located next to the existing pump station. Allowing a variance of 2.25 feet from the required front setback would not constitute a grant of special privilege. 3. The next criterion is whether the variance is necessary because of the property's special circumstances, so that the variance is necessary to provide it with the use rights and privileges permitted to other properties in the vicinity and zone. The existing utility system is located in the right of way for S. 180th Street. The new generator, and therefore its protective fence, must be located adjacent the existing pump station. It is not clear that the City could obtain permission from the private property owner to block that owner's drive lane in order to place the fence outside the required setback area. The ability to securely fence the new generator is a use right that is consistent with those permitted to other properties in the vicinity and zone. The proposal meets this criterion. 4. The third criterion is whether the granting of the variance would be materially detrimental to the public welfare or injurious to other property or improvements in the vicinity and zone. The placement of the fence at this location would provide screening Hearing Examiner Decision L-13-036 Tukwila Public Works Variance Page 4 of 4 for the new generator and would prevent unauthorized access to the generator. The area is adjacent to S. 180 Street, in an existing surface parking lot, and there are no nearby properties or improvements that would be impacted by the fence, which would be screened with landscaping. The variance would meet this criterion. 5. The fourth criterion is whether the variance would adversely affect implementation of the Comprehensive Land Use Policy Plan. The granting of the variance would meet this criterion. The variance would be consistent with Goal 12.1 which calls for utility services that meet the community's current and future needs, and with Policy 12.1.20, which calls for reduction in the risk of severe flooding. The project would protect the City's Urban Center from flooding in the event of a power outage. The variance would also be consistent with Policy 12.1.25, which calls for serving residences and businesses with a storm and surface water utility; the project is intended to ensure the continuous functioning of the stormwater system. 6. The fifth criterion is that the granting of the variance is necessary for the preservation and enjoyment of a substantial property right possessed by owners of other properties in the vicinity or zone. As noted above, the City's ownership and operation of the existing stormwater system and Pump Station 15, is unlike other rights and uses. However, the grant of the variance, so that a security fence can be placed around the generator to ensure the continuing operation of the generator and the stormwater system, is consistent with the rights granted other owners in the use of their properties. The variance would meet this criterion. 7. The variance meets all of the criteria of TMC 18.72.020, and should be granted. Decision The application of the Public Works Department for a variance is hereby approved. Entered this 1st day of August, 2013. Anne Watanabe Hearing Examiner Concerning Further Review TMC 18.108.030 provides that "The decision of the Hearing Examiner shall be final and shall be appealable only to Superior Court pursuant to RCW 36.70C." BEFORE THE HEARING EXAMINER CITY OF SEATTLE CERTIFICATE OF SERVICE RECEIVED 'AUG 052013 DEVL-LU{'ML-N I certify under penalty of perjury under the laws of the State of Washington that on this date I sent true and correct copies of the attached ORIGINAL RECORD to each person listed below, or on the attached mailing list, in the matter of TUKWILA PUBLIC WORKS DEPARTMENT, Hearing Examiner File L13-036 (VARIANCE), in the manner indicated. Party Method of Service Brandon J. Miles City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188. /1 U.S. First Class Mail, postage prepaid ❑ Inter -office Mail ❑ E-mail ❑ Fax ❑ Hand Delivery ❑ Legal Messenger Dated: August 2, 2013 Lincia Vee Legal Assistant City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Staff Report To the Hearing Examiner Prepared July 17, 2013 Notification: On July 16, 2013 a Notice of Application and Notice of Public hearing was distributed to tenants and property owners within 500 feet of the subject property. The Notice of Application was also posted on site. A Notice of Public Hearing was also published in the Seattle Times. File Number: L13-036 (Variance) Associated Permits: None Applicant: City of Tukwila Public Works Department Request: Variance application to encroach 2.75 feet into the required front setback area. Location: 5910 S. 180th Street Comprehensive Plan Designation: Tukwila Urban Center Zoning District: Tukwila Urban Center SEPA: Exempt Staff: Brandon J. Miles Recommendation: Approval with no conditions Attachments: A. Applicant's Response to Design Review Criteria B. Construction Plans co 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 BACKGROUND The City of Tukwila operates stormwater pump station #15 at 5910 S. 180th Street (subject property). This lift station is instrumental in moving water from the south portion of the urban center to the Green River. Without this pump operating, parts of the urban center would be flooded during large rain events. The pump operates as needed, 24 -hours a day, 365 days a year. The City uses electrical power to operate the pumps station. Photo 1: Stormwater Pump Station #15 In 2009, the City entered into a development agreement with Segale Properties, LLC for the future development of Tukwila South. Tukwila South, which is larger than South Lake Union or downtown Bellevue, will transform one of the last remaining greenfields in the Seattle Metro area into a vast urban environment, with buildings, roads, and other impervious surfaces. Part of the water runoff from the impervious surfaces in Tukwila South will be transferred to the Green River via pump station #15. Pump Station #15 will be required to handle a significantly larger volume of water than it is currently required to handle. The amount of water that will now enter the pump station has raised concerns with the City of Tukwila that a large portion of the urban center could flood in the event of a power outage. Page2of8 To address this concern the City has proposed to install an above ground generator, which would provide power to the pumps in the event of a power outage. The generator will be placed above ground near the existing below ground pumps. In order to secure the generator from unauthorized access a ten foot tall CMU fence will be installed. The proposed CMU wall will encroach into the front setback. Existing Development The City's generator will be placed within an existing easement area near the front of the building, near S. 180th Street. Located on this property is a Regal Movie Theater with associated parking. The movie theater will remain in operation during and after installation of the power generator. A dozen parking stalls will be temporarily unavailable during construction and four stalls will be removed as part of this construction project. Photo 2: Existing Regal Theater, with associated parking. Topography: The site is flat. Page 3 of 8 Vegetation: There are existing trees located along the front of the property, which will remain following construction. Photo 3: Existing trees on site, trees will remain. Alternative to Variance Application Prior to the submission of the variance application, planning staff worked with staff from the City's Public Works Department to attempt to identify an alternative that would not require a variance. Several options were discussed, but were dismissed because either they were not practical or would have a greater impact on the adjacent businesses. One option was to not install a generator, but instead to bring a generator to the site once there was a loss of power. This approach is common with other stormwater and lift stations that the City operates. However, it was determined that this approach was not practical. First, in the event of a power outage flooding would occur within a matter of minutes. The City would not be able to get to the site in time and install a generator. Finally, the generator required for operating the pump station is larger than anything that the City maintains in its inventory. Page 4 of 8 Another option that the City considered was placing the generator further back from the property line and thus be able to meet setbacks. While this option would meet zoning, it would likely have a greater impact on the Theater use on the site by requiring that additional parking be removed and that a drive lane be redesigned. This option would also make maintenance of the pump station and generator difficult in that maintenance personal would have to travel between the pump station and generator. FINDINGS -DECISION CRITERIA The Hearing Examiner has jurisdiction over variance applications pursuant to TMC 18.72.020 and TMC 18.104.010 (3). TMC 18.72.020 lists the criteria that must be met in order for a variance to be approved by the Hearing Examiner. The specific criteria are listed below with a response from staff. 1. The variance shall not constitute a grant of special privilege inconsistent with the limitation upon uses of other properties in the vicinity and in the zone in which the property on behalf of which the application was filed is located. TMC 18.28 requires a front setback of 15 feet for properties zoned Tukwila Urban Center. With regards to the subject property, the front setback for the property is from S. 180th Street. The applicant has requested to encroach 2.25 feet into the front setback. The encroachment will permit the construction of a fence around the above ground generator. The fence will have a setback of 12.75 feet from the adjacent right of way. The purpose of the stormwater pump is to allow for the safe and efficient transportation of stormwater out of the urban center. Like most utilities, the City's stormwater system has been placed within the right of way of an adjacent street, with the pumps being placed on an adjacent property and within the right of way. The proposed generator will be placed in close proximity to the existing pumps. This is essential for maintenance purposes. In staff's opinion, the granting of this variance does not "...constitute a special privilege inconsistent with the limitation upon uses of other properties in the vicinity..." First, the City of Tukwila is the only property owner in the city that operates a public stormwater conveyance system. Thus, a special privilege is not created given that the City of Tukwila is essentially in a class of one. Finally, the purpose of the variance is to be able to provide an essential utility to other property owners and businesses in the area. Without the variance, and the generator, adjacent properties and businesses would face an increased risk of flooding in the event of severe weather during a power outage. 2. The variance is necessary because of special circumstances relating to the size, shape, topography, location or surrounding of the subject property in order to provide it with use rights and privileges permitted to other properties in the vicinity and in the zone in which the subject property is located. It should be noted that the purpose of this variance application is not to complete a project that has an economic advantage to the applicant, but instead, the project is intended to help reduce the possibility of urban flooding in the southern portion of the City. Page 5 of 8 The variance is required because of location. As is typical with most city utilities, the City's stormwater infrastructure is located near a public right of way, in this case S. 180th Street. As discussed earlier, the City's stormwater pumps are located below ground in front of 5910 S. 180th Street. In order for the generator to be effective it needs to be located in close proximity to the existing pumps. ,,eks Ntz r. . 0 =LS C, 4t1= \. Photo 4: Lift Station is located adjacent to a public street (S. 180`h Street). If the generators were placed further back from S. 180th Street, the generator and fence would block an existing drive lane in the parking lot for the movie theater. 3. The granting of such variance will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and in the zone in which the subject property is situated. The granting of this variance will help to reduce the likelihood of flooding in the south portion of the Urban Center. Without the generators, this area of the City would susceptible to flooding in the event of a major rain event and loss of power. Page 6 of 8 • The generator is a large piece of mechanical equipment. In order to prevent unauthorized access to the generator, the City is proposing to install a ten foot tall fence around it. The fence enclosure will also assist in reducing noise impacts to neighboring properties. 4. The authorization of such variance will not adversely affect the implementation of the Comprehensive Land Use Policy Plan; The granting of this variance is to permit a small, brick wall to encroach into the required setback from S. 180th Street. Granting of the variance will have no impact on the implementation of the Comprehensive Plan. The project is consistent with the following Goals and Policies of the City's Comprehensive Plan: Goal 12.1 "Utility services and facilities that meet the community's current and future needs in a safe, reliable, efficient, economic and environmentally responsible manner." Staff Response: The project will allow a storm pump in the City's Urban Center to continue to function in the event of a power outage. Policy 12.1.20 "Seek to reduce and not increase the risk of severe flooding experienced by existing public and private developments." Staff Response: The project reduces flooding risk by installing a generator that can operate in the event of a power outage. Policy 12.1.21 "Design, construct, and maintain facilities so as to minimize their impact on adjacent neighborhoods and businesses." Staff Response: The proposed design and location of the generator, with a fence, minimizes impacts on the property where the facility will be located. If the generator and fence were to meet setbacks it would impact the existing parking for the Regal Movie Theater. The proposed site plan eliminates as few parking stalls as possible; allows for the retention of existing landscaping; and will provide additional landscaping to screen the generator equipment and fence. Policy 12.1.25 "Serve all Tukwila's residences and businesses with a storm and surface water utility." Staff Response: The project will ensure that all businesses in the south area of the City have a functioning stormwater system in the event of a power outage. 5. The granting of such variance is necessary for the preservation and enjoyment of a substantial property right of the applicant possessed by the owners of other properties in the same zone or vicinity. There are no other equally situated property owners in the zone, vicinity or city. The City is the only entity within the corporate boundaries that operates a stormwater conveyance system. The purpose of this system is to serve all property owners in the City by allowing for the efficient and safe transportation of Page 7 of 8 stormwater in the City. If the variance is not granted it would significantly impact the Regal Theater property by requiring that more parking stalls be removed and that an existing drive lane be blocked. Furthermore, if additional parking was removed on the Theater site the City would have to compensate the property owner for the additional takings. CONCLUSIONS 1. Granting of this variance is the minimum deviation from the code necessary to achieve the applicant's objective to install a generator, with a security fence at an existing stormwater pump station. 2. The proposed site plan minimizes the impacts of the project on the adjacent Regal Theater property. 3. Granting of the variance is consistent with the Goals and Policies of the City's Comprehensive Plan. 4. Granting of the variance is not materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and in the zone in which the subject property is situated. In fact granting of the variance allows the City to install a generator, which will allow a stormwater pump to operate in the event of a power outage. This project will assist in reducing the likelihood of flooding in the southern portion of the City. 5. The applicant's project minimizes impacts to adjacent properties and the adjacent public right of way (S. 180`h Street). Recommendation Staff recommends approval of the variance application as submitted with no conditions. Page 8 of 8 Attachment "A" 1. The variance shall not constitute a grant of special privilege inconsistent with the limitation upon uses of other properties in the vicinity and in the zone in which the property on behalf of which the application was filed is located. The City of Tukwila Public Works Department (hereinafter "City" or "Public Works") is requesting a variance from the minimum front setback requirement within the Tukwila Urban Center (TUC) zone. The City operates a stormwater conveyance system throughout the Urban Center and Tukwila South. A stormwater pump station is located within the right of way of S. 180th Street in front of the Regal Movie Theater (5910 S. 180`h Street). This stormwater pump station is essential in transferring water that is collected in the Urban Center and Tukwila South to the Green River. This pump station and others like it in the Urban Center are essential in preventing urban flooding. In 2009, the City signed an agreement with Segale Properties for the future development of Tukwila South. This future development will generate a significant amount of impervious surface and thus a significant amount of stormwater. This new stormwater will flow into the pump station located on S. 180`h Street. The City needs to install a generator in order to reduce major urban flooding in the event of a power outage. Typically, the City only uses generators on an as needed basis, but the size of the pump and the amount of water flowing into it requires that the City have a generator on site, which can automatically start in the event of a loss of power. If a generator is not present and the pumps lose power, a large portion of the south end of the city may flood. The City is proposing to encompass the generator with a ten foot tall wall. The wall is needed for three reasons: 1. Aesthetic. The wall will screen the generator from view from the roadway and allow the project to be consistent with the design of adjacent buildings. 2. Safety. The wall will prevent kids and others from having access to the generator. 3. Noise Reduction. The wall will help to minimize noise impacts associated with the generator when it runs, either during testing or in the event of a power loss. The TUC requires a 15 foot front setback. The wall will only have a setback of 12.75 feet; thus there is a 2.25 foot encroachment. There are no other similar situated property owners in the TUC. Only the City of Tukwila operates a stormwater pump station in the area. Placement of the generator and the wall that will encroach into the setbacks is also limited because the generator needs to be located adjacent to the pumps, which are already located at the project site below ground. 2. The variance is necessary because of special circumstances relating to the size, shape, topography, location or surrounding of the subject property in order to provide it with use rights and privileges permitted to other properties in the vicinity and in the zone in which the subject property is located. It should be noted that the purpose of this variance application is not to complete a project that has an economic advantage to the City, but instead, the project is intended to help reduce the possibility of urban flooding in the southern portion of the City. The variance is required because of location. As is typical with most city utilities, the City's stormwater infrastructure is located near a public right of way, in this case S. 180`h Street. As discussed earlier, the City's stormwater pumps are located below ground in front of 17800 S. 180th Street. In order for the generator to be effective it needs to be located in close proximity to the existing pumps. 3. The granting of such variance will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and in the zone in which the subject property is situated. The granting of this variance will help to reduce the likelihood of flooding in the south portion of the Urban Center. With the generator the pumps will not be able to operate in the event of a power loss. The generator is a large piece of mechanical. In order to prevent unauthorized access to the generator, the City is proposing to install a ten foot tall fence around it. The fence enclosure will also assist in reducing noise impacts to neighboring properties. Only the proposed fence will not meet setbacks, the generator will meet setbacks. 4. The authorization of such variance will not adversely affect the implementation of the Comprehensive Land Use Policy Plan; The granting of this variance is to permit a small, brick wall to encroach into the required setback of S. 180th Street. Granting of the variance will have no impact on the implementation of the Comprehensive Plan 5. The granting of such variance is necessary for the preservation and enjoyment of a substantial property right of the applicant possessed by the owners of other properties in the same zone or vicinity. The applicant is not a property owner seeking to gain financially or economically from the proposed project. There are no other equally situated property owners in the area. The City of Tukwila is the only entity in the City that operates a stormwater utility. Without this variance property owners in the area would face an increased threat of flood in the event of a major rain storm and power outage. STORM LIFT STATION #15 IM PROVEM EN TS MAYOR JIM HAGGERTON DIRECTOR OF PUBLIC WORKS BOB GIBERSON, P.E. CITY ENGINEER ROBIN TISCHMAK, P.E. SCHEDULE OF DRAWINGS SHEET NO. C1.0 C1.1 C2.0 C3.0 C3.1 C4.0 C4.1 TITLE COVER SHEET CONSTRUCTION NOTES EROSION CONTROL PLAN, NOTES AND SITE PLAN SITE PLAN DETAILS STRUCTURAL NOTES STRUCTURAL NOTES AND DETAILS El SYMBOLS AND ABBREVIATIONS E2 ELECTRICAL SITE PLAN E3 ONELINE DIAGRAM E4 EQUIPMENT ELEVATIONS & SCHEDULES E5 WIRE DIAGRAM & DETAILS CITY COUNCIL KATHY HOUGARDY, PRESIDENT JOE DUFFIE VERNA SEAL DE'SEAN QUINN DENNIS ROBERTSON KATE KRULLER ALLAN EKBERG DETAILS PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- JMM T NKJ checked KM ' JMM 51016, 69 -ACE 033 Engineenng 50.0roas Company 1601 2nd Avenue Suite 1000 SeatdeJWA 98101 p. 206 441.1855 I 206 448.7167 Civil 1 Structural 1 Planning I Survey paceengrs.com 33i I 11 j,.—F1 I. 1 r 11 -.1 ' I — - , „t4 0 a 100 — L PR 0 JEC T LOCATION 1 1- ,i,","!- • - i ''' - -, • I ..c'f• eT• • ,.. : -.'.',4.''',-,- '–...„.„`• r•:.. • – • - i...4 Yr r--, ,11,_••• STORM LIFT STATION #15 IMPROVEMENTS I pJ COVER SHEET .?„ L (CALM BUSINESS) co) DAYS BEFORE YOU DIG 1400424-5555 no data revisions Cl .0 fie no P11372_CV scale NTS date MP' L13-036 3 CONSTRUCTION NOTES PRIOR TO STARTING CONSTRUCTION. CONTACT ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS. CONTACTS: PROJECT MANAGER KEN NILSEN, P.E. 206 441-1855 DESIGN ENGINEER JOHN McALPINE, P.E. 206 441-1855 OWNER CITY OF TUKWILA PETER LAU 206 431-2454 GENERAL 1. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN. AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION SERVICE (1-800-424-5555) PRIOR TO CONSTRUCTION. THE CITY OR THEIR REPRESENTATIVE SHALL BE IMMEDIATELY CONTACTED IF A UTILITY CONFLICT EXISTS. 2. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 3. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 4. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE -APPROVAL FROM THE ENGINEER, AND THE CITY OF TUKWILA. 5. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 6. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON-SITE. 7. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 8. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 9. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 10. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS-OF-WAY, EASEMENTS, AND ACCESS TRACTS. 11. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBLIC WORKS ASSOCIATION, WASHINGTON STATE CHAPTER, 2010 EDITION. TOGETHER WITH THE LATEST EDITION OF THE CITY OF TUKWILA ENGINEERING STANDARDS. 12. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN CITY RIGHT-OF-WAY. CONSTRUCTION 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE CONTRACTOR IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS, SPECIFICATIONS, AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. CONTRACTOR SHALL APPLY FOR A REVISION FOR ANY WORK NOT ACCORDING TO THE APPROVED PLANS. 2. PRIOR TO ANY CONSTRUCTION ACTIVITY. THE CITY OF TUKWILA ENGINEERING DEPARTMENT (206) 433-0179 MUST BE CONTACTED FOR A PRECONSTRUCTION MEETING. 3. WORK IN ROADWAYS A. ALL WORK IN ROADWAYS SHALL MEET TMC 11 AND THE FOLLOWING: B. PRIOR TO ANY ACTIVITY IN CITY RIGHT-OF-WAY, THE CONTRACTOR SHALL PROVIDE THE CITY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL. THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WORK AND SHALL MEET MUTCD REQUIREMENTS. C. ALL WORK REQUIRING LANE CLOSURES MUST BE PRE -APPROVED. FROM THE THIRD THURSDAY IN NOVEMBER TO THE FOLLOWING JANUARY 2ND, THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN THE TUKWILA URBAN CENTER. D. FIRE, PEDESTRIAN, AND VEHICULAR ACCESS TO BUILDINGS SHALL BE MAINTAINED AT ALL TIMES, EXCEPT WHEN CONTRACTOR HAS PERMISSION FROM THE BUILDING OWNER AND THE DIRECTOR TO CLOSE AN ACCESS. E. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS. USE OF WATER TRUCKS FOR CLEANING ROADWAYS REQUIRES PREAPPROVAL FROM THE DIRECTOR. F. INSTALL MOUNTED STEEL PLATE OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND THE TRENCH I5 LEFT OPEN. GRADING AND EROSION CONTROL NOTES 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS, INSTALL CONSTRUCTION ENTRANCE. AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 3. BEFORE ANY GROUND DISTURBANCE OCCURS. ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO ESC PLAN. 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WLL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL: A. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. B. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. C. BY OCTOBER 8, SEED ALL AREAS THAT WLL REMAIN UNWORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. 7. DURING THE LIFE OF THE PROJECT, THE CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION AND PROMPTLY REPAIR, RESTORE, OR REPLACE ALL GRADE SURFACES; WALLS, DRAINS, DAMS, STRUCTURES, VEGETATION. EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS. 8. THE CONTRACTOR SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND SHALL WITH THE OWNER'S APPROVAL, REMOVE ALL SEDIMENT DEPOSITION RESULTING FROM PROJECT -RELATED WORK. 9. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE CONTRACTOR IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. 10. AS THE FIRST ORDER OF BUSINESS, THE CONTRACTOR SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES PER THE ESC AND SHALL INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY SITE DISTURBANCE OCCURS. BEFORE THE TEMPORARY MEASURES ARE REMOVED. INSTALL AND ESTABLISH THE UPSTREAM PERMANENT ESC MEASURES. BEVELED END SECTIONS THAT MATCH THE SIDE SLOPE. 11. THE CONTRACTOR SHALL AT ALL TIMES PROTECT SENSITIVE AREAS, THEIR BUFFERS. AND ADJACENT PRIVATE PROPERTIES AND PUBLIC RIGHTS-OF-WAY OR EASEMENTS FROM DAMAGE DURING GRADING OPERATIONS. THE CONTRACTOR SHALL RESTORE, TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF THE PERMIT. SENSITIVE AREAS, THEIR BUFFERS, AND PUBLIC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY THE CONTRACTORS OPERATIONS. 12. CONTRACTOR SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: A. NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN 48 HOURS FOLLOWING INSTALLATION OF ESC MEASURES. B. OBTAIN PERMISSION IN WRITING FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO MODIFYING THE ESC PLAN, C. MAINTAIN ALL ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER FACILITIES AS IDENTIFIED IN THE ESC PLAN. D. REPAIR ANY SITUATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACILITIES. E. INSPECT ACCORDING TO THE APPROVED ESC INSPECTION SCHEDULE AND MAKE NEEDED REPAIRS IMMEDIATELY. UTILITY NOTES 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4 -FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS-OF-WAY OR EASEMENTS AFTER ASPHALT PAVING. STORM DRAINAGE NOTES 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, AND THE CURRENT KING COUNTY SURFACE WATER DESIGN MANUAL, UNLESS OTHERWISE APPROVED. 2. MARK ALL STORM DRAIN INLETS WITH "DUMP NO WASTE", OR "DRAINS TO GROUNDWATER", AS APPLICABLE. 3. DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE SIDE SLOPE. 0 `w w 0 cr Cif CSJ CALL 1WO BUSINESS DAYS BEFORE YOU DIG 1.800.424.5555 l PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- wad o-a.n checked pgey pry tlr JMM NKJ KHN JMM Ne. Ek no PACE 1601 2nd Avenue Suite 1000 Seattle, WA 98101 p. 206441.18551 6. 206.448.7167 Civil 1 Structural 1 Planning 'Survey An Ergrteeng Services Company paceengrs.com STORM LIFT STATION #15 IMPROVEMENTS CONSTRUCTION NOTES no date revisions r IC 1 .1. file no P11372_091 1.1 3 -o3G scale NONE date MAY 2013 0 10 20 HORIZ. I Scale In Feet 40 I JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. R/W R/W III—I Tr 6' MAX. C.-1 - MINIMUM 4"x4" TRENCH 15 FOOT UT1UTY EASEMENT TO THE CITY OF TUKNILA REC# 6343876 INSTALL TEMPORARY, FABRIC COVERED, CHAIN LINK FENCE PER EASEMENT LANGUAGE L PROP OSEDI GENERATOR LOCATION AWNING OVER L. CONTROLS —CATCH BASIN INSERT 15 FOOT UTILITY EASEMENT TO THE CITY OF TUKOILA REC# 7312190674 ID FOOT ELECTRICAL EASEMENT ALONG FACILITIES VATHIN TME SOUTH 30 FEET OF THE PROPERTY REC# 8207140349 INGRESS/EGRESS TO— SITE MUST REMAIN OPEN TO TRAFFIC 2"x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED HIGH VISIBILITY FILTER FABRIC HIGH VISIBILITY SILT FENCE !' BACKFILL TRENCH WITH POST SPACING MAY BE INCREASED NATIVE SOIL OR 3/4"-1.5" TO 8' IF WIRE BACKING IS USED WASHED GRAVEL NOTE: FILTER FABRIC FENCES SHALL BE 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT INSTALLED ALONG CONTOUR WHENEVER POSSIBLE SOLID WALLS FILTER MEDIA FOR DEWATERING—.4.I • HIGH VISIBILITY SILT FENCE U NTS CATCH BASIN GRATE OVERFLOW POROUS BOTTOM CATCH BASIN INSERT NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 C.F. OF STORAGE, THE 1 MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN 8E EASILY MAINTAINED. _-1 I 'L� NTS EXISTING UNDERGROUND STORM WATER PUMP STATION 5.180 TH STREET R/W STANDARD ESC PLAN NOTES 1. APPROVAL OF THIS EROSION SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING 50 AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.). 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCT. 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPT. 30). 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 8. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY EIGHT (48) HOURS FOLLOWING A STORM EVENT. 9. AT NO TIME SHALL MORE THAN 6" OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT—LADEN WATER INTO THE DOWNSTREAM SYSTEM. 10. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 11. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 12. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 13. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT.1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A. SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY. THE CITY CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FACILITIES. PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- by ct.,[a JMM 'awn NKJ u« KHN mien JMM pm,d. T eN bk na PACE An ENinee,ng Semites Company 16012nd Avenue Suite 1000 Seattle, WA 98101 p. 206.441.18551 1. 206 448.7167 Civil 1 Structural 1 Planning 1 Survey paceengrs com INGRESS/EGRESS TO — SITE MUST REMAIN OPEN TO TRAFFIC CONSTRUCTION SEQUENCE A DETAILED CONSTRUCTION SEQUENCE IS NEEDED TO ENSURE THAT EROSION AND SEDIMENT CONTROL MEASURES ARE APPLIED AT THE APPROPRIATE TIMES. A RECOMMENDED CONSTRUCTION SEQUENCE IS PROVIDED BELOW: 1. HOLD THE PRE—CONSTRUCTION MEETING. 2. INSTALL CATCH BASIN PROTECTION. 3. INSTALL AND MAINTAIN IN A SECURED FASHION TEMPORARY, FABRIC COVERED, CHAIN LINK FENCING AT THE PERIMETER OF THE EASEMENT AREA FOR THE DURATION OF THE IMPROVEMENTS. THE SITE FENCING SHALL REST UPON TEMPORARY BASES AND SHALL NOT BE EMBEDDED INTO THE PAVEMENT OR GROUND. 4. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 5. RELOCATE SURFACE WATER CONTROLS OR EROSION CONTROL MEASURES, OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 6. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 7. UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE BMPS IF APPROPRIATE. STORM LIFT STATION #15 IMPROVEMENTS EROSION CONTROL PLAN, NOTES AND DETAILS ea two BUSINESS DAYS BEFORE YOU DIG 1.800.4245555 dale MVISxx15 C20 file no P11372ERI AS dateate2013 MAY 2013 LIS 'G3G 2" ASPHALT PATCH W/ 4" CSTC BASE WTHIN \ PARAMETER OF ENCLOSURE N 164337,69- E 1287599.79 RESTRIPE (IF DAMAGED) - TO MATCH EXISTING SAWCUT TO PROVIDE --- CONTINUES LINE WHERE MATCHING EXISTING PAVEMENT, TACK AND SEAL EDGES (TYPICAL 3 SIDES) T O 0 N 164321.70 - E 1287599.10 1 1 1 1 1 lid IA SAWCIJT AND REMOVE EXISTING CURB WITHIN BOUNDARY OF WALLS O O PERMANENT BALLARD -,. (TYP OF 2) SEE SHEET C3.1 N 164335.82 E 1287643.09 O HORIZ TEMPORARY CONSTRUCTION FENCE PER NOTE 3 SHEET C2.0 (ENTIRE FENCE NOT SHOWN) I � rl_ REMOVE AND DISPOSE I OF EXCESS SOILS ; BETWEEN EXISTING j CURB AND PROPOSED SOUTH FOOTING I —REMOVE AND DISPOSE .OF EXISTING BOLLARD o�= 0 0 0 0 p 0 0 0 `0 PROVIDE II THUJA OCCIDENTALIS - EMERALD/EMERALD ARBORUITAE. SIZE 6'-8" HT, 4' 0.C. PLANTINGS SHALL BE PERFORMED BY A LICENSED LANDSCAPER. PROVIDE PLANTING MIX AS REQUIRED. N 164319.83 E 1287642.40 '-BURIED ELECTRICAL POWER TO LIGHT POLE. APPROXIMATE LOCATION SHOWN. EXACT DEPTH AND SIZE UNKNOWN. CONTRACTOR MAY ENCOUNTER DURING FOOTING EXCAVATION. RELOCATE AS REQUIRED. RECONNECT HOSE 818 • REMOVE AND REPLACE ---_ CONCRETE SIDEWALK AT EX. EXPANSION JOINTS 0 2.5 5 10 Scale In Feet 0 CM W o }Z z2 Ll! Gra o 0 U 'J LLl = c' OT BOX AND RPBA SEE -EX. WATER METER REMOVE EX. BACKFLOW DEVICE AND -VAULT - - CONNECT 1" COPPER TO METER OUTLET. EX. CURB AND GUTTER - CORE DRILL THROUGH PUMP STATION WALL AND INSTALL NEW 1" COPPER. CONNECT TO EX. SYSTEM INSIDE PUMP STATION. L rT . L CALL IWO BUSINESS co) DAYS BEFORE YOU DIG 1800.424.5555 PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- /4 ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- w a.•gn.tl JM- M tl• NKJ eck•a KHN peso) 1 JMM poi A 1NGek no 1601 2nd Avenue Suite 1000 Seattle, WA 98101 PACE p. 206.441.18551 206 448.7167 Civil 1 Structural 'Planning 1 Survey M Engneervg Sev.es Convent paceengrs.com STORM LIFT STATION #15 IMPROVEMENTS SITE PLAN + r m tlale - revisions --- C3.0 Ne no P11372 sale AS NOTID date MAY 2013 0111, 43'-4" 8' —24" WIDE x 84" HIGH DOOR BLOCK WALL — WITH TOP CAP TURNING VANE — 9' I 1 I 6' 11'-4" 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 GENERATOR 8.5' X 25.25' 4 — 2"0 DRAIN HOLES -- AWNING 76" WIDE x 84" HIGH DOOR (TYP) — 5 GAL. FUEL FILL/SPILL BUCKET 18' 2" X 4" DRAINAGE OPENING (TYP OF 7) GENERATOR - PLAN VIEW NOTES: 2 5/8" MIN. EMBED 0 3/8" 0 WEDGE ALL ANCHORS. 6' 2"x6" LEDGER W/ 3/8" 0 SIMPSON WEDGE ALL ANCHORS 0 4' 0.C. SIMPSON LU26 2"x6" 0 16" 0.C. SHEET METAL ROOF WITH 1/2" EXTERIOR PLYWOOD STRUCTURAL AND $1 UNDER 30 LB FELT 1908 SIMPSON H2.5 CLIP 0 EA. 2"x6" AWNING DETAIL 5/4"x6" FASCIA DFL N0.1 4"x10" SIMPSON LGUM410 0 EA. END OF 4"x10" BEAM. USE (2) 3/8"0 WEDGE—ALL ANCHORS 0 EA. HANGER. USE BOTTOM ROW OF BOLT HOLES ON HANGER. METAL ROOF END CAP (TYP. OF 2) EXT.GRADE FASTENERS PROVIDE OPENING IN FOUNDATION FOR DOWNSPOUT DRAIN GUTTER DETAIL Ti DETAIL A N.T.B. 4" SOLID BLOCK — MOUNTAIN BROWN CONCRETE FOOTING 1-2" X 4" DRAINAGE OPENING LEVEL WITH ASPHALT (TYP OF 5) I I 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 I I 1 1 I I 1 1 1 1 1 1 1 1 I I I I I I 1 1 I 1 1 11 I 1 I 1 1 1 1 I I I I 1 I T I I I 1 1 1 1 I I 1 I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 I 1 1 I 1 1 1 I 1 LI 1 I I 111111111111 1 1 I I I I I 1 1 1 1 1 1I I',1111111 I1 1 1 1 1 1 111'. L11111 I I I 1 1 1 1 1 I I 1 I 1 1 I 1 I 1 I I I I 1 I I 1 1 I I 1 1 1 1 I 1 1 I I I I 1 1 1 1 1 1 1 1 1 1 11 I I 1 1 1 I 1 I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I 1 I I 1 1 1 1 1 1 1 1 I I I I II^ I l I I I `I 1 I_ I — SPLIT FACE CMU ROSE BROWN ALL DOORS SHALL BE- • COATED SAME COLOR AS CMU TOP BLOCK MOUNTAIN BROWN GUTTER DOWNSPOUT PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- by ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- PROVIDE 1" OPENING BETWEEN DOOR BOTTOM AND ASPHALT WALL GENERATOR - PLAN VIEW SEE DETAIL A ABOVE NOTES: 1. EXACT SIZE OF GENERATOR PAD SHALL BE DETERMINED IN THE FIELD. CONTRACTOR SHALL PROVIDE MINIMUM 6" OVERHANG EACH SIDE OF GENERATOR. 2. FASTEN GENERATOR TO CONCRETE PAD PER MANUFACTURERS RECOMMENDATION. 3. PROVIDE MINIMUM 12" COMPACTED CSTC UNDER PAD. q5 0 12" 0.C. EACH WAY z CHAMBER ALL EDGES 1" (TYP) CHAMBER ALL EDGES 1" (TYP) GROUND e Ey ga. JMM NKJ elm luM LI KHN 601545 JMM PNtr CSTC 0 95% MOD. COMPACTION GENERATOR PAD DETAIL NTS PACE An Eg vlesmg Servmes Compmy 1601 2nd Avenue Suite 1000 Seattle, WA 98101 p. 206.441.1855 1 4. 206,448 7167 CMil 1 Structural 1 Planning 1 Survey paceengrs. om BLOCK WALL WPM TOP CAP 5 GAL. FUEL .L FILL/SPILL BUCKET ANCHOR BOLT TURNING VANE TO CMU WALL PER MANUFACTURES RECOMMENDATIONS TURNING — VANE —1" 0 DRAIN HOLE -FUEL TANK GENERATOR - SECTION A -A PERMANENT BOLLARD REMOVABLE BOLLARD NOTES: 1. T MBER SHALL BE DOUGLAS FIR. DENSE CONSTRUCT ON GRADE AND SHALL BE PRESSURE TREATED 2. STEEL TUBE SHALL CONFORM TO ASTM A53 OR ASTM A53 GRADE A. 3 NUTS. 60LT5.8 WASHERS SHALL CONFORM TO ASTM A307. 4. ALL STEEL PARTS SHALL BE GALVANIZED. 5. CONCRETE SHALL BE 3000 psi. 6 REMOVABLE BOLLARDS ARE REQUIRED FOR RESTRICTED ACCESS ROADWAYS SUCH AS MAINTENANCE EASEMENTS. 7 ACCEPTABLE ALTERNATES. 'NSDOT TYPE 1 (REM) 4 TYPE 2 LF 000). STO PLANS H-60.10-00 & H-60.20-00 xorro uus City of Tukwila BOLLARD RS -04 '. 08.03 u 04.88 N11,110V,i2 B08 GIBERSON, CITY ENGINEER STORM LIFT STATION #15 IMPROVEMENTS SITE PLAN DETAILS L rT. L ' CALL TWO BUSINESS co) DAYS BEFORE YOU DIG 1.800.4245555 no I Gala revision L/3-OJ'G I C3.1 file no PIL972BLD1 Stale AB NOTED, date MAY 2013 T T I � Irl I i k TURNING — VANE —1" 0 DRAIN HOLE -FUEL TANK GENERATOR - SECTION A -A PERMANENT BOLLARD REMOVABLE BOLLARD NOTES: 1. T MBER SHALL BE DOUGLAS FIR. DENSE CONSTRUCT ON GRADE AND SHALL BE PRESSURE TREATED 2. STEEL TUBE SHALL CONFORM TO ASTM A53 OR ASTM A53 GRADE A. 3 NUTS. 60LT5.8 WASHERS SHALL CONFORM TO ASTM A307. 4. ALL STEEL PARTS SHALL BE GALVANIZED. 5. CONCRETE SHALL BE 3000 psi. 6 REMOVABLE BOLLARDS ARE REQUIRED FOR RESTRICTED ACCESS ROADWAYS SUCH AS MAINTENANCE EASEMENTS. 7 ACCEPTABLE ALTERNATES. 'NSDOT TYPE 1 (REM) 4 TYPE 2 LF 000). STO PLANS H-60.10-00 & H-60.20-00 xorro uus City of Tukwila BOLLARD RS -04 '. 08.03 u 04.88 N11,110V,i2 B08 GIBERSON, CITY ENGINEER STORM LIFT STATION #15 IMPROVEMENTS SITE PLAN DETAILS L rT. L ' CALL TWO BUSINESS co) DAYS BEFORE YOU DIG 1.800.4245555 no I Gala revision L/3-OJ'G I C3.1 file no PIL972BLD1 Stale AB NOTED, date MAY 2013 GENERAL THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY. USE DETAIL MARKED "TYPICAL" WHEREVER APPLICABLE. CHANGES, OMISSIONS OR SUBSTITUTIONS ARE NOT PERMITTED WITHOUT WRITTEN APPROVAL OF THE ENGINEER. REFER TO THE SPECIFICATIONS FOR FURTHER REOUIREMENTS. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE (IBC). THE DESIGN, ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE ENGINEER OF RECORD. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE COMPLETION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE ABOVE MENTIONED COMPONENTS. THE GENERAL NOTES APPLY TO ALL STRUCTURES UNLESS NOTED OTHERWISE (U.N.O.). LOCATION AND SIZE OF ANCHOR BOLTS FOR SPECIFIC EQUIPMENT SHALL BE SPECIFIED BY THE VENDOR. CONTRACTOR SHALL COORDINATE LOCATIONS OF STRUCTURAL OPENINGS, PENETRATIONS AND EMBEDDED ITEMS WITH THE MECHANICAL, ARCHITECTURAL. ELECTRICAL, PLUMBING AND VENTILATION SECTIONS OF THE DRAWINGS AND WITH SUPPLIERS AND SUBCONTRACTORS AS MAY BE REQUIRED. SHOP DRAWINGS SHOP DRAWINGS, WHERE REQUIRED, SHALL BE CHECKED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTING FOR ENGINEER REVIEW. GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF DIMENSIONS AND DETAILS FOR EACH SUBCONTRACTOR. DESIGN LOADS SNOW LOAD 25 PSF BASIC WIND SPEED 80 MPH, EXPOSURE C, 1=1.0 SEISMIC LOADING ZONE 3, I = 1.0 FOUNDATION DESIGN ALLOWABLE SOIL BEARING PRESSURE = 2,000 PSF. U.N.O., EXTEND ALL FOOTINGS 2'-0" MINIMUM BELOW FINISHED GRADE. OVER EXCAVATE SITE AS NOTED. BOTTOM OF ALL FOOTINGS TO BEAR ON FOUNDATION GRAVEL OVER COMPACTED STRUCTURAL FILL. NO FOOTING SHALL BEAR HIGHER THAN 1 VERTICAL TO 1.5 HORIZONTAL SLOPE ABOVE ANY EXCAVATION, EXISTING OR PLANNED. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING TO PREVENT MOVEMENT OF WALLS IF BACKFILL IS PLACED BEFORE FLOOR SYSTEM I5 IN PLACE. THERE SHALL BE 955 COMPACTION (ASTM D1557 MODIFIED PROCTOR DENSITY) OF ALL BACKFILL SOIL UNDER SLABS ON GRADE. CAST -IN-PLACE CONCRETE ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI (COMMERCIAL) AT 28 DAYS. MAXIMUM SLUMP: 3" FOR SLABS AND FOOTINGS; 4" FOR WALLS, COLUMNS AND BEAMS. CONSTRUCTION TO BE IN ACCORDANCE WITH ACI 318-95, "PART 2 - STANDARDS FOR TESTS AND MATERIALS" AND "PART 3 - CONSTRUCTION REQUIREMENTS". BLOCK MASONRY CONCRETE MASONRY UNITS: ASTM C90-70, GRADE N-1, RUNNING BOND. MORTAR: ASTM C270, TYPE 5, MIN. COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. GROUT: ASTM C476 WITH A MIN. COMPRESSIVE STRENGTH OF 2000 P51 AT 28 DAYS. FILL ALL CELLS WITH GROUT IN LIFTS NOT EXCEEDING 4'-0" IN HEIGHT. ALL REINFORCEMENT SHALL BE IN PLACE PRIOR TO GROUTING WITH VERTICAL BARS HELD AT TOP, BOTTOM AND 96" MAXIMUM ON CENTER. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR MASONRY WALLS, AS REQUIRED, UNTIL CONNECTIONS TO FLOOR AND/OR ROOF DIAPHRAGMS ARE COMPLETED. PRODUCTS 1. HOLLOW MASONRY UNITS: CONCRETE MASONRY UNIT WALLS SHALL BE SIZE 8X8X16 CONSTRUCTED OF GRADE 'N" UNITS CONFORMING TO ASTM C90-75, AND SHALL BE LAID UP IN TYPE 'S" MORTAR (F' C=1, 800 P51), AND SHALL BE REINFORCED AND ANCHORED AS SHOWN ON THE DRAWINGS. DENSITY OF HOLLOW MASONRY UNITS SHALL BE 125 LBS/CU. FT., OR LESS. MASONRY UNITS AND MORTAR MATERIAL SHALL BE UNIFORM IN TEXTURE AND COLOR, AND SUPPLIED BY A SINGLE MANUFACTURER. MASONRY UNIT COLOR SHALL BE CASTLE WHITE AS MANUFACTURED BY MUTUAL MATERIALS OR APPROVED EQUAL. MASONRY MATERIAL SHALL BE DELIVERED IN UNDAMAGED CONDITION. 2. MASONRY CLEANERS: PRIOR TO TREATMENT WITH A WATER SEALER, THE EXTERIOR SURFACES OF THE CMU BLOCK SHALL BE CLEANED WITH FABRIKLEEN MASONRY CLEANER TYPE V OR L, AS MANUFACTURED BY FABRIKEM CHEMICALS INTERNATIONAL OR APPROVED EQUAL. CLEANER SHALL BE APPLIED PER MUTUAL MATERIALS CO. CONCRETE BLOCK CLEANING RECOMMENDATIONS. GENERAL STRUCTURAL NOTES 3. BLOCK DAMP -PROOFING: ALL ABOVE -GRADE EXTERIOR BLOCK SHALL 8E DAMP -PROOFED WITH FABRISHIELD 653 SILOZANE/QUARTS WATER REPELLENT AS MANUFACTURED BY FABRIKEM CHEMICALS INTERNATIONAL OR APPROVED EQUAL. APPLY IN ACCORDANCE WITH MUTUAL MATERIALS CO. CONCRETE BLOCK DAMP-PROOFING/TRANSPARENT RECOMMENDATION. EXECUTION 1. GENERAL: LAY UNITS IN REGULAR BOND, BREAKING VERTICAL JOINTS TO TRUE, EVENLY SPACED LINES. UNITS WITH OPEN CELLS EXPOSED IN WALLS NOT PERMITTED. MAKE JOINTS UNIFORM, APPROXIMATELY 3/8 INCH WIDE. LAY WORK TO TRUE LINES, PLUMB AND LEVEL, EXCEPT WHERE INDICATED OTHERWISE. BOND EACH COURSE AT INTERSECTIONS AND CORNERS. ON EXPOSED WORK, TOOL JOINTS SLIGHTLY CONCAVE. BOTTOM COURSE OF BLOCK AND THOSE WALLS NOTED SHALL HAVE FLUSH JOINTS WHERE RUBBER BASE IS SPECIFIED. LEAVE OPENINGS FOR EOUIPMENT TO BE INSTALLED BEFORE COMPLETION OF MASONRY WORK. AFTER INSTALLATION OF EQUIPMENT, COMPLETE MASONRY WORK TO MATCH WORK IMMEDIATELY ADJACENT TO OPENINGS. 2. LAYING OF CONCRETE MASONRY UNITS: WIDTH OF HORIZONTAL JOINTS AS REQUIRED TO PROVIDE 8 -INCH COURSING. VERTICAL JOINTS 3/8 INCH WIDE TO FORM TRUE, EVENLY SPACED LINES. TOOL EXPOSED JOINTS SLIGHTLY CONCAVE AFTER INITIAL SET. STRIKE CONCEALED JOINTS FLUSH. RAKE OUT AND POINT UP ALL CRACKS. MORTAR PRODUCTS 1. CEMENT: STANDARD BRAND OF PORTLAND CEMENT, ASTM SPEC. C150, TYPES I OR III. KEEP FREE FROM DAMPNESS UNTIL USED. 2. WATERPROOFING ADMIXTURES: HORN "HYDRATITE PLUS", MASTER BUILDERS --OMICRON", OR ACCEPTED EOUAL. 3. RETARDANT: PLASTICIZING AGENT "SONOTARD'PLASTIMENT'" OR ACCEPTED EQUAL. 4. GROUT FILL: CONFORM TO ASTM C476 FOR FINE AGGREGATE GROUT. MINIMUM COMPRESSIVE STRENGTH AT 7 DAYS 1600 PSI; AT 28 DAYS 2000 P51. GROUT CONSISTENCY - MAINTAIN DESIGN SLUMP AS DIRECTED BY SPECIAL INSPECTION. DO NOT ADD WATER UNLESS GIVEN SPECIFIC DIRECTION BY SPECIAL INSPECTOR AT THE JOBSITE. EXECUTION 1. SETTING MASONRY - EXTERIOR WALLS, INTERIOR WALLS, BELOW -GRADE CONSTRUCTION, AND ISOLATED PIERS, TYPE 5 MORTAR. MORTAR TYPE 5 PORTLAND CEMENT: 1 HYDRATED LIME OR LIME PUTTY: 1/4 TO 1/2 AGGREGATE, DAMP, LOOSE: 2-1/4 TO 3 TIMES SUM OF CEMENT AND LIME VOLUMES 2. ADDITIVES: ADD WATERPROOFING ADMIXTURE. IN PROPORTIONS RECOMMENDED BY MANUFACTURER, TO MORTAR WHERE EXPOSED TO WEATHER OR IN CONTACT WITH EARTH. WATERPROOF CEMENT, OF TYPE SPECIFIED, MAY BE USED AND WATERPROOFER OMITTED, AT OPTION OF THE CONTRACTOR. 3. CLEAN-UP: REMOVE ALL EXCESS MORTAR TO PROVIDE CLEAN FINISH ACCEPTABLE 8Y OWNER. ACCELERATOR OR RETARDENTS MAY BE USED WHEN APPROVED BY ENGINEER. REINFORCING STEEL WELDED WIRE FABRIC (W.W.F.): ASTM A82 AND A185 DEFORMED BARS: ASTM A615, GRADE 40 FOR #3; GRADE 60 FOR #4 & LARGER. SECURELY TIE IN PLACE WITH DOUBLE ANNEALED 16 GAUGE IRON WIRE OR APPROVED CLIPS. UNLESS OTHERWISE NOTED ON THESE DRAWINGS. PROVIDE CLEAR EMBEDMENT AT REINFORCING BARS AS FOLLOWS: CONCRETE CAST AGAINST SOIL = 3". FORMED CONCRETE AGAINST SOIL = 2". WALLS, COLUMNS AND BEAMS EXPOSED TO WEATHER = 2". WALLS, COLUMNS AND BEAMS NOT EXPOSED TO WEATHER = 1 1/2" SLAB ON GRADE = 2". UNLESS OTHERWISE NOTED ON THESE DRAWINGS, PROVIDE MINIMUM LAP OF REINFORCING BARS AS FOLLOWS: #4 BARS = 2'-0", #6 BARS = 3'-0" #5 BARS = 2'-6", #7 BARS = 3'-6" STRUCTURAL AND MISC. STEEL SHAPES, PLATES AND BARS: ASTM A36, FY = 36 KSI. EXPANSION BOLTS (E.B.): "HILTI KWIK BOLT" OR APPROVED EQUAL. FLUSH EXPANSION ANCHORS: "HILTI DROP IN ANCHOR" OR APPROVED EQUAL. ERECTION AND FABRICATION IN ACCORDANCE WITH AISC "SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". GRATING SHALL BE SERRATED 6063 STANDARD PER ASTM B-221 ALUMINUM ALLOY. GRATING BAR SIZES AND SPACING, OVERALL DIMENSIONS, CUTOUTS FOR OBSTRUCTIONS AND DIRECTIONS OF BEARING BARS SHALL BE AS INDICATED ON THE PLANS. GRATING SHALL SAFELY SUSTAIN: UNIFORMLY DISTRIBUTED LOAD: 100 PSF MAXIMUM DEFLECTION: 1/2 INCH DOORS. FRAMES AND HARDWARE PRODUCTS 1. MANUFACTURER: THE DOORS SHALL BE THE SIZE SHOWN ON THE DRAWINGS. THE DOORS SHALL BE REPUBLIC SERIES DL WITH ALUMINUM THRESHOLD OR APPROVED EQUAL. THE THRESHOLD SHALL BE 5 -INCHES IN WIDTH BY LENGTH OF DOOR. BOTTOM OF ALL DOORS SHALL BE PROVIDED WITH DOOR SHOES AS MANUFACTURED BY PEMKO. THE DOOR MANUFACTURER SUPPLYING THE DOORS SHALL SUPPLY THE APPROPRIATE 14 GAUGE GALVANIZED DOOR JAM TO ACCOMMODATE THE DOORS. THE HINGES SHALL BE MINIMUM 5 -INCH, HEAVY DUTY TYPE. THE DOORS SHALL HAVE AN EXTERIOR PEMKO APPLIED SURFACE. THE CONTRACTOR SHALL FURNISH AND INSTALL HEAVY DUTY DEADBOLT LOCK AND HEAVY DUTY MORTISE. THE MORTISE AND DEADBOLT SHALL BE FURNISHED BY THE SAME SUPPLIER THAT FURNISHES THE DOORS. RECESSED FLUSH BOLTS SHALL BE PROVIDED FOR THE INACTIVE DOOR. THRESHOLDS, DOOR STOPS AND PROJECTION -TYPE DOOR HOLDERS SHALL BE PROVIDED FOR EACH DOOR. 2. COATING: ALL DOORS SHALL BE CAULKED AND SEALED BOTH INSIDE AND OUTSIDE WITH A TOP QUALITY SEALANT. THE SEALANT SHALL BE MILDEW RESISTANT; NONHARDENING, NONSAGGING AND SHALL ACCEPT PAINT. COLOR SHALL BE COMPLIMENTARY TO THE FINISHED DOOR COLOR. THE FINISHED EPDXY DOOR COLOR SHALL BE SIMILAR TO THE APPROVED METAL ROOF OF THE BUILDING. DOOR HARDWARE: SUPPLIED BY DOOR MANUFACTURER, UL -LISTED FOR FIRE -RATED OPENINGS, AND AS FOLLOWS: DOUBLE DOORS (EACH DOOR): (TY DESCRIPTION 1 LOCKSET CYLINDER 13 PR HINGES 1 CLOSER 2 KICK PLATE ITEM 8205 LNJ LESS CYLINDER 1E74 X C208 CAM F8B 1199 5 X 5 NRP 1601 X HOLD OPEN ARM 10'" X 34"' FINISH US26D US26D US32D ALUM US32D BRAND SARGENT BEST LOCK NAGGER NORTAN TICE 3. LOCK CYLINDER AND KEYING: PROVIDE KEYS OF NICKEL SILVER ONLY. LOCK CYLINDERS SHALL WORK OFF ONE (1) MASTER KEY. KEY QUANTITIES - PROVIDE 10 MASTER KEYS. ALL CYLINDERS SHALL BE MADE IN SUCH A WAY TO MATCH EXISTING CITY KEYS. EXECUTION 1. INSTALLATION: INSTALL DOOR OPENING ASSEMBLIES IN ACCORDANCE WITH SHOP DRAIMNGS AND MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS, USING INSTALLATION METHODS AND MATERIALS SPECIFIED IN INSTALLATION INSTRUCTIONS. INSTALL DOOR HARDWARE IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS, USING THROUGH -BOLTS TO SECURE SURFACE APPLIED HARDWARE. SITE TOLERANCES: MAINTAIN PLUMB AND LEVEL TOLERANCES SPECIFIED IN MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. COATING SYSTEMS GENFRA1 1. QUALITY ASSURANCE: MATERIALS, SUPPLIES, AND ARTICLES PROVIDED SHALL BE THE STANDARD PRODUCTS OF - MANUFACTURERS. PAINTS IN A PARTICULAR COATING SYSTEM SHALL BE THE PRODUCTS OF A SINGLE MANUFACTURER. PRODUCTS 1. COATING SYSTEM SPECIFICATIONS: ALL PRIMER AND FINISH COATINGS SHALL BE AS MANUFACTURED BY TNEMEC COMPANY INC., SHERWIN WILLIAMS, OR EOUAL. STEEL DOORS: THE EXTERIOR STEEL DOORS SHALL HAVE A PRIME COAT APPLIED AT THE FACTORY. THE CONTRACTOR SHALL APPLY ONE (1) COAT OF TNEMEC SERIES 69 COATING, OR SHERWIN WILLIAMS MACROPDXY 646 FC. COLOR TO MATCH THE METAL ROOF. DOORS TO BE PAINTED UTILIZING SPRAY EQUIPMENT TO ACHIEVE A UNIFORM. SMOOTH SURFACE. NOTE: WHEN EXTERIOR DOORS AND TRIM ARE SUBJECTED TO UV EXPOSURE THEY WILL FADE AND CHALK. IT IS RECOMMENDED TO TOP COAT THE EPDXY WITH A URETHANE SUCH AS SHERWIN WLLIAMS ACROLON 218 HS. EXECUTION RECEIVED run og 2013 COMMUNI I sr CFVI LOI'MI=NC 1. PREPARATION: SURFACES TO BE COATED SHALL BE CLEAN. BEFORE APPLYING COATING OR SURFACE TREATMENTS, OIL, GREASE, DIRT, RUST, LOOSE MILL SCALE, OLD WEATHERED COATINGS, AND OTHER FOREIGN SUBSTANCES SHALL BE REMOVED EXCEPT AS SPECIFIED. OIL AND GREASE SHALL BE REMOVED BEFORE MECHANICAL CLEANING IS STARTED. WHERE MECHANICAL CLEANING IS ACCOMPLISHED BY BLAST CLEANING, THE ABRASIVE USED SHALL BE WASHED, GRADED AND FREE OF CONTAMINANTS WHICH MIGHT INTERFERE WITH THE ADHESION OF THE COATING. SHEET METAL ROOFING AND TRIM GENERAL 1. SOURCE OF WORK: AUTHORIZED ROOFING CONTRACTOR TO FURNISH ALL LABOR, MATERIALS AND EQUIPMENT FOR COMPLETE INSTALLATION OF ROOF INSULATION AND METAL ROOFING INCLUDING ALL FLASHINGS, COPINGS, GUTTERS, CLOSURES, ETC., AT ALL ROOF PERIMETER INCLUDING ROOF PENETRATIONS, SHOWN ON DRAWINGS, HEREIN SPECIFIED, OR AS REQUIRED TO COMPLETE THE ROOF SYSTEM. 2. SHOP & ERECTION DRAWINGS: FURNISH DETAILED DRAWINGS SHOWING THE MARK, TYPE AND LOCATION OF ALL DECK SHEETS. SHOW METHOD OF ATTACHMENT TO SUPPORTING MEMBERS. SHOW DETAILS OF ALL ACCESSORIES AND NECESSARY DETAILS FOR PROPER INSTALLATION OF ACCESSORIES. PRODUCTS 1. ROOFING: THE STEEL METAL ROOFING AND FASCIA TRIM SHALL BE 24 -GAUGE. A ONE PIECE PANEL CONSTRUCTION INCLUDING INTEGRAL SEAMS THAT POSITIVELY SNAP OVER CONCEALED CLIPS. THE METAL ROOF SHALL BE INSTALLED OVER 1/2" STRUCTURAL #1 PLYWOOD SHEATHING WITH MINIMUM 30 LB. FELT PAPER. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY FLASHING, CAULK, SEALANT AND FASTENERS REOUIRED TO MAKE THE ROOF WEATHER -TIGHT. ALL VALLEYS, VENTS AND RAKE TRIM SHALL BE PROPERLY CAULKED, SEALED, AND SECURED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. CONTINUOUS EAVE GUTTER SHALL BE INSTALLED ON THE DOWNSIDE WITH A DOWNSPOUT LOCATED AT NW CORNER OF THE AWNING OR AS SHOWN ON THE DRAWINGS. THE GUTTER SHALL BE INSTALLED IN CONJUNCTION WITH THE ROOF SYSTEM. GUTTER STRAPS SHALL BE INSTALLED AT 36 INCH CENTERS. GUTTER STRAPS SHALL BE SCREWED INTO THE FASCIA BOARD. CAULKING MUST BE APPLIED ALONG AND BETWEEN THE FLASHING AT THE CLEAT AFTER INSTALLING THE GUTTER. THE METAL ROOFING SYSTEM SHALL BE NU -RAY METALS SERIES 5000 1-800-700-7228 STANDING SEAM OR APPROVED EQUAL. EAVE GUTTERS SHALL HAVE A TOP GUARD TO KEEP OUT DEBRIS, BUT ALLOW FOR THE CAPTURE OF RAIN WATER. 2. PROTECTION OF SURFACES: THE PAINT FINISH SHALL BE KYNAR 500 ULTRA COOL. WHICH CONSISTS OF A BAKED -ON 0.2 MIL CORROSION RESISTANT PRIMER AND A BAKED -ON 0.8 MIL FINISHED COAT TOTALING 1.0 MIL DRY THICKNESS. THE INTERIOR FINISH SHALL CONSIST OF A 0.15 MIL CORROSION RESISTANT PRIMER WITH 0.35 MIL OFF-WHITE BACKER. COLOR SHALL BE BLUE PER CITY OF SHORELINE STANDARDS. GUTTERS AND DOWNSPOUTS SHALL BE FACTORY COATED SIMILAR TO THE ROOFING AND OF THE SAME COLOR AND GAUGE THICKNESS. 3. WOOD: ALL WOOD SHALL BE PRESSURE TREATED DOUGLAS FIR. ALL EXPOSED CUTS SHALL BE TREATED WITH A WATER-BASED COPPER NAPHTHENATE. APPLY LIBERALLY WITH A BRUSH TO THE EXPOSED CUT APPLY A SECOND COAT AND ENSURE THAT THE NAPHTHENATE SOAKS INTO THE WOOD. FXFCUTION 1. INSTALLATION: ASSEMBLY OF ROOFING SHALL BE WITH CONCEALED ANCHOR CLIPS OF DESIGN, MATERIAL, AND FABRICATION FURNISHED BY MANUFACTURER. ROOFING ANCHOR CLIPS SHALL BE SECURED TO ROOFING G DECK AT EACH PANEL JOINT (18 O.C.) AT LONGITUDINAL SPACING OR CLOSER AS REQUIRED FOR UPLIFT PER UBC. NO PERFORATION SHALL BE MADE IN ROOFING BY FASTENERS EXCEPT AS SHOWN FOR LAP JOINTS, FLASHING. CLOSURE, OR TRIM. PROVIDE PANEL DAMN AND NEOPRENE CLOSURE AT ALL RIDGE. HIP, AND HEADWALL CONDITIONS SEALANT SHALL BE APPLIED BETWEEN THE INTERLOCKING SEAM OF ALL PANELS, IF REQUIRED BY MANUFACTURERS PANEL DESIGN AND/OR LOW SLOPE CONDITIONS. CALL TWO BUSINESS DAYS BEFORE YOU DIG 14800.4245555 1 ?I4 U PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- =d JMM d.wn NKJ '=_,clatakeet KHN ggeny JMM 1601 2nd Avenue Suite 1000 .onrei Seattle, WA 98101 PACE 206 441.18551 6 206 448 7167 .................................... ........... Civil 1 Structural1 Planning 1 Survey on Engmnrmg Sentss Cunwon' paceengrs corn STORM LIFT STATION #15 IMPROVEMENTS STRUCTURAL NOTES no dao revisions C4.0 file no P11372_BLDE71 scale AS NOTED date MAY 2013 L1/Z -ci34 H. 2 2 EA #4 BARS ® 48" AND ® CONRNERS AND ADJACENT TO OPENINGS 4®12"O.C.- — N4 ® 8" HORIZ EA FACE #4 ®12 —(5) #4 BARS —L OFOOTING DETAIL WASHER AND NUT — (STAINLESS) S.S. NUT - - (TYPICAL) SEWER O PIPE SUPPORT N.T.S. GROUT RLL ALL CAVITIES ALL WALLS —LINTEL STIRRUPS REINFORCEMENT #3 ® EACH CAVITY (2) #5 IN 3 CAVITIES EACH END OF LINTEL AND IN BOTH AT CENTER PIER ALL OTHERS (2) #4 ® 48" O.C. II 4" MIN. PENETRATION. USE RESIN BONDED ANCHOR, SEE WSDOT SPEC. SECTION 6-02.3(18) & 9-20.3(2) —3/8" x 1-3/8" x "L" 5.5. FLAT BAR — ANVIL FIGURE 140 5/8" S.S. ALL THREADED ROD, LENGTH AS REVD. ANVIL FIGURE 177 ROLL SUPPORT NOTES: THE CONTRACTOR SHALL COORDINATE/WORK WITH THE CITY WHILE THE CITY DRAINS THE EXISTING PUMP STATION WET WELL. THE INSTALLATION OF THE PIPE SUPPORTS WILL BE ALLOWED AFTER THE WET WELL I5 DRAINED. CORNER BAR -- 25" L_ OHEADER DETAIL fr EX. PUMP STATION 7' ± WET WELL -- • PROVIDE PIPE SUPPORT FOR EXISTING 12" DI SEWER (TYPICAL 3 SUPPORTS) SEE DETAIL EX. PUMP STATION SECTION N.T.S. . #3 STIRRUPS AT LINTEL (EVERY CAVITY) VENEER (2)—#5 ENCLOSURE"HOT BOX" OR EQUAL REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBA) 3" MIN. 3/8" x 4" ANCHOR BOLTS PER MANUFACTURER CONCRETE SLAB (2000 551 MIN.) FINISHED GRADE —120 VOLT ELECTRICAL OUTLET FOR HEAT TAPE. INSTALL HEAT TAPE FOR FREEZE PROTECTION.— CENTER BACKFLOW PREVENTER IN ENCLOSURE H 3" MIN. 3" MIN. UNION SUPPORTS 6" MIN. FREE DRAINING GRAVEL CONNECT TO WATER METER IMMEDIATELY ADJACENT TO RPBA FLOW b (� 1" TYPE K COPPER OR APPROVED EQUAL SIDE VIEW DRAIN SEE NOTE 5 / 6x6—W2.9xW2.9 WWF (WELDED WIRE FABRIC) \7.1 d TO P.S. TO ELECTRICAL PANEL DIRECT BURIAL OR IN RIGID CONDUIT PER ELECTRICAL PERMIT REQUIREMENTS. N Z FGRADEINISHED i [ FRONT VIEW METER SIDE NOTES: 1. PROVIDE CITY APPROVED SUPPORT FOR DEVICES LARGER THAN 1" DIAMETER. 2. CONTRACTOR SHALL FURNISH AND INSTALL THE RPBA, HOT BOX, AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. CITY WILL PROVIDE INSPECTION. INITIAL TEST OF THE RPBA PRIOR TO ESTABLISHMENT OF WATER SERVICE WILL BE DONE BY A STATE CERTIFIED BAT TESTER. 4. REDUCED PRESSURE BACKFLOW ASSEMBLIES SHALL BE STATE APPROVED DEVICES. 5. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL FIGURE 6-8. 6. ENCLOSURES SHALL BE LOCATED IN FIELD AS DIRECTED BY CITY. O HOT BOX AND RPBA N.T.S. 24" MIN. (1)—#4 CORNER BAR AT EACH BOND BEAM (2) #5 VERT. REINF. BAR AT CORNER CELL (2)—#5 2)—#4 @ 48" O.C. BOND BEAM REINF. ATYPICAL CORNER DETAIL L r--. 0 L CALL 1Wo BUSINESS C) DAYS BEFORE YOU DIG 1.800.424.5555 PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- by n JMM dawn NKJ KHN va env JMM um a fiekl PACE M Enpineennp Services Company 1601 2nd Avenue Suite 1000 Seattle, WA 98101 p. 206.441.1855 1 .206.448.7167 Civil 1 Structural 1 Planning I Survey paceengrs.com STORM LIFT STATION #15 IMPROVEMENTS STRUCTURAL NOTES AND DETAILS C4.1 r fileno P11372_BLDET1 Eek revisions scale AS NOTED date MAY2013 L/S -03G N s_o®_ninsuitiiiiIiii�iiiiiiI 111- 1111111111111111111111 111111111 11I IllliiII1II1II1II1I ■■■_ILU11■I II!! Pn1�I11n1 JL�JLJ�J�J ,.1--.11.' III ---IuIII - #5 VERTIC 3 1■1--- III CAVIT0IES N END INTEL III. 1•111 -t.-�__..ii. 111---1.111 (2)N 48EAM 1•111■1 111---1.111 11111•i a A L_ OHEADER DETAIL fr EX. PUMP STATION 7' ± WET WELL -- • PROVIDE PIPE SUPPORT FOR EXISTING 12" DI SEWER (TYPICAL 3 SUPPORTS) SEE DETAIL EX. PUMP STATION SECTION N.T.S. . #3 STIRRUPS AT LINTEL (EVERY CAVITY) VENEER (2)—#5 ENCLOSURE"HOT BOX" OR EQUAL REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBA) 3" MIN. 3/8" x 4" ANCHOR BOLTS PER MANUFACTURER CONCRETE SLAB (2000 551 MIN.) FINISHED GRADE —120 VOLT ELECTRICAL OUTLET FOR HEAT TAPE. INSTALL HEAT TAPE FOR FREEZE PROTECTION.— CENTER BACKFLOW PREVENTER IN ENCLOSURE H 3" MIN. 3" MIN. UNION SUPPORTS 6" MIN. FREE DRAINING GRAVEL CONNECT TO WATER METER IMMEDIATELY ADJACENT TO RPBA FLOW b (� 1" TYPE K COPPER OR APPROVED EQUAL SIDE VIEW DRAIN SEE NOTE 5 / 6x6—W2.9xW2.9 WWF (WELDED WIRE FABRIC) \7.1 d TO P.S. TO ELECTRICAL PANEL DIRECT BURIAL OR IN RIGID CONDUIT PER ELECTRICAL PERMIT REQUIREMENTS. N Z FGRADEINISHED i [ FRONT VIEW METER SIDE NOTES: 1. PROVIDE CITY APPROVED SUPPORT FOR DEVICES LARGER THAN 1" DIAMETER. 2. CONTRACTOR SHALL FURNISH AND INSTALL THE RPBA, HOT BOX, AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. CITY WILL PROVIDE INSPECTION. INITIAL TEST OF THE RPBA PRIOR TO ESTABLISHMENT OF WATER SERVICE WILL BE DONE BY A STATE CERTIFIED BAT TESTER. 4. REDUCED PRESSURE BACKFLOW ASSEMBLIES SHALL BE STATE APPROVED DEVICES. 5. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL FIGURE 6-8. 6. ENCLOSURES SHALL BE LOCATED IN FIELD AS DIRECTED BY CITY. O HOT BOX AND RPBA N.T.S. 24" MIN. (1)—#4 CORNER BAR AT EACH BOND BEAM (2) #5 VERT. REINF. BAR AT CORNER CELL (2)—#5 2)—#4 @ 48" O.C. BOND BEAM REINF. ATYPICAL CORNER DETAIL L r--. 0 L CALL 1Wo BUSINESS C) DAYS BEFORE YOU DIG 1.800.424.5555 PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- by n JMM dawn NKJ KHN va env JMM um a fiekl PACE M Enpineennp Services Company 1601 2nd Avenue Suite 1000 Seattle, WA 98101 p. 206.441.1855 1 .206.448.7167 Civil 1 Structural 1 Planning I Survey paceengrs.com STORM LIFT STATION #15 IMPROVEMENTS STRUCTURAL NOTES AND DETAILS C4.1 r fileno P11372_BLDET1 Eek revisions scale AS NOTED date MAY2013 L/S -03G MOTORS AND POWER EQUIPMENT RACEWAY SYMBOLS FIRE DETECTION AND ALARM ABBREVIATIONS GROUND ROD IN GROUND ROD BOX ❑T TRANSFORMER ❑ SDA CE1J 50A rifig MOTOR STARTER W/DISCONNECT DISCONNECT SWITCH, NON FUSED (60A) INDICATES AMPERAGE RATING DISCONNECT SWITCH, FUSED 100=SWITCH RATING, 80=FUSE RATING UTILITY METERING MOTOR PANELBOARD, SWITCHBOARD, MCC FUSE WITH AMPERE RATING PACKAGED POWER AND CONTROL PANEL UTILITY METERING 0 0 1 15/1 0 GROUND DISCONNECT OR SWITCH TRANSFORMER THERMAL MAGNETIC CIRCUIT BREAKER, RATING/NO. POLES MO = MAGNETIC ONLY THERMAL OVERLOAD RELAY • ATS - AUTOMATIC TRANSFER SWITCH • MTS - MANUAL TRANSFER SWITCH POWER CAPACITOR WITH KVAR RATING (XKVAR VFD IS 845 II VFD = VARIABLE FREQUENCY DRIVE VSD = VARIABLE SPEED DRIVE SSS = SOLID STATE STARTER MOTOR - NUMBER '15' INDICATES HORSEPOWER MS OR M = MOTOR STARTER CONTACTOR C = CONTACTOR, BP = BYPASS CONTACTOR IC = ISOLATION CONTACTOR r 3 CURRENT TRANSFORMER NUMBER '3' INDICATES NUMBER OF C.T.S. PULL OUT SWITCH/PLUG-RECEPTACLE CONNECTION CONDUIT RUN 3/4"C, UNLESS OTHER WASE SHOWN 4-#12 FOR POWER CIRCUITS TO PANEL "A" CKT "4" A-4 �(P-X%) TAGGED CONDUIT RUN - SEE CONDUIT & WIRE SCHEDULE FOR DETAILS. P=POWER, C=CONTROL, S. -SIGNAL UNTAGGED CONDUIT RUN - CONTRACTOR TO PROVIDE RACEWAY FOR CONTROL OR SIGNAL WIRING AS REQUIRED BY THE EQUIPMENT IN ACCORDANCE TO THE WIRING DIAGRAMS, OR AS SPECIFIED . CONDUIT SIZE PER NECI MINIMUM 3/4' L' _ (120V) 1414 CONTROL WIRE, 1412 POWER WIRE 'S' = TSP SIGNAL WIRE 'D' = DEVICENET CABLE CONNECTION 'E' = ETHERNET CABLE CONNECTION (CAT -5) 'F' = FIRE ALARM PANEL CONNECTION PROVIDE 14 OF WIRES AS REQUIRED. 0 CONDUIT TURNED UP OR TOWARD. PBC HHP ❑ ❑ RACEWAY TURNED DOWN CONDUIT CONCEALED CONDUIT EXPOSED. CONDUIT JUNCTION BOX PB = PULL BOX, HH = HANDHOLE C=CONTROL, S=SIGNAL, P=POWER CONDUIT CAPPED. CORD OR FLEX CONDUIT NJ E] SMOKE DETECTOR RATE OF RISE DETECTOR (HEAT) LEL GAS DETECTOR FIRE ALARM HORN AND STROBE FIRE PULL SATATION MISCELLANOUS SYMBOLS ❑ HAND CONTROL STATION WITH, HOA SWITCH SPEED POT OF VSD DRIVEN) RUN LIGHT (IF SUBMERSED) WIRE DIAGRAMS, ONELINES, MISC. LIGHT DASHED LINE = EXISTING OR FUTURE NEW WORK/EQUIPMENT CONDUCTORS NOT CONNECTED. CONDUCTORS CONNECTED, LIGHTING & RECEPTACLE SYMBOLS CONTROL AND INSTRUMENTATION N.O. ND. NORMALLY NORMALLY OPEN CLOSED SW PB oo 0 0 NO II FS LS PS TS ZSo oe� SW o—v SWITCH PB ^ PUSH BUTTON NC FS LS oT O PS TS CONTACT FLOW SWITCH LEVEL SWITCH PRESSURE SWITCH TEMPERATURE SWITCH oZSSc LIMIT SWITCH FT INSTRUMENT - FS = FLOW SWITCH, FT = FLOW XMTR, PS= PRESSURE SWITCH, PT = PRESSURE XMTR, ZS = LIMIT SWITCH, VS = VIBRATION SWITCH. VT = VIBRATION XMTR, MS = MOISTURE SWITCH - FE = FLOW ELEMENT, LE = LEVEL ELEMENT, TE = TEMP ELEMENT. ® INSTRUMENT - LS = LEVEL SWITCH, TS = TEMPERATURE SWITCH, ® FIELD INSTRUMENT H0A 4'-xoo HOA = HAND/OFF/AUTO SWITCH HOR = HAND/OFF/REMOTE SWITCH OCA = OPEN/CLOSE/AUTO SWITCH RO = RUN/OFF INDICATING LIGHT R=RED, G=GREEN, A=AMBER, B=BLUE, W=WHITE CONTROL RELAY / CONTACTOR TIME DELAY RELAY TWISTED SHIELDED PAIR (TSP) SOLENOID VALVE RTM = RUN TIME METER, AMP = AMP METER, CNT = COUNTER HMI = OPERATOR CONTROL INTERFACE (VFD OPERATOR & DISPLAY) SPEED POT 071 R BATTERY. HORN BLOWN FUSE INDICATOR INDICATING 1 IGHT: A = AMBER G = GREEN B = BLUE R = RED W .WHITE O FI 2a O FI 2a FLUORESCENT LIGHTING FIXTURE-SURFACEOR PENDANT MOUNTED 'F1' INDICATES TYPE PER FO(NRESCHEDULE "2' INDICATES CWCURING a INDICATES SWRCHING FLUSH MOUNTED FLUORESCENT LIGHT • INDICATES FIXTURE ON EMERGENCYCIRCUR FLUORESCENT STRIP LIGHT SURFACE OR PENDANT MOUNTED INCANDESCENT, COMPACT FLOURSCENT, OR H.I.D. CEILING MOUNTED INCANDESCENT, COMPACT FLOURSCENT, OR H.I.D. WALL MOUNTED EXIT LIGHT, , INDICATES DIRECTION OF ARROW EMERGENCY WALL PACK. H.I.D. LIGHTING FIXTURE, POLE MOUNTED. PHOTO ELECTRIC RELAY IMOD SINGLE POLE SWITCH SUPERSCRIPT CIRCUIT IDENTIFIER ETC.) AND SWITCHING �.7 CONTROL: (a,b,c ETC.) MAY BE SkID COMBINED EXAMPLE 1a, 6c, 3bC ETC SUBSCRIPT MODIFIER INDICATES: 2 = DOUBLE POLE 3 = THREE WAY 4 = FOUR WAY P = WITH PILOT LIGHT K = KEY OPERATED M = MOTOR RATED WP = WEATHER PROOF T = TIMER XP = EXPLOSION PROOF MC = MOMENTARY CONTACT, THREE POSITION D = DIMMER R = RFOCTATF - CPFFT PUBLIC WORKS DEPT. -ENGIN EERING-STREETS-WATER-SEWER-PARKS-BU ILDING- VMF VMF Pal o:S Po10 3861 JMM fold bk no C�{ VyMOD DUPLEX RECEPTACLE C=CIRCUIT 14 MOD = MODIFIER WP = WEATHER PROOF XP = EXPLOSION PROOF GF = GROUND FAULT ch d(X) SURFACE METAL RACEWAY WITH RECEPTACLE AT X' O.C. FOURPLEX RECEPTACLES 0- SINGLE RECEPTACLE ® SPECIAL PURPOSE RECEPTACLE, AS NOTED DUPLEX RECEPTACLE MOUNTED 6' ABOVE COUNTER BACKSPLASH. Q DATA OUTLET DIC INTERCOM A SPLIT TELEPNONE DATA OUTLET - TELEPHONE OUTLET PACE ( P-101 1 XX A,AMP AC AF AFF AI AIC AIL AL ALT AM AO AS AT ATS BAT BC BH BIL BP C CAP CB AMPERE AIR COMPRESSOR, ALTERNATING CURRENT AMPERE FRAME ABOVE FINISHED FLOOR ANALOG INPUT POINT (PLC) AMPERES INTERRUPTING CAPACITY AMBER INDICATING LIGHT ALARM ALTERNATOR AMMETER ANALOG OUTPUT POINT (PLC) AMPERE SWITCH AMPERE TRIP AUTOMATIC TRANSFER SWITCH BATTERY BATTERY CHARGER BLOCK HEATER BLUE INDICATING LIGHT BYPASS CONTRACTOR CONDUIT, CONTROL CAPACITOR CIRCUIT BREAKER CKT CIRCUIT CNT START COUNTER CP CPT CR CT CV DB DEM DF DI DO DWG E,EXIST EF F FACP FS CONTROL PANEL CONTROL POWER TRANSFORMER CONTROL RELAY CURRENT TRANSFORMER CHECK VALVE DIRECT BURIED DEMAND DEMAND FACTOR AC DIGITAL INPUT POINT (PLC) AC DIGITAL OUTPUT POINT (PLC) DRAWING EXISTING EXHAUST FAN FUSED FIRE ALARM CONTROL PANEL FLOW SWITCH FT F- LOW TRANSMITTER FVNR FULL VOLTAGE NON -REVERSING FVR FULL VOLTAGE REVERSING G,GND GROUND GEN GENERATOR GFI GROUND FAULT INTERRUPTER GIL GREEN INDICATING LIGHT GRS(GRC) GALVANIZED RIGID STEEL (CONDUIT) H HOT, HIGH, HAND HH HAND HOLE HID HIGH INTENSITY DISCHARGE HIM HUMAN MACHINE INTERFACE HOA HAND OFF AUTO (SELECTOR SWITCH) HS HAND STATION (HOA SWITCH 8 POT) HTR HEATER IC ISOLATION CONTRACTOR ISR INTRINSICALLY SAFE RELAY kVA KILO VOLT AMPS kVAR KILO VOLT AMP REACTIVE kVARH KILOVAR HOUR kWH L LC LCP LE LS LT REFERENCE SYMBOLS RACEWAY TAG - P=POWER, C=CONTROL, S=SIGNAL, D=DATA, T=TELEPHONE, S=SPARE EQUIPMENT TAG SHEET NOTE (KEYNOTE) Kirkland, WA p. 206.041.185 51 1.206.44131167 M E>wnana ae=i-Canwm paceengs.can KILOWATT HOUR LOW LIGHTING CONTACTOR LOCAL CONTROL PANEL LEVEL ELEMENT LEVEL SWITCH LEVEL TRANSMITTER INSTRUMENT INSTRUMENT FN TYPE / DESIGNATION 00 FUNCTION INSTRUMENT NUMBER STORM LIFT STATION #15 IMPROVEMENTS LTG 44 MCC MCP MFGR MH MO MOV MS MTS N NC NF NO 01 DIT DL DT PS PB PBC PBD PBL PBP PBS PE PFR PLC PMD PNL POT PS PT PVC RCP RIL RO RTD RTM RV RVAT S SA SE SHT SS SSS SV TC TDOD TDOE TDR TEL TNI TS TSP TST TVSS TYP UH UPS V VS VFD VSD W WHM WIL WP XFMR XP XMTR ZS LIGHTING METER MOTOR CONTROL CENTER MAIN CONTROL PANEL MANUFACTURER MANHOLE MAGNETIC ONLY (CIRCUIT BREAKER) MOTOR OPERATED VALVE MOTOR STARTER MANUAL TRANSFER SWITCH NEUTRAL NORMALLY CLOSED NON FUSED NORMALLY OPEN OPERATOR INTERFUZJ OPERATOR IN TRDIIBLH OVERLOAD RELAY 61J OVER TEMP POWER PUMP STATION � PUSH BUTTON PULLBOX (CONTRO 0 PULLBOX (DATA) PUSH BUTTON - PULLBOX (POWER)] PULLBOX (SIGNAL�� PHOTO ELECTRIC IRa4AY PHASE FAILURE RELAY PROGRAMMABLE LOGIC CONTROLLER POWER MONITORING DEVICE PANEL POTENTIOMETER PRESSURE SWITCH POTENTIAL TRANSFORMER POLY VINYL CHLORIDE (CONDUIT) REMOTE CONTROL PANEL > CV ED iY42 RED INDICATING LIGHT RUN - OFF RESISTANCE TEMPERATURE DEVICE RUN TIME METER REDUCED VOLTAGE REDUCED VOLTAGE AUTO TRANSFORMER STARTER SIGNAL SURGE ARRESTOR SERVICE ENTRANCE SHEET STAINLESS STEEL SOLID STATE STARTER SOLENOID VALVE THERMOSTAT TIME CLOCK TIME DELAY ON DE-ENERGIZATION TIME DELAY ON ENERGIZATION TIME DELAY RELAY TELEPHONE TELEPHONE NETWORK INTERFACE TEMPERATURE SWITCH TWISTED SHIELDED PAIR TWISTED SHIELDED THREE TRANSIENT VOLTAGE SURGE SUPPRESSER TYPICAL UNIT HEATER UNINTERRUPTIBLE POWER SUPPLY VAULT VIBRATION SNITCH VARIABLE FREQUENCY DRIVE VARIABLE SPEED DRIVE WATT WATT HOUR METER WHITE INDICATING LIGHT WEATHER PROOF TRANSFORMER EXPLOSION PRO TRANSMITTER LIMIT SWITCH 'CALL TWO BUSINESS DAYS BEFORE YOU DIG 1400.424.5555 SYMBOLS & ABBREVIATIONS r L rT . 0 FOLLETT ENGINEERING ELECTRICAL ENGINEERING 8 CONSULTING *106066. WA 425-636-3333 fie no no 00010 AS SHOWN eels MAV 21,2713 /J-oJ' BOND TO STEEL (TYP OF 2 PLACES) I WALL MOUNT FIXTURE ABOVE THE DOOR 4/OG UTILITY METER GROUND ROD IN WELL (SEE DETAILS) / I I COORDINATE GENERATOR MANUFACTURING AND INSTALLATION WITH TURNING VANE — SEE C SHEETS FOR DETAILS BOND TO GEN FRAME . rz GEN BREAKER .,ONTROL F2 PANEL BATTERY �� (C—GA) I I \I \z '�...— i\ -.1.-:....„., \ MAIN BX (P—GEN) \ z \1 BRKR MAINTAIN A MINIMUM SEPARATION OF 24" BETWEEN CONTROL AND POWER RACEWAYS I __1 CT CABINET 0 1.5 HORIZ. 1 3 Scole In Feet BLOCK HEATER I 1 (P—BH) (C—GEN) �.� i I .\\/ (C—ATS).\ F35 .� It _ (P—SRV1) (P—PNLB) VP J GENERAL NOTES: UNTAGGED HOMERUN SYMBOLS = 3/4" GRC (MINIMUM SIZE) TO THE NEAREST PULL BOX (PBC, PBS) OR TO THE CONTROL PANEL (C =4 #14 MIN.), (S= 1—TSP MIN.), PROVIDE # OF WIRES AS SHOWN OR REQUIRED BY THE WIRING DIAGRAMS OR SCHEDULE WHICHEVER IS THE GREATER AMOUNT. SEE DETAIL DRAWINGS FOR EQUIPMENT AND INSTRUMENT INSTALLATIONS. INSTALL EQUIPMENT PER THE REQUIREMENTS OF THE APPLICABLE DETAIL AND PER THE EQUIPMENT MANUFACTURERS RECOMMENDATIONS AND REQUIREMENTS. 2. PROVIDE WATER SEAL ON INSIDE OF RACEWAYS PER SPECIFICATIONS FOR ALL RACEWAY PENETRATIONS. PROVIDE WATER TIGHT SEAL AROUND OUTSIDE OF ALL CONDUIT PENETRATIONS. 3. RACEWAYS IN GENERAL SHALL BE EXPOSED. WHERE NECESSARY RACEWAYS MAY BE CONCEALED. 4. FOR RACEWAY & WIRE CONNECTIONS AND SIZES SEE ONELINE DIAGRAM. 5, INSTALL UG RACEWAYS SO THAT THE CONDUITS ARE SEALED AT THE JOINTS TO PREVENT WATER INTRUSION INTO THE CONDUITS. PRESSURE TEST THE UG CONDUITS TO VERIFY THAT THE RACEWAYS ARE SEALED. KEY NOTES: @ CORE DRILL THROUGH 18" THICK CONCRETE WALL — WATER SEAL AROUND RACEWAYS — CONTRACTOR SHALL INVESTIGATE EXISTING CONDITIONS TO BEST DETERMINE HOW THIS WORK SHALL BE DONE 2O LOCATIONS OF GENERATOR COMPONENTS IS APPROXIMATE, SEE GENERATOR SHOP DRAWINGS FOR THE EXACT LOCATION OF GENERATOR RELATED COMPONENTS @ DEMOLISH EXISTING SWITCHGEAR AND ASSOCIATED WIRE AND ABOVE GRADE RACEWAYS — MAINTAIN EXISTING SERVICE AND EQUIPMENT UNTIL NEW SERVICE HAS BEEN COMMISIONED. REMOVE EXISTING WIRE TO EQUIPMENT AND DEMOLISH ALL UNUSED RACEWAYS @ CONTRACTOR IS RESPONSIBLE TO INVESTIGATE ALL EXISTING CONDITIONS AND DETERMINE SCOPE OF THE WORK THAT WILL NEED TO BE PREFORMED AND BEST METHOD IN REGARD TO THE EXISTING CONDITIONS AT THE PUMP STATION. . PNLB • 'XFMR B '- f SS up UP (P—P1) UP (P—P2)00 UP EXISTING CONTROL PANEL @EXISTING P1 STARTER ss SS \ (P—P3) 00 (PSSPNLA)s1 EXISTING PUMP 2 STARTER UP EXISTING UTILITY TRANSFORMER EXISTING CO SERVICE EXISTING PUMP 3 STARTER @ @ EXISTING 480V PANEL A P4 STARTER 0 --_::'- UP EXISTING SERVICE.. _'I SS EXISTING CO SWITCHGEAR r L rT . YP --FOLLETT ENGINEERING ELECTRICAL CALL TWO BUSINESS; ENGINEERING D8. AYS BEFORE YOU DID CONSULTING 1.800.424.5555 REDMOND WA 425-838-3333 PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BU ILDING- W a 4rea VMF a VMF eluded AIM Mena AIM wq & sold bit no K81dand, WA p. 206A41.185511. 206.448.7167 PACECidllStrudurel An Enpi•eens saMM<ea Donor paceengrs.can STORM LIFT STATION #15 IMPROVEMENTS ELECTRICAL SITE PLAN file no or reNslons scale AS SHOWN dah MAY 27, 2013 ‚js-pcJ' SERVICE ENTRANCE RATED ATS O3 ® SWITCHBOARD 1200A ATS, 480/277V, 3PH, 4W, 35KAIC UTILITY METER 1200/3 0 SURGE ARRESTOR -r UTILITY 1,51TRANSFORMER 277/480V, 30, 4W rN CP-SRVI)-N, (3) SETS 4'C, 3-600 & 4/00 0 1 EXISTING ® SERVICE %1; (P -GEN) (3) SETS 4'C, 3-600 & 2-4/0 4/0 V V GROUND GRID INTRUSION I—1 D 1200A, 480V, 3PHASE - 35KAIC M5 0 ( 200/3 GL WIL AL RL CP SPD / TVSS TO CONTROL PL 3 1 0 5/2 (C -ATS) I'C, 6#14 (C -GEN) 1'C, 10014 (C -GA) 3/4' 3#14 BLOCK HEATER 480V CP -BH) - 3/4'C, 4#12 BATTERY CHARGER 120V FUEL ;FUEL LOW TANK I RI TIC AL LOW SWITCH FUEL LEAK 600KW, 480Y277V 3 PHASE STANDBY GENERATOR GENERAL NOTES: 5. / ' UNTAGGED RACEWAY OR HOMERUN SYMBOLS = 3/4' GRC (MINIMUM SIZE) TO THE NEAREST PULL BOX (PBC, PBS) 0R TO THE CONTROL PANEL (C =4 #14 MIN.), (5= 1 -TSP MIN.), PROVIDE # OF WIRES AS SHOWN OR REQUIRED BY THE WIRING DIAGRAMS, WHICHEVER IS THE GREATER AMOUNT. 2. CONTROL WIRING BETWEEN DEVICES AND PULLBOXES MAY BE COMBINED IN COMMON RACEWAY WITH OTHER 120V OR CONTROL WIRING. SIGNAL WIRING MAY BE COMBINED WITH OTHER SIGNAL WIRING) PER THE ELECTRICIANS DISCRETION. SIZE CONDUITS PER NEC. 3, FOR 120V CIRCUITS SHOWN - PROVIDE 3/4'C, 4012 4. MCC MFGR. TO SIZE MOTOR STARTERS, VFDS, SOFTSTARTS, CIRCUIT BREAKERS, OVERLOADS, ETC. PER THE REQUIREMENTS OF THE LOAD SERVED. (P-XFRB)-� 3/4'C, 4012 (P-PNLB) 3/4'C, 4#10 GEN BLOCK HEATER �.w..ti 480, 1P 5 KVA 240/120V, 1P ONE LINE DIAGRAM N.T.S. KEY NOTES: ® PROVIDE SERVICE INSTALLATION AND EQUIPMENT PER UTILITY STANDARDS AND REQUIREMENTS - VERFY ALL REQURIEMENTS PRIOR TO INSTALLATION Q EXISTING EQUIPMENT. O SERVICE ENTRANCE RATED AUTOMATIC TRANSFER SWITCH (P -P1) 3'C, 3-250 & 144G O EX STING I CONTROL I PANEL ® EXISTING RACEWAYS AND WIRE TO BE DEMOLISHED, REMOVE ALL UNUSED WIRE AND EXPOSED RACEWAYS. 1 1250/3 (';(/3 T T-Hri:_ -[HIM [RTM SOFT STARTER SSS EXISTING �I (150 P-1 PUMP 1 (P -P2) 3'C, 3-250 & 040 250/3 0 FD,. x/3 I `T I T II SSS 1 EXISTING (150) P-2 PUMP 2 HIM RTM SOFT STARTER 1 1 250/3 0 CP -P3) 3'C, 3-250 & 4146 EXISTING PUMP BLDG. (P -P4) 3'C, 3-250 & 046 /o 1 250/3 (P-PNLA) 1.5'C, 3-#2 & #65 %/3 I 'TI ,�` -�HIMI � RTM SOFT STARTER I SSS EXISTING (150) P-3 PUMP 3 X/3 HIM SSS RTM SOFT STARTER L EXISTING tel_ (150) 0 2 P-3 PUMP 3 1 (100/3 100/3 I 0 �,I I 11 II 11 11 00 1111 EXISTINGPNLA - J CALL TWO BUSINESS' DAYS BEFORE YOU DIG 1.800.4245555 FOLLETT ENGINEERING ELECTRICAL ENGINEERING CONSULTING REDMOND R'5 425-836-3333 rT PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- 6%0E0 ENGIN EER I NG-STR EETS-WATER-SEWER-PARKS-BU I LDI N G- VMF VMF JMM JMM K�idend, WA p. 206 A41.18551 4.206448.7167 .................................................... C6bi 1 SWCWmI 1 Penning 1 Swey M Fn9Tn.anp Sonia Campny 0 8 000 010 0 m STORM LIFT STATION #15 IMPROVEMENTS ONELINE DIAGRAM am revsore sn'e AS SHOWN � MAY21,2013 L,i?a.-034 8 4 1908 42' 30' 48' CT CABINET, SERVICE ATS-SWITCHB❑ARD 156' (13'-0') PUBLIC WORKS DEPT. -EN G I N E E R I N G-STRE ETS-WATER-SEWER-PARKS-BU I LDI NG- 36' VWF VMF JMM 66i.%) 66)41 JMM 0.069,0 /PROVIDE 3' REINFORCED CONCRETE HOUSEKEEPING PAD Mn sheens Senie6Oorvnm PANEL SCHEDULE PNL NO. B 120Y/240V 1PHASE LOCATION: WELL 11 - WELL HOUSE 100A BUS • WITH 60 AMP MAIN BREAKER NO. LOAD DESCRIPTION 12000 SWITCHBOARD TRIP AMPS CT CABINET COLUMBIA LUN4-1 SERIES ATS AUTOMATIC TRANSFER SWITCH NO. F2 TVSS HALOGEN EMERGENCY WALL PACK. 2 LAMP W/ RECHARGEABLE BATTERY. VOLTMETER 120V. F3 MAIN BREAKER SERVICE ENTRANCE RATED 100W HP5 WALL MOUNTED 100W HP5 FIXTURE - DIE CAST ALUMINUM W/ SWIVEL ARM 8 CANOPY. CUTOFF FIXTURE W/ 100 DEGREE UP T030 DEGREE DOWN SWIVEL RANGE. FULLY GASKETED FOR WEATHERTIGHT OPERATION, OUTDOOR RATED 0 -DEGREE BALLAST. 120V. WITH PHOTOCELL 1 LIGHTS - GEN AREA INSIDE 148 148 O 3 O 1 150.0 ATS CONTROL 148 I I_] I 0 OA BATTERYCHARGER 150.0 O LIGHTS GEN AREA OUTSIDE WALL 0.3 0 MISC 1 SPARE 8 7 0 1 8 2 O e SPARE DESIGN TOTAL 1511 15/1 SPARE 10 615 42' 30' 48' CT CABINET, SERVICE ATS-SWITCHB❑ARD 156' (13'-0') PUBLIC WORKS DEPT. -EN G I N E E R I N G-STRE ETS-WATER-SEWER-PARKS-BU I LDI NG- 36' VWF VMF JMM 66i.%) 66)41 JMM 0.069,0 /PROVIDE 3' REINFORCED CONCRETE HOUSEKEEPING PAD Mn sheens Senie6Oorvnm PANEL SCHEDULE PNL NO. B 120Y/240V 1PHASE LOCATION: WELL 11 - WELL HOUSE 100A BUS • WITH 60 AMP MAIN BREAKER NO. LOAD DESCRIPTION LAMPS TRIP AMPS TRIP AMPS COLUMBIA LUN4-1 SERIES LOAD DESCRIPTION NO. F2 MCPHILE SU SERIES HALOGEN EMERGENCY WALL PACK. 2 LAMP W/ RECHARGEABLE BATTERY. VOLTMETER 120V. F3 GARDCO OF7 100W HP5 WALL MOUNTED 100W HP5 FIXTURE - DIE CAST ALUMINUM W/ SWIVEL ARM 8 CANOPY. CUTOFF FIXTURE W/ 100 DEGREE UP T030 DEGREE DOWN SWIVEL RANGE. FULLY GASKETED FOR WEATHERTIGHT OPERATION, OUTDOOR RATED 0 -DEGREE BALLAST. 120V. WITH PHOTOCELL 1 LIGHTS - GEN AREA INSIDE 148 148 1 148 3 RECEPTACLES SOUTH WALL 1 150.0 RECEPTACLES NORTH WALL 148 1 148 20/1 OA BATTERYCHARGER 150.0 5 LIGHTS GEN AREA OUTSIDE WALL 0.3 0.6 9 MISC 1 SPARE 8 7 SPARE 1 8 2 20/2 e SPARE DESIGN TOTAL 1511 15/1 SPARE 10 615 1.5 KVA 461 0.4 FOLLETT ENGINEERING TOTAL KVA 425-765-6304 AMPS @ 240V. 1 PHASE - 79 LIGHTING FIXTURE SCHEDULE FIXTURE MFG. CATALOG # LAMPS DESCRIPTION 1;1 COLUMBIA LUN4-1 SERIES (2) LAMPS 32W 4 (2) LAMP SURFACE MOUNTED FIBERGLASS FLUORESCENT, ENCLOSED 8 GASKETED. WET LOCATION TYPE. RAPID START ENERGY EFFICIENT BALLAST. 120V. F2 MCPHILE SU SERIES HALOGEN EMERGENCY WALL PACK. 2 LAMP W/ RECHARGEABLE BATTERY. VOLTMETER 120V. F3 GARDCO OF7 100W HP5 WALL MOUNTED 100W HP5 FIXTURE - DIE CAST ALUMINUM W/ SWIVEL ARM 8 CANOPY. CUTOFF FIXTURE W/ 100 DEGREE UP T030 DEGREE DOWN SWIVEL RANGE. FULLY GASKETED FOR WEATHERTIGHT OPERATION, OUTDOOR RATED 0 -DEGREE BALLAST. 120V. WITH PHOTOCELL IGI4end, WA p. 206.441.18551 1' 206.448.7167 Cbi l StrecUfel l RanOn91Survey paaelgls.com LOAD CALCULATIONS LOAD DESCRIPTION DUTY NO. HP EACH KVA EACH Total Duly KVA STATION LOAD NO. KVA GENERATOR LOAD NO. KVA PUMP 1 1 150.0 148 148 1.25 185 1 148 PUMP 2 1 150.0 148 148 1 148 1 148 PUMP 3 1 150.0 148 148 1 148 1 148 .. ,.. PUMP 4 HEAT 1 1 150.0 148 15 148 15 1 ................... 148 1 15 0.6 9 MISC 1 8 8 1 8 1 8 Total Duty DESIGN TOTAL GEN TOTAL KVA SUB -TOTAL 615 KVA 652 KVA 461 AMPS @ 480V, 3P 740 AMPS 785 AMPS 555 CALL TWO BUSINESS, DAYS BEFORE YOU DIG 1 600.424.5555 STORM LIFT STATION #15 IMPROVEMENTS EQUIPMENT ELEVATIONS & SCHEDULES FOLLETT ENGINEERING ELECTRICAL ENGINEERING 8 CONSULTING REDMOND WA 425-836-3333 1 fie no r L rT . L revsons sone AS SHOWN daw MAY21,2013 0111, L i3 -o3G • GENERATOR AND AUTOMATIC XFR SWITCH GENERATOR FUEL TANK LOW FUEL • o CRITICAL LOW - LEAK II GEN CP RUN II EXISTING CONTROL PNL TROUBLE ILE FAIL II LOW FUEL II PLC I/O MCP1 D GEN RUNNING GENERATOR D ALARM I (COMMON) INTRUSION II RUN/OFF/AUTO 3/4'C, BATTERY CHARGER WIRES ATS LEAK II CALL EMER II NORM II 120V CR ATSE Iif D GEN FAIL (COMMON) D LOW FUEL ALARM D GEN INTRUSION D SWITCH OFF D LEAK PWR FAIL I II BATTERY CHARGER 120VAC> XX II XX II 120V ATS IN EMER D ATS IN NORMAL UTILITY D POWER FAIL DLOW BATTERY D COMMON ALARM PROVIDE WIRING AS SHOWN TO THE EXISTING CONTROL PANEL. ALL MODIFICATIONS TO THE CONTROL PANEL AND PROGRAMMING SHALL BE DONE BY CALVERT CONTROLS GROUNDING BUSHING (IF CONDUIT IS STEEL> COVER STEEL INSERT FOR TRAFFIC AREAS, CONCRETE ONLY FOR NON -TRAFFIC USE AREAS CONDUIT TO SERVICE EQUIPMENT GROUND ROD DETAIL FOGTITE GROUND ROD BOX NSP -1 OR EQUAL BURNOY GROUND CLAMP GROUND ROD SCALE, NONE 1117 ® r1.-- w N } W 6, 74 In o• 1 LC- i CALL IWO BUSINESS DAYS BEFORE YOU DIG 1.800.424.5555 rT . FOLLETT ENGINEERING ELECTRICAL ENGINEERING CONSULTING REDMOND WA 425-836--3333 PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- dunned ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- VLF w an VbF aroma IBM IBM rrACE.644634.64463446v Srnt-Canpanv peceengrsmfl ICfl4, WA p. 206'.41.18551184L 205.4anning 48.716715urcey Civl 1 SWcth STORM LIFT STATION #15 IMPROVEMENTS WIRE DIAGRAM & DETAILS fie no am revsbns scree AS SHOWN Z./S-*'a3G tlale MAY21,2013 Ott" of gaily& Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Teri Svedahl , HEREBY DECLARE THAT: Associated File Number (s): L13-036 x Notice of Application Notice of Decision x Notice of Public Hearing Notice of Public Meeting Determination of Non- Significance Mitigated Determination of Non - Significance Determination of Significance & Scoping Notice Short Subdivision Agenda Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Packet Board of Adjustment Agenda Packet Official Notice Notice of Action Other: Was mailed to each of the addresses listed/attached on this _16 day of _July , _2013 Project Name: City of Tukwila Public Works Variance - front setbacks Project Number: PL13-033 Associated File Number (s): L13-036 Mailing requested by: a . it . ` ' s Mailer's signature: (./`-2 (Y( n ,..— W:\USERS\TERI\TEMPLATES-FORMS\AFFIDAVIT OF DISTRIBUTION.DOC City of Tukwila Notice of Application and Notice Public Hearing City of Tukwila Lift Station Variance Application Project Site S 180th St Location: 5910 S. 180th Street File #'s: LI3-036 (Variance Application) Applicant: City of Tukwila, Public Works Property Owner: City of Tukwila (Easement) Project Planner: Brandon Miles, 206-431-3684 Project Description: Notice is hereby given that the City of Tukwila's Hearing Examiner will hold a public hearing at 9:15 AM on Tuesday, July 30, 2013. The hearing will be located in the Planning Offices at 6300 Southcenter Blvd, Ste 100. The purpose of the hearing is to consider the request by the City to encroach into the front setback from S. 180th Street. The pur- pose of the encroachment is to install a fence to screen an elec- trical generator for the stormwater pumps located on the site. Comments and Appeals: Persons wishing to comment on the above application may do so by written statement or by appearing at the public hearing. Written comments can be pro- vided to: Department of Community Development; ATTN: Brandon Miles; 6300 Southcenter Blvd, Suite 100; Tukwila, WA, 98188. FOR QUESTIONS OR FOR INFORMATION ON YOUR APPEAL RIGHTS, PLEASE CONTACT BRANDON MILES AT 206-431-3684. You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Notice of Application and Notice Public Hearing City of Tukwila Lift Station Variance Application 0 G ro aero St S 180th St eject Site 11 Location: 5910 S. 180th Street File #'s: L13-036 (Variance Application) Applicant: City of Tukwila, Public Works Property Owner: City of Tukwila (Easement) Project Planner: Brandon Miles, 206-431-3684 Project Description: Notice is hereby given that the City of Tukwila's Hearing Examiner will hold a public hearing at 9:15 AM on Tuesday, July 30, 2013. The hearing will be located in the Planning Offices at 6300 Southcenter Blvd, Ste 100. The purpose of the hearing is to consider the request by the City to encroach into the front setback from S. 180th Street. The pur- pose of the encroachment is to install a fence to screen an elec- trical generator for the stormwater pumps located on the site. Comments and Appeals: Persons wishing to comment on the above application may do so by written statement or by appearing at the public hearing. Written comments can be pro- vided to: Department of Community Development; ATTN: Brandon Miles; 6300 Southcenter Blvd, Suite 100; Tukwila, WA, 98188. FOR QUESTIONS OR FOR INFORMATION ON YOUR APPEAL RIGHTS, PLEASE CONTACT BRANDON MILES AT 206-431-3684. You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Notice of Application and Notice Public Hearing City of Tukwila Lift Station Variance Application Project Site 0 1' 0 CO 78th St S 180th St Location: 5910 S. 180th Street File #'s: LI3-036 (Variance Application) Applicant: City of Tukwila, Public Works Property Owner: City of Tukwila (Easement) Project Planner: Brandon Miles, 206-431-3684 Project Description: Notice is hereby given that the City of Tukwila's Hearing Examiner will hold a public hearing at 9:15 AM on Tuesday, July 30, 2013. The hearing will be Located in the Planning Offices at 6300 Southcenter Blvd, Ste 100. The purpose of the hearing is to consider the request by the City to encroach into the front setback from S. 180th Street. The pur- pose of the encroachment is to install a fence to screen an elec- trical generator for the stormwater pumps located on the site. Comments and Appeals: Persons wishing to comment on the above application may do so by written statement or by appearing at the public hearing. Written comments can be pro- vided to: Department of Community Development; ATTN: Brandon Miles; 6300 Southcenter Blvd, Suite 100; Tukwila, WA, 98188. FOR QUESTIONS OR FOR INFORMATION ON YOUR APPEAL RIGHTS, PLEASE CONTACT BRANDON MILES AT 206-431-3684. You are receiving this notice because you are a property owner or tenant within 500h of this project. City of Tukwila Notice of Application and Location: 5910 S. 180th Street Notice Public Hearing City of Tukwila Lift Station Variance Application Project Site S 180th St 78th St File #'s: LI 3-036 (Variance Application) Applicant: City of Tukwila, Public Works Property Owner: City of Tukwila (Easement) Project Planner: Brandon Miles, 206-431-3684 Project Description: Notice is hereby given that the City of Tukwila's Hearing Examiner will hold a public hearing at 9:15 AM on Tuesday, July 30, 2013. The hearing will be located in the Planning Offices at 6300 Southcenter Blvd, Ste 100. The purpose of the hearing is to consider the request by the City to encroach into the front setback from S. 180th Street. The pur- pose of the encroachment is to install a fence to screen an elec- trical generator for the stormwater pumps located on the site. Comments and Appeals: Persons wishing to comment on the above application may do so by written statement or by appearing at the public hearing. Written comments can be pro- vided to: Department of Community Development; ATTN: Brandon Miles; 6300 Southcenter Blvd, Suite 100; Tukwila, WA, 98188. FOR QUESTIONS OR FOR INFORMATION ON YOUR APPEAL RIGHTS, PLEASE CONTACT BRANDON MILES AT 206-431-3684. You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 Official Notice of Application and Notice Public Hearing, July 16, 2013 City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 Official Notice of Application and Notice Public Hearing, July 16, 2013 City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 Official Notice of Application and Notice Public Hearing, July 16, 2013 Official Notice of Application and Notice Public Hearing, July 16, 2013 NAME KIR TUKWILA 050 LLC/KIMCO SEGALE PROPERTIES LLC SEGALE PROPERTIES LLC GRE MANAGEMENT SERVICES INC MADISON INVESTMENTS LLC LEVITZ TUKWILA LLC WACO ENTERPRISE CWWA SOUTHCENTER 4 LLC CWWA SOUTHCENTER 4 LLC UNION PACIFIC RAILROAD AMB PROPERTY CORP TRI -LAND CORPORATION BOEING OREGON MASABI TRUST ANDOVER PROPERTY MANAGEMENT TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER ADDRESS 3333 NEW HYDE PARK STE 100 5811 SEGALE PARK DR B # C PO BOX 88028 2150 DOUGLAS BLVD # 110 PO BOX 1922 180 N STETSON AVE # 324-D PO BOX 88216 PO BOX A-3879 PO BOX B-3879 1416 DODGE ST # 325 60 STATE ST STE 1200 C/O RE TAX 1325 4TH AVE STE # 1940 1325 4TH AVE STE 1940 415 BAKER BLVD # 200 18340 SEGALE PARK DR B 18325 SEGALE PARK DR B 18300 SEGALE PARK DR B 18270 SEGALE PARK DR B 18287 SEGALE PARK DR B 18260 SEGALE PARK DR B 18255 SEGALE PARK DR B 18221 ANDOVER PARK W 18205 SEGALE PARK DR B 18191 SEGALE PARK DR B 18205 ANDOVER PARK W 18200 SEGALE PARK DR B 18161 SEGALE PARK DR B 18125 ANDOVER PARK W 18010 SOUTHCENTER PKWY 17835 SOUTHCENTER PKWY 5951 S 180TH ST 6101 S 180TH ST 5901 S 180TH ST 17950 SOUTHCENTER PKWY 1251 ANDOVER PARK W 17920 SOUTHCENTER PKWY 5920 S 180TH ST 1203 ANDOVER PARK W 1205 ANDOVER PARK W 5910 S 180TH ST 17855 SOUTHCENTER PKWY 17800 SOUTHCENTER PKWY 17750 SOUTHCENTER PKWY 17746 SOUTHCENTER PKWY 17740 SOUTHCENTER PKWY 17720 SOUTHCENTER PKWY 17790 SOUTHCENTER PKWY 17710 SOUTHCENTER PKWY CITY ST NEW HYDE PARK NY TUKWILA WA TUKWILA WA ROSEVILLE CA BOZEMAN MT CHICAGO IL TUKWILA WA CHICAGO IL CHICAGO IL OMAHA NE BOSTON MA SEATTLE WA SEATTLE WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA ZIP 11042 98188 98138 95661 59771 80601 98138 60690 60690 68179 2109 98101 98101 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 17784 SOUTHCENTER PKWY 17601 SOUTHCENTER PKWY 17780 SOUTHCENTER PKWY 1185 ANDOVER PARK W 1161 ANDOVER PARK W 1141 ANDOVER PARK W 17686 SOUTHCENTER PKWY 1125 ANDOVER PARK W 17770 SOUTHCENTER PKWY 17774 SOUTHCENTER PKWY 1105 ANDOVER PARK W 17680 SOUTHCENTER PKWY 17672 MIDLAND DR 301 UPLAND DR 1109 ANDOVER PARK W 1111 ANDOVER PARK W 1113 ANDOVER PARK W 1115 ANDOVER PARK W 1121 ANDOVER PARK W 1139 ANDOVER PARK W 1131 ANDOVER PARK W 1127 ANDOVER PARK W 1145 ANDOVER PARK W 1147 ANDOVER PARK W 1149 ANDOVER PARK W 1159 ANDOVER PARK W 1163 ANDOVER PARK W 1167 ANDOVER PARK W 1169 ANDOVER PARK W 1177 ANDOVER PARK W 1171 ANDOVER PARK W 1165 ANDOVER PARK W 1187 ANDOVER PARK W 1183 ANDOVER PARK W 1181 ANDOVER PARK W 1179 ANDOVER PARK W 1191 ANDOVER PARK W 1189 ANDOVER PARK W TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA COMPREHENSIVE PLAN Utilities GOAL AND POLICIES Goal 12.1 Utility services and facilities that meet the community's current and future needs in a safe, reliable, efficient, economic and environmentally responsible manner. POLICIES FOR CITY -MANAGED UTILITIES Service Extensions and Level of Service 12.1.1 Use adopted level -of -service standards to meet public health and safety requirements, address deficiencies, and assure quality of service. 12.1.2 Ensure that the City of Tukwila utility functional plans and operations meet applicable federal, state, regional, and county requirements and regulations. 12.1.3 Require the use of Tukwila's adopted level -of -service standards in the design and construction of all utility service extensions. 12.1.4 Base the extension and sizing of utility system components on the Comprehensive Plan land use element for the area. 12.1.5 Continue to meet or exceed federal minimum standards for the National Flood Insurance Program to better protect public health and safety and to achieve flood insurance premium discounts. 12.1.6 Ensure that new development, redevelopment and other actions within the City of Tukwila's jurisdiction do not cause significant adverse upstream or downstream impacts on flooding, erosion, and natural resources infoodplains within and outside of Tukwila's jurisdiction. 12.1.7 Assume 100 year future buildout conditions in any new drainage basin studies and amend land use plans and regulations according to results. 140 December 2008 TUKWILA COMPREHENSIVE PLAN Utilities IMPLEMENTATION STRATEGIES + Regulate uses, development and redevelopment, including essential facilities, in flood plains + Prevent cumulative effects of obstructions in a flood zone by restricting development and other actions to zero increase in base flood elevation + Require floodproofing or elevation of structures above the base flood elevation when built in a flood zone + Encourage the use of Low -Impact Development where appropriate 12.1.19 Ensure the City of Tukwila's continued participation in the National Flood Insurance Program. IMPLEMENTATION STRATEGY + Periodically review and update the City of Tukwila's flood plain management standards and flood zone construction permit process 12.1.20 Seek to reduce and do not increase the risk of severe flooding experienced by existing public and private developments. IMPLEMENTATION STRATEGIES + Prohibition on structures or fill in the floodplain that would cause an increase in the elevation of the "zero -rise" floodway. + Compensation for floodplain fill with equivalent excavation + Compensation or mitigation for floodway impacts will be evaluated on a case-by-case basis Facility Impacts 12.1.21 Design, construct, and maintain facilities so as to minimize their impact on adjacent neighborhoods and businesses. IMPLEMENTATION STRATEGY + Periodically review and update the City of Tukwila's flood plain management standards and flood zone construction permit process December 2008 143 TUKWILA COMPREHENSIVE PLAN Utilities Water Utility 12.1.22 Actively participate in determining a regional solution to Tukwila's water supply. 12.1.23 Provide reliable water service for domestic, commercial, industrial, fire flow, and water emergency uses. IMPLEMENTATION STRATEGIES + Response plan for water emergencies + An operations maintenance manual and program + A water quality monitoring program + Water reuse as a water supply source + Private wells where approved by the appropriate authority + A water line replacement/enhancement program for deficient single-family residential areas Sewer Utility 12.1.24 Serve all existing and potential residences and businesses with a sewer utility. IMPLEMENTATION STRATEGY + A schedule and strategy to prioritize bringing sewer service to homes and businesses currently on septic systems Surface Water Management Utility 12.1.25 Serve all Tukwila's residences and businesses with a storm and surface water utility. IMPLEMENTATION STRATEGY + A comprehensive surface water management plan consistent with other regulatory requirements to improve water quality 144 December 2008 CITY OF TUKWILA��,��NING CODE Department of Community DevelopmentRECEI �' may' 6300 Southcenter Boulevard, Tukwila, WA 98188 VARIANCE Telephone: (206) 431-3670 FAX (206) 431-3665 'JUL 09 2013 E-mail: planning(,TukrrilaWA.gov• (;pMMI�,- DEVELUI'MLNI' _CEIVED APPLICATION *1 1 )kVLLO'ML-NT FOR STAFF USE ONLY Permits Plus Type: P -VAR Planner: File Number: Z---/.3 ^ [ J 3p Application Complete Date: ' ' Project File Number: ) fl / --- Application Incomplete Date: Other File Numbers: NAME OF PROJECT/DEVELOPMENT: p1lcchn. LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, acces eet, and nearest intersection. 64110 511 0111%1d LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). DEVELOPMENT COORDINATOR: The individual who: • has decision making authority on behalf of the owner/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: I GtA Address: 62)2.) 1j.)1nkL, r h ( Phone: !4d, 54 l� E-mail: Signature: FAX: { LctS-74 Date: W:\Applications-Handouts, Land Use \2011 Applications \2011 LAND USE-WORD-docx\Zoning Code Variance-Jan2011.docx 6, 4 STORM LIFT STATION #15 IMPROVEMENTS MAYOR JIM HAGGERTON DIRECTOR OF PUBLIC WORKS BOB GIBERSON, P.E. CITY ENGINEER ROBIN TISCHMAK, P.E. SCHEDULE OF DRAWINGS CITY COUNCIL KATHY HOUGARDY, PRESIDENT JOE DUFFIE VERNA SEAL DE'SEAN QUINN DENNIS ROBERTSON KATE KRULLER ALLAN EKBERG SHEET NO. TITLE C1.0 COVER SHEET C1.1 CONSTRUCTION NOTES C2.0 EROSION CONTROL PLAN, NOTES AND DETAILS 03.0 SITE PLAN C3.1 SITE PLAN DETAILS C4.0 STRUCTURAL NOTES C4.1 STRUCTURAL NOTES AND DETAILS El SYMBOLS AND ABBREVIATIONS E2 ELECTRICAL SITE PLAN E3 ONELINE DIAGRAM E4 EQUIPMENT ELEVATIONS & SCHEDULES E5 WIRE DIAGRAM & DETAILS PUBLIC WORKS DEPT. -ENGI N EERI NG -STREETS -WATER -SEWER -PARKS -BU ILDING- ey aeaiga.0 JMM drawn NKJ checked KHN pro, eeg JMM Pro] as r 1601 2r Avenue Suite 1000 SeatOe,1W498101 p. 206.441.18551 0.206.448.7167 ...................................................... Civil 1 Structural 1 Planning 1 Survey An Engineering Servivs Company paceengrs.com BOEING` �..0 e 5 12.,T ,,L 126 5 �x�d till. ru =T ORT L. c >z -'J O —J J w Jae 8 5 STRANDER oAlvl CORDGPAII pRK, 00,.00 PROJEC T LOCA TION CALL TWO BUSINESS, DAYS BEFORE YOU DIG 1.800.4244555I STORM LIFT STATION #15 IMPROVEMENTS COVER SHEET C1.0 Lleno P11372_CV data revisions s ale NTS date MAY 2013 CONSTRUCTION NOTES PRIOR TO STARTING CONSTRUCTION, CONTACT ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS. CONTACTS: PROJECT MANAGER KEN NILSEN, P.E. 206 441-1855 DESIGN ENGINEER JOHN McALPINE, P.E. 206 441-1855 OWNER CITY OF TUKWILA PETER LAU 206 431-2454 GENERAL 1. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION SERVICE (1-800-424-5555) PRIOR TO CONSTRUCTION. THE CITY OR THEIR REPRESENTATIVE SHALL BE IMMEDIATELY CONTACTED IF A UTILITY CONFLICT EXISTS. 2. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 3. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 4. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE -APPROVAL FROM THE ENGINEER, AND THE CITY OF TUKWILA. 5. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 6. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON-SITE. 7. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 8. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 9. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 10. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS-OF-WAY, EASEMENTS, AND ACCESS TRACTS. 11. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBLIC WORKS ASSOCIATION, WASHINGTON STATE CHAPTER, 2010 EDITION. TOGETHER WITH THE LATEST EDITION OF THE CITY OF TUKWILA ENGINEERING STANDARDS. 12. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN CITY RIGHT-OF-WAY. CONSTRUCTION 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE CONTRACTOR IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS, SPECIFICATIONS, AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. CONTRACTOR SHALL APPLY FOR A REVISION FOR ANY WORK NOT ACCORDING TO THE APPROVED PLANS. 2. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CITY OF TUKWILA ENGINEERING DEPARTMENT (206) 433-0179 MUST BE CONTACTED FOR A PRECONSTRUCTION MEETING. 3. WORK IN ROADWAYS A. ALL WORK IN ROADWAYS SHALL MEET TMC 11 AND THE FOLLOWING: B. PRIOR TO ANY ACTIVITY IN CITY RIGHT-OF-WAY, THE CONTRACTOR SHALL PROVIDE THE CITY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL. THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WORK AND SHALL MEET MUTCD REQUIREMENTS. C. ALL WORK REQUIRING LANE CLOSURES MUST BE PRE -APPROVED. FROM THE THIRD THURSDAY IN NOVEMBER TO THE FOLLOWING JANUARY 2ND, THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN THE TUKWILA URBAN CENTER. D. FIRE, PEDESTRIAN, AND VEHICULAR ACCESS TO BUILDINGS SHALL BE MAINTAINED AT ALL TIMES, EXCEPT WHEN CONTRACTOR HAS PERMISSION FROM THE BUILDING OWNER AND THE DIRECTOR TO CLOSE AN ACCESS. E. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS. USE OF WATER TRUCKS FOR CLEANING ROADWAYS REQUIRES PREAPPROVAL FROM THE DIRECTOR. F. INSTALL MOUNTED STEEL PLATE OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. GRADING AND EROSION CONTROL NOTES 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS, INSTALL CONSTRUCTION ENTRANCE, AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO ESC PLAN. 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WALL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL: A. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. B. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. C. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. 7. DURING THE LIFE OF THE PROJECT, THE CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION AND PROMPTLY REPAIR, RESTORE, OR REPLACE ALL GRADE SURFACES; WALLS, DRAINS, DAMS, STRUCTURES, VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS. 8. THE CONTRACTOR SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND SHALL WITH THE OWNER'S APPROVAL, REMOVE ALL SEDIMENT DEPOSITION RESULTING FROM PROJECT -RELATED WORK. 9. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE CONTRACTOR 15 REQUIRED TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS AND ASSOCIATED PERMITS 014 THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. 10. AS THE FIRST ORDER OF BUSINESS, THE CONTRACTOR SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES PER THE ESC AND SHALL INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY SITE DISTURBANCE OCCURS. BEFORE THE TEMPORARY MEASURES ARE REMOVED, INSTALL AND ESTABLISH THE UPSTREAM PERMANENT ESC MEASURES. BEVELED END SECTIONS THAT MATCH THE SIDE SLOPE. 11. THE CONTRACTOR SHALL AT ALL TIMES PROTECT SENSITIVE AREAS, THEIR BUFFERS, AND ADJACENT PRIVATE PROPERTIES AND PUBLIC RIGHTS-OF-WAY OR EASEMENTS FROM DAMAGE DURING GRADING OPERATIONS. THE CONTRACTOR SHALL RESTORE, TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF THE PERMIT, SENSITIVE AREAS, THEIR BUFFERS, AND PUBLIC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY THE CONTRACTORS OPERATIONS. 12. CONTRACTOR SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: A. NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN 48 HOURS FOLLOWING INSTALLATION OF ESC MEASURES. B. OBTAIN PERMISSION IN WRITING FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO MODIFYING THE ESC PLAN, C. MAINTAIN ALL ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER FACILITIES AS IDENTIFIED IN THE ESC PLAN. D. REPAIR ANY SITUATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACILITIES. E. INSPECT ACCORDING TO THE APPROVED ESC INSPECTION SCHEDULE AND MAKE NEEDED REPAIRS IMMEDIATELY. UTILITY NOTES 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4 -FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS-OF-WAY OR EASEMENTS AFTER ASPHALT PAVING. STORM DRAINAGE NOTES 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, AND THE CURRENT KING COUNTY SURFACE WATER DESIGN MANUAL, UNLESS OTHERWISE APPROVED. 2. MARK ALL STORM DRAIN INLETS WITH "DUMP NO WASTE", OR "DRAINS TO GROUNDWATER", AS APPLICABLE. 3. DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE SIDE SLOPE. PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- aawn JMM NKJ checked woi ere ao di KHN JMM IWN ok no PACE 1601 2nd Avenue Suite 1000 Seattle, WA 98101 p. 206 441.18551 1.206.448.7167 Civil 1 Structural 1 Planning 1 Survey An Engineering Sesvics Cap, paceengrs.com STORM LIFT STATION #15 IMPROVEMENTS CONSTRUCTION NOTES 0 era LU N } J ED 0-3 J z. 3 s U �Ly _ Cy, -3 . CALL 1WO BUSINESS DAYS BEFORE YOU DIG 1.800.4245555 tC 1.1 file no P11372 GNI no da reViSiOnS scale NONE 1../ 3 -03C. date MAY 2013 1 0 10 20 HORIZ. I Scale In Feet r-- p -e -p- p -o- .-P-p 40 15 FOOT UTILITY EASEMENT TO THE CITY OF TUKWILA REC# 6343876 INSTALL TEMPORARY, FABRIC COVERED, CHAIN LINK FENCE 'PER EASEMENT LANGUAGE PROPOSED! GENERATOR LOCATION 2(AWNING OVER CONTROLS \—. CATCH BASIN INSERT 15 FOOT UTILITY EASEMENT TO THE CITY OF TIJKWILA RECO 7312190674 10 FOOT ELECTRICAL EASEMENT ALONG FACILITIES WITHIN THE SOUTH 30 FEET OF THE PROPERTY REC# 8207140349 JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES. WIRE RINGS. OR EQUIVALENT TO ATTACH FABRIC TO POSTS. R/W R/W ]=!IHII''11=III-111-111�IHII=III-_�I -1TI� � I�II�III�I��II 6' MAX. J POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED I I I I I MINIMUM 4"x4" TRENCH L I BACKFILL TRENCH WITH \\_. NATIVE SOIL OR 3/4"-1.5" WASHED GRAVEL INGRESS/EGRESS TO - SITE MUST REMAIN OPEN TO TRAFFIC 2"x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED HIGH VISIBILITY FILTER FABRIC HIGH VISIBILITY SILT FENCE NOTE: FILTER FABRIC FENCES SHALL BE 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR. OR EQUIVALENT INSTALLED ALONG CONTOUR WHENEVER POSSIBLE HIGH VISIBILITY SILT FENCE CD NTS CATCH BASIN GRATE OVERFLOW 11I SOLID WALLS FILTER MEDIA —I II II FORE DEWATERING ! I POROUS BOTTOM CATCH BASIN INSERT NTS NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 C.F. OF STORAGE, THE MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW. AND CAN BE EASILY MAINTAINED. EXISTING UNDERGROUND STORM WATER PUMP STATION STANDARD ESC PLAN NOTES 2. 3. S.18OTH STREET R/W APPROVAL OF THIS EROSION SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION. MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REOUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.). 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCT. 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPT. 30). 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 8. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY EIGHT (48) HOURS FOLLOWING A STORM EVENT. 9. AT NO TIME SHALL MORE THAN 6" OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL FLUSH NOT SEDIMENT—LADEN 0 WATER INTO THE DOWNSTREAM SYSTEM. 10. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 11. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 12. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 13. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT.1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY. THE CITY CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FACILITIES. PUBLIC WORKS DEPT. -ENG I N EERI NG -STREETS -WATER -SEWER -PARKS -B U I LD I NG - by Wined , &awn { chocked JMM NKJ KHN PQM anO JMM pro, do etl bk no Pn Engineering Seryices Company 1601 2nd Avenue Suite 1000 Seattle, WA 98101 p. 206.441.18551 1.206.448.7167 ..................................................... Civil 1 Structural 1 Planning 1 Survey paceengrs.com INGRESS/EGRESS TO SITE MUST REMAIN OPEN TO TRAFFIC CONSTRUCTION SEQUENCE A DETAILED CONSTRUCTION SEQUENCE IS NEEDED TO ENSURE THAT EROSION AND SEDIMENT CONTROL MEASURES ARE APPLIED AT THE APPROPRIATE TIMES. A RECOMMENDED CONSTRUCTION SEQUENCE IS PROVIDED BELOW: 1. HOLD THE PRE—CONSTRUCTION MEETING. 2. INSTALL CATCH BASIN PROTECTION. 3. INSTALL AND MAINTAIN IN A SECURED FASHION TEMPORARY, FABRIC COVERED, CHAIN LINK FENCING AT THE PERIMETER OF THE EASEMENT AREA FOR THE DURATION OF THE IMPROVEMENTS. THE SITE FENCING SHALL REST UPON TEMPORARY BASES AND SHALL NOT BE EMBEDDED INTO THE PAVEMENT OR GROUND. 4. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS, 5. RELOCATE SURFACE WATER CONTROLS OR EROSION CONTROL MEASURES, OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 6. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH. COMPOST, PLASTIC SHEETING OR EQUIVALENT. 7. UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE BMPS IF APPROPRIATE. STORM LIFT STATION #15 IMPROVEMENTS EROSION CONTROL PLAN, NOTES AND DETAILS CAII TWO BUSINESS, DAYS BEFORE YOU DIG `1.800.424.5555 03- 036 4t p-4 L • r sale A8 NOTED date MAY 2013 of g 2" ASPHALT PATCH W/ 4" CSTC BASE WITHIN PARAMETER OF ENCLOSURE N 164337.69-4 II E 1287599.79 1 RESTRIPE (IF DAMAGED)--- TO AMAGED)-TO MATCH EXISTING SAWCUT TO PROVIDE STRAIGHT CONTINUES LINE WHERE MATCHING EXISTING PAVEMENT, TACK ANO SEAL EDGES (TYPICAL 3 SIDES) 0,.... 0 0 N 164321.70 E 1287599.10 1 1 1 1 1 1 ,fid® i SAWCUT AND REMOVE EXISTING CURB WITHIN BOUNDARY OF WALLS A1-REMOVE AND DISPOSE OF EXCESS SOILS BETWEEN EXISTING CURB AND PROPOSED SOUTH FOOTING II PERMANENT BALLARD (TYP OF 2) SEE SHEET C3.1 N 164335.82 E 1287643.09 0 0 0 2 0 0 0 .o PROVIDE 11 THUJA OCCIDENTAL'S -1Y EMERALD/EMERALD ARBORUITAE, SIZE 6'-8" HT, 4' 0.C. PLANTINGS SHALL BE PERFORMED 8Y A LICENSED LANDSCAPER. PROVIDE PLANTING MIX AS REQUIRED. 1 11 1 1 0 0 0 0 I\\ Tiz.) \8"WNINGN, —REMOVE AND DISPOSE \OEXISTING BOLLARD \--N 164319.83 E 1287642.40 BURIED ELECTRICAL POWER TO LIGHT POLE APPROXIMATE LOCATION SHOWN. EXACT DEPTH AND SIZE UNKNOWN. CONTRACTOR MAY ENCOUNTER DURING FOOTING EXCAVATION. RELOCATE AS REOUIRED. 0 2.5 5 HORIZ -TEMPORARY CONSTRUCTION FENCE PER NOTE 3 SHEET C2.0 (ENTIRE FENCE NOT SHOWN) 10 Scale In Feet CD en 1- W c }Z Z cz 1 W o 0 U fW ......p t-, !.L RECONNECT HOSE 81B REMOVE AND REPLACE CONCRETE SIDEWALK AT EX. EXPANSION JOINTS • • HOT BOX AND RPBA SEE \-EX. WATER METER REMOVE EX. BACKFLOW DEVICE AND -VAULT.--. CONNECT 1" COPPER TO METER OUTLET. EX, CURB AND GUTTER CORE DRILL THROUGH PUMP STATION WALL AND INSTALL NEW 1" COPPER. CONNECT TO EX. SYSTEM INSIDE PUMP STATION. r L rT . (ALL 1WO BUSINESS c DAYS BEFORE YOU DIG 't800i4245555- PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- by desgned JMM Oavm NKJ Necked KHN poi en4 pp dr JMM field la, no PACE An Engineering Services Company 1601 2nd Avenue Suite 1000 Seattle, WA 98101 p. 206.441.1855 I 7.206.448.7167 ...................................................... CMI I Structural !Planning I Survey paceenga.com STORM LIFT STATION #15 IMPROVEMENTS SITE PLAN C3.6 fieno P11872 Scale A8 !yams C i3 -076 date MAY 2013 8' A 24" WIDE x 84" HIGH DOOR BLOCK WALL WITH TOP CAP TURNING VANE 9' 1 I 1 1 1 —"LL 1 1 1 1 1 I 1 1 1 1 I 1 I 1 1 I 1, I 1 1 1 1 1 = - — cra 1 79 _ \ i 6' GENERATOR 8.5' X 25.25' 4 — 2"0 DRAIN—N. HOLES .` `—AWNING 1-1."----- -----5 GAL. FUEL FILL/SPILL BUCKET i M 1 1 I■ I I IN 1 1 — 11'-4" 76" WIDE x 84" HIGH DOOR (TYP) \\_ —2" X 4" DRAINAGE OPENING (TYP OF 7) GENERATOR - PLAN VIEW NOTES: 2 5/8" MIN. EMBED ® 3/8" 0 WEDGE ALL ANCHORS. 6' 18' 2"x6" LEDGER W/ 3/8" 0 SIMPSON WEDGE ALL ANCHORS ® 4' 0.C. SIMPSON LU26 2"x6" ® 16" 0.C. SHEET METAL ROOF WITH 1/2" EXTERIOR PLYWOOD STRUCTURAL AND #1 UNDER 30 LB FELT SIMPSON H2.5 CLIP 00 EA. 2"x6" AWNING DETAIL GUTTER 5/4"x6" FASCIA DFL N0.1 4"x10" SIMPSON LGUM410 EA. END OF 4"x10" BEAM. USE (2) 3/8"0 WEDGE—ALL ANCHORS CO EA. HANGER. USE BOTTOM ROW OF BOLT HOLES ON HANGER. METAL ROOF END CAP (TYP. OF 2) EXT.GRADE FASTENERS PROVIDE OPENING IN FOUNDATION FOR DOWNSPOUT DRAIN GUTTER DETAIL DETAIL A NTA 4" SOLID BLOCK MOUNTAIN BROWN • -7 CONCRETE FOOTING —2" X 4" DRAINAGE OPENING LEVEL WITH ASPHALT (TYP OF 5) lllll 1 1 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 I I I I 1 I f 1 I I 1 1 1 1 1 I 1 1 1 1 I 1 I 1 1 1 1 1 1 1 I I 1 1 1 I I I 1 I 1 I I I I I I 1 1 I 1 1 1 1 1 1 1 1 1 1111111111111 II I 1 \I 1 1 1 1- 1 1 I 1 1 1 1 1 1 1 I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 V II1 I 11 1 1 1 IIIIIII I I I 1 1 1 1 1 1 1 1 1 1111 1 1 II 1 1 1 1 I (III ! 1 J 1 I I I I INI I I 1 �. SPLIT FACE CMU ROSE BROWN ALL DOORS SHALL BE BETWEEN DOOR COATED SAME COLOR AS BOTTOM AND ASPHALT CMU TOP BLOCK MOUNTAIN BROWN WALL GENERATOR - PLAN VIEW PROVIDE 1" OPENING GUTTER DOWNSPOUT 18'-8" 0 #5 60 12" 0.C. EACH WAY `SEE DETAIL A ABOVE 140TEs 1. EXACT SIZE OF GENERATOR PAD SHALL BE DETERMINED IN THE FIELD. CONTRACTOR SHALL PROVIDE MINIMUM 6" OVERHANG EACH SIDE OF GENERATOR. 2. FASTEN GENERATOR TO CONCRETE PAD PER MANUFACTURERS RECOMMENDATION. 3. PROVIDE MINIMUM 12" COMPACTED CSTC UNDER PAD. CHAMBER ALL EDGES 1" (TYP) CHAMBER ALL EDGES 1" (TYP) CSTC ® 959° MOD. COMPACTION GENERATOR PAD DETAIL NTS BLOCK WALL WBH TOP CAP 5 GAL. FUEL ANCHOR BOLT TURNING VANE TO FILL/SPILL BUCKET CMU WALL PER MANUFACTURES RECOMMENDATIONS NRVANNING E I" 0 DRAIN HOLE III III -I (, El I 1IE1_I_hLI1_ FUEL TANK GENERATOR - SECTION A -A ,J PERMANENT BOLLARD REMOVABLE BOLLARD NOTES: 1. 7 M8ER SHALL BE DOUGLAS FIR. DENSE CONSTRUCTION GRADE AND SHALL BE PRESSURE TREATED. 2. STEEL TUBE SHALL CONFORM TO ASTM A53 0R ASTM AS3 CRAZE A. 3. NUTS, BOLTS. & WASHERS SHALL CONFORM TO ASTM A307. 4. ALL STEEL PARTS SHALL BE GALVANIZED. 5. CONCRETE SHALL BE 3000 psi. 6. REMOVABLE BOLLARDS ARE REQUIRED FOR RESTRICTED ACCESS ROADWAYS SUCH AS MAINTENANCE EASEMENTS. 7. ACCEPTABLE ALTERNATES: WSDOT TYPE 1 (REM) 8 TYPE 2 (FIXED). STD PLANS H-60.10-00 & 81L0.20-00. em SO ecus City of Tukwila BOLLARD RS -04 REVISION 08.03 1 LEST 04.00 Aweoec- BOB GIBERSON. CITY ENGINEER L rT . L CALL Iwo BUSINESS cm) DAYS BEFORE YOU DIG 1.800.424.5555) PUBLIC WORKS DEPT. -ENGI NEERING-STREETS-WATER-SEWER-PARKS-BUILDI NG - by tl¢igned JMM dawn checked pm) eng Pe)do field bk no NKJ KHN JMM An Engireoing Services Company 1601 2nd Avenue Suite 1000 Seattle, WA 98101 p. 206 441.18551 f. 206.448.7167 Civil 1 Structural 1 Planning 1 Survey paceengrs Com STORM LIFT STATION #15 IMPROVEMENTS SITE PLAN DETAILS dale 7C3.1'' r fieno Pt1372BLD, scale AS NOT revisions date MAY 2013 400 L/3 -o34 GENERAL THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY. USE DETAIL MARKED "TYPICAL" WHEREVER APPLICABLE. CHANGES, OMISSIONS OR SUBSTITUTIONS ARE NOT PERMITTED WITHOUT WRITTEN APPROVAL OF THE ENGINEER. REFER TO THE SPECIFICATIONS FOR FURTHER REQUIREMENTS. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE (IBC). THE DESIGN, ADEOUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE ENGINEER OF RECORD. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE COMPLETION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE ABOVE MENTIONED COMPONENTS. THE GENERAL NOTES APPLY TO ALL STRUCTURES UNLESS NOTED OTHERWISE (U.N.O.). LOCATION AND SIZE OF ANCHOR BOLTS FOR SPECIFIC EQUIPMENT SHALL BE SPECIFIED BY THE VENDOR. CONTRACTOR SHALL COORDINATE LOCATIONS OF STRUCTURAL OPENINGS, PENETRATIONS AND EMBEDDED ITEMS WITH THE MECHANICAL, ARCHITECTURAL. ELECTRICAL, PLUMBING AND VENTILATION SECTIONS OF THE DRAWINGS AND WITH SUPPLIERS AND SUBCONTRACTORS AS MAY BE REQUIRED. SHOP DRAWINGS SHOP DRAWINGS, WHERE REOUIRED, SHALL BE CHECKED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTING FOR ENGINEER REVIEW. GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF DIMENSIONS AND DETAILS FOR EACH SUBCONTRACTOR. DESIGN LOADS SNOW LOAD 25 PSF BASIC WIND SPEED 80 MPH, EXPOSURE C, 1=1.0 SEISMIC LOADING ZONE 3, I = 1.0 FOUNDATION DESIGN ALLOWABLE SOIL BEARING PRESSURE = 2,000 PSF. U.N.O., EXTEND ALL FOOTINGS 2'-0" MINIMUM BELOW FINISHED GRADE. OVER EXCAVATE SITE AS NOTED. BOTTOM OF ALL FOOTINGS TO BEAR ON FOUNDATION GRAVEL OVER COMPACTED STRUCTURAL FILL. NO FOOTING SHALL BEAR HIGHER THAN 1 VERTICAL TO 1.5 HORIZONTAL SLOPE ABOVE ANY EXCAVATION, EXISTING OR PLANNED. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING TO PREVENT MOVEMENT OF WALLS IF BACKFILL IS PLACED BEFORE FLOOR SYSTEM IS IN PLACE. THERE SHALL BE 957 COMPACTION (ASTM 01557 MODIFIED PROCTOR DENSITY) OF ALL BACKFILL SOIL UNDER SLABS ON GRADE. CAST -IN-PLACE CONCRETE ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI (COMMERCIAL) AT 28 DAYS. MAXIMUM SLUMP: 3" FOR SLABS AND FOOTINGS; 4" FOR WALLS, COLUMNS AND BEAMS. CONSTRUCTION TO BE IN ACCORDANCE WITH ACI 318-95, "PART 2 - STANDARDS FOR TESTS AND MATERIALS" AND "PART 3 - CONSTRUCTION REQUIREMENTS". BLOCK MASONRY CONCRETE MASONRY UNITS: ASTM C90-70, GRADE N-1, RUNNING BOND. MORTAR: ASTM C270, TYPE 5, MIN. COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. GROUT: ASTM C476 WITH A MIN. COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. FILL ALL CELLS VWTH GROUT IN LIFTS NOT EXCEEDING 4'-0" IN HEIGHT. ALL REINFORCEMENT SHALL BE IN PLACE PRIOR TO GROUTING WITH VERTICAL BARS HELD AT TOP, BOTTOM AND 96" MAXIMUM ON CENTER. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR MASONRY WALLS, AS REQUIRED, UNTIL CONNECTIONS TO FLOOR AND/OR ROOF DIAPHRAGMS ARE COMPLETED. PRODUCTS 1. HOLLOW MASONRY UNITS: CONCRETE MASONRY UNIT WALLS SHALL BE SIZE 8X8X16 CONSTRUCTED OF GRADE 'N" UNITS CONFORMING TO ASTM C90-75, AND SHALL BE LAID UP IN TYPE "S" MORTAR (F' C=1, 800 PSI), AND SHALL BE REINFORCED AND ANCHORED AS SHOWN ON THE DRAWINGS. DENSITY OF HOLLOW MASONRY UNITS SHALL BE 125 LBS CU. FT.. OR LESS. MASONRY UNITS AND MORTAR MATERIAL SHALL BE UNIFORM IN TEXTURE AND COLOR, AND SUPPLIED BY A SINGLE MANUFACTURER. MASONRY UNIT COLOR SHALL BE CASTLE WHITE AS MANUFACTURED BY MUTUAL MATERIALS OR APPROVED EQUAL. MASONRY MATERIAL SHALL BE DELIVERED IN UNDAMAGED CONDITION. 2. MASONRY CLEANERS: PRIOR TO TREATMENT WITH A WATER SEALER, THE EXTERIOR SURFACES OF THE CMU BLOCK SHALL BE CLEANED WITH FABRIKLEEN MASONRY CLEANER TYPE VOR L, AS MANUFACTURED BY FABRIKEM CHEMICALS INTERNATIONAL OR APPROVED EQUAL. CLEANER SHALL BE APPLIED PER MUTUAL MATERIALS CO. CONCRETE BLOCK CLEANING RECOMMENDATIONS. GENERAL STRUCTURAL NOTES 3. BLOCK DAMP -PROOFING: ALL ABOVE -GRADE EXTERIOR BLOCK SHALL BE DAMP -PROOFED WITH FABRISHIELD 653 SILOZANE/QUARTS WATER REPELLENT AS MANUFACTURED BY FABRIKEM CHEMICALS INTERNATIONAL OR APPROVED EQUAL. APPLY IN ACCORDANCE WITH MUTUAL MATERIALS CO. CONCRETE BLOCK DAMP-PROOFING/TRANSPARENT RECOMMENDATION. EXECUTION 1. GENERAL: LAY UNITS IN REGULAR BOND, BREAKING VERTICAL JOINTS TO TRUE, EVENLY SPACED LINES. UNITS WITH OPEN CELLS EXPOSED IN WALLS NOT PERMITTED. MAKE JOINTS UNIFORM. APPROXIMATELY 3/8 INCH WIDE. LAY WORK TO TRUE LINES, PLUMB AND LEVEL, EXCEPT WHERE INDICATED OTHERWISE. BOND EACH COURSE AT INTERSECTIONS AND CORNERS. ON EXPOSED WORK, TOOL JOINTS SLIGHTLY CONCAVE. BOTTOM COURSE OF BLOCK AND THOSE WALLS NOTED SHALL HAVE FLUSH JOINTS WHERE RUBBER BASE IS SPECIFIED. LEAVE OPENINGS FOR EQUIPMENT TO BE INSTALLED BEFORE COMPLETION OF MASONRY WORK. AFTER INSTALLATION OF EQUIPMENT, COMPLETE MASONRY WORK TO MATCH WORK IMMEDIATELY ADJACENT TO OPENINGS. 2. LAYING OF CONCRETE MASONRY UNITS: WIDTH OF HORIZONTAL JOINTS AS REQUIRED TO PROVIDE 8 -INCH COURSING. VERTICAL JOINTS 3/8 INCH WIDE TO FORM TRUE, EVENLY SPACED LINES. TOOL EXPOSED JOINTS SLIGHTLY CONCAVE AFTER INITIAL SET. STRIKE CONCEALED JOINTS FLUSH. RAKE OUT AND POINT UP ALL CRACKS. MORTAR PRODUCTS 1. CEMENT: STANDARD BRAND OF PORTLAND CEMENT, ASTM SPEC. C150, TYPES 1 OR III. KEEP FREE FROM DAMPNESS UNTIL USED. 2. WATERPROOFING ADMIXTURES: HORN 'NYDRATITE PLUS", MASTER BUILDERS 'OMICRON", OR ACCEPTED EOUAL. 3. RETARDANT: PLASTICIZING AGENT 'SONOTARD", 'PLASTIMENT" OR ACCEPTED EQUAL. 4. GROUT FILL: CONFORM TO ASTM C476 FOR FINE AGGREGATE GROUT. MINIMUM COMPRESSIVE STRENGTH AT 7 DAYS 1600 PSI; AT 28 DAYS 2000 PSI. GROUT CONSISTENCY - MAINTAIN DESIGN SLUMP AS DIRECTED BY SPECIAL INSPECTION. DO NOT ADD WATER UNLESS GIVEN SPECIFIC DIRECTION BY SPECIAL INSPECTOR AT THE JOBSITE. EXECUTION 1. SETTING MASONRY - EXTERIOR WALLS. INTERIOR WALLS, BELOW -GRADE CONSTRUCTION. AND ISOLATED PIERS, TYPE S MORTAR. MORTAR TYPE S PORTLAND CEMENT: 1 HYDRATED LIME OR LIME PUTTY: 1/4 TO 1/2 AGGREGATE, DAMP. LOOSE: 2-1/4 TO 3 TIMES SUM OF CEMENT AND LIME VOLUMES 2. ADDITIVES: ADD WATERPROOFING ADMIXTURE. IN PROPORTIONS RECOMMENDED BY MANUFACTURER. TO MORTAR WHERE EXPOSED TO WEATHER OR IN CONTACT WITH EARTH. WATERPROOF CEMENT, OF TYPE SPECIFIED, MAY BE USED AND WATERPROOFER OMITTED, AT OPTION OF THE CONTRACTOR. 3. CLEAN-UP: REMOVE ALL EXCESS MORTAR TO PROVIDE CLEAN FINISH ACCEPTABLE BY OWNER. ACCELERATOR OR RETARDENTS MAY BE USED WHEN APPROVED BY ENGINEER. REINFORCING STEEL WELDED WIRE FABRIC (W.W.F.): ASTM A82 AND A185 DEFORMED BARS: ASTM A615, GRADE 40 FOR #3; GRADE 60 FOR #4 & LARGER. SECURELY TIE IN PLACE WITH DOUBLE ANNEALED 16 GAUGE IRON WIRE OR APPROVED CLIPS. UNLESS OTHERWISE NOTED ON THESE DRAWINGS, PROVIDE CLEAR EMBEDMENT AT REINFORCING BARS AS FOLLOWS: CONCRETE CAST AGAINST SOIL = 3". FORMED CONCRETE AGAINST SOIL = 2". WALLS, COLUMNS AND BEAMS EXPOSED TO WEATHER = 2". WALLS, COLUMNS AND BEAMS NOT EXPOSED TO WEATHER = 1 1/2" SLAB ON GRADE = 2". UNLESS OTHERWISE NOTED ON THESE DRAWINGS, PROVIDE MINIMUM LAP OF REINFORCING BARS AS FOLLOWS: #4 BARS = 2'-0". #6 BARS = 3'-0" #5 BARS = 2'-6". #7 BARS = 3'-6" PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- 04.4404 mdi one Vol di JMM NKJ KHN JMM field bk no STRUCTURAL AND MSC. STEEL SHAPES, PLATES AND BARS: ASTM A36, FY = 36 KSI. EXPANSION BOLTS (E.B.): "HILTI KWIK BOLT" OR APPROVED EQUAL. FLUSH EXPANSION ANCHORS: "HILTI DROP IN ANCHOR" OR APPROVED EQUAL. ERECTION AND FABRICATION IN ACCORDANCE WITH AISC "SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". GRATING SHALL BE SERRATED 6063 STANDARD PER ASTM 8-221 ALUMINUM ALLOY. GRATING BAR SIZES AND SPACING, OVERALL DIMENSIONS, CUTOUTS FOR OBSTRUCTIONS AND DIRECTIONS OF BEARING BARS SHALL BE AS INDICATED ON THE PLANS. GRATING SHALL SAFELY SUSTAIN: UNIFORMLY DISTRIBUTED LOAD: 100 PSF MAXIMUM DEFLECTION: 1/2 INCH DOORS. FRAMES AND HARDWARE PRODI ICTS 1. MANUFACTURER: THE DOORS SHALL BE THE SIZE SHOWN ON THE DRAWINGS. THE DOORS SHALL BE REPUBLIC SERIES DL WITH ALUMINUM THRESHOLD OR APPROVED EQUAL. THE THRESHOLD SHALL BE 5 -INCHES IN WIDTH BY LENGTH OF DOOR. BOTTOM OF ALL DOORS SHALL BE PROVIDED WITH DOOR SHOES AS MANUFACTURED BY PEMKO. THE DOOR MANUFACTURER SUPPLYING THE DOORS SHALL SUPPLY THE APPROPRIATE 14 GAUGE GALVANIZED DOOR JAM TO ACCOMMODATE THE DOORS. THE HINGES SHALL BE MINIMUM 5 -INCH, HEAVY DUTY TYPE. THE DOORS SHALL HAVE AN EXTERIOR PEMKO APPLIED SURFACE. THE CONTRACTOR SHALL FURNISH AND INSTALL HEAVY DUTY DEADBOLT LOCK AND HEAVY DUTY MORTISE. THE MORTISE AND DEADBOLT SHALL BE FURNISHED BY THE SAME SUPPLIER THAT FURNISHES THE DOORS. RECESSED FLUSH BOLTS SHALL BE PROVIDED FOR THE INACTIVE DOOR. THRESHOLDS, DOOR STOPS AND PROJECTION -TYPE DOOR HOLDERS SHALL BE PROVIDED FOR EACH DOOR. 2. COATING: ALL DOORS SHALL BE CAULKED AND SEALED BOTH INSIDE AND OUTSIDE WITH A TOP QUALITY SEALANT. THE SEALANT SHALL BE MILDEW RESISTANT; NONHARDENING, NONSAGGING ANO SHALL ACCEPT PAINT. COLOR SHALL BE COMPLIMENTARY TO THE FINISHED DOOR COLOR. THE FINISHED EPDXY DOOR COLOR SHALL BE SIMILAR TO THE APPROVED METAL ROOF OF THE BUILDING. DOOR HARDWARE: SUPPLIED BY DOOR MANUFACTURER, UL -LISTED FOR FIRE -RATED OPENINGS, AND A5 FOLLOWS: DOUBLE DOORS (EACH DOOR): QTY 1 3 PR 2 DESCRIPTION LOCKSET CYLINDER HINGES CLOSER KICK PLATE ITEM 8205 LNJ LESS CYLINDER 1E74 X C208 CAM EBB 1199 5 X 5 NRP 1601 X HOLD OPEN ARM 10" X 34" FINISH US26D US26D US32D ALUM US32D BRAND SARGENT BEST LOCK HAGGER NORTAN TICE 3. LOCK CYLINDER AND KEYING: PROVIDE KEYS OF NICKEL SILVER ONLY. LOCK CYLINDERS SHALL WORK OFF ONE (1) MASTER KEY. KEY QUANTITIES - PROVIDE 10 MASTER KEYS. ALL CYLINDERS SHALL BE MADE IN SUCH A WAY TO MATCH EXISTING CITY KEYS. EXECUTION 1. INSTALLATION: INSTALL DOOR OPENING ASSEMBLIES IN ACCORDANCE WITH SHOP DRAWINGS AND MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS, USING INSTALLATION METHODS AND MATERIALS SPECIFIED IN INSTALLATION INSTRUCTIONS. INSTALL DOOR HARDWARE IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS, USING THROUGH -BOLTS TO SECURE SURFACE APPLIED HARDWARE. SITE TOLERANCES: MAINTAIN PLUMB AND LEVEL TOLERANCES SPECIFIED IN MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. COATING SYSTEMS GENERA' 1. QUALITY ASSURANCE: MATERIALS, SUPPUES, AND ARTICLES PROVIDED SHALL BE THE STANDARD PRODUCTS OF MANUFACTURERS. PAINTS IN A PARTICULAR COATING SYSTEM SHALL BE THE PRODUCTS OF A SINGLE MANUFACTURER. PRODUCTS 1. COATING SYSTEM SPECIFICATIONS: ALL PRIMER AND FINISH COATINGS SHALL BE AS MANUFACTURED BY TNEMEC COMPANY INC., SHERWIN WILLIAMS, OR EQUAL. STEEL DOORS: THE EXTERIOR STEEL DOORS SHALL HAVE A PRIME COAT APPLIED AT THE FACTORY. THE CONTRACTOR SHALL APPLY ONE (1) COAT OF TNEMEC SERIES 69 COATING, OR SHERWIN WILLIAMS MACROPDXY 646 FC. COLOR TO MATCH THE METAL ROOF. DOORS TO BE PAINTED UTILIZING SPRAY EQUIPMENT TO ACHIEVE A UNIFORM, SMOOTH SURFACE. NOTE: WHEN EXTERIOR DOORS AND TRIM ARE SUBJECTED TO UV EXPOSURE THEY WILL FADE AND CHALK. IT IS RECOMMENDED TO TOP COAT THE EPDXY WITH A URETHANE SUCH AS SHERWIN WILLIAMS ACROLON 218 HS. PACE 1601 2nd Avenue Suite 1000 Seattle, WA 98101 p. 206.441.18551 7.206.448.7167 ..................................................... Civil 1 Structural j Planning !Survey An Engineer, Servid¢ Cmpar4 paceengrs.com EXECUTION RL,;EIVED r� c92013 COMM)N11 Y Dt:VL-L013Ml N 1. PREPARATION: SURFACES TO BE COATED SHALL BE CLEAN. BEFORE APPLYING COATING OR SURFACE TREATMENTS, OIL, GREASE, DIRT, RUST, LOOSE MILL SCALE, OLD WEATHERED COATINGS, AND OTHER FOREIGN SUBSTANCES SHALL BE REMOVED EXCEPT AS SPECIFIED. OIL AND GREASE SHALL BE REMOVED BEFORE MECHANICAL CLEANING IS STARTED. WHERE MECHANICAL CLEANING IS ACCOMPLISHED BY BLAST CLEANING, THE ABRASIVE USED SHALL BE WASHED, GRADED AND FREE OF CONTAMINANTS WHICH MIGHT INTERFERE WITH THE ADHESION OF THE COATING. SHEET METAL ROOFING AND TRIM QENERAI 1. SOURCE OF WORK: AUTHORIZED ROOFING CONTRACTOR TO FURNISH ALL LABOR, MATERIALS AND EQUIPMENT FOR COMPLETE INSTALLATION OF ROOF INSULATION AND METAL ROOFING INCLUDING ALL FLASHINGS. COPINGS. GUTTERS. CLOSURES, ETC., AT ALL ROOF PERIMETER INCLUDING ROOF PENETRATIONS, SHOWN ON DRAWINGS, HEREIN SPECIFIED, OR AS REQUIRED TO COMPLETE THE ROOF SYSTEM. 2. SHOP & ERECTION DRAWINGS: FURNISH DETAILED DRAWINGS SHOWING THE MARK. TYPE AND LOCATION OF ALL DECK SHEETS. SHOW METHOD OF ATTACHMENT TO SUPPORTING MEMBERS. SHOW DETAILS OF ALL ACCESSORIES AND NECESSARY DETAILS FOR PROPER INSTALLATION OF ACCESSORIES. PRODUCTS 1. ROOFING: THE STEEL METAL ROOFING AND FASCIA TRIM SHALL BE 24 -GAUGE, A ONE PIECE PANEL CONSTRUCTION INCLUDING INTEGRAL SEAMS THAT POSITIVELY SNAP OVER CONCEALED CLIPS. THE METAL ROOF SHALL BE INSTALLED OVER 1/2" STRUCTURAL #1 PLYWOOD SHEATHING WITH MINIMUM 30 LB. FELT PAPER. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY FLASHING, CAULK, SEALANT AND FASTENERS REQUIRED TO MAKE THE ROOF WEATHER -TIGHT. ALL VALLEYS. VENTS AND RAKE TRIM SHALL BE PROPERLY CAULKED, SEALED, AND SECURED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. CONTINUOUS EAVE GUTTER SHALL BE INSTALLED ON THE DOWNSIDE WITH A DOWNSPOUT LOCATED AT NW CORNER OF THE AWNING OR AS SHOWN ON THE DRAWINGS. THE GUTTER SHALL BE INSTALLED IN CONJUNCTION WITH THE ROOF SYSTEM. GUTTER STRAPS SHALL BE INSTALLED AT 36 INCH CENTERS. GUTTER STRAPS SHALL BE SCREWED INTO THE FASCIA BOARD. CAULKING MUST BE APPLIED ALONG AND BETWEEN THE FLASHING AT THE CLEAT AFTER INSTALLING THE GUTTER. THE METAL ROOFING SYSTEM SHALL BE NU -RAY METALS SERIES 5000 1-800-700-7228 STANDING SEAM OR APPROVED EQUAL. EAVE GUTTERS SHALL HAVE A TOP GUARD TO KEEP OUT DEBRIS, BUT ALLOW FOR THE CAPTURE OF RAIN WATER. 2. PROTECTION OF SURFACES: THE PAINT FINISH SHALL BE KYNAR 500 ULTRA COOL. WHICH CONSISTS OF A BAKED -ON 0.2 MIL CORROSION RESISTANT PRIMER AND A BAKED -ON 0.8 MIL FINISHED COAT TOTALING 1.0 MIL DRY THICKNESS. THE INTERIOR FINISH SHALL CONSIST OF A 0.15 MIL CORROSION RESISTANT PRIMER WITH 0.35 MIL OFF-WHITE BACKER. COLOR SHALL BE BLUE PER CITY OF SHORELINE STANDARDS. GUTTERS AND DOWNSPOUTS SHALL BE FACTORY COATED SIMILAR TO THE ROOFING AND OF THE SAME COLOR AND GAUGE THICKNESS. 3. WOOD: ALL WOOD SHALL BE PRESSURE TREATED DOUGLAS FIR. ALL EXPOSED CUTS SHALL BE TREATED WITH A WATER-BASED COPPER NAPHTHENATE. APPLY LIBERALLY WITH A BRUSH TO THE EXPOSED CUT APPLY A SECOND COAT AND ENSURE THAT THE NAPHTHENATE SOAKS INTO THE WOOD. EXECUTION 1. INSTALLATION: ASSEMBLY OF ROOFING SHALL BE WITH CONCEALED ANCHOR CLIPS OF DESIGN, MATERIAL, AND FABRICATION FURNISHED BY MANUFACTURER. ROOFING ANCHOR CLIPSA SH LL BE SECURED TO ROOFING DECK AT EACH PANEL JOINT (18" 0.C.) AT LONGITUDINAL SPACING OR CLOSER AS REQUIRED FOR UPUFT PER UBC. NO PERFORATION SHALL BE MADE IN ROOFING BY FASTENERS EXCEPT AS SHOWN FOR LAP JOINTS, FLASHING, CLOSURE, OR TRIM. PROVIDE PANEL DAMN AND NEOPRENE CLOSURE AT ALL RIDGE, HIP, AND HEADWALL CONDITIONS. SEALANT SHALL BE APPLIED BETWEEN THE INTERLOCKING SEAM OF ALL PANELS, IF REQUIRED BY MANUFACTURERS PANEL DESIGN AND/OR LOW SLOPE CONDITIONS. STORM LIFT STATION #15 IMPROVEMENTS STRUCTURAL NOTES CALL TWO BUSINESS DAYS BEFORE YOU DIG 1.800.424.5555 L no • C4.OI de no P11372 BLDET1 revision scale AS NOTED date MAY 2013 2 EA #4 BARS ® 48" O.C. AND ® CONRNERS AND ADJACENT TO OPENINGS `—#4 ® 8" HORIZ EA FACE 4 @ 12- 0.C. • • • #4®12 (5) #4 BARS icy L OFOOTING DETAIL WASHER AND NUT (STAINLESS) GROUT FILL ALL CAVITIES ALL WALLS LINTEL STIRRUPS REINFORCEMENT #3 ® EACH CAVITY (2) #5 IN 3 CAVITIES EACH END OF LINTEL AND IN BOTH AT CENTER PIER ALL OTHERS (2) #4 IP 48" O.C. 111 III II 1 11 4" MIN. PENETRATION. USE RESIN BONDED ANCHOR, SEE WSDOT SPEC. SECTION 6-02.3(18) & 9-20.3(2) ,77,77.-3/8" /" 1-3A8" x "L" S.S.5FLAT BAR S.S. NUT (TYPICAL) EX. 12" DI SEWER ANVIL FIGURE 140 / 5/8" S.S. ALL THREADED ROD, LENGTH AS REQ'D. EiI PIPE SUPPORT N.T.S. ANVIL FIGURE 177 ROLL SUPPORT NOTES: THE CONTRACTOR SHALL COORDINATE/WORK WITH THE CITY WHILE THE CITY DRAINS THE EXISTING PUMP STATION WET WELL. THE INSTALLATION OF THE PIPE SUPPORTS WILL BE ALLOWED AFTER THE WET WELL IS DRAINED. CORNER BAR J 25" \ 1 H 1 r 1 1 1 1 I I 1 1 . \ ,-- #5 VERTIC 3 CAVITIES - T END 0 LINTEL BOND BEAM (2) #4 1 d a r, a A L- M (9 HEADER DETAL EX. PUMP STATION 7' ± WET WELL PROVIDE PIPE SUPPORT FOR EXISTING 12" DI SEWER (TYPICAL 3 SUPPORTS) SEE DETAIL EX. PUMP STATION SECTION N.T 5. #3 STIRRUPS AT LINTEL (EVERY CAVITY) VENEER (2)—#5 ENCLOSURE"HOT BOX" OR EQUAL REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBA) 3" MIN. 3/8" x 4" ANCHOR BOLTS PER MANUFACTURER CONCRETE SLAB (2000 PSI MIN.) FINISHED GRADE 6" MIN. FREE DRAINING GRAVEL —120 VOLT ELECTRICAL OUTLET FOR HEAT TAPE. INSTALL HEAT TAPE FOR FREEZE PROTECTION.— CENTER BACKFLOW PREVENTER IN ENCLOSURE H H— 3" MIN. 3" MIN. UNION SUPPORTS N Z FINISHED GRADE CONNECT TO WATER METER IMMEDIATELY ADJACENT TO RPBA -\ FLOW b117 1" TYPE K COPPER OR APPROVED EQUAL SIDE VIEW DRAIN SEE NOTE 5 6x6— W2.9xW2.9 WWF (WELDED WIRE FABRIC) \C_) d TO P.S. TO ELECTRICAL PANEL. DIRECT BURIAL OR IN RIGID CONDUIT PER ELECTRICAL PERMIT REQUIREMENTS. FRONT VIEW METER SIDE NOTES: 1. PROVIDE CITY APPROVED SUPPORT FOR DEVICES LARGER THAN 1" DIAMETER. 2. CONTRACTOR SHALL FURNISH AND INSTALL THE RPBA, HOT BOX, AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. CITY WILL PROVIDE INSPECTION. INITIAL TEST OF THE RPBA PRIOR TO ESTABLISHMENT OF WATER SERVICE WILL BE DONE BY A STATE CERTIFIED BAT TESTER. 4. REDUCED PRESSURE BACKFLOW ASSEMBLIES SHALL BE STATE APPROVED DEVICES. 5. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL FIGURE 6-8. 6. ENCLOSURES SHALL BE LOCATED IN FIELD AS DIRECTED BY CITY. O HOT BOX AND RPBA N.T.S. 24" MIN. (1)—#4 CORNER BAR AT EACH BOND BEAM (2) #5 VERT. REINF. BAR AT CORNER CELL (2)—#5 2)—#4 ® 48" 0.C. BOND BEAM REINF. OTYPICAL CORNER DETAIL RECEIVED 0 Iwo BUSINESS[CALL AYS BEFORE YOU DIG 1.800.4245555 L PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- by ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- ey designed neem checked aoi eng JMM NKJ KHN JMM PACE M Engineering Services Cody 1601 2nd Avenue Suite 1000 Seattle, WA 96101 p. 206441.1855 1 1.206.448.7167 Civil Structural 1 Planning 1 Survey paceengrs.com STORM LIFT STATION #15 IMPROVEMENTS STRUCTURAL NOTES AND DETAILS C4.1 r file no P11372 BLDET1 date re ions L/3 -o36 scale AS NOTED date MAY 2013 40111, MOTORS AND POWER EQUIPMENT RACEWAY SYMBOLS FIRE DETECTION AND ALARM ABBREVIATIONS O GROUND ROD IN GROUND ROD BOX ❑ TRANSFORMER 50A MOTOR STARTER W/DISCONNECT DISCONNECT SWITCH, NON FUSED (60A) INDICATES AMPERAGE RATING DISCONNECT SWITCH, FUSED 100=SWITCH RATING, 60=FUSE RATING UTILITY METERING MOTOR PANELBOARD, SWITCHBOARD, MCC FUSE WITH AMPERE RATING PACKAGED POWER AND CONTROL PANEL UTILITY METERING 0 / 1 15/1 GROUND DISCONNECT OR SWITCH TRANSFORMER THERMAL MAGNETIC CIRCUIT BREAKER, RATING/NO, MO = MAGNETIC ONLY THERMAL OVERLOAD RELAY ▪ ATS - AUTOMATIC TRANSFER SWITCH • MTS - MANUAL TRANSFER SWITCH VFD MS II POWER CAPACITOR WITH KVAR RATING XKVAR VFD = VARIABLE FREQUENCY DRIVE VSD = VARIABLE SPEED DRIVE SSS = SOLID STATE STARTER MDTDR - NUMBER '15' INDICATES HORSEPOWER MS OR M = MOTOR STARTER CONTACTOR C = CONTACTOR, BP = BYPASS CONTACTOR IC = ISOLATION CONTACTOR r 3 CURRENT TRANSFORMER NUMBER '3' INDICATES NUMBER OF C.T.S. PULL OUT SWITCH/PLUG-RECEPTACLE CONNECTION POLES CONDUIT RUN 3/4'C, UNLESS OTHER WASE SHOWN 4-#12 FOR POWER CIRCUITS TO PANEL "A" CKT "4" A-4 TAGGED CONDUIT RUN - SEE CONDUIT & WIRE SCHEDULE FOR DETAILS. P=POWER, C=CONTROL, S=SIGNAL C UNTAGGED CONDUIT RUN - CONTRACTOR TO / PROVIDE RACEWAY FOR CONTROL OR SIGNAL // WIRING AS REQUIRED BY THE EQUIPMENT IN ACCORDANCE TO THE WIRING DIAGRAMS, OR AS SPECIFIED . CONDUIT SIZE PER NEC) MINIMUM 3/4' 'C' _ (120V) *14 CONTROL WIRE, 412 POWER WIRE 'S' = TSP SIGNAL WIRE 'D' = DEVICENET CABLE CONNECTION 'E' = ETHERNET CABLE CONNECTION (CAT -5) 'F' = FIRE ALARM PANEL CONNECTION PROVIDE 11 OF WIRES AS REQUIRED. O CONDUIT TURNED UP OR TOWARD. PBC HNP ❑ ❑ RACEWAY TURNED DOWN CONDUIT CONCEALED CONDUIT EXPOSED. CONDUIT JUNCTION BOX PB = PULL BOX, HH = HANDHOLE C=CONTROL, S=SIGNAL, P=POWER CONDUIT CAPPED. CORD OR FLEX CONDUIT SMOKE DETECTOR RATE OF RISE DETECTOR (HEAT) LEL GAS DETECTOR FIRE ALARM HORN AND STROBE FIRE PULL SATATION MISCELLANOUS SYMBOLS ❑H HAND CONTROL STATION WITH. HOA SWITCH SPEED POT OF VS0 DRIVEN) RUN LICHT (IF SUBMERSED) WIRE DIAGRAMS, ONELINES, MISC. LIGHT DASHED LINE = EXISTING OR FUTURE NEW WORK/EQUIPMENT CONDUCTORS NOT CONNECTED. CONDUCTORS CONNECTED, LIGHTING & RECEPTACLE SYMBOLS CONTROL AND INSTRUMENTATION N.O. N.O. NORMALLY NORMALLY OPEN CLOSED SW 1 0 NO II FS LS PS TS ZS SW SWITCH T^ PUSH BUTTON NC 11. FS T oLS LSo O PS TS oTo CONTACT FLOW SWITCH LEVEL SWITCH PRESSURE SWITCH TEMPERATURE SWITCH oZS LIMIT SWITCH FT INSTRUMENT - FS = FLOW SWITCH, FT = FLOW XMTR, PS= PRESSURE SWITCH, PT = PRESSURE XMTR, ZS = LIMIT SWITCH, VS = VIBRATION SWITCH, VT = VIBRATION XMTR, MS = MOISTURE SWITCH - FE = FLOW ELEMENT, LE = LEVEL ELEMENT, TE = TEMP ELEMENT. ® INSTRUMENT - LS = LEVEL SWITCH, TS = TEMPERATURE SWITCH, Apr FIELD INSTRUMENT \Oi R SV HOA = HAND/OFF/AUTO SWITCH HDR = HAND/OFF/REMOTE SNITCH OCA = OPEN/CLOSE/AUTO SWITCH RO = RUN/OFF INDICATING LIGHT R=RED, G=GREEN, A=AMBER, B=BLUE, W=WHITE CONTROL RELAY / CONTACTOR TIME DELAY RELAY TWISTED SHIELDED PAIR (TSP) SOLENOID VALVE RTM = RUN TIME METER, AMP = AMP METER, CNT = COUNTER HMI = OPERATOR CONTROL INTERFACE (VFD OPERATOR & DISPLAY) SPEED POT BATTERY. HORN BLOWN FUSE INDICATOR 00 0RINDICATING LIGHT: A = AMBER G = GREEN B = BLUE R = RED W or/HITE 11131 O F] 2n O FT 2n ZD FLUORESCENT LIGHTING FIXTURE - SURFACE OR PENDANT MOUNTED 'F1INDICATES TYPE PER FIXTURE SCHEDULE '2' INDICATES CIRCURBIG a INDICATES SWITCHING FLUSH MOUNTED FLUORESCENT LIGHT • INDICATES FIXTURE ON EMERGENCY CRCUR FLUORESCENT STRIP LIGHT SURFACE OR PENDANT MOUNTED INCANDESCENT, COMPACT FLOURSCENT, OR HID. CEILING MOUNTED INCANDESCENT, COMPACT FLOURSCENT, OR H.I.D. WALL MOUNTED EXIT LIGHT, , INDICATES DIRECTION OF ARROW EMERGENCY WALL PACK, H.I.D. LIGHTING FIXTURE, POLE MOUNTED. PHOTO ELECTRIC RELAY SINGLE POLE SWITCH SUPERSCRIPT CIRCUIT IDENTIFIER (1,2,3, ETC.) AND SWITCHING CONTROL: (o,b,c ETC.) MAY BE COMBINED EXAMPLE la, 6c, 3bC ETC. SUBSCRIPT MODIFIER INDICATES; 2 = DOUBLE POLE 3 = THREE WAY 4 = FOUR WAY P = WITH PILOT LIGHT K = KEY OPERATED M = MOTOR RATED WP = WEATHER PROOF T = TIMER XP = EXPLOSION PROOF MC = MOMENTARY CONTACT, THREE POSITION D = DIMMER R = RFTICTATF Compo DUPLEX RECEPTACLE C=CIRCUIT N MOD = MODIFIER WP = WEATHER PROOF XP = EXPLOSION PROOF GF = GROUND FAULT th(x' SURFACE METAL RACEWAY WITH RECEPTACLE AT X' 0.C. FOURPLEX RECEPTACLES SINGLE RECEPTACLE SPECIAL PURPOSE RECEPTACLE, AS NOTED I: DUPLEX RECEPTACLE MOUNTED 6' ABOVE �` COUNTER BACKSPLASH. Q DATA OUTLET AIC INTERCOM A SPLIT TELEPNONE DATA OUTLET - TELEPHONE OUTLET 0-101 I XX I A,AMP AC AF AFF AI AIC AIL AL ALT AM A0 AS AT ATS BAT BC BH BIL BP C CAP CB AMPERE AIR COMPRESSOR, ALTERNATING CURRENT AMPERE FRAME ABOVE FINISHED FLOOR ANALOG INPUT POINT (PLC) AMPERES INTERRUPTING CAPACITY AMBER INDICATING LIGHT ALARM ALTERNATOR AMMETER ANALOG OUTPUT POINT (PLC) AMPERE SWITCH AMPERE TRIP AUTOMATIC TRANSFER SNITCH BATTERY BATTERY CHARGER BLOCK HEATER BLUE INDICATING LIGHT BYPASS CONTRACTOR CONDUIT, CONTROL CAPACITOR CIRCUIT BREAKER CKT CIRCUIT CNT START COUNTER CP CPT CR CT CV DB DEM DF DI DO DWG E,EXIST EF F FACP FS CONTROL PANEL CONTROL POWER TRANSFORMER CONTROL RELAY CURRENT TRANSFORMER CHECK VALVE DIRECT BURIED DEMAND DEMAND FACTOR AC DIGITAL INPUT PRINT (PLC) AC DIGITAL OUTPUT POINT (PLC) DRAWING EXISTING EXHAUST FAN FUSED FIRE ALARM CONTROL PANEL FLOW SWITCH FT F- LOW TRANSMITTER FVNR FULL VOLTAGE NON -REVERSING FVR FULL VOLTAGE REVERSING G,GND GROUND GEN GENERATOR GFI GROUND FAULT INTERRUPTER GIL GREEN INDICATING LIGHT GRS(GRC) GALVANIZED RIGID STEEL (CONDUIT) H HOT, HIGH, HAND HH HAND HOLE HID HIGH INTENSITY DISCHARGE HIM HUMAN MACHINE INTERFACE HOA HAND OFF AUTO (SELECTOR SWITCH) ES HAND STATION (HOA SWITCH & POT) HTR HEATER IC ISOLATION CONTRACTOR ISR INTRINSICALLY SAFE RELAY kVA kVAR kVARH kW kWH L LC LCP LE LS LT REFERENCE SYMBOLS RACEWAY TAG - P=POWER, C=CONTROL, S=SIGNAL, D=DATA, T=TELEPHONE, S=SPARE EQUIPMENT TAG SHEET NOTE (KEYNOTE) KILO VOLT AMPS KILO VOLT AMP REACTIVE KILOVAR HOUR KILOWATT KILOWATT HOUR LOW LIGHTING CONTACTOR LOCAL CONTROL PANEL LEVEL ELEMENT LEVEL SWITCH LEVEL TRANSMITTER INSTRUMENT INSTRUMENT TYPE / � P DESIGNATION 00FUNCTION INSTRUMENT NUMBER LTG M MCC MCP MFGR MH MO MOV MS MTS N NC NF NO 01 OIT OL OT P PS PB PBC PBD PBL PBP PBS PE PFR PLC PMD PNL POT PS PT PVC RCP RIL RO RTD RTM RV RVAT S SA SE SHT SS SSS SV T TC TROD TDOE TDR TEL TNI TS TSP TST TVSS TYP UH UPS V VS VFD VSD W WHM WIL WP XFMR XP XMTR ZS LIGHTING METER MOTOR CONTROL CENTER MAIN CONTROL PANEL MANUFACTURER MANHOLE MAGNETIC ONLY (CIRCUIT BREAKER) MOTOR OPERATED VALVE MOTOR STARTER MANUAL TRANSFER SWITCH NEUTRAL NORMALLY CLOSED NON FUSED NORMALLY OPEN OPERATOR INTERFUEJ OPERATOR IN TROIIBLH OVERLOAD RELAY1./.1 OVER'TEMP POWER PUMP STATION PUSH BUTTON PULLBOX (CONTRO PULLBOX (DATA) PUSH BUTTON PULLBOX (POWER PULLBOX (SIGNAL/' PHOTO ELECTRIC IR.ELAY PHASE FAILURE RELAY PROGRAMMABLE LOGIC CONTROLLER POWER MONITORING DEVICE PANEL POTENTIOMETER PRESSURE SWITCH POTENTIAL TRANSFORMER POLY VINYL CHLORIDE (CONDUIT) REMOTE CONTROL PANEL RED INDICATING LIGHT RUN - OFF RESISTANCE TEMPERATURE DEVICE RUN TIME METER REDUCED VOLTAGE REDUCED VOLTAGE AUTO TRANSFORMER STARTER SIGNAL SURGE ARRESTOR SERVICE ENTRANCE SHEET STAINLESS STEEL SOLID STATE STARTER SOLENOID VALVE THERMOSTAT TIME CLOCK TIME DELAY ON DE-ENERGIZATION TIME DELAY ON ENERGIZATION TIME DELAY RELAY TELEPHONE TELEPHONE NETWORK INTERFACE TEMPERATURE SWITCH TWISTED SHIELDED PAIR TWISTED SHIELDED THREE TRANSIENT VOLTAGE SURGE SUPPRESSER TYPICAL UNIT HEATER UNINTERRUPTIBLE POWER SUPPLY VAULT VIBRATION SWITCH VARIABLE FREQUENCY DRIVE VARIABLE SPEED DRIVE WATT WATT HOUR METER WHITE INDICATING LIGHT WEATHER PROOF TRANSFORMER EXPLOSION PRONE TRANSMITTER LIMIT SWITCH r L 5/24/13 FOLLETT ENGINEERING ELECTRICAL CALL TWO BUSINESS ENGINEERING DAYS BEFORE YOU DIG /��/I I� CONSULTING 1'800'424'5555 REDMOND WA J 425-836-3333 PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- desk, VMF VMF cnerxm wei-c del& IBM JMM fellbk- PACE Krldend, WA p. 206/4110551 (.206.1/6.7167 M Tn2ke®n9 earvnee Caro,M pareenysmm STORM LIFT STATION #15 IMPROVEMENTS SYMBOLS & ABBREVIATIONS r dm re'Ctbns L/3- 036 smle AS SHOWN date MAY 21, 2013 00 BOND TO STEEL (TYP OF 2 PLACES) WALL MOUNT FIXTURE ABOVE THE DOOR UTILITY METER /? 4/00 GROUND ROD IN WELL (SEE DETAILS) _ COORDINATE GENERATOR MANUFACTURING AND INSTALLATION WITH TURNING VANE — SEE C SHEETS FOR DETAILS BATTERY M 1 P2 \ ,GEN BREAKER ZONTROLF2 PANEL HORIZ. 3 CT CABINET Sc le In Feet .BOND TO SERVICE BOND TO GEN FRAME (P—GEN) MAINTAIN A MINIMUM SEPARATION OF 24" BETWEEN CONTROL AND POWER RA4'EWAYS 4/00 BLOCK HEATER 111=1 l r4 NL B FMR GENERAL NOTES: 1. C UNTAGGED HOMERUN SYMBOLS = 3/4" GRC (MINIMUM SIZE) TO THE NEAREST PULL BOX (PBC, PBS) OR TO THE CONTROL PANEL (0 =4 #14 MIN.), (S= 1—TSP MIN.), PROVIDE # OF WIRES AS SHOWN OR REQUIRED BY THE WIRING DIAGRAMS OR SCHEDULE WHICHEVER IS THE GREATER AMOUNT. SEE DETAIL DRAWINGS FOR EQUIPMENT AND INSTRUMENT INSTALLATIONS. INSTALL EQUIPMENT PER THE REQUIREMENTS OF THE APPLICABLE DETAIL AND PER THE EQUIPMENT MANUFACTURERS RECOMMENDATIONS AND REQUIREMENTS. 2. PROVIDE WATER SEAL ON INSIDE OF RACEWAYS PER SPECIFICATIONS FOR ALL RACEWAY PENETRATIONS. PROVIDE WATER TIGHT SEAL AROUND OUTSIDE OF ALL CONDUIT PENETRATIONS. 3. RACEWAYS IN GENERAL SHALL BE EXPOSED. WHERE NECESSARY RACEWAYS MAY BE CONCEALED. 4. FOR RACEWAY & WIRE CONNECTIONS AND SIZES SEE ONELINE DIAGRAM. 5, INSTALL UG RACEWAYS SO THAT THE CONDUITS ARE SEALED AT THE JOINTS TO PREVENT WATER INTRUSION INTO THE CONDUITS. PRESSURE TEST THE UG CONDUITS TO VERIFY THAT THE RACEWAYS ARE SEALED. KEY NOTES: ° CORE DRILL THROUGH 18" THICK CONCRETE WALL — WATER SEAL AROUND RACEWAYS — CONTRACTOR SHALL INVESTIGATE EXISTING CONDITIONS TO BEST DETERMINE HOW THIS WORK SHALL BE DONE O LOCATIONS OF GENERATOR COMPONENTS IS APPROXIMATE. SEE GENERATOR SHOP DRAWINGS FOR THE EXACT LOCATION OF GENERATOR RELATED COMPONENTS 3O DEMOLISH EXISTING SWITCHGEAR AND ASSOCIATED WIRE AND ABOVE GRADE RACEWAYS — MAINTAIN EXISTING SERVICE AND EQUIPMENT UNTIL NEW SERVICE HAS BEEN COMMISIONED. ° REMOVE EXISTING WIRE TO EQUIPMENT AND DEMOLISH ALL UNUSED RACEWAYS O CONTRACTOR IS RESPONSIBLE TO INVESTIGATE ALL EXISTING CONDITIONS AND DETERMINE SCOPE OF THE WORK THAT WILL NEED TO BE PREFORMED AND BEST METHOD IN REGARD TO THE EXISTING CONDITIONS AT THE PUMP STATION. (P—BH) (P—XFRB) (P—PNLB) UP SS (P—P1) UP (P—P2) OO @ \r- UP UP EXISTING CONTROL PANEL—' °EXISTING P1 STARTER SS =_ EXISTING PUMP 2 STARTER (P—P3) OC) EXISTING PUMP 3 STARTER ° PN LA (P—P4) UP UP ------------ EXISTING UTILITY TRANSFORMER EXISTING CC) SERVICE ° EXISTING 480V PANEL A P4 STARTER uso EXISTING 3 5— SERVICE UFO r 0 UFO SS EXISTING 00 SWITCHGEAR UPS. CALL TWO BUSINESS DAYS BEFORE YOU DIG 1400-4244555 I FOLLETT ENGINEERING ELECTRICAL ENGINEERING CONSULTING REDMOND, WA 425-836-3333 a 2 0 EE PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- VMF VMF .IMM sal* field tkno p.r2WA 08.4 p. 206.441.16561 !.206.446.7167 pAcE ............. _.................................... Civil 16truchaal PlanninggSurvey M En0neddn4Sn44. Comm Paoengrs.awn STORM LIFT STATION #15 IMPROVEMENTS ELECTRICAL SITE PLAN Se no no dem revisions scala AS SHOWN date MAY 21, 2013 G/3 -o36 SERVICE ENTRANCE RATED ATS Q Q SWITCHBOARD 1200A ATS, 480/277V, 3PH, 4W, 35KAIC 1 (1200/3 SURGE ARRESTOR F' UTILITY METER CT CABINET (P-SRV1)� (3) SETS 4'C, 0 3-600 8. 4/06 22 UTILITY O TRANSFORMER 1 277/480V, 30, 4W EXISTING ® SERVICE (P -GEN) (3) SETS 4'C, 3-600 8 2-4/0 0— 4/0 GROUND GRID INTRUSION SWITCH 1200A, 480V, 3PHASE - 35KAIC SP— TVSS GIL WIL AIL RIL CP I JTO CONTROL PNL (1200/3 (C -ATS) 1'C, 6#14 (C -GEN) 1'C, 10#14 (C -GA) 3/4' 3#14 FUEL TANK BLOCK HEATER 480V (P -BH) 3/4'C, 4012 1 BATTERY CHARGER L' 120V !FUEL 1I (FUEL LOW _s -S —K [FUEL LEAK RITICAL LOW 600KW, 480Y/277V 3 PHASE STANDBY GENERATOR GENERAL NOTES: G L S. -c— UNTAGGED RACEWAY OR HOMERUN SYMBOLS = 3/4' GRC (MINIMUM SIZE) TO THE NEAREST PULL BOX (PBC, PBS) 0R TO THE CONTROL PANEL (C =4 014 MIN.), (5= 1 -TSP MIN.), PROVIDE # OF WIRES AS SHOWN DR REQUIRED BY THE WIRING DIAGRAMS, WHICHEVER IS THE GREATER AMOUNT. 2, CONTROL WIRING BETWEEN DEVICES AND PULLBOXES MAY BE COMBINED IN COMMON RACEWAY WITH OTHER 120V DR CONTROL WIRING. SIGNAL WIRING MAY BE COMBINED WITH OTHER SIGNAL WIRING; PER THE ELECTRICIANS DISCRETION. SIZE CONDUITS PER NEC. 3, FOR 120V CIRCUITS SHOWN - PROVIDE 3/4'C, 4012 4. MCC MFGR. TO SIZE MOTOR STARTERS, VFDS, SOFTSTARTS, CIRCUIT BREAKERS, OVERLOADS, ETC. PER THE REQUIREMENTS OF THE LOAD SERVED. (P-XFRB)� 3/4'C, 4012 (P-PNLB) 3/4'C, 4#10 GEN BLOCK HEATER 480, 1P 5 KVA 240/120V. IP ONE LINE DIAGRAM N.T.S. KEY NOTES: Q1 PROVIDE SERVICE INSTALLATION AND EQUIPMENT PER UTILITY STANDARDS AND REQUIREMENTS - VERFY ALL REOURIEMENTS PRIOR TO INSTALLATION 0 EXISTING EQUIPMENT. SERVICE ENTRANCE RATED AUTOMATIC TRANSFER SWITCH (P -P1) 3'C, 3-250 8. 414G EX STING CONTROL I 1 PANEL ® EXISTING RACEWAYS AND WIRE TO BE DEMOLISHED. REMOVE ALL UNUSED WIRE AND EXPOSED RACEWAYS. 0 1 1 250/3 0 X/3 (P -P2) 3'C, 3-250 8 04G /0 1 250/3 0 (P -P3) 3'C, 3-250 & 845 /0 1 250/3 0 (P -P4) 3'C, 3-250 & 046 /0 ( 250/3 0 CP-PNLA) 1.5'C, 3-02 8. 066 -I HIM IRTM SOFT STARTER EXISTING -No P-1 PUMP 1 II O I qX/3 -3 E.- HIM RTM SOFT STARTER 1 Jr J EXISTING 150 0 • P-2 PUMP 2 EXISTING PUMP BLDG. I 4 HIM RTM SOFT STARTER Jr J EXISTING P-3 PUMP 3 X/3 I r HIM RTM SOFT STARTER J -r -J EXISTING 150 0 P-3 PUMP 3 -0.1 II II 011 0j1 II II ll,L _ I �I I EXISTING I PNLA (100/3 0 -417 L ' rT . 0 ?14 L FOLLETT ENGINEERING c ELECTRICAL CALL*,M I#IO BUSINESS ENGINEERING DAYS BEFORE YOU DIG CONSULTING `1.600.4245555 REDMOND, WA 425-836-3333 3a PUBLIC WORKS DEPT. -EN GI N EERI NG -STREETS -WATER -SEWER -PARKS -BU I LDI NG- VMF Pmi aw Pmi cr JMM JMM PAC E KAidand, WA p. 2D5.441.18551 6. 200448.7167 .............................................. CMi 1 SWCUml 1 Renting 1 Sney M7n/Mans Santos Conwm paceengrscam STORM LIFT STATION #15 IMPROVEMENTS ONELINE DIAGRAM m reasons Be no r scale AS SHOWN 03 - 036 data MAY 21,2013 8 42' 30' 48' CT CABINET, SERVICE ATS -SWITCHBOARD 156' (13'-0') PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- dot ENGI N EERI NG -STREETS -WATER -SEWER -PARKS -BU I LDI NG - 36' m .n dot n do chocked ono05Oi a KR*fob bkno VMF VMF AMM 3MM PANEL SCHEDULE PNL NO. B 120Y/240V 1PHASE LOCATION: WELL 11 - WELL HOUSE 100A BUS - WITH 60 AMP MAIN BREAKER NO, LOAD DESCRIPTION 1200A SWITCHBOARD TRIP AMPS CT CABINET ATS AUTOMATIC SWITCHTRANSFER LOAD DESCRIPTION NO. TVSS MCPHILBEN SU SERIES 2 HALOGEN EMERGENCY WALL PACK, 2 LAMP W/ RECHARGEABLE BATTERY, VOLTMETER 120V. MAIN BREAKER SERVICE E RAR EDCE GARDCO DF7 100W HP5 WALL MOUNTED 100W HPS FIXTURE - DIE CAST ALUMINUM W/ SWIVEL ARM S CANOPY. CUTOFF FIXTURE W/ 100 DEGREE UP TO 30 DEGREE DOWN SWIVEL RANGE, FULLY GASKETED FOR WEATHERTIGHT OPERATION, OUTDOOR RATED 0 -DEGREE BALLAST, 120V. WITH PHOTOCELL 1 LIGHTS - GEN AREA INSIDE 148 O 1 - 148 C7 1 3 ATS CONTROL 148 1 148 O 0.1 BATTERY CHARGER O 5 7 LIGHTS GEN AREA OUTSIDE WALL SPARE 03 215/1 2O/2 O SPARE 8 E] SPARE 1 8 15/1 O SPARE 10 O Y5 KVA SUB -TOTAL 0.4 FOLLETT ENGINEERING TOTAL KVA — 1.9 425-765-6304 AMPS @ 240V, 1 PHASE — 7.9 615 KVA 652 KVA 461 AMPS @ 480V, 3P 42' 30' 48' CT CABINET, SERVICE ATS -SWITCHBOARD 156' (13'-0') PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- dot ENGI N EERI NG -STREETS -WATER -SEWER -PARKS -BU I LDI NG - 36' m .n dot n do chocked ono05Oi a KR*fob bkno VMF VMF AMM 3MM PANEL SCHEDULE PNL NO. B 120Y/240V 1PHASE LOCATION: WELL 11 - WELL HOUSE 100A BUS - WITH 60 AMP MAIN BREAKER NO, LOAD DESCRIPTION LAMPS TRIP AMPS TRIP AMPS COLUMBIA LUN4-1 SERIES LOAD DESCRIPTION NO. F2 MCPHILBEN SU SERIES 2 HALOGEN EMERGENCY WALL PACK, 2 LAMP W/ RECHARGEABLE BATTERY, VOLTMETER 120V. F3 GARDCO DF7 100W HP5 WALL MOUNTED 100W HPS FIXTURE - DIE CAST ALUMINUM W/ SWIVEL ARM S CANOPY. CUTOFF FIXTURE W/ 100 DEGREE UP TO 30 DEGREE DOWN SWIVEL RANGE, FULLY GASKETED FOR WEATHERTIGHT OPERATION, OUTDOOR RATED 0 -DEGREE BALLAST, 120V. WITH PHOTOCELL 1 LIGHTS - GEN AREA INSIDE 148 148 1 - 148 RECEPTACLES SOUTH WALL 1 3 RECEPTACLES NORTH WALL 148 1 148 20/1 0.1 BATTERY CHARGER 150.0 5 7 LIGHTS GEN AREA OUTSIDE WALL SPARE 03 215/1 2O/2 1 SPARE 8 e SPARE 1 8 15/1 SPARE 10 DESIGN TOTAL Y5 KVA SUB -TOTAL 0.4 FOLLETT ENGINEERING TOTAL KVA — 1.9 425-765-6304 AMPS @ 240V, 1 PHASE — 7.9 LIGHTING FIXTURE SCHEDULE FIXTURE MFG. CATALOG a LAMPS DESCRIPTION F1 COLUMBIA LUN4-1 SERIES (2) LAMPS 32W 4 (2) LAMP SURFACE MOUNTED FIBERGLASS FLUORESCENT, ENCLOSED a GASKETED, WET LOCATION TYPE. RAPID START ENERGY EFFICIENT BALLAST. 120V. F2 MCPHILBEN SU SERIES 2 HALOGEN EMERGENCY WALL PACK, 2 LAMP W/ RECHARGEABLE BATTERY, VOLTMETER 120V. F3 GARDCO DF7 100W HP5 WALL MOUNTED 100W HPS FIXTURE - DIE CAST ALUMINUM W/ SWIVEL ARM S CANOPY. CUTOFF FIXTURE W/ 100 DEGREE UP TO 30 DEGREE DOWN SWIVEL RANGE, FULLY GASKETED FOR WEATHERTIGHT OPERATION, OUTDOOR RATED 0 -DEGREE BALLAST, 120V. WITH PHOTOCELL PROVIDE 3' REINFORCED CONCRETE HOUSEKEEPING PAD ---Th Ksteens, WA p.206.441.18551 8.206.448,7167 ri c 1 Shansi 1 Parana 1 Survey M Engineering SwiesCulsany pe9eengrs.mm LOAD CALCULATIONS LOAD DESCRIPTION DUTY NO. HP EACH KVA EACH Total Duty KVA STATION LOAD NO. KVA GENERATOR LOAD NO. KVA PUMP 1 1 150.0 148 148 1.25 185 PUMP 2 1 150.0 148 148 1 - 148 PUMP 3 1 150.0 148 148 1 148 1 148 PUMP 4 HEAT 1 7--- 1 150.0 148 15 148 15 1 148 1 15 0.6 9 MISC 1 8 8 1 8 1 8 Total Duly DESIGN TOTAL 41lrrrrrrrlrrr GEN TOTAL KVA SUB -TOTAL 615 KVA 652 KVA 461 AMPS @ 480V, 3P 740 AMPS 785 olimi S AMPS 555 iCALL TWO BUSINESS DAYS BEFORE YOU DIG 1.800.424.5555 1 STORM LIFT STATION #15 IMPROVEMENTS EQUIPMENT ELEVATIONS & SCHEDULES r, FOLLETT ENGINEERING ELECTRICAL ENGINEERING CONSULTING REDMOND WA 425-836-3333 L l fie no no am rekleOns LI 3 ow 034 scale AS SHOWN pate MAY21,2013 ',,NI L4 1908 GENERATOR AND AUTOMATIC XFR SWITCH GENERATOR FUEL TANK LOW FUEL CRITICALc LOW LEAK 1 II GEN CP RUN II TROUBLE • II FAIL • II LOW FUEL II INTRUSION II RUN/OFF/AUTO/ 0 0 1 D LEAK II EXISTING CONTROL PNL 3/4'C, BATTERY CHARGER WIRES CALL EMER II ATS I NORM II PWR FAIL II BATTERY CHARGER 120VAC> XX II 120V CR ATSE 120V PLC I/O Mme' 7 D GEN RUNNING GENERATOR D ALARM (COMMON) D GEN FAIL (COMMON) D LOW FUEL ALARM D GEN INTRUSION D SWITCH OFF D LEAK ATS IN EMER D ATS IN NORMAL UTILITY D POWER FAIL DLOW BATTERY D COMMON ALARM PROVIDE WIRING AS SHOWN TO THE EXISTING CONTROL PANEL. ALL MODIFICATIONS TO THE CONTROL PANEL ANO PROGRAMMING SHALL BE DONE BY CALVERT CONTROLS PUBLIC WORKS DEPT. -ENGIN EERI NG-STREETS-WATER-SEWER-PARKS-BUILDING- aoahaaa VLF drawn VNF JMM woiedd Rola JMM GROUNDING BUSHING (IF CONDUIT IS STEEL COVER STEEL INSERT FOR TRAFFIC AREAS, CONCRETE ONLY FOR NON -TRAFFIC USE AREAS CONDUIT TO SERVICE EQUIPMENT GROUND ROD DETAIL FOGTITE GROUND ROD BOX #SP -1 OR EQUAL BURNDY GROUND CLAMP GROUND ROD SCALE1 NONE Miriam!, WA ▪ 1▪ 7. 206 A41.18551 /.206.446.7167 PACEwl StrucNml RanninB I �'eV M En4iroam9 Snr acomaany 7anrEn9m.mm CALL TWO BUSINESS DAYS BEFORE YOU DIG 1 800.4245555 STORM LIFT STATION #15 IMPROVEMENTS WIRE DIAGRAM & DETAILS l • FOLLETT ENGINEERING ELECTRICAL ENGINEERING CONSULTING REDMOND WA 425-836-3333 E5 fie no reYsionS L/3 -O3G scale AS SHOWN date MAY 21,2013 100,