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2016 04 19 AIS SUB Mountaingate Pump Station Discretionary Use
AGENDA ITEM SUMMARY Meeting Date: April 19, 2016 Meeting Type: Regular Meeting Staff Contact/Dept.: Andy Limbird/DPW Staff Phone No: 726-3784 S P R I N G F I E L D PLANNING COMMISSION Estimated Time: 20 Minutes ITEM TITLE: REQUEST FOR DISCRETIONARY USE APPROVAL – STEVEN WAGES, SPRINGFIELD UTILITY BOARD, APPLICANT ACTION REQUESTED: Planning Commission approval of a Discretionary Use request (TYP316-00001). ISSUE STATEMENT: The Planning Commission is requested to conduct a public hearing and decide whether or not to approve a Discretionary Use request for a high impact public utility facility on the western edge of the Mountaingate neighborhood in southeast Springfield. The applicant is proposing to construct a new pump station building and water pipeline connection on the site. In accordance with SDC 3.2-210 and 4.7-160, high impact public utility facilities not designated on the Metro Plan’s Public Facilities and Services Plan require Discretionary Use approval. ATTACHMENTS: Attachment 1: Staff Report and Findings for Discretionary Use Attachment 2: Staff Report and Recommended Conditions for Site Plan Review Attachment 3: Applicant’s Discretionary Use Request Attachment 4: Applicant’s Site Plan Review Application Attachment 5: Tentative Site Plans Attachment 6: PC Final Order – Discretionary Use Request Attachment 7: PC Final Order – Site Plan Review DISCUSSION: The applicant is requesting the Discretionary Use for an existing water utility installation on the western edge of the Mountaingate neighborhood. The proposed development site is a wooded hillside that contains two existing water reservoir tanks within a fenced compound and a gravel access driveway from Mountaingate Drive. The site is comprised of three contiguous tax lots and is not currently assigned a municipal address (Map 18-02- 03-00, Tax Lots 800 & 801; and Map 18-02-04-11, Tax Lot 10900). The proposed development site is zoned Low Density Residential (LDR) in accordance with the Springfield Zoning Map and is designated LDR in accordance with the adopted Metro Plan diagram. In conjunction with the Discretionary Use request the applicant is proposing to construct an 800 ft2 pump station building with a new water pipeline connection to the public system in Mountaingate Drive. The applicant is also proposing to realign the access driveway to the site, which will require regrading and tree removal on the hillside. The proposed utility installation work is detailed in a Site Plan Review application submitted for review under separate cover (Case TYP216-00014), contingent upon approval of the subject Discretionary Use request. The applicant has also submitted a Hillside Development Overlay (Case TYP216-00015) and Tree Felling Permit (Case TYP216-00016) under separate cover in support of the proposed project. Issuance of the Hillside Development Overlay and Tree Felling permits would be dependent upon approval of the Discretionary Use request and accompanying Site Plan. Staff concludes that this request, as determined in the findings of fact in the attached staff report, complies with the Discretionary Use criteria of approval listed in SDC 5.9-120. Such findings, determinations and recommendations are provided to the Planning Commission in support of a decision to approve this Discretionary Use application. Staff Report and Findings Springfield Planning Commission Discretionary Use Request (Springfield Utility Board) Hearing Date: April 19, 2016 Case Number: TYP316-00001 Applicant: Steven Wages, Springfield Utility Board Site: Not Municipally Addressed – Adjacent to South 58th Street and Mountaingate Drive (Map 18-02-03-00, Tax Lots 800 & 801; and Map 18-02-04-11, Tax Lot 10900) Request The application was submitted on February 26, 2016 and the public hearing on the matter of the Discretionary Use request is scheduled for April 19, 2016. The City conducted a Development Review Committee meeting on the Discretionary Use request on March 15, 2016. Site Information/Background The property that is subject of the Discretionary Use request is located on a wooded hillside along the western edge of the Mountaingate neighborhood in southeast Springfield. The total site area is approximately 9.3 acres and includes two existing water reservoir tanks within a fenced compound and gated gravel access driveway. According to the applicant’s submittal a total of approximately two acres of the site will be affected by the proposed project. The site has frontage on Mountaingate Drive, which is classified as a minor collector street under the City’s street classification system. The applicant has submitted a Site Plan Review application under separate cover (Case TYP216-00014) for a new pump station building, water pipeline connection to the public system in Mountaingate Drive, and realigned access driveway with emergency turnaround area. Notification and Written Comments Notification of the April 19, 2016 public hearing was sent to all property owners and residents within 300 feet of the site on March 30, 2016. Notification was also published in the legal notices section of The Register Guard on April 11, 2016. Public notification was also sent to all property owners and residents within 300 feet of the site on March 8, 2016 for the companion Site Plan Review application submitted under separate cover (Case TYP216- 00014). Criteria of Approval Section 5.9-100 of the SDC contains the criteria of approval for the decision maker to utilize during review of Discretionary Use requests. The Criteria of Discretionary Use approval are: SDC 5.9-120 CRITERIA A. The proposed use conforms with applicable: 1. Provisions of the Metro Plan; Attachment 1, Page 1 of 12 Photo 1 – Site Air Photo Photo 2 – Site View #1 SITE S 57th Place Existing Reservoir Tanks to Remain S 57th Street Ridge Court Attachment 1, Page 2 of 12 Photo 3 – Site View #2 Photo 4 – Gravel Driveway Leading Up To Site A Street B Street Approximate Location of Proposed Pump Station Building Attachment 1, Page 3 of 12 2. Refinement plans; 3. Plan District standards; 4. Conceptual Development Plans or 5. Specific Development Standards in this Code; B. The site under consideration is suitable for the proposed use, considering: 1. The location, size, design and operating characteristics of the use (operating characteristics include but are not limited to parking, traffic, noise, vibration, emissions, light, glare, odor, dust, visibility, safety, and aesthetic considerations, where applicable); 2. Adequate and safe circulation exists for vehicular access to and from the proposed site, and on-site circulation and emergency response as well as pedestrian, bicycle and transit circulation; 3. The natural and physical features of the site, including but not limited to, riparian areas, regulated wetlands, natural stormwater management/drainage areas and wooded areas shall be adequately considered in the project design; and 4. Adequate public facilities and services are available, including but not limited to, utilities, streets, storm drainage facilities, sanitary sewer and other public infrastructure. C. Any adverse effects of the proposed use on adjacent properties and on the public can be mitigated through the: 1. Application of other Code standards (including, but not limited to: buffering from less intensive uses and increased setbacks); 2. Site Plan Review approval conditions, where applicable; 3. Other approval conditions that may be required by the Approval Authority; and/or 4. A proposal by the applicant that meets or exceeds the cited Code standards and/or approval conditions. D. Applicable Discretionary Use criteria in other Sections of this Code: 1. Wireless telecommunications systems facilities requiring Discretionary Use approval are exempt from Subsections A-C above, but shall comply with the approval criteria specified in Section 4.3-145. 2. Alternative design standards for multifamily development are exempt from Subsections A – C above, but shall comply with the approval criteria specified in Section 3.2-245 3. Fences requiring Discretionary Use approval are exempt from Subsections A – C above, but shall comply with the approval criteria specified in Section 4.4-115.C. Attachment 1, Page 4 of 12 4. The siting of public elementary, middle and high schools requiring Discretionary Use approval is exempt from Subsections A – C above, but shall comply with the approval criteria specified in Section 4.7-195. Proposed Findings In Support of Discretionary Use Approval Criterion: Discretionary Use criteria of approval: A. The proposed use conforms with applicable; 1. Provisions of the Metro Plan; Finding: The subject property is currently zoned and designated Low Density Residential (LDR) in accordance with the Springfield Zoning Map and the adopted Metro Plan diagram. The applicant is not proposing to change the current zoning or designation for the subject site. Conclusion: The request meets this criterion. 2. Refinement plans; Finding: The subject site is not within an adopted Refinement Plan area. Finding: The proposed pump station is not shown or described in the adopted Public Facilities and Services Plan (PFSP), which is a refinement plan of the Metro Plan. Under the provisions of the City’s Development Code (Section 4.7-160), high impact public facilities that are not shown on the adopted PFSP can be approved in accordance with Discretionary Use procedure. Finding: Staff advises that because the subject pump station is not described in the PFSP maps and text it will need to be added as a completed water system project after-the-fact. As a result, an update to the text and diagrams within the PSFP will require a Type IV Metro Plan Amendment that is adopted by the City and, where necessary, co-adopted by Lane County. RECOMMENDED CONDITION OF APPROVAL: 1. The applicant shall prepare and submit a Type IV Metro Plan Amendment to add the completed water system project to the Public Facilities and Services Plan within one calendar year of project completion and commencement of operations. Conclusion: As conditioned herein, the request meets this criterion. 3. Plan District standards; Finding: As stated above, for high impact utility facilities in the LDR District that are not shown on the adopted Public Facilities and Services Plan, a Discretionary Use permit is also required. Attachment 1, Page 5 of 12 Finding: To address the land use approval requirements for a high impact public utility facility in the LDR District, the applicant has submitted for Discretionary Use approval. A Type II Site Plan Review application also has been submitted under separate cover (TYP216-00014), and is subject to review and approval by the Planning Commission pending the determination of this Discretionary Use permit. Conclusion: The request meets this criterion. 4. Conceptual Development Plans or Finding: There is no specific Conceptual Development Plan for this area of Springfield. Therefore, the Metro Plan diagram remains the prevailing land use plan diagram for this site. Conclusion: This criterion is not applicable. 5. Specific Development Standards in this Code; Finding: Should the Planning Commission approve this Discretionary Use request, the applicant will need to obtain approval for the Site Plan Review submitted under separate cover (Case TYP216-00014). Staff advises that specific development standards for the Low Density Residential District (SDC 3.2-215) and High Impact Public Facilities (SDC 4.7-160) will need to be addressed through the Site Plan Review approval. Conclusion: The proposal meets this criterion. B. The site under consideration is suitable for the proposed use, considering: 1. The location, size, design and operating characteristics of the use (operating characteristics include but are not limited to parking, traffic, noise, vibration, emissions, light, glare, odor, dust, visibility, safety, and aesthetic considerations, where applicable); Finding: The property requested for Discretionary Use approval is three contiguous tax lots that comprise approximately 9.5 acres in total site area. The site is a wooded hillside on the west edge of the Mountaingate neighborhood that contains two existing water reservoir tanks within a fenced compound. Approximately two acres of the property are subject to the proposed development, which includes an 800 ft2 pump station building, new water pipeline connection to the public system in Mountaingate Drive, realigned access driveway, and slope contouring on the uphill side of the project area. The size of the property, available area for installing the water utility system improvements, and its location adjacent to a developed urban street system and utility network should adequately accommodate the proposed use. Finding: The property requested for Discretionary Use approval is zoned and designated LDR. The site is elevated above the adjacent neighborhood to the west to aid in provision of gravity flow potable water to the City’s public utility system. Finding: Staff conducted a site visit to the existing facility on January 28, 2015. Staff observes that the existing utility facility sits on a densely wooded hillside and is not visible Attachment 1, Page 6 of 12 from Mountaingate Drive. The applicant is proposing to remove a number of mature trees from the site to accommodate project improvements, including: driveway widening, realignment, and installation of a roadside stormwater drainage swale; construction of an 800 ft2 pump station building; installation of a water pipeline from the pump station to a connection point in Mountaingate Drive; and slope regrading uphill of the project area. The applicant is proposing to replant native trees within the project area to re-establish tree cover on the hillside and screen the utility installation from nearby residential land uses. Finding: Constructing and operating a major water utility installation on the site is not expected to create a prolonged, significant adverse impact to the neighborhood, such as glare, dust, noise, emissions or vibrations. It is expected there would be daytime noise and activity during construction of the facility. Construction activities will need to be scheduled in accordance with City codes and permits that are required for the project. Finding: The site is designed and intended to operate independently, without the need for continuous on-site operation and monitoring. Once construction is completed, it is expected that traffic to and from the site will be minimal and infrequent. The site is proposed to have an operating pump station with security lights that are shielded and downcast to prevent light glare and trespass. Site access, lighting, screening, and other design considerations will be reviewed in conjunction with the Site Plan Review submitted under separate cover (Case TYP216-00014). Conclusion: As described herein and in the Site Plan Review submitted for approval under separate cover (Case TYP216-00014) the proposal meets this criterion. 2. Adequate and safe circulation exists for vehicular access to and from the proposed site, and on-site circulation and emergency response as well as pedestrian, bicycle and transit circulation; Finding: The site has frontage on Mountaingate Drive, which is classified as a minor collector street under the City’s road classification system. The street provides suitable access to the site for initial construction, and ongoing maintenance and operation of the facility. Finding: The applicant is proposing to replace an existing, non-standard driveway curb cut and install a new commercial driveway approach from Mountaingate Drive to serve the site. The driveway is proposed to be realigned and widened to allow for construction, maintenance and emergency access to the project area. Finding: A sidewalk connection has not been completed along the property frontage on Mountaingate Drive. The applicant is proposing to complete the curbside sidewalk along the frontage of Tax Lot 10900 from its current terminus at or near the southeastern property boundary to the northwestern property boundary. To avoid creating a gap in the public sidewalk, staff observes that the proposed curbside sidewalk will need to extend past the northwestern property boundary to a connection point along the frontage of 777 South 58th Street. Finding: The site is somewhat removed from the public transit system. However, regular and frequent Lane Transit District bus service is available at the Thurston Transit Station, Attachment 1, Page 7 of 12 approximately one-half mile (linear walking distance) north of the proposed development site. RECOMMENDED CONDITION OF APPROVAL: 2. The curbside sidewalk along the Mountaingate Drive frontage of the site shall be extended approximately 120 feet past the northwestern property boundary to a connection point with the existing sidewalk along the frontage of 777 South 58th Street. Conclusion: As conditioned herein, the proposal meets this criterion. 3. The natural and physical features of the site, including but not limited to, riparian areas, regulated wetlands, natural stormwater management/drainage areas and wooded areas shall be adequately considered in the project design; and Finding: There are no wetlands or riparian areas on the site that warrant special protection measures. However, there are mature coniferous and deciduous trees within the hillside project area, which is proposed for slope contouring and regrading to accommodate the realigned access driveway, roadside drainage swale, pump station building, and new water pipeline. The applicant has submitted a Hillside Development Overlay District Permit and Tree Felling Permit under separate cover (Cases TYP216-00015 and TYP216-00016) for removal of qualifying site and hillside trees prior to site development. Construction of the proposed project is contingent upon approval of the subject Discretionary Use request along with approval of the Site Plan Review submittal (TYP216-00014) and accompanying Hillside Development Overlay District and Tree Felling permits. Conclusion: As described herein and in the Site Plan Review, Hillside Development Overlay District and Tree Felling Permits submitted under separate cover (Cases TYP216- 00014, TYP216-00015 and TYP216-00016) the proposal meets this criterion. 4. Adequate public facilities and services are available, including but not limited to, utilities, streets, storm drainage facilities, sanitary sewer and other public infrastructure. Finding: The site is inside the Springfield City limits and all urban utilities are available along the site frontage or nearby. The site functions as a utility installation and provider of potable water to the City’s public utility system. There are no continuously occupied buildings located on the site, and there are no existing or proposed connections to the sanitary sewer system. Therefore, electricity is the only external utility service required for the site. The applicant is proposing to manage the stormwater on the site and to direct excess runoff from the driveway to a roadside drainage swale. Finding: The property has frontage on a fully developed public street. The applicant is proposing to complete the curbside sidewalk along the frontage of the site. Because the street frontage is moderately to steeply sloping and wooded, there is no requirement to install street trees along the property frontage at this time. No other street improvements are warranted or required to serve the proposed utility facility. Attachment 1, Page 8 of 12 Conclusion: As described herein and in the Site Plan Review submitted under separate cover (Case TYP216-00014) the proposal meets this criterion. C. Any adverse effects of the proposed use on adjacent properties and on the public can be mitigated through the: 1. Application of other Code standards (including, but not limited to: buffering from less intensive uses and increased setbacks); Finding: The site has mature tree cover surrounding the facility. In accordance with SDC 4.7-160, the facility needs to be screened and appropriately landscaped. Finding: The proposed development will need to meet the requirements of SDC 3.2-200 for setbacks affecting placement of buildings and structures; overall lot coverage; access and site circulation; site lighting; and stormwater management. Conclusion: As described herein and in the Site Plan Review submitted under separate cover (Case TYP216-00014) the proposal meets this criterion. 2. Site Plan Review approval conditions, where applicable; Finding: The applicant will be required to satisfy the conditions of approval as may be imposed by this Discretionary Use Request and the Site Plan Review submitted under separate cover (Case TYP216-00014) prior to obtaining Final Site Plan approval and building permits for this project. Finding: The Site Plan Review application and decision (Case TYP216-00014) is hereby made a part of the record for this decision by reference. Conclusion: As described herein and in the Site Plan Review submitted under separate cover (Case TYP216-00014) the proposal meets this criterion. 3. Other approval conditions that may be required by the Approval Authority; and/or Finding: Staff is recommending two conditions of Discretionary Use approval to address a necessary amendment to the adopted Public Facilities and Services Plan (Condition 1) and the extension of public sidewalk along Mountaingate Drive to a connection point along the frontage of an adjacent residential property (Condition 2). Other recommended conditions as may be required to address specific site development issues such as landscaping, screening, and site access will be described in the Site Plan Review approval (Case TYP216-00014). Finding: Based on the testimony submitted at the public hearing, the Planning Commission may decide to approve, approve with conditions, or deny the Discretionary Use request. Conclusion: As described and conditioned herein and in the Site Plan Review submitted under separate cover (Case TYP216-00014) the proposal meets this criterion. Attachment 1, Page 9 of 12 4. A proposal by the applicant that meets or exceeds the cited Code standards and/or approval conditions. Finding: The applicant has requested concurrent approval of the Site Plan submitted for the proposed utility facility (Case TYP216-00014). However, the applicant is not requesting alternate design criteria that exceed cited Code standards for this facility. Finding: The existing water reservoir tanks abut a portion of the former Mountaingate West subdivision area that was platted in 2006. Ten of the lots and a segment of South 59th Street were platted immediately south of the water reservoir site, which – if built upon – would have placed residential dwellings within very close proximity to this utility installation. Additionally, the construction of residential dwellings on the hillside could have resulted in a significant loss of tree cover and natural vegetative screening. The undeveloped segment of South 59th Street that contains the gravel access driveway to the reservoir site was vacated in 2015. SUB acquired the ten undeveloped residential lots and the vacated segment of South 59th Street and replatted the subdivision area into a single consolidated parcel. Staff observes that the size of the consolidated parcel and the limited amount of development associated with the current project allows for a substantial perimeter buffer to remain around the existing and proposed utility improvements on the property. The existing vegetative buffering and screening, along with the setbacks from perimeter property lines, exceeds the requirements of the Development Code for high impact utility installations. Conclusion: As described herein and in the Site Plan Review approval submitted under separate cover (Case TYP216-00014) the proposal meets this criterion. D. Applicable Discretionary Use criteria in other Sections of this Code: 1. Wireless telecommunications systems facilities requiring Discretionary Use approval are exempt from Subsections A-C above, but shall comply with the approval criteria specified in Section 4.3-145. 2. Alternative design standards for multifamily development are exempt from Subsections A – C above, but shall comply with the approval criteria specified in Section 3.2-245. 3. Fences requiring Discretionary Use approval are exempt from Subsections A – C above, but shall comply with the approval criteria specified in Section 4.4-115.C. 4. The siting of public elementary, middle and high schools requiring Discretionary Use approval is exempt from Subsections A – C above, but shall comply with the approval criteria specified in Section 4.7-195. Finding: The proposed utility facility is not a wireless telecommunications facility. Therefore, Criterion D.1 is not applicable. Finding: The applicant is not proposing a multi-family development. Therefore, Criterion D.2 is not applicable. Attachment 1, Page 10 of 12 Finding: The applicant is not proposing a new or modified fence that exceeds the standard provisions of SDC 4.4-115. Therefore, Criterion D.3 is not applicable. Finding: The proposed facility is not a school and does not require special siting approval. Therefore, Criterion D.4 is not applicable. Conclusion: The proposal meets this criterion. Conclusion: Staff has reviewed the application and supporting evidence submitted by the applicant for the Discretionary Use request. Based on the above-listed criteria, staff recommends support for the request as the proposal meets the stated criteria for Discretionary Use approval subject to the recommended conditions contained herein. Additionally, approval of the Discretionary Use would facilitate the approval of the accompanying Site Plan Review application for a utility facility (Case TYP216-00014). Conditions of Approval SDC Section 5.9-125 allows for the Approval Authority to attach conditions of approval to a Discretionary Use request to ensure the application fully meets the criteria of approval. The specific language from the code section is cited below: 5.9-125 CONDITIONS The Approval Authority may attach conditions as may be reasonably necessary in order to allow the Discretionary Use approval to be granted. Staff has reviewed the Discretionary Use request and supporting information provided by the applicant, and it is the opinion of staff that conditions of approval are recommended as described above and summarized as follows: RECOMMENDED CONDITIONS OF APPROVAL: 1. The applicant shall prepare and submit a Type IV Metro Plan Amendment to add the completed water system project to the Public Facilities and Services Plan within one calendar year of project completion and commencement of operations. 2. The curbside sidewalk along the Mountaingate Drive frontage of the site shall be extended approximately 120 feet past the northwestern property boundary to a connection point with the existing sidewalk along the frontage of 777 South 58th Street. The existing water reservoirs have been in operation for decades, and the proposal effectively constitutes an operational upgrade to meet projected water system demand in southeast Springfield. The proposed development has been reviewed and recommended conditions of approval are described in the Site Plan Review application for this development submitted under separate cover (Case TYP216-00014). The Planning Commission may choose to apply other conditions of approval as necessary to comply with the Discretionary Use criteria. Attachment 1, Page 11 of 12 Additional Approvals The subject Discretionary Use request is the necessary first step for the applicant to proceed with development plans for the site. The three companion land use applications submitted for approval, including Site Plan Review (Case TYP216-00014), Hillside Development Overlay District (TYP216- 00015), and Tree Felling Permit (TYP216-00016) are intended to address the specific Development Code and detailed site planning requirements for the proposed utility installation. Attachment 1, Page 12 of 12 Type II TENTATIVE SITE PLAN REVIEW, staff report & RECOMMENDED CONDITIONS Project Name: SUB Mountaingate Pump Station Site Plan Review Project Proposal: Construct a pump station, realigned access driveway, and water pipeline on an existing public utility site Case Number: TYP216-00014 Project Location: Mountaingate Drive at S. 58th Street (Map 18-02-04-11, TL 10900; and Map 18-02-03-00, TL 800 & 801) Zoning: Low Density Residential (LDR) Comprehensive Plan Designation: LDR (Metro Plan) Overlay Districts: Hillside Development Pre-Submittal Meeting Date: Nov. 20, 2015 Application Submitted Date: Feb. 26, 2016 Planning Commission Meeting Date: April 19, 2016 Appeal Deadline Date: May 4, 2016 Associated Applications: PRE15-00001 (Development Issues Meeting); ANX15-00002 (Annexation); TYP215-00016 (Major Replat for lot consolidation); TYP316-00001 (Discretionary Use); TYP216-00015 (Hillside Development); TYP216-00016 (Tree Felling) APPLICANT’S DEVELOPMENT REVIEW TEAM Applicant: Steven Wages SUB Water Engineering Division 202 South 18th Street Springfield, OR 97477 Applicant’s Representative: Richard Satre Schirmer Satre Group 375 West 4th Avenue, Suite 201 Eugene, OR 97401 Project Engineer: Thomas Ferrell, PE PACE Engineers Inc. 5000 Meadows Road, Suite 345 Lake Oswego, OR 97035 CITY OF SPRINGFIELD’S DEVELOPMENT REVIEW TEAM POSITION REVIEW OF NAME PHONE Project Manager Planning Andy Limbird 541-726-3784 Transportation Planning Engineer Transportation Michael Liebler 541-736-1034 Public Works Engineer Utilities Kyle Greene 541-726-5750 Public Works Engineer Sanitary & Storm Sewer Kyle Greene 541-726-5750 Deputy Fire Marshal Fire and Life Safety Gilbert Gordon 541-726-2293 Building Official Building David Bowlsby 541-736-1029 SITE S 57th Place Attachment 2, Page 1 of 16 Page 2 of 16 Site Information: The subject development site is an existing 9.3 acre public utility installation on the western edge of the Mountaingate neighborhood in southeast Springfield. The site is zoned and designated Low Density Residential (LDR) in accordance with the Springfield Zoning Map and the Metro Plan diagram. The development site comprises three contiguous tax lots and contains two existing water reservoir tanks within a fenced compound. The proposed development site is accessed via a gravel driveway off Mountaingate Drive but a municipal street address has not been assigned to the site (Map 18-02-03-00, Tax Lots 800 & 801; and Map 18-02-04-11, Tax Lot 10900). The applicant has submitted a development proposal for construction of an 800 ft2 pump station, reconfigured access driveway, and water pipeline connection to the public system in Mountaingate Drive. The project is not listed in the adopted Public Facilities and Services Plan, so the applicant has requested Discretionary Use approval for a high impact public utility facility in the LDR District to facilitate the changes proposed for the site. The Springfield Planning Commission will be reviewing the Discretionary Use permit at the public hearing meeting on April 19, 2016 (Case TYP316-00001). The site is not within the mapped Time of Travel Zones (TOTZs) for the City’s drinking water wellheads and, therefore, is not subject to the provisions of the Drinking Water Protection Overlay District, SDC 3.3-200. However, provisions for water quality protection during site construction and operation have been inserted as conditions of this decision in order to protect local surface waters and groundwater resources. DECISION: This decision grants Tentative Site Plan Approval. The standards of the Springfield Development Code (SDC) applicable to each criterion of Site Plan Approval are listed herein and are satisfied by the submitted plans unless specifically noted with findings and conditions necessary for compliance. Final Site Plans must conform to the submitted plans as conditioned herein. This is a limited land use decision made according to City code and state statutes. Unless appealed, the decision is final. Please read this document carefully. (See Page 13 for a summary of the conditions of approval.) OTHER USES AUTHORIZED BY THE DECISION: None. Future development will be in accordance with the provisions of the Springfield Development Code, filed easements and agreements, and all applicable local, state and federal regulations. REVIEW PROCESS: This application is reviewed under Type II procedures listed in Springfield Development Code Section 5.1-130 and the site plan review criteria of approval SDC 5.17-125. The subject application was submitted and deemed complete on February 26, 2016. Therefore, this decision is issued on the 53rd day of the 120 days mandated by the State. Procedural Finding: Applications for Limited Land Use Decisions require the notification of property owners/occupants within 300 feet of the subject property allowing for a 14 day comment period on the application (SDC Sections 5.1-130 and 5.2-115). The applicant and parties submitting written comments during the notice period have appeal rights and are mailed a copy of this decision for consideration (See Written Comments below and Appeals at the end of this decision). Procedural Finding: On March 15, 2016, the City’s Development Review Committee reviewed the proposed plans (16 Sheets – PACE Engineers Inc. Sheets G1, A1-A2, and C1-C11; and Schirmer Satre Group Sheets L1.0 & L2.0) and other supporting information. City staff’s review comments have been reduced to findings and conditions only as necessary for compliance with the Site Plan Review criteria of SDC 5.17-125. Procedural Finding: In accordance with SDC 5.17-125 to 5.17-135, the Final Site Plan shall comply with the requirements of the SDC and the conditions imposed by the Director in this decision. The Final Site Plan otherwise shall be in substantial conformity with the tentative plan reviewed. Portions of the proposal approved as submitted during tentative review cannot be substantively changed during Final Site Plan approval. Approved Final Site Plans (including Landscape Plans) shall not be substantively changed during Building Permit Review without an approved Site Plan Modification Decision. Attachment 2, Page 2 of 16 Page 3 of 16 WRITTEN COMMENTS: Procedural Finding: In accordance with SDC 5.1-130 and 5.2-115, notice was sent to adjacent property owners/occupants within 300 feet of the subject site on May 12, 2014. Staff responded to several telephone call inquiries from adjacent residents and property owners, and one written comment was received from Donald Grafton, 902 S 59th Street, Springfield, 97478: “Thank you for the notice concerning SUB’s application for improvements on the reservoir site near [South] 57th Place and Mountaingate Drive; we have no objections or issues. However, are there any indicators as to when the tree felling and improvements will take place?” Staff Response: Staff replied to Mr. Grafton’s email and advised that the project is scheduled for the 2016 construction season and initial work on the site could begin as early as May, 2016. CRITERIA OF SITE PLAN APPROVAL: SDC 5.17-125, Site Plan Review Standards, Criteria of Site Plan Approval states, “the Director shall approve, or approve with conditions, a Type II Site Plan Review Application upon determining that criteria A through E of this Section have been satisfied. If conditions cannot be attached to satisfy the criteria, the Director shall deny the application.” A. The zoning is consistent with the Metro Plan diagram, and/or the applicable Refinement Plan diagram, Plan District map, and Conceptual Development Plan. Finding 1: The site is zoned and designated Low Density Residential in accordance with the Springfield Zoning Map and the adopted Metro Plan diagram. The applicant is not proposing to change the zoning for the site. Conclusion: This proposal satisfies Criterion A. B. Capacity requirements of public improvements, including but not limited to, water and electricity; sanitary sewer and stormwater management facilities; and streets and traffic safety controls shall not be exceeded and the public improvements shall be available to serve the site at the time of development, unless otherwise provided for by this Code and other applicable regulations. The Public Works Director or a utility provider shall determine capacity issues. Finding 2: Approval of this proposal would allow for construction of an 800 ft2 pump station building, reconfiguration of the site access driveway, and installation of a water pipeline to the public system in Mountaingate Drive. The applicant is also proposing to grade and re-contour portions of the slope that uphill of the access driveway and pump station, and to plant native trees to replace trees removed for project construction. Finding 3: For all public improvements, the applicant shall retain a private professional civil engineer to design the site improvements in conformance with City codes, this decision, and the current Engineering Design Standards and Procedures Manual (EDSPM). The private civil engineer also shall be required to provide construction inspection services. Finding 4: The Development Review Committee reviewed the proposed site plan and landscaping plan on March 15, 2016. City staff’s review comments have been incorporated in findings and conditions contained herein. Conclusion: The proposal satisfies this sub-element of the criterion. Attachment 2, Page 3 of 16 Page 4 of 16 Water and Electricity Improvements Finding 5: SDC 4.3-130 requires each development area to be provided with a water system having sufficiently sized mains and lesser lines to furnish adequate supply to the development and sufficient access for maintenance. Springfield Utility Board (SUB) coordinates the design of the water system within Springfield city limits. Finding 6: Section 4.3-140.A of the SDC requires applicants proposing developments to make arrangements with the City and each utility provider for the dedication of utility easements that may be necessary to serve the development site and land beyond the development area. The minimum width for all public utility easements (PUEs) shall be 7 feet unless the Development & Public Works Director requires a larger easement to allow for adequate maintenance and access. Finding 7: The proposed development is an expansion and upgrade to an existing water utility facility. In addition to increasing capacity, the project would extend another waterline connection from the reservoir site to the public water main in Mountaingate Drive. The proposed waterline extends across property already under City ownership and control, by and through the Springfield Utility Board. Finding 8: The applicant is proposing to install new underground electrical lines beneath the site access driveway to serve the pump station. The existing power supply is adequate for the site and the applicant is not proposing to modify or upgrade the electrical service to the property. A dedicated utility easement is not required because the property is already owned by the utility provider. Conclusion: The existing SUB Water and Electric facilities are adequate to serve the site and the proposal satisfies this sub-element of the criterion. Sanitary Sewer and Stormwater Management Facilities Sanitary Sewer Finding 9: Section 4.3-105.A of the SDC requires that sanitary sewers shall be installed to serve each new development and to connect developments to existing mains. Additionally, installation of sanitary sewers shall provide sufficient access for maintenance activities. Finding 10: Section 4.3-105.C of the SDC requires that proposed sewer systems shall include design consideration of additional development within the area as projected by the Metro Plan. Finding 11: Section 2.02.1 of the City’s EDSPM states that when land outside a new development will logically direct flow to sanitary sewers in the new development, the sewers shall be public sewers and shall normally extend to one or more of the property boundaries. Finding 12: The applicant is proposing to construct an unoccupied pump station building on the site and the other existing structures are sealed water reservoir tanks. Because there is no occupied structure or sanitary drain proposed on the site, there is no requirement to extend sewer service to the property. Should sanitary sewer be required in the future, the nearest potential connection point is along the southwest property frontage on Mountaingate Drive. Conclusion: The proposal satisfies this sub-element of the criterion. Stormwater Management (Quantity) Finding 13: SDC 4.3-110.B requires that the Approval Authority shall grant development approval only where adequate public and/or private stormwater management systems provisions have been made as determined by the Development & Public Works Director, consistent with the EDSPM. Attachment 2, Page 4 of 16 Page 5 of 16 Finding 14: SDC 4.3-110.C states that a stormwater management system shall accommodate potential runoff from its entire upstream drainage area, whether inside or outside of the development. Finding 15: SDC 4.3-110.D requires that runoff from a development shall be directed to an approved stormwater management system with sufficient capacity to accept the discharge. Finding 16: SDC 4.3-110.E requires new developments to employ drainage management practices that minimize the amount and rate of surface water runoff into receiving streams, and that promote water quality. Finding 17: To comply with Sections 4.3-110.D & E, stormwater runoff from the site will be directed into a roadside drainage swale prior to discharge into the public system located in Mountaingate Drive. Finding 18: The existing public stormwater system, to which the applicant proposes connection, has limited capacity. The applicant has submitted hydrologic stormwater calculations, consistent with the City’s EDSPM, showing that the proposed roadside drainage swale will limit the peak stormwater discharge rates to less than the developed rates for the former platted subdivision, thereby limiting the flow into the existing system to an acceptable level. Finding 19: As part of the Final Site Plan approval, the applicant will be required to enter into a maintenance agreement with the City, whereby the applicant will provide routine functional maintenance of the proposed roadside drainage swale. Finding 20: The applicant submitted a Stormwater Report without a registered professional engineer’s seal. Stormwater reports are required to be completed by a registered professional engineer and stamped with the engineer of record’s seal. Recommended Conditions of Approval: 1. Prior to approval of the Final Site Plan, the applicant shall resubmit the project Stormwater Report stamped with the registered professional engineer’s seal. 2. Prior to approval of the Final Site Plan, the applicant shall enter into a maintenance agreement with the City whereby the applicant will provide routine maintenance for functionality of the roadside drainage swale. Conclusion: As conditioned herein, the proposal satisfies this sub-element of the criterion. Stormwater Management (Quality) Finding 21: Under Federal regulation of the Clean Water Act (CWA), Endangered Species Act (ESA), and National Pollutant Discharge Elimination System (NPDES), the City of Springfield is required to obtain, and has applied for, a Municipal Separate Storm Sewer System (MS4) permit. A provision of this permit requires the City to demonstrate efforts to reduce the pollution in urban stormwater to the Maximum Extent Practicable (MEP). Finding 22: Federal and Oregon Department of Environmental Quality (ODEQ) rules require the City’s MS4 plan to address six “Minimum Control Measures”. Minimum Control Measure 5, “Post-Construction Stormwater Management for New Development and Redevelopment”, applies to the proposed development. Finding 23: Minimum Control Measure 5 requires the City of Springfield to develop, implement and enforce a program to ensure the reduction of pollutants in stormwater runoff to the MEP. The City also must develop and implement strategies that include a combination of structural or non-structural Best Management Practices (BMPs) appropriate for the community. Attachment 2, Page 5 of 16 Page 6 of 16 Finding 24: Minimum Control Measure 5 requires the City of Springfield to use an ordinance or other regulatory mechanism to address post-construction runoff from new and re-development projects to the extent allowable under State law. Regulatory mechanisms used by the City include the SDC, the City’s Engineering Design Standards and Procedures Manual and the Stormwater Facilities Master Plan (SFMP). Finding 25: As required in SDC 4.3-110.E, “a development shall be required to employ drainage management practices approved by the Development & Public Works Director and consistent with Metro Plan policies and the Engineering Design Standards and Procedures Manual”. Finding 26: Section 3.02 of the City’s EDSPM states the Development & Public Works Department will accept, as interim design standards for stormwater quality, water quality facilities designed pursuant to the policies and procedures of the City’s EDSPM and the City of Eugene Stormwater Management Manual. Finding 27: Section 3.02.5 and 3.02.6 of the City’s EDSPM states all public and private development and redevelopment projects shall employ a system of one or more post-developed BMPs that in combination are designed to achieve at least a 70 percent reduction in the total suspended solids in the runoff generated by the development. Section 3.03.4.E of the manual requires a minimum of 50 percent of the non-building rooftop impervious area on a site shall be treated for stormwater quality improvement using vegetative methods and 100% of the area shall be pre-treated. Finding 28: To meet the requirements of the City’s MS4 permit, the Springfield Development Code, and the City’s EDSPM, the applicant has proposed a roadside drainage swale. Finding 29: The vegetation proposed for use in the roadside drainage swale will serve as the primary pollutant removal mechanism for the stormwater runoff. Satisfactory pollutant removal will occur only when the vegetation has been fully established. Recommended Conditions of Approval: 3. Prior to approval of the Final Site Plan, the applicant shall provide an operations and maintenance plan to the City for review to ensure the long-term maintenance and operation of the roadside drainage swale. The plan should designate maintenance responsibility for operating and maintaining the system and should be distributed to all property owners and tenants of the site. 4. The Final Site Plan shall provide for inclusion of the “native seed mix” from Detail 3 on Sheet C11 as a separate table on Sheet L1.0. The extent of the “native seed mix” shall be depicted as a separate hatching pattern for the grass-lined swale areas. 5. The Final Site Plan shall provide for updating Detail 3 on Sheet C11 to be consistent with the City of Eugene Stormwater Management Manual detail in Appendix B for a grassy swale, including but not limited to channel geometry, depth of planting medium, liner/filter fabric, and check dams. 6. The Final Site Plan shall provide a plan detail for the flapper valve described in Construction Note 20 on Sheet C2. 7. To ensure a fully functioning water quality system and meet objectives of Springfield’s MS4 permit, the SDC and the EDSPM, the roadside drainage swale shall be fully vegetated with all vegetation species established prior to the Final Site Inspection. Alternatively, if this condition cannot be met, the applicant shall provide and maintain additional interim erosion control/water quality measures acceptable to the Development & Public Works Department that will suffice until such time as the roadside drainage swale vegetation becomes fully established. Conclusion: As conditioned herein, the proposal satisfies this sub-element of the criterion. Attachment 2, Page 6 of 16 Page 7 of 16 Streets and Traffic Safety Controls Finding 30: SDC 4.2-105.G.2 requires that whenever a proposed development will increase traffic on a City street system and that development has any unimproved street frontage abutting a fully improved street, that street frontage shall be fully improved to City specifications. Exception (i) notes that in cases of unimproved streets, an Improvement Agreement shall be required as a condition of development approval postponing improvements until such time that a City street improvement project is initiated. Finding 31: The subject site has approximately 530 feet of frontage on Mountaingate Drive along the southwest boundary. Along the site frontage, Mountaingate Drive is a fully improved minor collector street within a 60-foot wide right-of-way. The street currently lacks a curbside sidewalk along the property frontage and the applicant is proposing to construct the sidewalk with the pump station project. Staff observes that terminating the sidewalk at the northwest property boundary will leave a gap in the sidewalk as it currently terminates along the property frontage at 777 South 58th Street. To prevent a gap in the public sidewalk, the applicant will need to extend the sidewalk to the current terminus along the frontage of the adjacent residential property. Extension of the public sidewalk is a recommended condition of approval for the Discretionary Use permit for the project (Case TYP316-00001), which is incorporated herein by reference. Finding 32: It is expected that the existing transportation facilities would be adequate to accommodate the anticipated vehicular and pedestrian traffic patterns generated by the proposed development in a safe and efficient manner. After completion of construction and commencement of operations, traffic generated by the site would be limited to occasional visits by SUB personnel for site monitoring and maintenance. Recommended Condition of Approval: 8. The Final Site Plan shall provide for extension of the public sidewalk depicted along the Mountaingate Drive frontage of the site to a connection point with the existing sidewalk along the property frontage at 777 South 58th Street. Conclusion: As conditioned herein, the proposal satisfies this sub-element of the criterion. C. The proposed development shall comply with all applicable public and private design and construction standards contained in this Code and other applicable regulations. Finding 33: Criterion C contains three different elements with sub-elements and applicable code standards. The site plan application as submitted complies with the code standards listed under each sub-element unless otherwise noted with specific findings and conclusions. The elements, sub-elements and code standards of Criterion C include but are not limited to: 1. Infrastructure Standards in accordance with SDC 4.1-100, 4.2-100 & 4.3-100 Water Service and Fire Protection (4.3-130) Public and Private Easements (4.3-120 – 4.3-140) 2. Conformance with standards of SDC 5.17-100, Site Plan Review, and SDC 3.2-200 Low Density Residential Zoning District Low Density Residential District Schedule of Uses (3.2-210) Low Density Residential District Development Standards (3.2-215) Landscaping, Screening and Fence Standards (4.4-100) On-Site Lighting Standards (4.5-100) Vehicle Parking, Loading and Bicycle Parking Standards (4.6-100) Specific Development Standards for High Impact Public Facilities (4.7-160) 3. Overlay Districts and Applicable Refinement Plan Requirements Hillside Development Overlay District Attachment 2, Page 7 of 16 Page 8 of 16 C.1 Public and Private Improvements in accordance with SDC 4.1-100, 4.2-100 & 4.3-100 Water Service and Fire Protection (4.3-130) Access Finding 34: All fire apparatus access routes are to be paved all-weather surfaces able to support an 80,000 lb. imposed load in accordance with the 2014 Springfield Fire Code (SFC) 503.2.3 and SFC Appendix D102.1. Access to the project area is afforded from Mountaingate Drive. For the purposes of fire and emergency response, the aggregate surface proposed for the site access driveway should be sufficient. Finding 35: The applicant is proposing to widen and realign the site access driveway to facilitate access by maintenance and emergency vehicles. The proposed project design also provides for a turnaround hammerhead at the end of the access driveway. Finding 36: The applicant is proposing to install a fire hydrant inside the project area, adjacent to the proposed pump station building, which meets the requirements of the SFC. Finding 37: At least three (3) feet of clear space shall be maintained around the circumference of all fire hydrants in accordance with SFC 507.5.5. Working space around fire department connections shall be maintained 3 feet in width on both sides of the connection point; 3 feet in depth in front of the connection; and 78 inches in height above the connection in accordance with SFC 912.3.2. Finding 38: In accordance with SFC 912.3, immediate access to fire department connections shall be maintained at all times and without obstruction by fences, trees, shrubs, walls or any other objects. Water Supply Finding 39: The proposed development area is a public water utility installation that has a network of water pipelines emanating from the site. Therefore, water supply is assured for the proposed fire hydrant serving the project area. Conclusion: The proposal satisfies this sub-element of the criterion. Public and Private Easements (4.3-120 – 4.3-140) Finding 40: SDC 4.3-140.A requires applicants proposing developments to make arrangements with the City and each utility provider for the dedication of utility easements necessary to fully service the development or land beyond the development area. The minimum width for PUEs adjacent to street rights-of-way and internal to private properties shall be 7 feet, unless the Development & Public Works Director requires a larger easement to allow for adequate maintenance access. Finding 41: The subject property is a publicly-owned utility installation that has a network of underground water lines extending to and across adjoining properties and public rights-of-way. As such, the entire site is effectively a public easement and no additional easements are required to serve the subject property. Conclusion: Safe and efficient provision of public access and utilities requires the provision of corresponding access and utility easements. The proposal satisfies this sub-element of the criterion. Attachment 2, Page 8 of 16 Page 9 of 16 C.2 Conformance with Standards of SDC 5.17-100, Site Plan Review, and SDC 3.2-200, Low Density Residential Zoning District Low Density Residential Schedule of Uses (3.2-210) Finding 42: In accordance with SDC 3.2-210, high impact public utility facilities are allowable in the LDR District subject to special development standards, including but not limited to Discretionary Use and Site Plan Review. Finding 43: The applicant will need to obtain prior or concurrent Discretionary Use approval for the subject development at the Planning Commission public hearing meeting on April 19, 2016. The Discretionary Use request (Case TYP316-00001) for development of a high impact public facility in the LDR District is incorporated herein by reference. Recommended Condition of Approval: 9. Prior to or concurrent with approval of the tentative site plan the applicant shall obtain approval of a Discretionary Use request initiated by Planning Action TYP316-00001. Conclusion: As conditioned herein, the proposal satisfies this sub-element of the criterion. Low Density Residential Standards (3.2-215) Finding 44: In accordance with SDC 3.2-215, the minimum parcel size for properties on an east-west street is 4,500 ft2 with at least 45 feet of frontage. For parcels on a north-south street, the minimum size is 5,000 ft2 with at least 60 feet of frontage. Finding 45: In accordance with SDC 3.2-215, the minimum setbacks for structures is 10 feet for front, rear and street side yards, and 5 feet for interior side yards. Finding 46: In accordance with SDC 3.2-215 (Footnote 13), the maximum building height for structures within the Hillside Development Overlay District is 45 feet. Finding 47: The subject property is approximately 9.3 acres in size, which exceeds the requirements of SDC 3.2-215. Finding 48: The subject site has approximately 530 feet of frontage on Mountaingate Drive, which is oriented northwest-southeast along the property frontage. The frontage exceeds the requirements of SDC 3.2-215 for either an east-west or north-south street. Finding 49: The applicant is proposing to construct all structures more than 10 feet from any perimeter property line, which meets the requirements of SDC 3.2-215. Finding 50: The existing water reservoir tanks are approximately 35 feet high as measured from the finished grade surrounding the tanks. The proposed pump station building is shown to be approximately 19 feet high at the roof peak, which meets the requirements of SDC 3.2-215. Conclusion: The proposal satisfies this sub-element of the criterion. Landscaping, Screening and Fence Standards (4.4-100 & 4.7-160) Finding 51: In accordance with SDC 4.4-100, all required setbacks are to be landscaped. Acceptable forms of landscaping include trees, shrubs, turf grass and ground cover plants. Existing native vegetation that is proposed to be retained on the site is considered landscaping. Attachment 2, Page 9 of 16 Page 10 of 16 Finding 52: In accordance with SDC 4.7-160, high impact public facilities in the LDR District are to be screened and have at least 25 percent of the site landscaped. Finding 53: In accordance with SDC Table 4.4-1 (Footnote 5(a)), chain link fences in the LDR District may be up to 8 feet high for public utility facilities. The maximum fence height includes any barbed wire atop the chain link fencing. Finding 54: The submitted landscaping plan provides for re-vegetation of the disturbed portions of the site with trees, grasses and forbs. The edges of the reconfigured access driveway and main operational area of the site is proposed to contain low-growing, drought-tolerant native plants for ease of establishment and minimal maintenance. Because the site is not continuously occupied, it will not have a permanent irrigation system or ornamental plantings. The remainder of the site contains wooded hillside that will not be affected by the proposed development. Finding 55: The applicant’s landscaping plan does not show or provide for revegetation of the proposed water pipeline alignment down the lower portion of the hillside to a connection point in Mountaingate Drive. Slope stabilization and revegetation will be required for the water line alignment after installation and this should be depicted on the applicant’s landscaping plan. Finding 56: At project build-out more than 50% of the site will be vegetated, which exceeds the requirements of SDC 4.7-160. Finding 57: The applicant’s project landscaping plan provides for planting of trees along the southeastern (uphill) edge of the realigned access driveway to provide for replacement of trees removed during construction. According to the applicant’s project narrative, the trees will be a combination of native coniferous and deciduous trees that are four to six feet in height. However, the applicant’s landscaping plan (Sheet L1.0) provides a planting detail for bare root seedlings that are much smaller than four to six-foot nursery stock trees. Finding 58: Staff observes that site landscaping trees are typically a minimum 2-inch caliper standard instead of bare root seedlings. A four to six-foot tree standard is acceptable for revegetation of the site but will require a revision to the planting detail on Sheet L1.0. Finding 59: Staff recommends that the native soil is removed, stockpiled, and then re-applied within the regraded areas of the slope as it will retain a seed bank of native trees and shrubs that can recolonize the disturbed portions of the slope after project completion. Finding 60: There is no specific requirement to fence properties in the LDR District. However, the applicant has installed and is proposing to maintain security fencing around the perimeter of the reservoir tanks. In accordance with provisions of SDC Table 4.4-1, the chain link fencing has a barbed wire top and is 7 feet high. Finding 61: The applicant is proposing to install a retaining wall along the east (uphill) edge of the compound surrounding the water reservoir tanks. The site plans do not specify the height of the retaining wall, but all retaining walls over four feet (48”) in height are required to be engineered. Recommended Conditions of Approval: 10. The Final Site Landscaping Plan shall provide for revegetation of the water pipeline alignment along the hillside to its connection point at Mountaingate Drive. The species used for the waterline revegetation area shall be suitable native trees, grasses, and/or forbs. 11. The Final Site Landscaping Plan (Sheet L1.0) shall provide a revised tree list and planting detail for four to six-foot trees instead of bare root seedlings. Attachment 2, Page 10 of 16 Page 11 of 16 12. The Final Site Plan shall provide an engineered design for the retaining wall if it exceeds 48-inches in height. Conclusion: As conditioned herein, the proposal satisfies this sub-element of the criterion. On-Site Lighting Standards (4.5-100) Finding 62: In accordance with SDC 4.5-110.B.2.b, the maximum height of a freestanding light fixture within 50 feet of a residential district and riparian area, wetland, or other protected area shall not exceed 12 feet. Finding 63: The applicant is proposing to install wall-pack security lights on the front (west) side of the pump station building at the 10-foot level. Finding 64: The applicant is proposing to install two 12-foot high freestanding light fixtures to illuminate the ladder access points for the two water reservoir tanks. The proposed light fixtures should not cause glare or light trespass onto adjacent properties. Finding 65: The applicant is proposing to install exterior light fixtures on the north and south ends of the building at about the 16-foot level. Staff advises that the light fixtures will need to be reduced to the 12-foot level to comply with the residential lighting standards of SDC 4.5-110.B.2.b. Recommended Condition of Approval: 13. The Final Site Plan and building plans shall provide for installation of light fixtures on the north and south ends of the pump station building at or below the 12-foot height level. Conclusion: As conditioned herein, the proposal satisfies this sub-element of the criterion. Vehicle Parking, Loading and Bicycle Parking Standards (4.6-100) Finding 66: In accordance with SDC Table 4.6-2, there is no requirement for parking spaces to serve public utility facilities unless vehicles are to be parked there overnight. The applicant is not proposing to have on-site vehicle storage or overnight vehicle parking. Finding 67: In accordance with SDC Table 4.6-3, there is no requirement for bicycle parking for public utility facilities that do not have employees stationed on-site. The applicant is not proposing to have any employees stationed at the subject facility. Conclusion: The proposal satisfies this sub-element of the criterion. C.3 Overlay Districts and Applicable Refinement Plan Requirements Finding 68: The site is subject to provisions of the Hillside Development Overlay District, SDC 3.3-500. The applicant has submitted a Hillside Development Overlay District application under separate cover (Case TYP216-00015), which is incorporated herein by reference. Approval of the Hillside Development Overlay District permit is required prior to or concurrent with approval of the Final Site Plan for the project. Finding 69: High impact public utility facilities that are not shown in the adopted Public Facilities and Services Plan are a listed use in the LDR District subject to Discretionary Use procedures. The applicant has submitted a Discretionary Use request under separate cover (Case TYP316-00001) in accordance with SDC 5.9-100. Finding 70: The subject site is located outside the mapped Time of Travel Zones (TOTZs) for the City’s drinking water wellheads. Therefore, the site is exempt from provisions of the Drinking Water Protection Attachment 2, Page 11 of 16 Page 12 of 16 Overlay District. However, as a “Best Practices” recommendation for this site, care must be taken during site construction and operation to prevent contamination from chemicals that may spill or leak onto the ground surface, including fuel and automotive fluids (such as lubricants and antifreeze, etc.). Fluid-containing equipment, including vehicles parked on the site, shall be monitored for leaks and spills. Any chemical spills or leaks must be cleaned up immediately and cleanup materials disposed off-site in accordance with Lane County and State DEQ requirements. Recommended Condition of Approval: 14. Prior to or concurrent with approval of the Final Site Plan, the applicant shall obtain approval for a Hillside Development Overlay District permit as initiated by Planning Case TYP216-00015. Conclusion: As conditioned herein, the proposal satisfies this sub-element of the criterion. D. Parking areas and ingress-egress points have been designed to: facilitate vehicular traffic, bicycle and pedestrian safety to avoid congestion; provide connectivity within the development area and to adjacent residential areas, transit stops, neighborhood activity centers, and commercial, industrial and public areas; minimize curb cuts on arterial and collector streets as specified in this Code or other applicable regulations and comply with the ODOT access management standards for State highways. Finding 71: Installation of driveways on a street increases the number of traffic conflict points. The greater number of conflict points increases the probability of traffic crashes. Effective ways to reduce the probability of traffic crashes include: reducing the number of driveways; increasing distances between intersections and driveways; and establishing adequate vision clearance areas where driveways intersect streets. Each of these techniques permits a longer, less cluttered sight distance for the motorist, reduces the number and difficulty of decisions that drivers must make, and contributes to increased traffic safety. Finding 72: In accordance with SDC 4.2-120.C, site driveways shall be designed to allow for safe and efficient vehicular ingress and egress as specified in Tables 4.2-2 through 4.2-5, the City’s EDSPM, and the Springfield Development & Public Works Department’s Standard Construction Specifications. Ingress-egress points must be planned to facilitate traffic and pedestrian safety, avoid congestion, and minimize curb cuts on public streets. Finding 73: The applicant is proposing to modify the existing site driveway access on the north side of Mountaingate Drive. There are no other existing or proposed driveways along this stretch of Mountaingate Drive. The selected location offers good accessibility, sightlines, and vision clearance for maintenance vehicles entering and leaving the site. The applicant will need to obtain City permits for work within the public right-of- way to install the new curb cut and driveway approach for the site. Conclusion: The proposal satisfies this criterion. E. Physical features, including, but not limited to: steep slopes with unstable soil or geologic conditions; areas with susceptibility of flooding; significant clusters of trees and shrubs; watercourses shown on the Water Quality Limited Watercourse Map and their associated riparian areas; wetlands; rock outcroppings; open spaces; and areas of historic and/or archaeological significance, as may be specified in Section 3.3-900 or ORS 97.740-760, 358.905-955 and 390.235-240, shall be protected as specified in this Code or in State or Federal law. Finding 74: The Natural Resources Study, the National Wetlands Inventory, the Springfield Wetland Inventory Map, Wellhead Protection Overlay and the list of Historic Landmark Sites have been consulted and there are no natural features on this site that warrant special protection measures. Finding 75: The applicant is proposing to install a new 24-inch water pipeline between the pump station and the public water main in Mountaingate Drive. A portion of this alignment crosses a steeply-sloping hillside. Attachment 2, Page 12 of 16 Page 13 of 16 As stated above, the project is subject to a Hillside Development Overlay District approval initiated under Planning Case TYP216-00015 (Recommended Condition 14). Finding 76: The applicant is proposing to remove about 85 qualifying trees from the site and has submitted a Tree Felling Permit under separate cover (Case TYP216-00016) incorporated herein by reference. Approval of the Tree Felling Permit will be required prior to initiating any tree cutting and removal activity on the site. Finding 77: Stormwater runoff from the subject site eventually flows to the Willamette River system. This river is listed with the State of Oregon as a “water quality limited” stream for numerous chemical and physical constituents, including temperature. Provisions have been made in this decision for protection of stormwater quality. The proposed on-site stormwater treatment system consists of a vegetated roadside swale and on-site infiltration. At project completion, much of the site will be vegetated pervious surface that will facilitate stormwater infiltration. Finding 78: As previously noted and conditioned herein, groundwater protection must be observed during construction on the site. The applicant shall maintain the private stormwater facilities on the site to ensure the continued protection of surface water and groundwater resources. Recommended Condition of Approval: 15. Prior to or concurrent with approval of the Final Site Plan, the applicant shall obtain approval for a Tree Felling Permit as initiated by Planning Case TYP216-00016. Conclusion: As conditioned herein, the proposed development provides storm and ground water quality protection in accordance with SDC 3.3-200 and receiving streams have been protected in accordance with SDC 4.3-110 and 4.3-115. CONCLUSION: The Tentative Site Plan, as submitted and conditioned herein, complies with Criteria A-E of SDC 5.17-125. The subject Tentative Site Plan is hereby approved and incorporated by reference into the accompanying Hillside Development Overlay District approval (Case TYP216-00015) and Tree Felling Permit (Case TYP216-00016). WHAT NEEDS TO BE DONE BY THE APPLICANT TO OBTAIN FINAL SITE PLAN APPROVAL? Five copies of a Final Site Plan, the Final Site Plan application form and fees, and any additional required plans, documents or information are required to be submitted to the Planning Division within 90 days of the date of this letter (ie. by July 18, 2016). The application form and fee information is available on the City’s website here: http://www.springfield-or.gov/dpw/Permits.htm. In accordance with SDC 5.17-135 – 5.17-140, the Final Site Plan shall comply with the requirements of the SDC and the conditions imposed by the Director in this decision. The Final Site Plan otherwise shall be in substantial conformity with the tentative plan reviewed. Portions of the proposal approved as submitted during tentative review cannot be substantively changed during final site plan approval. Approved Final Site Plans (including Landscape Plans) shall not be substantively changed during Building Permit Review without an approved Site Plan Decision Modification. DEVELOPMENT AGREEMENT: In order to complete the review process, a Development Agreement is required to ensure that the terms and conditions of site plan review are binding upon both the applicant and the City. This agreement will be prepared by Staff upon approval of the Final Site Plan and must be signed by the property owner prior to the issuance of a building permit. SUMMARY OF RECOMMENDED CONDITIONS OF APPROVAL: 1. Prior to approval of the Final Site Plan, the applicant shall resubmit the project Stormwater Report stamped with the registered professional engineer’s seal. Attachment 2, Page 13 of 16 Page 14 of 16 2. Prior to approval of the Final Site Plan, the applicant shall enter into a maintenance agreement with the City whereby the applicant will provide routine maintenance for functionality of the roadside drainage swale. 3. Prior to approval of the Final Site Plan, the applicant shall provide an operations and maintenance plan to the City for review to ensure the long-term maintenance and operation of the roadside drainage swale. The plan should designate maintenance responsibility for operating and maintaining the system and should be distributed to all property owners and tenants of the site. 4. The Final Site Plan shall provide for inclusion of the “native seed mix” from Detail 3 on Sheet C11 as a separate table on Sheet L1.0. The extent of the “native seed mix” shall be depicted as a separate hatching pattern for the grass-lined swale areas. 5. The Final Site Plan shall provide for updating Detail 3 on Sheet C11 to be consistent with the City of Eugene Stormwater Management Manual detail in Appendix B for a grassy swale, including but not limited to channel geometry, depth of planting medium, liner/filter fabric, and check dams. 6. The Final Site Plan shall provide a plan detail for the flapper valve described in Construction Note 20 on Sheet C2. 7. To ensure a fully functioning water quality system and meet objectives of Springfield’s MS4 permit, the SDC and the EDSPM, the roadside drainage swale shall be fully vegetated with all vegetation species established prior to the Final Site Inspection. Alternatively, if this condition cannot be met, the applicant shall provide and maintain additional interim erosion control/water quality measures acceptable to the Development & Public Works Department that will suffice until such time as the roadside drainage swale vegetation becomes fully established. 8. The Final Site Plan shall provide for extension of the public sidewalk depicted along the Mountaingate Drive frontage of the site to a connection point with the existing sidewalk along the property frontage at 777 South 58th Street. 9. Prior to or concurrent with approval of the tentative site plan the applicant shall obtain approval of a Discretionary Use request initiated by Planning Action TYP316-00001. 10. The Final Site Landscaping Plan shall provide for revegetation of the water pipeline alignment along the hillside to its connection point at Mountaingate Drive. The species used for the waterline revegetation area shall be suitable native trees, grasses, and/or forbs. 11. The Final Site Landscaping Plan (Sheet L1.0) shall provide a revised tree list and planting detail for four to six-foot trees instead of bare root seedlings. 12. The Final Site Plan shall provide an engineered design for the retaining wall if it exceeds 48-inches in height. 13. The Final Site Plan and building plans shall provide for installation of light fixtures on the north and south ends of the pump station building at or below the 12-foot height level. 14. Prior to or concurrent with approval of the Final Site Plan, the applicant shall obtain approval for a Hillside Development Overlay District permit as initiated by Planning Case TYP216-00015. 15. Prior to or concurrent with approval of the Final Site Plan, the applicant shall obtain approval for a Tree Felling Permit as initiated by Planning Case TYP216-00016. Attachment 2, Page 14 of 16 Page 15 of 16 The applicant may submit permit applications to other City departments for review prior to final site plan approval in accordance with SDC 5.17-135 at their own risk. All concurrent submittals are subject to revision for compliance with the final site plan. A development agreement in accordance with SDC 5.17-140 will not be issued until all plans submitted by the applicant have been revised. CONFLICTING PLANS CAUSE DELAYS. ADDITIONAL INFORMATION: The application, all documents, and evidence relied upon by the applicant, and the applicable criteria of approval are available for free inspection and copies are available for a fee at the Development & Public Works Department, 225 Fifth Street, Springfield, Oregon. APPEAL: This Type II Tentative Site Plan decision is accompanied by, and is subordinate to, the Type III Discretionary Use Request initiated by Case TYP316-00001 and is therefore considered a Type III decision of the Planning Commission. As such, this decision may be appealed to the Springfield City Council. The appeal may be filed with the Development & Public Works Department by an affected party. Your appeal must be in accordance with SDC 5.3-100, Appeals. An Appeals application must be submitted with a fee of $2,468.00. The fee will be returned to the applicant if the City Council approves the appeal application. In accordance with SDC 5.3-115.B which provides for a 15-day appeal period and Oregon Rules of Civil Procedures, Rule 10(c) for service of notice by mail, the appeal period for this decision expires at 5:00 PM on May 4, 2016. QUESTIONS: Please call Andy Limbird in the Planning Division of the Development & Public Works Department at (541) 726-3784 or email alimbird@springfield-or.gov if you have any questions regarding this process. PREPARED BY Andy Limbird Senior Planner Attachment 2, Page 15 of 16 Page 16 of 16 Please be advised that the following is provided for information only and is not a component of the Site Plan Review decision. FEES AND PERMITS Systems Development Charges: The applicant must pay Systems Development Charges when the building permits are issued for developments within the City limits or within the Springfield Urban Growth Boundary. The cost relates to the amount of increase in impervious surface area, transportation trip rate, and plumbing fixture units. Systems Development Charges (SDCs) will apply to the construction of buildings and site improvements within the subject site. The charges will be based upon the rates in effect at the time of permit submittal for buildings or site improvements on each portion or phase of the development. Sanitary Sewer In-Lieu-Of-Assessment Charge: Pay a Sanitary Sewer In-Lieu-Of-Assessment charge in addition to the regular connection fees if the property or portions of the property being developed have not previously been assessed or otherwise participated in the cost of a public sanitary sewer. Contact the Engineering Division to determine if the In- Lieu-Of-Assessment charge is applicable [Ord. 5584]. Public Infrastructure Fees: It is the responsibility of the private developer to fund the public infrastructure. Other City Permits: Encroachment Permit or Sewer Hookup Permit (working within right-of-way or public easements). For example, new tap to the public storm or sanitary sewer, installation or repair of public sidewalk, or adjusting a manhole. The current rate is $301 for processing plus applicable fees and deposits. Land and Drainage Alteration Permits (LDAP). Contact the Springfield Development & Public Works Department at 541-726-5849 for appropriate applications/requirements. Additional permits/approvals may be necessary: Plumbing Permits Electrical Permits Building Permits Curb cut permit Paving permit Attachment 2, Page 16 of 16 Attachment 3, Page 1 of 15 Attachment 3, Page 2 of 15 Attachment 3, Page 3 of 15 Attachment 3, Page 4 of 15 Attachment 3, Page 5 of 15 Attachment 3, Page 6 of 15 Attachment 3, Page 7 of 15 Attachment 3, Page 8 of 15 Attachment 3, Page 9 of 15 Attachment 3, Page 10 of 15 Attachment 3, Page 11 of 15 Attachment 3, Page 12 of 15 Attachment 3, Page 13 of 15 Attachment 3, Page 14 of 15 Attachment 3, Page 15 of 15 Attachment 4, Page 1 of 13 Attachment 4, Page 2 of 13 Attachment 4, Page 3 of 13 Attachment 4, Page 4 of 13 Attachment 4, Page 5 of 13 Attachment 4, Page 6 of 13 Attachment 4, Page 7 of 13 Attachment 4, Page 8 of 13 Attachment 4, Page 9 of 13 Attachment 4, Page 10 of 13 Attachment 4, Page 11 of 13 Attachment 4, Page 12 of 13 Attachment 4, Page 13 of 13 0 E a a E 0rn 0 to a a 3 m in Q P OD to Ww z WW z z 0 d i in L 0 v w c0 a a s to a0 m D v i i OD VICINITY MAP_ NOT TO SCALE F"-] " Ji' m 191Alk All aim N LA1#uq" E 01 a] 1 11, W!!q 1!!q 0 alwal all 1001141 Di Vx1julobb I 1, 1 WATER DIVISION 202 SOUTH 18TH STREET SPRINGFIELD, OREGON 97477 PHONE: 541.744.3728 FAX: 541.746.0230 CONTACT: STEVEN WAGES, PROJECT MGR. SHEET INDEX. SHEET GENERALL SHEETS TITLE SHEET & VICINITY MAP G1 CIVIL SHEETS EXISTING CONDITIONS PLAN SITE & GRADING PLAN ROAD PROFILE EROSION CONTROL PLAN MATER PLAN ROAD DETAILS STORM DETAILS WATER DETAILS 1ESC DETAILS TESL NOTES SITE DETAILS C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 Al A2 ARCHITECT/CIVILlSTRUCTURAL PACE ENGINEERS, INC. 5000 MEADOWS ROAD, SUITE 345 LAKE OSWEGO, OREGON 97035 PHONE: 503.597.3222 FAX: 503.597.7655 CONTACT: PATRICK MURPHY, PE SE JIM SHAVER, PE PROCESS ENGINEER SPRINGFIELD UTILITY BOARD 202 S. 18th STREET SPRINGFIELD, OREGON 97477 PHONE: 541.746.8451 FAX: 541.746.0230 CONTACT: BART McKEE, PE ELECTRICAL ENGINEER OS ENGINEERING 1919 LAURA STREET SPRINGFIELD, OR 97477 PHONE: 541.393.3345 FAX: 541.505.8917 CONTACT JEFF TEEL, PE SCHIRMER SATRE GROUP 375 W. 4TH, SUITE 201 EUGENE, OR 97401 PHONE: 541.686.4540 FAX: 541.686.4577 CONTACT: RICHARD SATRE, LA SURVEY PROVIDED BY OTHERS: THE BOUNDARY, TOPOGRAPHIC INFORMATION AND MAP FEATURES SHOWN HEREON WERE PROVIDED BY THE CLIENT. PACE CLAIMS NO RESPONSIBILITY FOR ITS ACCURACY OR COMPLETENESS NOR ASSUMES ANY LIABILITY FOR ITS USE. 60 SUBMITTAL THESE DOCUMENTS HAVE BEEN REVIEWED BY: NAME: DATE: ilt 1L to io co = Z m r cin m — do M M O 00 pCLLo SON a N f V Vti S` N UD COMD O Y Lo 'j tom.) si .0 a ca caCL0 WU co CDCD tn z 0 W cc IN Q 0 0 Ln z ZQ O 4: \ W Z O 0 oQ 00 Z N Ln W Q t— w mo w tn z 0 W cc IN z O I— Q V) CL 1— Ln SEAL Q Z V a 06 I— W W V) W J F— P DRAINING NUMBER G1 SHEET: q OF 1 Q U O Z Z N Ln W Q t— w Z wL;.i F - o w CLo z O I— Q V) CL 1— Ln SEAL Q Z V a 06 I— W W V) W J F— P DRAINING NUMBER G1 SHEET: q OF 1Attachment 5, Page 1 of 16 0 ro CO T rov 0 0- En r- CV 0 N N aNli I rn 3 C0 0 xW U i 00 to I -- En WW z C9 z x WW z z aa i U) 0 a D X Is C0 a U) 0- E a r ro o0 im D ro C Q Nf h oo L2 CLa x_685= — 680= 665:-_= 660 - 660 655:_ 655.. N r LO i M C10 a) C/)M Mp -Cpm, : ICE0ca "_ d ON N E a a) M V U O LC,j y m) inc C> UC:) Y LO LO :U C. CCIDCL 1 1 0 CA 7 v- / \ S 0 o,55 2 / uLJ tj 00 N5'23'47"E \ Z a356.05 i / Ln — < Ld 00 0 H 7_7 _ 635-' ` rt--/// _ - is—GIJ ter `\ , \\\\ \\\\\\ ... \ \'` \ " -- .., _ .•-,'- —^^'Tv /6 .-. -_ " moi 640- 15' PRIVATE CONSERVATION EASEMENT — REF. 2 575 570-_:.L6L-, 570-- ----->I - ! 130 R 822.50 1:56,43 606.80 i \ \ \\ LIX- SITE SOIL CLASSIFICATION SOIL TYPE 89C—NEKIA SILTY CLAY LOAM AND 89F—NEKIA SILTY CLAY LOAM. HORIZ. 0 20 40 80 Scale In Feet 1'e— 1/0p LI pto-ri u.evi evl p t i i ` iAti ( 3 m Know what's below. Call before you dig. Date Received: FEB 2 6 2016 Original Submittal VrA-- N z 0 w OC Lq0_ WOO I z 0V) F_ r d- z CL 0 00 r~ z L V) Q U 0 E LL_ d d 0 QFLLJ Li UWzWJWZ3 0 Q fy_ z ft V) 0 0 W d - L q0_ WOO I z 0V) F_ r Q z CL 0 V r~ z L V) i X W SEAL: IIIt" rs VS In 79,447\ t N qs P, ER DRAWING NUMBER C1 SHEET: 1 OF 1 1Attachment 5, Page 2 of 16 v s, n 0 a n. n N 0 N N 0NU- 3 c 6 d N U d• i ww r i z ww z Z i 0 a i 0 of 0 E a s r - f v a 0 m tl 0 v v= a i 00 to i CHAIN LINK FENCE 1 v zo 40 so HORIZ. Scale In Feet 16- i \ 55 9 ,r-- 2gA M M EXISTING MANHOLE " `' 2 RIM 642 - / ON IE 638.4 4 t r moo`` EXISTING : ' `-'_ - --__ wiz Et • a, t y _ 00, 3'4 WATER TANK ass os - / 120 LF 12 PVC w DRAIN -- - PUMP STATION .. v S, EXISTING q0. TIE INTO EXISTING WATER TAN 18CHAIN LINK FENCE r sso IES 637.6 sus r 3 4 3 _ 1 _ 4 DITCH TOP 594 IE 587.2 g_ 9 = • R„r, A HOLE .,....,., r1,. 10 t f 36 00RI641.4E IE 32.50 _--- _ - IE 637.6 -&' 6b PVCPVC5 s j- e/ 0 0 00 R_2023 50'L-900 J_ 5 1: r ... ..- L-35.513 r`, 55, . 615_ - S5 5y ,- r 4 2, 6 IV s Ye,_. , _ _ UOe u d-14 53 44,13 r, 1480 OOr__: _ 11 LF 12 PVC DRAT ._ . »_.a . -~ 1 - 12 r<, Z 19 L _. RI .. • tit i t r 59210IE583.95 CONNECT TO EX 15 STORK PIPErr F{ X J u x r w e` _ t ° . `' i ' •''` - , SITE INFORMATION: e" ` PROJECT SITE AREA 403,108.31 SQUARE FEET (9.25 ACRES) NI; r DISTURBED AREA 85,383.95 SQUARE FEET (.96 ACRES) L -L a ' f \ ,...J --"'"` ..""'_ , - TED CUT VOLUME 15,875 CUBIC It c ,Y\ = TED FILL VOLUMEYARDS L ESTIMA 2 9 CUBIC YARDS f _ mA T 15,596 CUBIC YARDS CONSTRUCTION NOTES: I. INSTALL 3" MIN. OF 3/4" CRUSHED GRAVEL OVER 9" OF 1-1/4" CRUSHED GRAVEL COMPACTED TO A 95% MODIFIED PROCTOR OVER GEOTEXTILE FABRIC, 2. REMOVE EXISTING CHAIN LINK FENCE. 3. REMOVE EXISTING CHAIN LINK GATE. 4. INSTALL NEW CATCH BASIN PER DETAIL 4-13 C7 5. INSTALL NEW 12" PVC STORM PIPE. SEE SPECIFICATIONS, 6. CONSTRUCT NEW 20' WIDE GRAVEL ROAD SEE TYPICAL ROAD SECTION Q C2 7, PROTECT UTILITIES IN PLACE. 8. LIMITS OF CONSTRUCTION. 9. CONSTRUCT GRASS LINED SWALE PER DETAIL 0 C11 10. INSTALL NEW MANHOLE PER DETAIL 11. INSTALL CONCRETE SIDEWALK PER DETAIL 3-12 C6 12. INSTALL COMMERCIAL DRIVEWAY APRON PER DETAIL 3-22 C6 13. REMOVE & REPLACE EXISTING CURB PER DETAIL 3- 7 C6 14. REMOVE EXISTING GATE 15. REMOVE EXISTING ASPHALT 16. CONSTRUCT ECOLOGY BLOCK WALL 17. CONSTRUCT DRAINAGE SWALE PER DETAIL a 18. INSTALL NEW CHAIN-LINK FENCE WITH 3 STRANDS OF BARBED WIRE ON TOP OF FENCE. MATCH EXISTING FENCE. SEE SPECIFICATIONS AND DETAIL 19. INSTALL NEW 20' WIDE DOUBLE SWING GATE PER DETAIL C11 r , pPROPOSED PUMP ST TIO 801 SQUARE FEET PROPOSED GENERATOR PAD 348 SQUARE FEET E - PROPOSED APRON 329 SQUARE FEET PROPOSED BLDG OVERHANGS 192 SQUARE FEETLj 1 ,srt EXIJySTING NORTH WATER TANK 4,172 SQUARE FEET IiLJ EXISTING _ STING SOUTH WATER TANK 6,667 SQUARE FEET NEW IMPERVIOUS AREA 1,670 SQUARE FEET 39'30;' EXISTING GRAVEL AREA 21,400 SQUARE FEET AF- R 822.50AREA 1,00EXISTITINGGPAVEMENTA7 SQUARE FEET L W9.94' NEW GRAVEL AREA 39,200 SQUARE FEET Sl•31'18"w f' # ,QH NET NEW GRAVEL AREA 17,800 SQUARE FEET 606.80 - - - - - - - - ! 20. OUTLET FROM RESERVOIR OVERFLOW PIPING INTO ROAD SIDE SWALE. INSTALL FLAPPER VALVE 20'-0" 2% 6'-0" ENTRY ROAD LINE TABLE BEARING LENGTH L1 N50'52'43"E 25.88' L2 N120'42'53" 33.60' L3 N06*32'53"W 49.14' 3" MIN. OF 3/4" CRUSHED -' GRAVEL OVER 9" 1- 1/4" CRUSHED GRAVEL COMPACTED TO 959 MODIFIED PROCTOR NOTE: 1. ACCESS ROAD TO SUPPORT 80,000 LBS. GEOTEXTILE FABRIC 1 T'YP' OAL ROAD SECTION _ 1"C SCALE. 1"=5' spm .. t,--t y 13oa-- ami 0 z M r. - CO LOCM C O ca0 O f0 4 Cr W - _ Q N s. U) N (O O mmCtsCn Un=3fA Q --- O M OYLO 'j U UD __j C t? a. W cac C' C' en LUW 00 Ld ENTRY ROAD CURVE TABLE U DELTA RADIUS LENGTH C1 63'3536" 30.00' 33.30' C2 06'09'44" 75.00' 8.07' C3 1075'11" 75.00' 13.64' C4 1 09'26'36» 75.00' 12.36' C511'42'24" oQ 75.00' 15.27' C6 04'27'50" 75.00' 5.84' 3" MIN. OF 3/4" CRUSHED -' GRAVEL OVER 9" 1- 1/4" CRUSHED GRAVEL COMPACTED TO 959 MODIFIED PROCTOR NOTE: 1. ACCESS ROAD TO SUPPORT 80,000 LBS. GEOTEXTILE FABRIC 1 T'YP' OAL ROAD SECTION _ 1"C SCALE. 1"=5' spm .. t,--t y 13oa-- ami 0 z M r. - CO LO CM C O ca0 O f0 4 Cr W - _ Q N s. U) N (O O mmCtsCn Un=3fA Q --- O M OYLO 'j U UD __j C t? a. W cac C' C' en LUW 00 Ld N Z 0 v) w W Wan o- U II Lil r7 N o z 00 U a Z W Li OfZ o ME oQo cn 200 m Of T-4m N Z 0 v) w W Wan Z,-vj Aft w ppSEAL Q n t"I1 fC' S F.NG1 NE, 79,447 N qs P FERR DRAWING NUMBER Know what' s b@IOW. 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I = -", Q- 111'1'111' - - "I --- I - - uo'-'.---<"' SPRINGFIELD UTILITY BOARD SPRINGFIELD, OR "I., - - - I - -:' k " I. -- --- -,-,---- --: 1--" "-- (zz'zII , IX vi 27f :CllrlI . - I- - I ---- 202 SOUTH 18TH STREET I,/ -- - I - -- I --- -<E F-1 ,I) 1---" I "-, , - - ,,, u j. '-' 11- 71. -1SPRINGFIELD, OR., 97477 - - - - -U EAd": 1 I --- k ' '' , N i I 1 PHONE: 541-744-3728 LATITUDE 144* 02' 19.70" N, LONGITUDE = 122* 55' 33.19" W i ---- 1J-'-7,,,-::-&,j6, lr-- I - I - ' F -A AENMEEFUNGFIRM I -' -- -- - - I ' I" / II ' jL-- -',-- J"-':S'- - - k-' j--)'z--- - - , 11 I , ' - , 0 c) Ld 0 0- 1 71z - - -,- PACE ENGINEERS, INC. MOMF" MSQ9"ON: 0 z --- 11 CONTACT: JIM SHAVER, P.E. 2 z5000MEADOWS ROAD, SUITE 345 TAX LOTS 18-02-03-00 LOTS 800/801; 18-02-03-22, LOTS 7700/ 8000; CL Z/' I LAKE OSWEGO, OR 97035 18-02-04-11, LOTS 8100/8600 OF SPRINGFIELD, LANE COUNTY, OREGON LEGEND: r--1- Ln I,,,, " PHONE. 503- 597-3222 I - " I', I I FAX: 503- 597-7655 I I STRAW MULCH NAPMTW PT10m EXISTING SITE CONDITIONS 1: -"' ...: * . PROPOSED GRAVEL EXIS11NG RESERVOIR FACILITY FOR SPRINGFIELD UTILITY BOARD. CONSISTS OF a- - ommmom PROPERTY LINE ( P ) TWO TANK RESERVOIRS & GRAVEL. LI EDGE OF EXISTING GRAVEL12EVELOPED -CONDITIONS 960 - EXISTING INDEX CONTOUR REGRADED SITE TO ADD NEW 20' WIDE GRAVEL ACCESS ROAD AND EXISTING INTERMEDIATE CONTOUR CONSTRUCT NEW PUMP STATION. 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U) Co in CL w Q' PORTLAND CEMENT CONCRETE _PAVEMENTP Q i/2 PAVEMENT WIDTH -- --- -z VQ Key JointCRUSHEDROCKBALLAST 12" MIN- PLACED PRIOR TO PAVING 7" (MINIMUM) PORTLAND CEMENT CONCRETE i CITY STANDARD CURB & GUTTER REFER TO STD DWG 3- 5 Sar Cut I 3 REFER TIED CONTRACTION JOINT 2% MiN CROSS SLOPE CROWN 2% M-_.._._#M,. 5% MIN REFER TO STD DWG 3- 9 I - - 4 Ye . . n F 6 (MINIMUM) 3/4" MINUS CRUSHED ROCK FIRM COMPACTED SUBGRADE CONCRETE PAVEMENT JOINTING NOTES REFER TO STANDARD DRAWING 3-9 FOR JOINTING DETAILS i FOR WET SOIL OR WINTER WEATHER CONTRUCTION, OVER EXCAVATE AS DIRECTED BY THE CITY INSPECTOR (8" MIN) PLACE GEOTEXTILE FABRIC AND REPLACE WITH ADDITIONAL 1 1/2" MINUS CRUSHED ROCK. OCTOBER THROUGH MAY TYPICALLY No_TEs c STRUCTURAL THICKNESS IDENTIFIED ON THESE SECTIONS ARE THE MINIMUMS FOR DRY FIRMLY COMPACTED SUBGRADE. THE CITY INSPECTOR MAY REQUIRE OVER EXCAVATION (8" MINIMUM) AND THE PLACEMENT OF GEOTEXTILE FABRIC AND ADDITIONAL CRUSHED ROCK TO ENSURE A FIRM PAVEMENT BASE. c REFER TO SPRINGFIELD STANDARD SPECIFICATIONS FOR ROADWAY STRUCTURE COMPACTION REQUIREMENTS A PARABOLIC CROWN MAY BE UTILIZED ON LOCAL RESIDENTIAL STREETS. REFER TO STANDARD DRAWINGS 3- 4 FOR DETAILS. SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6. 0 SACK MIX CONCRETE k CURBS & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6. 3 SACK MIX CONCRETE k CONCRETE PAVEMENT SHALL BE 4000 PSI FIELD STRENGTH (4600 PSI LAB STRENGTH) 7.0 SACK MIX CONCRETE WITH 1 1/2" MINUS FRACTURED AGGREGATE. PAVEMENT MIX DESIGNS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO THE SCHEDULED PAVING DATE. CzWW"'Wm'mx J x%s - %\%% -w wwm S\D>E`> km, %\%% `5 m CEDER -\` t4 mC 1\an a.T. _N \ ' ..\•.-_N \ INWIAI CTAT WVJ\V\`t 11V\\`1\J \C\ "II '"STOIC T VJJ\O%_T__ CURBSIDE SIDEWALK 50:1 MAX. SLOPE I S' off= WIDTH PER PIANS (5' TYPICAL) ; 1V LOAM -Tr ukE 2" MINIMUM OF 3/ 4" MINUS COMPACTED SUBGRADE COMPACTED CRUSHED ROCK 4" MINIMUM P.C. CONCRETE SETBACK SIDEWALK 4H : 1V MAX SLOPE TO PROPERTY UNE — D0.5m EXISTING 50:1 TYPICAL SLOPE 50:1 MAX. SLOPE Q PAVING 6M & CANTER PLANTER STRIP WIDTH PER PLANS (4.5' 1YP#CQ SIDESMGLK WIDTH PER PLANS (5' TYPICAIJ &" TAIA41 I 6" MINIMUM LOAM LOAM Q o , tY FIRM COMPACTED SUBGRADE 2" MINIMUM OF 3/4" MINUS CRUSHED ROCK BALLAST COMPACTED CRUSHED ROCK PLACED PRIOR TO STREET PAVEMENT 4" MINIMUM P.C. CONCRETE @ER PVaNS I zz W IIIf ai zz WIa 0It NOTES c NO ABOVEGROUND FACILITIES (FIRE HYDRANTS, POWER POLES, CATCH BASINS, VALVES, J -BOXES, ETC.) SHALL BE PERMITTED WITHIN THE SIDEWALK AREA Jc ALL SURFACES SHALL HAVE A BROOM FINISH. k SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6. 0 SACK MiX CONCRETE k CURBS & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6. 3 SACK MIX CONCRETE DRIVEWAY (INCLUDING TRANSITION WING) SHALL NOT CROSS PROPERTY LINE PROJECTION R SAWCUT 4" DEEP (MIN) AS CLOSE TO THE CURB AS PRACTICABLE PROPERTY UNE PROJECTION PNNB iEN CURB REMOVAL _ _ CURB_ REPLACEMENT FOR DRIVEWAY OR RAMP PLACEMENT WITH STANDARD CURB 4 " MAXIMUM MAXIMUM 1) SAWCUT 4" DEEP AS CLOSE r ;; (1) SAWCUT 4" DEEP AS CLOSE TO CURB AS PRACTICABLE I TO CURB AS PRACTICABLE aPPREXISTINGEX($j NG •GU1`TfiR BAR AOACH a GUTTER BAR 2) BR ASC (2) BREAK 3) REMOVE CURB (3) REMOVE APPROACH DRILL 3/4" x 4 1/2" HOLES INTO EXISTING GUTTER BAR 24" O.C. - FILL HOLE WITH EPDXY CONTRACTION JOINT AND INSERT 8" LONG #5 REBAR INTO HOLE 3/4" LIP IF REQ'D) PRIOR TO POURING NEW CURB. APPROACH EXISTING . EXISTING GUTTER BAR t a GUTTER BAR NOTES c EXISTING GUTTER BAR SHALL NOT BE REMOVED WITHOUT PRIOR APPROVAL BY THE CiTY c CURB CUT WIDTH SHALL BE IN ACCORDANCE WITH PERMIT k ALTERNATIVELY, CURB CUTS MAY BE SAWED USING THE " PRECISION CUT" METHOD OR EQUIVALENT SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6. 0 SACK MiX CONCRETE k CURBS & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6.3 SACK MIX CONCRETE DEDICATE RIGHT OF WAY AS NECESSARY TO CONTAIN oN SEF£ DRAINAGE SHALL PEDESTRIAN PATH FLOW ONTO PROPERTY DNmNEwalc N\DI\ 8" THICK 3500 PSI FIELD STRENGTH Ezo Fcc\o\ of (4025 PSI LAB STRENGTH) 6.3 SACK PROPER`t \SNE MIX REINFORCED CONCRETE ON 2" OF A - - - - -- COMPACTED 3/4" MINUS CRUSHED ROCK i A\\ 1 ; `e t.si ll L.Q lit ;vi W • \' - `\ A ? $ 1 RAMP SLOPE 1 `• ` ` t `• : 'i, 5 !1\H ' 12:1 ?l'PLCAL 3L4• --"C}3Ct8 k. CARER i Iva 1 Vi\DDA, 6 %4 FC mm - 35 A 1 FZ ummuUM kn-\ EXZENO 3E`(OND PROJECT\CSN OF PROPER-`t UNE SECTION A — A 12:1 TYPICAL 50:1 MAX SLOPE 8" THICK 3500 PSI FIELD STRENGTH 5' MIN 5' MIN. (4025 PSI LAB STRENGTH) 6.3 SACK 3% 4" ttP MiX REINFORCED CONCRETE a a 4 REBAR - 12" ON CENTER BOTH WAYS PLACED 2" ABOVE THE BOTTOM OF SLAB I 1 ' 2" OF 3/ 4" MINUS i_. __ -; t - i COMPACTED CRUSHED ROCK NOTES NO FXM ' (fff HYDRANTS, POWER POLES, CATCH BASINS, VALVES, J- BOXES, ETC.) SHALL BE PERMITIED VIIIA THE APRON OR RAMP AREA DRIVEWAY {THROAT) WIDTH SHALL BE BETWEEN 24 FEET (MINIMUM) AND 35 FEET ( MAXIMUM) IN ACCORDANCE WITH CiTY PERMITS. c ALL SURFACES SHALL HAVE A BROOM FINISH. REFER TO STANDARD DRAWING 3 -XX FOR CURB CUT DETAILS c CONCRETE WITHIN APPROACH SHAD. BE 8" THICK ( MiN) CONCRETE ON 2' OF 3/ 4" MINUS CRUSHED ROCK. REINFORCEMENT LS REQUIRED. USE #4 REBAR - 12" ON CENTER - BOTH WAYS - PLACED 2" ABOVE THE BOTTOM OF THE SLAB A CONTRACTION (SCORE) JORA SHALL BE ADDED IN THE CENTER OF THE APRON. SIDEWALKS. ACCESS RAMPS. AND RESIIDENTIAIL DRIVEWAYS SHALL BE 30DO PSI FiELD STRENGTH (3450 PSI LAB SiREFIGTH) 6. 0 SACK MiX CONCRETE CURBS & COMMERCIAL DRIVEWAYS SHALL BE = PSI FOLD STRENGTH (4025 PSi LAB STRENGTH) 6. 3 SACK MIX CONCRETE SIDEWALK ACCESS RAMP NOTES THIS DRIVEWAY APPROACH MAY NOT BE USED AS A SIDEWALK ACCESS RAMP. ASPHALT CONCRETE PAVEMENT STmmmW DRAWING 3- 10 M ~ tUn LIN mmm GOM o 1/2 PAVEMENT WIDTH tB OW- a. Z 12" MIN- CRUSHED ROCK BALLAST PLACED PRIOR TO PAVING 4" (MINIMUM) ASPHALT CONCRETE 2" THICK CLASS 'C' WEARING COURSE OVER CLASS 'B' BASE COURSE(S) I M CITY STANDARD CURB & GUTTER f— 1REFERTOSTDDWG3- 5 PLACED IN 2" - 3" LIFTS 2-2% CAIN CROSS SLOPE CROWN2%Mi,,M,- f MIN j U i CL 12" (MINIMUM) 1 1/2" MINUS CRUSHED ROCK FOR WET SOIL OR WINTERWEATHER FIRM COMPACTED SUBGRADE CONTRUCTSON, OVER EXCAVATEEVATE AS DIRECTED BY THE CITY INSPECTOR (8" MIN) PLACE GEOTEXTILE FABRIC AND REPLACE WITH ADDITIONAL 1 1/2" MINUS CRUSHED ROCK. OCTOBER THROUGH MAY TYPICALLY Q' PORTLAND CEMENT CONCRETE _PAVEMENTP Q i/2 PAVEMENT WIDTH -- --- -z VQ Key JointCRUSHEDROCKBALLAST 12" MIN- PLACED PRIOR TO PAVING 7" (MINIMUM) PORTLAND CEMENT CONCRETE i CITY STANDARD CURB & GUTTER REFER TO STD DWG 3- 5 Sar Cut I 3 REFER TIED CONTRACTION JOINT 2% MiN CROSS SLOPE CROWN 2% M-_.._._#M,. 5% MIN REFER TO STD DWG 3- 9 I - - 4 Ye . . n F 6 (MINIMUM) 3/4" MINUS CRUSHED ROCK FIRM COMPACTED SUBGRADE CONCRETE PAVEMENT JOINTING NOTES REFER TO STANDARD DRAWING 3-9 FOR JOINTING DETAILS i FOR WET SOIL OR WINTER WEATHER CONTRUCTION, OVER EXCAVATE AS DIRECTED BY THE CITY INSPECTOR (8" MIN) PLACE GEOTEXTILE FABRIC AND REPLACE WITH ADDITIONAL 1 1/2" MINUS CRUSHED ROCK. OCTOBER THROUGH MAY TYPICALLY No_TEs c STRUCTURAL THICKNESS IDENTIFIED ON THESE SECTIONS ARE THE MINIMUMS FOR DRY FIRMLY COMPACTED SUBGRADE. THE CITY INSPECTOR MAY REQUIRE OVER EXCAVATION (8" MINIMUM) AND THE PLACEMENT OF GEOTEXTILE FABRIC AND ADDITIONAL CRUSHED ROCK TO ENSURE A FIRM PAVEMENT BASE. c REFER TO SPRINGFIELD STANDARD SPECIFICATIONS FOR ROADWAY STRUCTURE COMPACTION REQUIREMENTS A PARABOLIC CROWN MAY BE UTILIZED ON LOCAL RESIDENTIAL STREETS. REFER TO STANDARD DRAWINGS 3- 4 FOR DETAILS. SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6. 0 SACK MIX CONCRETE k CURBS & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6. 3 SACK MIX CONCRETE k CONCRETE PAVEMENT SHALL BE 4000 PSI FIELD STRENGTH (4600 PSI LAB STRENGTH) 7.0 SACK MIX CONCRETE WITH 1 1/2" MINUS FRACTURED AGGREGATE. PAVEMENT MIX DESIGNS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO THE SCHEDULED PAVING DATE. CzWW"'Wm'mx J x%s - %\%% -w wwm S\D>E`> km, %\%% `5 m CEDER -\` t4 mC 1\an a.T. _N \ ' ..\•.-_N \ INWIAI CTAT WVJ\V\`t 11V\\`1\J \C\ "II '"STOIC T VJJ\O%_T__ CURBSIDE SIDEWALK 50:1 MAX. SLOPE I S' off= WIDTH PER PIANS (5' TYPICAL) ; 1V LOAM -Tr ukE 2" MINIMUM OF 3/ 4" MINUS COMPACTED SUBGRADE COMPACTED CRUSHED ROCK 4" MINIMUM P.C. CONCRETE SETBACK SIDEWALK 4H : 1V MAX SLOPE TO PROPERTY UNE — D0.5m EXISTING 50:1 TYPICAL SLOPE 50:1 MAX. SLOPE Q PAVING 6M & CANTER PLANTER STRIP WIDTH PER PLANS (4.5' 1YP#CQ SIDESMGLK WIDTH PER PLANS (5' TYPICAIJ &" TAIA41 I 6" MINIMUM LOAM LOAM Q o , tY FIRM COMPACTED SUBGRADE 2" MINIMUM OF 3/4" MINUS CRUSHED ROCK BALLAST COMPACTED CRUSHED ROCK PLACED PRIOR TO STREET PAVEMENT 4" MINIMUM P.C. CONCRETE @ER PVaNS I zz W IIIf ai zz WIa 0It NOTES c NO ABOVEGROUND FACILITIES ( FIRE HYDRANTS, POWER POLES, CATCH BASINS, VALVES, J -BOXES, ETC.) SHALL BE PERMITTED WITHIN THE SIDEWALK AREA Jc ALL SURFACES SHALL HAVE A BROOM FINISH. k SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6. 0 SACK MiX CONCRETE k CURBS & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6. 3 SACK MIX CONCRETE DRIVEWAY (INCLUDING TRANSITION WING) SHALL NOT CROSS PROPERTY LINE PROJECTION R SAWCUT 4" DEEP (MIN) AS CLOSE TO THE CURB AS PRACTICABLE PROPERTY UNE PROJECTION PNNB iEN CURB REMOVAL _ _ CURB_ REPLACEMENT FOR DRIVEWAY OR RAMP PLACEMENT WITH STANDARD CURB 4 " MAXIMUM MAXIMUM 1) SAWCUT 4" DEEP AS CLOSE r ;; (1) SAWCUT 4" DEEP AS CLOSE TO CURB AS PRACTICABLE I TO CURB AS PRACTICABLE aPPREXISTINGEX($j NG •GU1`TfiR BAR AOACH a GUTTER BAR 2) BR ASC (2) BREAK 3) REMOVE CURB (3) REMOVE APPROACH DRILL 3/4" x 4 1/2" HOLES INTO EXISTING GUTTER BAR 24" O.C. - FILL HOLE WITH EPDXY CONTRACTION JOINT AND INSERT 8" LONG #5 REBAR INTO HOLE 3/4" LIP IF REQ'D) PRIOR TO POURING NEW CURB. APPROACH EXISTING . EXISTING GUTTER BAR t a GUTTER BAR NOTES c EXISTING GUTTER BAR SHALL NOT BE REMOVED WITHOUT PRIOR APPROVAL BY THE CiTY c CURB CUT WIDTH SHALL BE IN ACCORDANCE WITH PERMIT k ALTERNATIVELY, CURB CUTS MAY BE SAWED USING THE "PRECISION CUT" METHOD OR EQUIVALENT SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6. 0 SACK MiX CONCRETE k CURBS & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6.3 SACK MIX CONCRETE DEDICATE RIGHT OF WAY AS NECESSARY TO CONTAIN oN SEF£ DRAINAGE SHALL PEDESTRIAN PATH FLOW ONTO PROPERTY DNmNEwalc N\DI\ 8" THICK 3500 PSI FIELD STRENGTH Ezo Fcc\o\ of (4025 PSI LAB STRENGTH) 6.3 SACK PROPER`t \SNE MIX REINFORCED CONCRETE ON 2" OF A - - - - -- COMPACTED 3/4" MINUS CRUSHED ROCK i A\\ 1 ; `e t.si ll L.Q lit ;vi W • \' - `\ A ? $ 1 RAMP SLOPE 1 `• ` ` t `• : 'i, 5 !1\H ' 12:1 ?l'PLCAL 3L4• --"C}3Ct8 k. CARER i Iva 1 Vi\DDA, 6 %4 FC mm - 35 A 1 FZ ummuUM kn-\ EXZENO 3E`(OND PROJECT\CSN OF PROPER-`t UNE SECTION A — A 12:1 TYPICAL 50:1 MAX SLOPE 8" THICK 3500 PSI FIELD STRENGTH 5' MIN 5' MIN. (4025 PSI LAB STRENGTH) 6.3 SACK 3% 4" ttP MiX REINFORCED CONCRETE a a 4 REBAR - 12" ON CENTER BOTH WAYS PLACED 2" ABOVE THE BOTTOM OF SLAB I 1 ' 2" OF 3/ 4" MINUS i_. __ -; t - i COMPACTED CRUSHED ROCK NOTES NO FXM ' (fff HYDRANTS, POWER POLES, CATCH BASINS, VALVES, J- BOXES, ETC.) SHALL BE PERMITIED VIIIA THE APRON OR RAMP AREA DRIVEWAY {THROAT) WIDTH SHALL BE BETWEEN 24 FEET (MINIMUM) AND 35 FEET (MAXIMUM) IN ACCORDANCE WITH CiTY PERMITS. c ALL SURFACES SHALL HAVE A BROOM FINISH. REFER TO STANDARD DRAWING 3 -XX FOR CURB CUT DETAILS c CONCRETE WITHIN APPROACH SHAD. BE 8" THICK ( MiN) CONCRETE ON 2' OF 3/ 4" MINUS CRUSHED ROCK. REINFORCEMENT LS REQUIRED. USE #4 REBAR - 12" ON CENTER - BOTH WAYS - PLACED 2" ABOVE THE BOTTOM OF THE SLAB A CONTRACTION (SCORE) JORA SHALL BE ADDED IN THE CENTER OF THE APRON. SIDEWALKS. ACCESS RAMPS. AND RESIIDENTIAIL DRIVEWAYS SHALL BE 30DO PSI FiELD STRENGTH (3450 PSI LAB SiREFIGTH) 6. 0 SACK MiX CONCRETE CURBS & COMMERCIAL DRIVEWAYS SHALL BE = PSI FOLD STRENGTH (4025 PSi LAB STRENGTH) 6. 3 SACK MIX CONCRETE SIDEWALK ACCESS RAMP NOTES THIS DRIVEWAY APPROACH MAY NOT BE USED AS A SIDEWALK ACCESS RAMP. NOTE: CONFINE DRIVEWAY WiTHIN LINES PERMISSIBLE TO PLACE EITHER PERPENDICULAR TO CURB LINE AND A.C. OR P.C. CONCRETE. PASSING THROUGH LOT CORNERS. AAI.' \\ _PRUM LK j -------- 4 ACW 00064 iftwt 6.: TF(! P.C:THRC+I I•10 :a -r . • . u ALs` ;\ 6APPiMTA mON - PARK 411 -, Y C.R. IIS 3/r- Cin am-- E7BSI11C C/6 OR TO K CW= = V= =MY PAY= f COMMERCIAL DRIVEWAY 35 FOOT MAXIMUM CONSTRUCTING THE DRIVEWAY APPROACH I. W SIDEWALK EX15TS, ROM AND REPLACE A SWRABLE AMOLRiT OF WALK TO MEET THE DRIVEWAY GRADE. MAXIMUM SIDEWALK SLOPE IS 12:1 2 E%TW SDEWALK TO BE SAWWT AND EXPANSION JWM PLACED CONCRETE STRENGTH RELWEEN THE NEW AND DOM SIDEWALK FIELD STRENGTH LAB STRENGTH 3000 PSI 3450 PSI 3. IF IN CONAUNCt10N WITH SIDEWALK CXIIISIRUCLION, DRIVEWAY SHALL 3500 PSI 4025 PSI MEET SIDEWAIX GRADE. 4. IF FURK SIDEVALKS ARE TO BE BALI, THE DRIVEWAY APPROACH SHALL. BE CONSiRUCim TO THE EDGE OF THE RJTIRtE SIDEWALK WARESi THE PROPERTY LRE AND TO THE FOTURE SIDEWALK GRADE. 5. PORTLAND CEMENT CONE DRIVEWAY APPROACH TO BE PLACED AT THE MrABLIStED GRADE SET BY THE ENGINEEIL DRIVEWAY mgr 01111000 SIDEWALK 8" MIN. THI ' 3500 PSI FIELD 2" MIN. COMPAC V C.R. CUttEk 1 3/4" IF TRANSITIONS 6' MINIMUM PruE.-•------------- INDUSTRIAL REINFORCED 4 BARS ON 12" CENTERS BOTH WAYS Y ABOVE BOTTOM OF SLAB OR 2 LAYERS OF 66X6X10 WELDED WIRE MESH. NO REMIZIN DATE BY CURBSIDE COMMERCIAL DRIVEWAY APRON SIDEWALK Al Peroaka City EveneeT 2m STmmmW DRAWING 3- 10 M ~ tUn LIN mmm NOTE: CONFINE DRIVEWAY WiTHIN LINES PERMISSIBLE TO PLACE EITHER PERPENDICULAR TO CURB LINE AND A.C. OR P.C. CONCRETE. PASSING THROUGH LOT CORNERS. AAI.' \\ _PRUM LK j -------- 4 ACW 00064 iftwt 6.: TF(! P.C:THRC+I I•10 :a -r . • . u ALs` ;\ 6APPiMTA mON - PARK 411 -, Y C.R. IIS 3/r- Cin am-- E7BSI11C C/6 OR TO K CW= = V= =MY PAY= f COMMERCIAL DRIVEWAY 35 FOOT MAXIMUM CONSTRUCTING THE DRIVEWAY APPROACH I. W SIDEWALK EX15TS, ROM AND REPLACE A SWRABLE AMOLRiT OF WALK TO MEET THE DRIVEWAY GRADE. MAXIMUM SIDEWALK SLOPE IS 12:1 2 E%TW SDEWALK TO BE SAWWT AND EXPANSION JWM PLACED CONCRETE STRENGTH RELWEEN THE NEW AND DOM SIDEWALK FIELD STRENGTH LAB STRENGTH 3000 PSI 3450 PSI 3. IF IN CONAUNCt10N WITH SIDEWALK CXIIISIRUCLION, DRIVEWAY SHALL 3500 PSI 4025 PSI MEET SIDEWAIX GRADE. 4. IF FURK SIDEVALKS ARE TO BE BALI, THE DRIVEWAY APPROACH SHALL. BE CONSiRUCim TO THE EDGE OF THE RJTIRtE SIDEWALK WARESi THE PROPERTY LRE AND TO THE FOTURE SIDEWALK GRADE. 5. PORTLAND CEMENT CONE DRIVEWAY APPROACH TO BE PLACED AT THE MrABLIStED GRADE SET BY THE ENGINEEIL DRIVEWAY mgr 01111000 SIDEWALK 8" MIN. THI ' 3500 PSI FIELD 2" MIN. COMPAC V C.R. CUttEk 1 3/4" IF TRANSITIONS 6' MINIMUM PruE.-•------------- INDUSTRIAL REINFORCED 4 BARS ON 12" CENTERS BOTH WAYS Y ABOVE BOTTOM OF SLAB OR 2 LAYERS OF 66X6X10 WELDED WIRE MESH. NO REMIZIN DATE BY CITY OF SPRINGFIELD DEPT. OF PUBLIC WORKS s = , OR Orr COMMERCIAL /INDUSTRIAL P.C. CONCRETE DRIVEWAY APPROACHES STmmmW DRAWING 3- 10 M ~ co tUn chi ami 00 - H W L` -I z 0 M ~ co tUn GOMm Zx tB OW- a. t0 0 ziiz N co E I M V U C5 L L0 i= O C'j 3i O cn K Y LO j U CL chi N z O v'1 w m ri Lil Q ¢ T -L 00 - H W L` -I z 0 U Q Z tUn LI Zx wziiz oQC5 3i O cn K 00 in N z O v'1 w m ri Lil Q ¢ N o Q m z H W L` -I z 0 U Q 0 F - LUT.# 0 tUn 63 600 SEAL: yp a/ - 060 lq Received: o P ofF 5 IN t A LA?-' FEB 2 6 2016 ti 79,447 6p C tl I \ 7 0-f / Original Submittal_m----- cON qS P. F. R4LC' DRAWING NUMBER Know what"s below. C6 Call before you dig. SHEET: G of 11Attachment 5, Page 7 of 16 BICYCLE PROOF" GRATE FRAME AS APPROVED BY ENGINEER. PLAN 16 3/ 4' SIDE SLOPES 2.1 J 2" X 2" X 1/2" 2" 2 X MILD A - - - - - - AVMILDSTEELANGLESTEELR 3' DITCH BOTTOMLlL 111, 1 16 1/4- FABRICATED STEEL FRAME GRATE FRAME AND 4— VARI ABLE INITIAL SAWCUT PRIOR0R TRENCHEXCAVATION SECONDARY SAWCUT PRIOR TO MATCH EXISTING THICKNESSRESURFACING4" MINIMUM DOWELS TRENCH 6 CONCRETE PAVEMENT 12: # 5 REBAR CONCRETE-,, 18 D .0 . A.C.MIN MIN IMPORTED COMPACTEGRANULARGRANULARBACKFILLBACKFILL CUTS CROSSING THE STREET OR WITHIN THE TRAVEL LANES MUST BE BACKFILLED WITH CONTROLLED DENSITY FILL (CDF) T A T 8 ASPHALT PAVED STREETS CONCRETE PAVED STREETS 4' - 3/4"- 0" C. R. 4* THICKP.C. 8" 1 1/2"- 0" C.R.3 4- 0" COMPACTED C.R. MLfj2MINIMUM SECTION A -A SECTION 13- B IV) C S224II I MINIMUMFRAMESURROUNDING CUT ON SCRIBE GROUND COMPACTED LINES OR REMOVE TO 6- 1 31" S NG a GRATE GRANULAR - 901. EXPANSION JOINT46- 16 6 61. IMPORTED * IMPORTED BACKFILL COMPACTED > 38" 43" 300 GRANULAR W) BACKFILL SLOPE 10$1 T CAREADRAINCATCHBASINOUTLT PIP T D MEN 8 -ZONC. W SIDEWALK AREASi1 11 1 UNPAVED STREETS AND ALLEYS C *UT C UES EXPANSION MINIMUM PORTED COMPACTED GRANULAR BACKFILLBGAJKLs- 01 4 }GRATE IFRAMEANDGRATELyd'i-w2,73/a -.;e I" REPLACE SOD OR SEED FA u. IL 7 -j MOUND MATERIAL OVER TRENCH39UTOALLOWFORSETTLEMENTIIIALLCONSTRUCTION 24" 46" LOAM - MINIMUMJOINTSSHALLBEMORTARED 36"---w 4- COMPACTED % NEAT CUT NATIVE OUTLET B-1' MATERIAL T E UNTRAVELED AREAS (LAWN) 6-1 16" 6-1- _L6"- 31" 1 6" STREET DRAIN CATCH BASIN r111 R..,S,,,' DATE BY iAPPR. CITY OF SPRINGFIELD DEPT. OF PUBLIC WORKS 225 FIFTH STREET SPRINGFIELD, OR. 97477 CATCH BASIN 441 STANDARD DRAWING 4-11 225 FIFTH STREET SPRINGFIELD, OR. 97477 0 0 0 C 0 0 0 ce) M o LO \:\- 57< K I PIPE ZONE SEE CHART 0 SURFACE RESTORATION BELOW ON 0 0 0 000 0 0 0 LO LO 111 STANDARD DRAWING 0 0 0 0 I STANDARD 225 FIFTH STREET SPRINGFIELD, OR. 97477 0 0 0 C 0 0 0 ce) M o LO \:\- 57< K I PIPE ZONE SEE CHART 0 SURFACE RESTORATION BELOW ON 0 _j c%JCN E 225 FIFTH STREET SPRINGFIELD, OR. 97477 DO 4-16 7 OF 11 CID co) U-, 0 0 0 a D C::l is C:)> C) V, 4 WCL Wr 1000PSI+ CLASS 11 A CONCRETE ENCASEMENT MAY BE POURED LOAD FACTOR 3.0 A,- TO FULL TRENCH WIDTH Be PIPE ZONE MATERIAL 3 Bc+8; i I', REINFORCING 11- x SHALL BE: 4" MINIMUMSTEEL BAR 2" ABOVE PIPE 0 SANITARY STORM SEWER 2500 PSI CONCRETESEWER TIGHT JOINT PIPE OPEN JOINTED PIPE PLASTIC PIPE PERFORATED PIPE PEA ROCK ROUND ROCK BLEND PEA ROCK SAND 3/ 8" MIN. DIAMETER D CRUSHED ROCK 3/ 4" MAX. DIAMETER > Do p ti A, J- /z, > CONTROLLED DENSITY FILL (CDF) REQUIRED IF TRENCH is LATERAL TO OR IN THE TRAVEL LANE 21x",,, 3/4-- 0- CRUSHED ROCK K LOAD FACTORS REINFORCED P = 1.00% - 4.8 REINFORCED P = 0,40% - 3.4 PLAIN 2.8 0CLASS B 0 PIPE ZONE 0 SEE CHART ABOVED Be - OUTSIDE DIAMETER OF PIPE 0 0 0 D - NOMINAL PIPE SIZE O FILL BELOW PIPE (SEE TABLE) 0 0 P AREA OF TRANSVERSE STEEL IN THE CRADLE OL OR ARCH EXPRESSED AS A PERCENTAGE OF AREA I> D6 OF CONCRETE AT INVERT OR CROWN. TABLE OF FILL DEPTH I BELOW PIPE I aD -11-0—UM CLASS 3/4"- 0" CRUSHED ROCK 0 - 27" 3- 30" - 60" 4" 66" + 6" r1-1.! REVISION DATE! BY APPR. CITY OF SPRINGFIELD DEPT. OF PUBLIC WORKSTYPICAL LO LO 111 STANDARD DRAWING CITY OF SPRINGFIELD I STANDARD 225 FIFTH STREET SPRINGFIELD, OR. 97477 PIPE ZONE AND PIPE BEDDING 4-1 ce) FILE: A.DWG I I DEPT. OF PUBLIC WORKS 1I NOTE= CONCRETE INLETTYPE-D, ALSO FRAME a GRATE SAME AS SPECIFIED ON OREGON STATE HIGHWAY DEPARTMENT DRAWINGS 0 REVISI; 7I TE CITY OF SPRINGFIELD STANDARD DEPT OF PUBLIC WORKS NOT - TYPE D DMWM IV7W SrP=T AREA CATCH BASIN spmGnm. op- 974" 4-13 WNUM RW V UNPAVED ;1STRIEETS - 1.07 PAVED STREIEIS NOTE: Ail. PIPE CON EC TO MANHOLES WALL BE CONCRETE CONCRIETE OR MECH. PLUG PIPE Wj BLE MORTAR 10 el STANDARD MANHOLE m m3muzz - mmmmuwm NOTES: 1 ALL A.C. AND P.C. SURFACES SHALL BE SAWCUT 2 GRANULAR MATERIAL AS DIRECTED BY THE ENGINEER 3 CONSTRUCT PIPE BEDDING AS SHOWN ON STD. DWG. 4-1 4 SEE SPECIFICATIONS, SECTION 405, BACKFILL: NATIVE AND IMPORTED 1- D R LO LO CITY OF SPRINGFIELD I STANDARD 79,44 Ln ce) Lio 0 ca M DEPT. OF PUBLIC WORKS SURFACE RESTORATION DRAWING ON 0 _j c%JCN E 225 FIFTH STREET SPRINGFIELD, OR. 97477 OVER STRENCHEXCAVATION I 4-16 7 OF 11 CID co) U-, 50k 0 MCO el STANDARD MANHOLE m m3muzz - mmmmuwm NOTES: 1 ALL A.C. AND P.C. SURFACES SHALL BE SAWCUT 2 GRANULAR MATERIAL AS DIRECTED BY THE ENGINEER 3 CONSTRUCT PIPE BEDDING AS SHOWN ON STD. DWG. 4-1 4 SEE SPECIFICATIONS, SECTION 405, BACKFILL: NATIVE AND IMPORTED 1- D R LO LO CITY OF SPRINGFIELD I STANDARD 79,44 Ln ce) Lio 0 ca M DEPT. OF PUBLIC WORKS SURFACE RESTORATION DRAWING ON 0 _j c%JCN E 225 FIFTH STREET SPRINGFIELD, OR. 97477 OVER STRENCHEXCAVATION I 4-16 7 OF 11 CID co) U-, 4= Cr) 0 MCO m S 6f 14 0 z 00 LO LO X: z t! 79,44 Ln ce) Lio 0 ca M Co 0 a - ON 0 _j c%JCN E 0 70 mr z 0 a)O) ca 3: M 7 OF 11 CID co) U-, 4= Cr) 0 MCO a D C::l DDC:)> QC:> co u CoL WCL Wr F- 0 0 U) 8 7' 0 ri CD LL) fi C: 0 z 00 L;jj Date Received: X: z t! 79,44 Ln Lio 0 P. FE 41 t1 Z< 00 F- 0 _j rl*% Ln En z L0 00 7 OF 11 0 n in 0 L;jj Date Received: SEAL - t! 79,44 Original Submittal P. FE DRAWING NUMBER 00 F- Know what's below. rl*% Ln L0 7 OF 11 0 n LL- t F- 0 tom- 7' 0 ri 77 fi C14 Ld 0tLiLij j Lij 3: Ld 3 F-- 0 If Z U) ry Cn 0 0 W E3 0- 0 ME L;jj Date Received: SEAL - t! 79,44 Original Submittal P. FE DRAWING NUMBER 0 F- Know what's below. rl*% Ln ME L;jj Date Received: SEAL - FEB 2 6 2016 IN 79,44 Original Submittal P. FE DRAWING NUMBER Know what's below. C7 Call before you dig. SHEET- 7 OF 11Attachment 5, Page 8 of 16 I E 0 7., 0 N M 0 Q0li I N m 0 L CIO U d- 00 i w w z i 0 z w w w z 0 z i cl a i n L 0 Nm 0 a CL s E 0 m Q 1 tE3 eo ti MINIMUM 12" SEPARATION BETWEEN WATER AND OTHER DUCTS. NO DUCTS MAY BE PLACED ABOVE WATERLINE EXCEPT WHERE INDICATED ON THE PLAN. TRENCH WIDTH VARIES i Y Y Yd } ALL PIPE TRENCHING SHALL VN'k BE BACKFILLED WITH A ,r ' ,Yi COMPACTED %"-0" CRUSHED AGGREGATE TO SUBGRADE Vf i t M , 6" 3) 2" MIN. POWER 2" FIBER CONDUITS CONDUIT D -E ntlt f ACS i NOTE: THE REFERENCES PROVIDED IN THIS STANDARD ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT BE COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT ANY INSTALLATION PERFORMED MEETS THE REQUIREMENTS SET FORTH IN THE STANDARD CONSTRUCTION SPECIFICATIONS AND ANY OTHER APPLICABLE STANDARD. SUB WATER DEPARTMENT STANDARD CONSTRUCTION SPECIFICATION REFERENCES: POLYETHYLENE(PE) PIPE AND SERVICE TUBING 3f4 INCH, 1 INCH. AND 2 INCH: W-401.02.02 POLYETHYLENE (PE). 3/4 INCH AND LARGER ELECTROFUSION FITTINGS: W -401.02.04D SERVICE SADDLES: W-401.02.05 VALVE BOX LIDS: W -401.02.08G1 VALVE BOX INSERT. W -401.02.08G3 SCREWED JOINTS: W -401.03.09E ADJUSTABLE VALVE BOXES: W -401.02.08G VALVE BOX RING: W -401.02.08G2 FLANGED JOINTS: W -401.03.09A VALVES AND VALVE TILES: W -401.03.10C RESILIENT—SEATED GATE VALVES: W -401.02.08C TRACER WIRE: W -401.02.02H & W-401.03.101 COMBINATION AIR VALVES: W -401.02.08H MATERIAL LIST No. QUAN. PART No. PART 1 2 519-2000 2" x 6" BRASS NIPPLE 2 1 519-2010 2" BRASS COUPLER 3 1 519-2090 2" 90° BRASS BEND 4 1 546-0200 2" SQ. NUT GATE VALVE 5 LF 567-0200 2" POLY PIPE 6 2 574-0200 2" FUSION COUPLING 7 2 574-0210 2" FUSION ADAPTER 8 1 574-2090 2" 90° FUSION BEND 9 1 S91---20 x 2" SERVICE SADDLE 10 1 597-8000 8" VALVE TILE LID 11 1 597-8010 8" VALVE TILE INSERT 12 13 1 NONSTOCK 2" COMBINATION AIR VALVE 14 LF NONSTOCK 8" VALVE TILE 15 LF NONSTOCK TRACER WIRE 16 1 NONSTOCK GRANITE PENCELL PLASTICS AGLPNS-1230 WATER" BOX S14 I q o Int rlgln l Submittall - r a v cn co L c v oo H aoff` ca 0c%' m 0 Q O (Dti O cn y 00 z cc 0MCD Qz n i m O cc ci5 co r a v 0 00 Za H w oa m 0 QN O cn 00 z w Qz n i m F-- Ln 0 w cc A z J c C) V) J pat tr va C: SEAL PRO/% -- S ti,GI NFF 79, 447 GON qS P. FES/ r d- 00 LO 0 z v W 0 a. DRAWING NUMBER 3 SHEET: Q OF 11 Q v 0 H m W QNzw Qz F-- D 0 w o J pat tr va C: SEAL PRO/% -- S ti,GI NFF 79, 447 GON qS P. FES/ r d- 00 LO 0 z v W 0 a. DRAWING NUMBER 3 SHEET: Q OF 11Attachment 5, Page 9 of 16 a a E 5. o ID 0 0- EE a Lo 0 r 1 to a N i O U- I rn o q m U Ad 0 0 oD 1 r WW i z Luw z 0 z i 0 a i m 0 m m 0 a a s 1 o 0 m D a rn La t r• co to i Lo a STANDARD STRENGTH FILTER FABRIC GRATE f 1=111 a" TYP. 6" TYP. CATCH BASIN a Illlllll a-„ Illlllll NOTE: ONLY TO BE USED WHERE PONDING OF WATER ABOVE THE CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES. 1 SOLID WALLS 1 1 I f l I FILTER FABRIC PROTECTION CATCH BASIN GRATE llllll 4 illia' OVERFLOW 11 V f l li 1 I ' a d. f! I I lll a FILTER MEDIA I I i i 1 i FOR DEWATERING B } ili fljilll d-:. - . - a.• iilf d POROUS BOTTOM 1----I 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. CATCH BASIN INSERT GENERAL NOTES: 1. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON-SITE OR HAULED OFF-SITE. 2. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. 3. REGULAR MAINTENANCE IS CRITICAL FOR BOTH FORMS OF CATCH BASIN PROTECTION. UNLIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. PERMITTEE'S SITE INSPECTOR: SPRINGFIELD UTILITY BOARD WATER DIVISION 202 SOUTH 18TH STREET SPRINGFIELD, OR 97477 PH 541-744- 3728 FX 541-746-3728 STEVEN WAGES, PROJECT MANAGER STEVEN W@SUBU TIL.COM INSPECTION FREQUENCY SITE CONDITION MINIMUM FREQUENCY 1. ACTIVE PERIOD DAILY WHEN STORMWATER RUNOFF, INCLUDING RUNOFF FROM SNOWMENT IS OCCURRING. 2. PRIOR TO SITE BECOMING ONCE TO ENSURE THAT EROSION AND INACTIVE OR IN ANTICIPATION SEDIMENT CONTROL MEASURES ARE IN OF SITE INACCSSIBILITY WORKING ORDER. ANY NECESSARY MAINTENANCE AND REPAIR MUST BE MADE PRIOR TO SEAVING THE SITE. 3. INACTIVE PERIODS GREATER ONCE EVERY TWO (2) WEEKS. THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS 4. PERIODS DURING WHICH IF PRACTICAL, INSPECTIONS MUST THE SITE INCACCESSIBLE DUE OCCUR DAILY AT A RELEVAN AND TO INCLEMENT WEATHER ACCESSIBLE DISCHARGE POINT OR DOWNSTREAM LOCATION HOLD A PRE -CON MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE EC INSPECTOR. ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200 C PERMIT REQUIREMENTS. INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200 C PERMIT REQUIREMENTS. CHANGES TO THE APPROVED ESC PLAN MUST BE SUBMITTED TO DEQ IN THE FORM OF AN ACTION PLAN. THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200C PERMIT. THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE NTH THE 1200C PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. SUBGRADE REINFORCEMENT GEOTEXTILE, AS REQUIRED 8" MIN. DEPTH 20' MIN. WIDITH QUO Pvlc,5 tiP N FILTER FABRIC MATERIAL 36" WIDE ROLLS Im II!W 1L LL-!IL .tom--u.-.-!11!11 1 Iii L' i. lt.1.11 1C.ii..It..Il.i.11. nJL11.11.11.1L 111. FRONT VIEW rITCHED LOOPS x2" POSTS r r. NOTES: 1. BURY BOTTOM OF FILTER FABRIC 6" VERTICALLY BELOW FINISHED GRADE. 2. 2"x2" FIR, PINE OR STEEL FENCE POSTS. 3. POSTS TO BE INSTALLED ON UPHILL SIDE OF SLOPE. 4. COMPACT BOTH SIDES OF FILTER FABRIC TRENCH. 3 81LT FENCING C9 N.T s. PRE -CONSTRUCTION, CLEARING., AND DEMOLITION NOTES: 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS CONSTRUCTED OUT OF MULCH, CHIPPINGS, OR OTHER SUITABLE MATERIAL, STRAW WATTLES, OR OTHER APPROVED MATERIALS. 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS, AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE CONSTRUCTION BARRIER. 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, STREET SWEEPING, AND VACUUMING, MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLET PROTECTION), CHECK DAMS, SURFACE ROUGHENING, AND BANK STABILIZATION. ATTENTION EXCAVATORS: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503- 232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503- 246-6699. Ilk xi r MASS UTILITY STREET FINAL WET WEATHER OCT.1- CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION MAY 31ST) EROSION PREVENTION NIA PRESERVE NATURAL VEGETATION GROUND COVER X HYDRAULIC APPLICATIONS X PLASTIC SHEETING MATTING DUST CONTROL X X X X TEMPORARY/ PERMANENT SEEDING X BUFFER ZONE OTHER: SEDIMENT CONTROL SEDIMENT FENCE (PERIMETER) ** X X X SEDIMENT FENCE (INTERIOR) STRAW WATTLES FILTER BERM INLET PROTECTION ** X X X X DEWATERING SEDIMENT TRAP OTHER: RUN OFF CONTROL CONSTRUCTION ENTRANCE ** X X X PIPE SLOPE DRAIN OUTLET PROTECTION X X SURFACE ROUGHENING X CHECK DAMS OTHER: POLLUTION PREVENTION PROPER SIGNAGE X X X X HAZ WASTE MGMT X X X X SPILL KIT ON-SITE X X X X CONCRETE WASHOUT AREA X OTHER: SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY, BMP IMPLEMENTATION: 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2. "STRIPPING STOCKPILE AREA" SHALL BE RESTORED TO ORIGINAL GROUND AFTER COMPLETION OF MITIGATION AREA GRADING. EXCESS STRIPPINGS TO BE DISPOSED OF OFFSITE AT APPROVED DISPOSAL SITE. 3. THE "STAGING AND EQUIPMENT STORAGE AREA SHALL BE RESTORED TO ORIGINAL GROUND AFTER COMPLETION OF WORK. 4. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON THESE PLANS, 5. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. gyp (o, pDD Iq 14 Ori I1 1 al lstltt I m L0 M n M0 0 s'" ccs0L 0cm N w a aoi Mrzco Tovc4i pcn »- o M -tea o>w I.n _j c2. : Z3 o - 7 00 Z¢ Ln-+ W o O cn 00in W ems-! m N z O in w Q U `_ z z 1 ¢ 1- Z Q Z J Cl. G a- W Ltd w SEAL - PR JPROF£f F,NGi NFF 79,447 9 GON S P. Vo/ 1 DRAWING NUMBER SHEET: n OF 11 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. CATCH BASIN INSERT GENERAL NOTES: 1. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON-SITE OR HAULED OFF-SITE. 2. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. 3. REGULAR MAINTENANCE IS CRITICAL FOR BOTH FORMS OF CATCH BASIN PROTECTION. UNLIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. PERMITTEE'S SITE INSPECTOR: SPRINGFIELD UTILITY BOARD WATER DIVISION 202 SOUTH 18TH STREET SPRINGFIELD, OR 97477 PH 541-744- 3728 FX 541-746-3728 STEVEN WAGES, PROJECT MANAGER STEVEN W@SUBU TIL.COM INSPECTION FREQUENCY SITE CONDITION MINIMUM FREQUENCY 1. ACTIVE PERIOD DAILY WHEN STORMWATER RUNOFF, INCLUDING RUNOFF FROM SNOWMENT IS OCCURRING. 2. PRIOR TO SITE BECOMING ONCE TO ENSURE THAT EROSION AND INACTIVE OR IN ANTICIPATION SEDIMENT CONTROL MEASURES ARE IN OF SITE INACCSSIBILITY WORKING ORDER. ANY NECESSARY MAINTENANCE AND REPAIR MUST BE MADE PRIOR TO SEAVING THE SITE. 3. INACTIVE PERIODS GREATER ONCE EVERY TWO (2) WEEKS. THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS 4. PERIODS DURING WHICH IF PRACTICAL, INSPECTIONS MUST THE SITE INCACCESSIBLE DUE OCCUR DAILY AT A RELEVAN AND TO INCLEMENT WEATHER ACCESSIBLE DISCHARGE POINT OR DOWNSTREAM LOCATION HOLD A PRE -CON MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE EC INSPECTOR. ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200 C PERMIT REQUIREMENTS. INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200 C PERMIT REQUIREMENTS. CHANGES TO THE APPROVED ESC PLAN MUST BE SUBMITTED TO DEQ IN THE FORM OF AN ACTION PLAN. THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200C PERMIT. THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE NTH THE 1200C PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. SUBGRADE REINFORCEMENT GEOTEXTILE, AS REQUIRED 8" MIN. DEPTH 20' MIN. WIDITH QUO Pvlc,5 tiP N FILTER FABRIC MATERIAL 36" WIDE ROLLS Im II!W 1L LL-!IL .tom--u.-.-!11!11 1 Iii L' i. lt.1.11 1C.ii..It..Il.i.11. nJL11.11.11.1L 111. FRONT VIEW rITCHED LOOPS x2" POSTS r r. NOTES: 1. BURY BOTTOM OF FILTER FABRIC 6" VERTICALLY BELOW FINISHED GRADE. 2. 2"x2" FIR, PINE OR STEEL FENCE POSTS. 3. POSTS TO BE INSTALLED ON UPHILL SIDE OF SLOPE. 4. COMPACT BOTH SIDES OF FILTER FABRIC TRENCH. 3 81LT FENCING C9 N.T s. PRE -CONSTRUCTION, CLEARING., AND DEMOLITION NOTES: 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS CONSTRUCTED OUT OF MULCH, CHIPPINGS, OR OTHER SUITABLE MATERIAL, STRAW WATTLES, OR OTHER APPROVED MATERIALS. 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS, AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE CONSTRUCTION BARRIER. 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, STREET SWEEPING, AND VACUUMING, MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLET PROTECTION), CHECK DAMS, SURFACE ROUGHENING, AND BANK STABILIZATION. ATTENTION EXCAVATORS: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503- 232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503- 246-6699. Ilk xi r MASS UTILITY STREET FINAL WET WEATHER OCT.1- CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION MAY 31ST) EROSION PREVENTION NIA PRESERVE NATURAL VEGETATION GROUND COVER X HYDRAULIC APPLICATIONS X PLASTIC SHEETING MATTING DUST CONTROL X X X X TEMPORARY/ PERMANENT SEEDING X BUFFER ZONE OTHER: SEDIMENT CONTROL SEDIMENT FENCE (PERIMETER) ** X X X SEDIMENT FENCE (INTERIOR) STRAW WATTLES FILTER BERM INLET PROTECTION ** X X X X DEWATERING SEDIMENT TRAP OTHER: RUN OFF CONTROL CONSTRUCTION ENTRANCE ** X X X PIPE SLOPE DRAIN OUTLET PROTECTION X X SURFACE ROUGHENING X CHECK DAMS OTHER: POLLUTION PREVENTION PROPER SIGNAGE X X X X HAZ WASTE MGMT X X X X SPILL KIT ON-SITE X X X X CONCRETE WASHOUT AREA X OTHER: SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY, BMP IMPLEMENTATION: 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2. "STRIPPING STOCKPILE AREA" SHALL BE RESTORED TO ORIGINAL GROUND AFTER COMPLETION OF MITIGATION AREA GRADING. EXCESS STRIPPINGS TO BE DISPOSED OF OFFSITE AT APPROVED DISPOSAL SITE. 3. THE "STAGING AND EQUIPMENT STORAGE AREA SHALL BE RESTORED TO ORIGINAL GROUND AFTER COMPLETION OF WORK. 4. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON THESE PLANS, 5. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. gyp (o, pDD Iq 14 Ori I1 1 al l stltt I m L0 M n M0 0 s'" ccs0L 0cm N w a aoi Mrzco Tovc4i pcn »- o M -tea o>w I.n _j c2. : Z3 o - 7 00 Z¢ Ln-+ W o O cn 00in W ems-! m N z O in w Q U `_ z z 1 ¢ 1- Z Q Z J Cl. G a- W Ltd w SEAL - PR JPROF£f F,NGi NFF 79,447 9 GON S P. Vo/ 1 DRAWING NUMBER SHEET: n OF 11 HOLD A PRE -CON MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE EC INSPECTOR. ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200 C PERMIT REQUIREMENTS. INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200 C PERMIT REQUIREMENTS. CHANGES TO THE APPROVED ESC PLAN MUST BE SUBMITTED TO DEQ IN THE FORM OF AN ACTION PLAN. THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200C PERMIT. THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE NTH THE 1200C PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. SUBGRADE REINFORCEMENT GEOTEXTILE, AS REQUIRED 8" MIN. DEPTH 20' MIN. WIDITH QUO Pvlc,5 tiP N FILTER FABRIC MATERIAL 36" WIDE ROLLS Im II!W 1L LL-!IL .tom--u.-.-!11!11 1 Iii L' i. lt.1.11 1C.ii..It..Il.i.11.nJL11.11.11.1L 111. FRONT VIEW rITCHED LOOPS x2" POSTS r r. NOTES: 1. BURY BOTTOM OF FILTER FABRIC 6" VERTICALLY BELOW FINISHED GRADE. 2. 2"x2" FIR, PINE OR STEEL FENCE POSTS. 3. POSTS TO BE INSTALLED ON UPHILL SIDE OF SLOPE. 4. COMPACT BOTH SIDES OF FILTER FABRIC TRENCH. 3 81LT FENCING C9 N.Ts. PRE -CONSTRUCTION, CLEARING., AND DEMOLITION NOTES: 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS CONSTRUCTED OUT OF MULCH, CHIPPINGS, OR OTHER SUITABLE MATERIAL, STRAW WATTLES, OR OTHER APPROVED MATERIALS. 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS, AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE CONSTRUCTION BARRIER. 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, STREET SWEEPING, AND VACUUMING, MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLET PROTECTION), CHECK DAMS, SURFACE ROUGHENING, AND BANK STABILIZATION. ATTENTION EXCAVATORS: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503- 232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503- 246-6699. Ilk xi r MASS UTILITY STREET FINAL WET WEATHER OCT.1- CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION MAY 31ST) EROSION PREVENTION NIA PRESERVE NATURAL VEGETATION GROUND COVER X HYDRAULIC APPLICATIONS X PLASTIC SHEETING MATTING DUST CONTROL X X X X TEMPORARY/ PERMANENT SEEDING X BUFFER ZONE OTHER: SEDIMENT CONTROL SEDIMENT FENCE (PERIMETER) ** X X X SEDIMENT FENCE (INTERIOR) STRAW WATTLES FILTER BERM INLET PROTECTION ** X X X X DEWATERING SEDIMENT TRAP OTHER: RUN OFF CONTROL CONSTRUCTION ENTRANCE ** X X X PIPE SLOPE DRAIN OUTLET PROTECTION X X SURFACE ROUGHENING X CHECK DAMS OTHER: POLLUTION PREVENTION PROPER SIGNAGE X X X X HAZ WASTE MGMT X X X X SPILL KIT ON-SITE X X X X CONCRETE WASHOUT AREA X OTHER: SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY, BMP IMPLEMENTATION: 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2. "STRIPPING STOCKPILE AREA" SHALL BE RESTORED TO ORIGINAL GROUND AFTER COMPLETION OF MITIGATION AREA GRADING. EXCESS STRIPPINGS TO BE DISPOSED OF OFFSITE AT APPROVED DISPOSAL SITE. 3. THE "STAGING AND EQUIPMENT STORAGE AREA SHALL BE RESTORED TO ORIGINAL GROUND AFTER COMPLETION OF WORK. 4. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON THESE PLANS, 5. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. gyp (o, pDD Iq 14 Ori I1 1 al lstltt I m L0 M n M0 0 s'" ccs0L 0cm N w a aoi Mrzco Tovc4i pcn »- o M -tea o>w I.n _j c2. : Z3 o - 7 00 Z¢ Ln-+ W o O cn 00in W ems-! m N z O in w Q U `_ z z 1 ¢ 1- Z Q Z J Cl. G a- W Ltd w SEAL - PR JPROF£f F,NGi NFF 79,447 9 GON S P. Vo/ 1 DRAWING NUMBER SHEET: n OF 11 SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY, BMP IMPLEMENTATION: 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2. "STRIPPING STOCKPILE AREA" SHALL BE RESTORED TO ORIGINAL GROUND AFTER COMPLETION OF MITIGATION AREA GRADING. EXCESS STRIPPINGS TO BE DISPOSED OF OFFSITE AT APPROVED DISPOSAL SITE. 3. THE "STAGING AND EQUIPMENT STORAGE AREA SHALL BE RESTORED TO ORIGINAL GROUND AFTER COMPLETION OF WORK. 4. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON THESE PLANS, 5. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. gyp (o, pDD Iq 14 Ori I1 1 al l stltt I m L0 M n M0 0 s'" ccs0L 0cm N w a aoi Mrzco Tovc4i pcn »- o M -tea o>w I.n _j c2. : Z3 o - 7 00 Z¢ Ln-+ W o O cn 00in W ems-! m N z O in w Q U `_ z z 1 ¢ 1- Z Q Z J Cl. G a- W Ltd w SEAL - PR JPROF£f F,NGi NFF 79,447 9 GON S P. Vo/ 1 DRAWING NUMBER SHEET: n OF 11 7 00 Z¢ Ln-+ W o O cn 00in W ems-! m N z O in w Q U `_ z z 1 ¢ 1- Z Q Z J Cl. G a- W Ltd w SEAL - PR JPROF£f F,NGi NFF 79,447 9 GON S P. Vo/ 1 DRAWING NUMBER SHEET: n OF 11 N z O in w Q U `_ z z 1 ¢ 1- Z Q Z J Cl. G a- W Ltd w SEAL - PR JPROF£f F,NGi NFF 79,447 9 GON S P. Vo/ 1 DRAWING NUMBER SHEET: n OF 11 J Cl. G a- W Ltd w SEAL - PR JPROF£f F,NGi NFF 79,447 9 GON S P. Vo/ 1 DRAWING NUMBER SHEET: n OF 11 Ltd w SEAL - PR JPROF£f F,NGi NFF 79,447 9 GON S P. Vo/ 1 DRAWING NUMBER SHEET: n OF 11Attachment 5, Page 10 of 16 0 0 R m 0 D's a 0 i 0 N rl 0 i a+ 3 m 0 U 0 0 0 0 I P_ OD i F- w w z c z w w w z z a a m V) o mam Q: d c0 0 a a s f v v0 m a m Crn ci t m i m i ii WAMI ik I DI L -0 0 MI 1. APPLY TEMPORARY AND PERMANENT SOIL STABILIZATION MEASURES (FOR EXAMPLE, TEMPORARY AND PERMANENT SEEDING, OR MULCHING) IMMEDIATELY ON ALL DISTURBED AREAS AS WORK IS COMPLETED. (SCH A 8.c.ii.(2)) 2. AVOID OR MINIMIZE EXCAVATION AND BARE GROUND ACTIVITIES DURING WET WEATHER. (SCH 7.a.i.) 3. TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, IF NEEDED. IT IS THE OWNER/OPERATORS RESPONSIBILITY TO INSURE THAT SOILS ARE STABLE DURING RAIN EVENTS AT ALL TIMES OF THE YEAR. (SCH A.7.b.) 4. INSTALL PERIMETER SEDIMENT CONTROL, INCLUDING STORM DRAIN INLET PROTECTION AS WELL AS SEDIMENT BASINS, TRAPS, AND BARRIERS (SCH A 8.6.(5)) PRIOR TO LAND DISTURBING ACTIVITIES. 5. PRESERVE EXISTING VEGETATION AND RE -VEGETATE OPEN AREAS WHEN PRACTICAL. (SCH A 7.b.iii.(1)) 6. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UN11L PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. (SCH A 7.b.iii.(2)) 7. CONTROL SEDIMENT ALONG THE SITE PERIMETER AND AT ALL OPERATIONAL INTERNAL STORM DRAIN INLETS AT ALL TIMES DURING CONSTRUCTION. (SCH A 7.d.i) 8. KEEP EROSION AND SEDIMENT CONTROL MEASURES IN PLACE FOR THE DURATION OF TCONSTRUCTION, INCLUDING PROTECTION FOR ACTIVE STORM DRAIN INLETS AND APPROPRIATE NON—STORMWATER POLLUTION CONTROLS. (SCH A 8.di.(3)) 9. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER—TIGHT TRUCKS OR DRAIN LOADS ON SITE. (SCH A 7.D.11.(3)) 10. AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE WATERS. (SCH A 7.E.11.(2)) 11. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. (SCH A 7.E.111.) 12. USE BMPS TO PREVENT OR MINIMIZE STORMWATER FROM BEING EXPOSED TO POLLUTANTS FROM SPILLS: VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND WASTE HANDLING ACTIVITIES. (SCH A 7.E.1. (2)) 13. SIGNIFICANT AMOUNTS OF SEDIMENT THAT LEAVE THE SITE MUST BE CLEANED UP WITHIN 24 HOURS, PLACED BACK ON THE SITE AND STABILIZED, OR DISPOSED OF PROPERLY. IN ADDITION, THE SOURCE(S) OF THE SEDIMENT MUST BE CONTROLLED TO PREVENT CONTINUED DISCHARGE WITHIN 24 HOURS. ANY IN -STREAM CLEANUP OF SEDIMENT MUST BE PERFORMED ACCORDING TO REQUIREMENTS AND TIMELINES SET BY THE OREGON DEPARTMENT OF STATE LANDS. (SCH A 9.B.1.) 14. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS OR DRAINAGE WAYS. VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. (SCH A 9.13.11.) 15. IF FERTILIZERS ARE USED TO ESTABLISH VEGETATION, THE APPLICATION RATES MUST FOLLOW MANUFACTURE'S GUIDELINES AND THE APPLICATION MUST BE DONE IN SUCH A WAY TO MINIMIZE DISCHARGE OF NUTRIENTS TO SURFACE WATERS. (SCH A 9.13.111.) 16. SEDIMENT FENCE; REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE HEIGHT. (SCH A 9.C.I.) 17. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE GROUND HEIGHT. (SCH A 9.C.11.) 18. CATCH BASINS: CLEAN BEFORE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. (SCH A 9.C.I11.) 19. SEDIMENT BASINS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. (SCH A.9.C.IV.) 20. IF A STORMWATER TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO -COAGULATION, FLOCCULATION, FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. THE PLAN MUST BE APPROVED BEFORE OPERATING THE TREATMENT SYSTEM. THE TREATMENT SYSTEM MUST BE OPERATED AND MAINTAINED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. (SCH A 9.D.) 21. WATER OR USE A SOIL - BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOIL. (SCH A 7.13.11.) 22. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING APPROPRIATE BMP'S. SCH A 7.D.11.(1)) 23. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES OF PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. (SCH A 8.A.) 24. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE WORK. (SCH A 8.C.I.(6)) 25. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. (SCH A 8.C.1(7)) 26. INSTALL ADDITIONAL CONTROL MEASURES AS WORK PROGRESSES AS NEEDED. (SCH A 8.C.11)) 27. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION. (SCH A 8.C.11.(D)) 28. AT THE TIME OF FINAL STABILIZATION PROVIDE PERMANENT EROSION PREVENTION MEASURES ON ALL EXPOSED AREAS. (SCH A 8.C.111.(1)) 29. AT THE TIME OF FINAL STABILIZATION REMOVE AND PROPERLY DISPOSE OF CONSTRUCTION MATERIALS AND WASTE, INCLUDING SEDIMENT RETAINED BY TEMPORARY BMPS. (SCH A 8.C.111(2)) 30. AT THE TIME OF FINAL STABILIZATION REMOVE ALL TEMPORARY CONTROL MEASURES AS AREAS ARE STABILIZED, UNLESS DOING SO CONFLICTS WITH LOCAL REQUIREMENTS. (SCH 8.C.111.(3)) fl [e,- wpb nip ZODD 14 m it of Iq M w uj Z M to 00 m z coM<'`) L Za a o e -i w o o z c CV V 0 U0NMU cn K 0) mooLo M C13 a Ln In LoO0 m W i o0 Q C) W r Z LLI U 00 m z F- W w Z L Za a o e -i w o o z o4 V 0 V) 3 O cn K 00 Ln In Ln z O Lu CC z Q C) W r Z LLI U N Q m z F- W w Z d Q U) cn o o w o z O F- Ln LLJ c- O G z D V CL V) W F - F- Ln w SEAL• PROFFs - V5 IN 79,447 GON qS r d- ao L 0 z F- C) w 0 a' DRAWING NUMBER SHEET: 10 OF 11Attachment 5, Page 11 of 16 v a 0 x m 0 Q. 0 0 t 0 N ri O a rn 3 0m 0 U O U v t 00 to i ww i z Q ww z 41 z i a Q m in 0 mmm Of 0 v 0. a 41L r - Lo t 2 0 0 co a Q t to m 45° SIDE VIEW 10'-0" MAXIMUI TENSION BAR 9 GAGE, 2" MESH GALV. FENCE FABRIC BRACE RAIL ANGLED SECURITY TOP WITH 3 STRAND BARB WIRE DOUBLE SWING GATE CORNER POST TOP 80 SWING CV a E TOP & BOTTOM o co TENSION WIRE TRUSS RODS ( N co m ui o I BOTTOM HINGE– M d 180' SWING TRUSS ROD 00 RL POSTS SET IN HOLE DIA. = 4 X O. D. CONCRETE OF THE POST N O zaN wo FRONT VIEW 3 00 m 1FENCE DETAIL. C11 T. S. 10'- 0" MAXIMUI TENSION BAR TOP & BOTTOM TENSION WIRE POSTS SET IN CONCRETE 9 GAGE, 2" MESH GALV. FENCE FABRIC 4'-0" SWING GATE TOP HINGE - 90' SWING SS RODS BRACE RAIL ANGLED SECURITY TOP WITH 3 STRAND BARB WIRE U 1 BOTTOM HINGE - 90' SWING V TDI Icc DAn HOLE DIA. = 4 X O.D. N r OF THE POST r2-**NNSINGLE GATE Ci 1 N.T.S. CORNER POST g Ln z O w cc co LO 6'-0" ti d- 6-0" oa'"_ a SON ao ROCK CHECK DAM --\W M VNrm: cc es t m Z Q LA_ W W z z G O M 6 N CD meq o t J V C. a E TOP & BOTTOM o co TENSION WIRE TRUSS RODS ( N co m ui o I BOTTOM HINGE– M d 180' SWING TRUSS ROD 00 RL POSTS SET IN HOLE DIA. = 4 X O. D. CONCRETE OF THE POST N O zaN wo FRONT VIEW 3 00 m 1FENCE DETAIL. C11 T. S. 10'- 0" MAXIMUI TENSION BAR TOP & BOTTOM TENSION WIRE POSTS SET IN CONCRETE 9 GAGE, 2" MESH GALV. FENCE FABRIC 4'-0" SWING GATE TOP HINGE - 90' SWING SS RODS BRACE RAIL ANGLED SECURITY TOP WITH 3 STRAND BARB WIRE U 1 BOTTOM HINGE - 90' SWING V TDI Icc DAn HOLE DIA. = 4 X O.D. N r OF THE POST r2-**NNSINGLE GATE Ci 1 N.T.S. CORNER POST g Ln z O w cc NATIVE SEED IX: PERCENTAGES ARE BY WEIGHT HORDEUM BRACHYANTHERUM (MEADOW BARLEY) = 25% DANTHONIA CALIFORNICA (CALIFORNIA OAT–GRASS) = 15% ELYMUS GLAUCUS (BLUE WILD RYE) = 10% BROMUS CARINATUS (CALIFORNIA BROME) = 10% FESTUCA ROMERII (ROEMER'S FESCUE) = 10% DESCHAMPSIA CESPITOSA (TUFTED HAIRGRASS) = 10% AGROSTIS EXARATA (SPIKE BENTGRASS) = 10% ALEPECURUS GENICULATUS (WATER FOXTAIL) = 5% DESCHAMPSIA ELONGATA (SLENDER HAIRGRASS) = 5% OTE: 1. BOTTOM SLOPE OF SWALE TO BE 2% MAX. GEOTEXTILE F NATE TO TE ROCK NOTES: 1. ROCK LINED DITCHES TO BE USED WHEN FLOW VELOCITIES EXCEED 4 FPS. 2. MINIMUM ROCK SIZE 3" QUARRY SPALLS. 3. SLOPE TO MATCH ROAD. 4 ROCK— LINED DITCH C11 JKTs. NOTES: 1. INSTALL CHECK DAMS EVERY 12 FEET ALONG FLOW PATH. 2. CHECK DAMS TO BE CONSTRUCTED USING RIP RAP CLASS 50. 3. RIP RAP TO BE 1 FOOT THICK MINIMUM. 5 R0CK CHECK DAM C11 N.T.S. NTO SWALE 6" F7 (OP 7 7-1Jp -1 h Doo1 z- b f Date Receive& FEB 2 6 2016 original Submittal -4;( SEAL• PRO V 4,INF w 79,447 9 GON qs F F¢ DRAWING NUMBER Cil SHEET- 11 OF 10'-0" GRADE6'-0" CL d- 6-0" W22-0" ao ROCK CHECK DAM --\W L0 vi Z W 1 U C° N LLi Q t m Z Q LA_ W W z z C) a: c V) o z t— LOLL fr- to o o w o 0- NATIVE SEED IX: PERCENTAGES ARE BY WEIGHT HORDEUM BRACHYANTHERUM (MEADOW BARLEY) = 25% DANTHONIA CALIFORNICA (CALIFORNIA OAT–GRASS) = 15% ELYMUS GLAUCUS (BLUE WILD RYE) = 10% BROMUS CARINATUS (CALIFORNIA BROME) = 10% FESTUCA ROMERII (ROEMER'S FESCUE) = 10% DESCHAMPSIA CESPITOSA (TUFTED HAIRGRASS) = 10% AGROSTIS EXARATA (SPIKE BENTGRASS) = 10% ALEPECURUS GENICULATUS (WATER FOXTAIL) = 5% DESCHAMPSIA ELONGATA (SLENDER HAIRGRASS) = 5% OTE: 1. BOTTOM SLOPE OF SWALE TO BE 2% MAX. GEOTEXTILE F NATE TO TE ROCK NOTES: 1. ROCK LINED DITCHES TO BE USED WHEN FLOW VELOCITIES EXCEED 4 FPS. 2. MINIMUM ROCK SIZE 3" QUARRY SPALLS. 3. SLOPE TO MATCH ROAD. 4 ROCK— LINED DITCH C11 JKTs. NOTES: 1. INSTALL CHECK DAMS EVERY 12 FEET ALONG FLOW PATH. 2. CHECK DAMS TO BE CONSTRUCTED USING RIP RAP CLASS 50. 3. RIP RAP TO BE 1 FOOT THICK MINIMUM. 5 R0CK CHECK DAM C11 N.T.S. NTO SWALE 6" F7 (OP 7 7-1Jp -1 h Doo1 z- b f Date Receive& FEB 2 6 2016 original Submittal -4;( SEAL• PRO V 4,INF w 79,447 9 GON qs F F¢ DRAWING NUMBER Cil SHEET- 11 OF 10'-0" GRADE6'-0" CL Q 6-0" W22-0" Q ROCK CHECK DAM --\W NATIVE SEED IX: PERCENTAGES ARE BY WEIGHT HORDEUM BRACHYANTHERUM (MEADOW BARLEY) = 25% DANTHONIA CALIFORNICA (CALIFORNIA OAT–GRASS) = 15% ELYMUS GLAUCUS (BLUE WILD RYE) = 10% BROMUS CARINATUS (CALIFORNIA BROME) = 10% FESTUCA ROMERII (ROEMER'S FESCUE) = 10% DESCHAMPSIA CESPITOSA (TUFTED HAIRGRASS) = 10% AGROSTIS EXARATA (SPIKE BENTGRASS) = 10% ALEPECURUS GENICULATUS (WATER FOXTAIL) = 5% DESCHAMPSIA ELONGATA (SLENDER HAIRGRASS) = 5% OTE: 1. BOTTOM SLOPE OF SWALE TO BE 2% MAX. GEOTEXTILE F NATE TO TE ROCK NOTES: 1. ROCK LINED DITCHES TO BE USED WHEN FLOW VELOCITIES EXCEED 4 FPS. 2. MINIMUM ROCK SIZE 3" QUARRY SPALLS. 3. SLOPE TO MATCH ROAD. 4 ROCK— LINED DITCH C11 JKTs. NOTES: 1. INSTALL CHECK DAMS EVERY 12 FEET ALONG FLOW PATH. 2. CHECK DAMS TO BE CONSTRUCTED USING RIP RAP CLASS 50. 3. RIP RAP TO BE 1 FOOT THICK MINIMUM. 5 R0CK CHECK DAM C11 N.T.S. NTO SWALE 6" F7 (OP 7 7-1Jp -1h Doo1 z- b f Date Receive& FEB 2 6 2016 original Submittal -4;( SEAL• PRO V 4,INF w 79,447 9 GON qs F F¢ DRAWING NUMBER Cil SHEET- 11 OFAttachment 5, Page 12 of 16 r,'s EA oC0Attachment 5, Page 13 of 16 L R E vm 0 Q_ E 0rn M o i Q 0 N M O a w I rn 3 v U) C0 Y 6 N Lt7 C a m N Q 1 r m ww i C5 z ww z z 0 Q i L_ 0 LQi d CO O 0- E 0 - LoLo I v 0 m D C 0- U) i Co rail CHAIN LI DOUBLE SEE 4/S- IL..1J—IL LVMn V{ TYP OF 4, DISCHARGE AT NOTES" GRADE TO 5PLA514BLOCK i_ SEE STRUCTURAL DRAWINGS FOR ALL OTHER CMU REINFORCING NOT SHOWN. i EAST ELEV,TION 3 WrEST ELEVATION dt2 v48=P- ID1 MP W/ C1 E: 32'x24' INTAKE LOUT 5D-1/SL-1 5E AND SCHED Fi vv{vv. v r-v I Ll' -79" P 1/4'x1! 'x16' HOG FOR MOUNTING LIGHT FIXTURE. SEE ELECT. DRAWINGS FOR HEIGHT 2 Ar' TYR SMOOTH -FACE CMU, ABOVE 14'-0 ALL SIDES_ TYP EXTERIOR 12 LIGHT SPLIT -FACE CMU, 4 BELOW 14'-0 ALL SIDES. TYP 2'-0' TYP 2 RICHT ELEVATION HSS roxro COL, TYP TOP OF CMU WALL o GENERATOR ENCLOSURE J J 3 I ATTACH DOWNSPOUT ;p TO STEEL COL 4 CMU WALL SOUTH ELEVATION owl L4 w,o 6' CONC. SLAB aL SOFFIT PANEL 3 x FULL HT ELL FOR TWO CELL H END OF BUILDING 5 DWL EA CELL STRUCTURAL PLANS H END OF BUILDING 6p Dam Received: FEB2 6 2016 Original Submfittal_ Lo D Co = Z M ti Cn Cn M Ch O O f6 ON N tC ao (Dc4 c vti: _ ui D`n`o MO M aD C) cru U'> cUa I z O V) w cc o0 00 x O zw 0`r0 I L0 w Q m 3: 0' u - F— }'— w W z Z r Q 2 F- U) s - F- v ui 0! oa 0 0 O 0 0- 00 0 Im 0oamim - I z O V) w cc z 0 Q g V) IS G D F— Ln V Z 0 F_ J uj z D m SEAL- PRQfF vS Gt NEF 79,447 r. coN qs P F R DRAWING NUMBER A2 SHEET: 2 of C r O 0`r0 I L0 II L;jz 1 0 r N LLI Q Q m 3: 0' u - F— }'— w W z Z r Q 2 F- U) s - F- v ui 0! V) 0 0 Lv 0 0- z 0 Q g V) IS G D F— Ln V Z 0 F_ J uj z D m SEAL- PRQfF vS Gt NEF 79,447 r. coN qs P F R DRAWING NUMBER A2 SHEET: 2 of CAttachment 5, Page 14 of 16 Disturbed Ground/ Late Seeding Mix + Grasses SCHIi 4-6 PLS Ib/ac) SATREe. Grass (50%) Elymus glaucus 2.5 Elymus trachycaulus Festuca roemeri Koeleria macrantha Poa secunda Forbs (50%) Achillea millefolium Amsinckia menziesii var. intermedia Artemisia douglasiana Clarkia amoena Collinsia grandiflora Collomia grandiflora 2.5 15 15 15 4 1 3 1 1.5 1.5 Epilobium densiflorum 1.5 Enophyllurn lanatum 4 Gilia capitata 1 Lomatium nudicaule 2 Lotus purshianus 1 Lupinus rivularis 2 Madia elegans 1 Madia gracilis 1.5 Plectritis congesta 6 Prunella vulgaris var. lanceolata 4 Ranunculus occidentalis 5 Rumex salicifolius 3 Sidalcea malviflora ssp. virgata 3 Solidago elongata 3 100 Qty. lBotanical Name lcommon Name Size TREES 20 Pinus ponderosa Ponderosa Pine Bare Root Seedling 10 Quercus garryana Oregon Oak lBare Root Seedling r EXISTING WATER t \ _-' TANK HOLD 4" DEEP MULCH 2" FROI STEM FINISH GRADE ROOT CROWN ABOVE FINISH GRADE PLANTING BACK PLANTING DETAIL NTS 7ITF111TL11 r DRIWATER TIME RELEASE WATER: WWW.DRIWATER,COM 707) 588-1440 DRIWATER SOLID TUBE AND GEL PAC: PLACE NEXT TO ROOT BALLAT SLIGHTANGLE INWARD. BOTTOM END MINIMUM 4" BELOW SOIL SURFACE. NOTES: 1. SOIL SHOULD BE WATERED AT TIME OF INITIAL DRIWATERAPPLICATION. 2. REMOVE DRIWATER GEL FROM PACKAGE PRIOR TO PLACEMENT 1N TUBE. l f I EXISTING WATER \. ` TANK ice.-- -. 6 .. .. ,. - ,f.. .- .... -. .. .. 5 OREGON OAK, r .. :r . .•. .. , , .,. .....,.,;,;. / _ / (11) PONDEROSA PINEi / v...: r .. _ .. PUMP •'' ''''`` e - - - - - - - - - - -.eta+:•,-+r:7:+`,'".•::1".• 'i. , .....i+ ` ...._ ti,• J• r 3) OREGON OAK r. r a is v 1 EXISTING CONIFEROUS TREE TO REMAIN EXISTING DECIDUOUS TREE TO REMAIN PROPOSED CONIFEROUS TREE r PROPOSED DECIDUOUS TREE0 PROPOSED SEEDING - APPROX. 1.01 ACRES NOTES 1. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT. 2. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO THE EXECUTION OF THE WORK 3, VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXECUTION OF WORK. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND IN A MANNER APPROVED BY THE GENERAL CONTRACTOR. 4. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO REMAIN FROM ABRASION AND COMPACTION. DO NOT CUT LIMBS OR ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF ROOTS LARGERTHAN WIN DIAMETER WITHOUT PRIOR APPROVAL OF LANDSCAPE ARCHITECT. 5. MINIMIZE SOIL DISTURBANCE OVER ROOTS OF TREES TO REMAIN. 6. INSTALL IRRIGATION TUBES AS SPECIFIED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 7. TREES PLANTED TOO DEEPLY WILL NOT BE ACCEPTED. SEE TREE PLANTING DETAIL. AREA TO BE SEEDED 1 OREGON OAK 9) PONDEROSA PINE / °' • 1LR ' O EGONOAK P.Pi.Lp-ow4 E8 2 6 2016 rigine! Submittal—Ll, LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 2.26.2016 t• LANDSCAPE ARCHITECTS -I- SCHIi 1 SATREe. m o < a0 iWza2 m J I Es i= 0) "koCOoRW=i 00 M o Ill a) 0 jeerXRRRv= WH L maa M amam CM a CMN .D $ h ow CO 40W 0cto, A L e. eG• y. — g -I 9 Z O7Fzp C opo`= M f W 4 F Os 7yr W O t/? M 0- a=iS J'ST. tQy' 8 R OA TRE E-1 ON Z SUjW z Q 0. om z O .r. W W om HCO) U CL C G N Z 0. W Q U) W N Scale: l'_ 4(N 0' 0 20 40 80 Revisions Date Description m L N 2 p tai c Y m cc Ll 0 OAttachment 5, Page 15 of 16 1. THIS PLAN SHOWS ALL SURVEYED TREES. 2. THERE ARE MORE TREE ON THE SITE THAN THOSE SURVEYED. 3. THE SIZE AND SPECIES OF TREES IS SHOWN FOR TREES OF 5" DBH OR GREATER THAT ARE PROPOSED FOR REMOVAL. 4. THE BASIS OF THE TREE SURVEY (TREE SIZE AND LOCATION) IS A SURVEY DATED PROVIDED BY SPRINGFIELD UTILITY BOARD. 5. NOTIFICATION SHOULD BE GIVEN TO UTILITY PROVIDERS FOR VERIFICATION PRIOR TO REMOVING TREES. 6. EXISTING TREES TO BE RETAINED SHALL BE CLEARLY FLAGGED, IDENTIFIED, AND PROTECTED. 7. PRIOR TO ANY CLEARING, DEMOLITION, EXCAVATING, GRADING, TREE REMOVAL, OR OTHER INVASIVE SITE CONSTRUCTION ACTIVITY, PROTECTIVE FENCING MUST BE INSTALLED. 8. ALL FELLING AND BUCKING SHALL OCCUR BETWEEN THE HOURS OF 8AM AND 5PM MONDAY THROUGH SATURDAY TO LIMIT NOISE IMPACTS ON NEIGHBORS. 9. TREES AND SLASH SHALL BE REMOVED WITHIN 72 HOURS OF FELLING. 10. HAULING ROUTE FOR TREES AND SLASH WILL BE DETERMINED BY CONTRACTOR. 11. SEE PLANTING PLAN (SHEET L-1) FOR PROPOSED TREE REPLACEMENT AND MITIGATION LANDSCAPE. 1. TREES PROPOSED FOR REMOVAL WITHIN REDEVELOPMENT AREA 85 2. TREES PROPOSED FOR PLANTING - WITHIN REDEVELOPMENT AREA 30 PROTECTh p V k f a 'V 6' METAL T ©D FENCE STAKES O 6' MAXIMUM BETWEEN STAKES 4' MIN. ORANGE POLY I.r DRIPLINE —' SAFETY FENCING. ZONE OF PROTECTION DRIPLINE SEE NOTES BELOW TO DETERMINE AREA N.T.S. NOTES: 1. THE DRIPLINE IS A ROUGHLY CIRCULAR LAND AREA MEASURED BENEATH A TREE. THE APPROXIMATE CENTER OF THE AREA IS THE TRUNK OF THE TREE AND THE RADII ARE EQUALTO THE HORIZONTAL MEASURES OF THE LONGEST BRANCHES (SDC 6.1-110). 2. NO SOIL GRADE CHANGES OR COMPACTION SHALL TAKE PLACE WITHIN THE DRIPLINE, EXCEPT AS DIRECTED. 3. NO STORAGE OF MATERIAL SHALL BE ALLOWED WITHIN THE DRIPLINE. 4. IF WORK IS DONE WITHIN THE DRIPLINE, CARE SHALL BE TAKEN TO MINIMIZE ROOT DISTURBANCE. SPECIAL CARE SHALL BE TAKEN DURING EXCAVATION AND CONSTRUCTION TO AVOID DAMAGE TO TREE ROOTS. LOCATE EXISTING TREE ROOTS USING HAND TOOLS OR APPROVED METHODS. 5. PROTECTIVE FENCING WILL BE INSTALLED ON TREES TO REMAIN WITHIN AND ADJACENT TO THE LIMIT OF WORK. 6. NO ROOT OVER 2" SHALL BE CUT WITHOUT APPROVAL OF THE PROJECT LANDSCAPE ARCHITECT. ROOTS SHALL BE CUT WITH APPROVED SAWS. NO ROOTS SHALL BE CUT OR TORN DURING TRENCHING WITH POWER EQUIPMENT. UTILITY LINES SHALL BE INSTALLED BY HAND DIGGING OR TUNNELING UNDER ROOTS, AS NECESSARY, TO AVOID CUTTING ROOTS 2" AND LARGER. WATER TANK 1 1- i r.. r ; EXISTING WATER t 36" FIR o J : •. TANK ' 46" FIRr3 t• 6"CEDAR r• 14" CEDAR t CEDAR 1 r t 12 CEDAR R J CEDARt • o ,; ..: . • • :.' • ` 6 X 2"" CEDAR r 4" F V IR 8* MAPLE r. , . ... .. • . : _ _ ... :. 36 CEDAR r . •. .. - •_ . .•. <,.f •. .. . ,: ' • .t• .; ... 54 CEDAR ---c— r • ... s 8 FIR LIMIT OF WORK 10" CEDAR 10" CEDAR 10" CEDAR 8" CEDAR 12" OAK 22" FIR 16" CEDAR 12" CEDAR 40" FIR 12" FIR 24" FIR 16" OAK 12 CEDAR 16"OAKS EXISTING CONIFEROUS TREE EXISTING CONIFEROUS TREE TO REMAIN TO BE REMOVED EXISTING DECIDUOUS TREE EXISTING DECIDUOUS TREE TO REMAIN TO BE REMOVED 14" FIR \ 14" FIR 14" FIR 14" FIR 14" FIR 16" FIR 8" FIR r.16 FIR 14X2" OAK r ., 8 FIRPUMP IONr .., STAT •:. ,--_- ---- .- _ r 00 f ' 10 X 2" MAPLE w O 24 X 3" MAPLE J 4 I 18" FIR 12" FIR 14" FIR 14" FIR 44" FIR 48" FIR 26" FIR 10" MAPLE 38" FIR — 30" FIR — 40" FIR — 18" FIR ' 40" FIR 40" FIR 8" CHERRY - 22" CEDAR — 16" CEDAR — 22" CEDAR - 12" CEDAR — 24" CEDAR — 18" CEDAR — 2 X 16" CEDAR 18" CEDAR — 4v1tt Pq R'f Date Received. FEB 2 6 2016 Original Submittal .. LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 2.26.2016 w f LANDSCAPE ARCHITECTS -F SCHI1 SATRIN 1 o a a 2.1.062 a4 afWOQ S J CL2-1 cI F- 6 4 0LO COco C C ~ iY V W W qq2 4 8 C LLI LL O E N 0 8 6 Cl) w I Go W W 9 W40rte'. E o=LLo n wC( D V 0 aCO HHEiEa ST 84 C'' R TRE H ON Z Z 2 W joaW CD zCL 2 Z F W Q W U z W W CL W 1ww Scale: l' - 40' 0' 0 20 40 80 Revisions Date Description m E z z IL o v o a L2mO XAttachment 5, Page 16 of 16 BEFORE THE PLANNING COMMISSION OF THE CITY OF SPRINGFIELD, OREGON REQUEST FOR DISCRETIONARY USE + CASE NO. TYP316-00001 + FINDINGS, CONCLUSIONS, + AND ORDER NATURE OF THE APPLICATION The applicant submitted a Discretionary Use request for a high impact public utility facility on a non-addressed site that is located north of Mountaingate Drive on the western edge of the Mountaingate neighborhood (Assessor’s Map 18-02-03-00, Tax Lots 800 & 801; and Map 18- 02-04-11, Tax Lot 10900). The site is within the Low Density Residential (LDR) District and the Springfield Development Code Sections 3.2-210 and 4.7-160 lists high impact utility facilities that are not shown in the adopted Public Facilities and Services Plan as a Discretionary Use in the LDR District. The Discretionary Use request requires action by the Planning Commission before successive land use actions can be approved for the site. 1. On February 26, 2016 the following application for a Discretionary Use was accepted: Allow for a high impact public utility facility in the Low Density Residential District, Case Number TYP316-00001, Steve Wages, Springfield Utility Board, applicant. 2. The application was submitted in accordance with Section 5.4-105 of the Springfield Development Code. Timely and sufficient notice of the public hearing, pursuant to Section 5.2-115 of the Springfield Development Code, has been provided. 3. On April 19, 2016 a public hearing on the Discretionary Use request was held. The Development and Public Works Department staff notes including criteria of approval, findings and recommendations, together with the testimony and submittals of the persons testifying at that hearing have been considered and are part of the record of this proceeding. CONCLUSION On the basis of this record, the requested Discretionary Use application is consistent with the criteria of Section 5.9-120 of the Springfield Development Code. This general finding is supported by the specific findings of fact and conclusions in the attached staff report (Exhibit A) attached hereto. ORDER It is ORDERED by the Planning Commission of Springfield that Case Number TYP316-00001, Discretionary Use Request, be approved. This ORDER was presented to and approved by the Planning Commission on April 19, 2016. APPEAL Pursuant to SDC Sections 5.1-135 and 5.2-155, this Type III decision is final unless appealed to the Springfield City Council in accordance with SDC Section 5.3-120. Only those persons who participated either orally or in writing have standing to appeal the Planning Commission’s decision. An appeal application shall be filed with the Director within 15 calendar days of the Planning Commission’s decision (ie. by 5:00 pm on May 4, 2016) to be considered valid. The appeal application shall be accompanied by the fee prescribed by the City Council ($2,468.00). Attachment 6, Page 1 of 2 The filing fee will be refunded to the appellant if one or more of the appeal allegations are upheld by the City Council, or if the decision is amended, remanded or reversed. _______________________________ Planning Commission Chairperson ATTEST AYES: NOES: ABSENT: ABSTAIN: Attachment 6, Page 2 of 2 BEFORE THE PLANNING COMMISSION OF THE CITY OF SPRINGFIELD, OREGON REQUEST FOR SITE PLAN REVIEW + CASE NO. TYP216-00014 + FINDINGS, CONCLUSIONS, + AND ORDER NATURE OF THE APPLICATION The applicant submitted a Site Plan Review application for construction of an 800 ft2 pump station building, realigned access driveway, slope grading and recontouring, and water pipeline connection to the public system in Mountaingate Drive for an existing non-addressed utility installation on the western edge of the Mountaingate neighborhood (Assessor’s Map 18-02-03- 00, Tax Lots 800 & 801; and Map 18-02-04-11, Tax Lot 10900). The site is within the Low Density Residential (LDR) District and the Springfield Development Code (SDC) Sections 3.2- 210 and 4.7-160 lists high impact public utility facilities as requiring Site Plan Review in the LDR District. The Site Plan Review application is being processed concurrently with a Discretionary Use request requiring action by the Planning Commission before the subject development can be approved for the site. 1. On February 26, 2016 the following application for Site Plan Review was accepted: Allow for an 800 ft2 pump station building with realigned access driveway and new water pipeline connection to the public system in Mountaingate Drive in the Low Density Residential District, Case Number TYP216-00014, Steve Wages, Springfield Utility Board – Water Engineering Division, applicant. 2. The application was submitted in accordance with Section 5.4-105 of the Springfield Development Code. Public notification and request for comments, pursuant to Section 5.1-130.B of the Springfield Development Code, has been provided. 3. On April 19, 2016 the Planning Commission reviewed the subject application for Site Plan Review in conjunction with the applicant’s request for Discretionary Use. The Development & Public Works Department staff notes including criteria of approval, findings, and recommended conditions of approval, along with the testimony received at the public hearing, have been considered and are part of the record of this proceeding. CONCLUSION On the basis of this record, the requested Site Plan Review application is consistent with the criteria of Section 5.17-125 of the Springfield Development Code. This general finding is supported by the specific findings of fact, conclusions, and recommended conditions of approval in the attached staff report (Exhibit A) attached hereto. ORDER It is ORDERED by the Planning Commission of Springfield that Case Number TYP216-00014, Site Plan Review application, be approved. This ORDER was presented to and approved by the Planning Commission on April 19, 2016. EXPIRATION OF APPROVAL This approval expires two (2) calendar years after the date of approval by the Planning Commission unless extended in accordance with the provisions of SDC Section 5.17-140. Attachment 7, Page 1 of 2 APPEAL Pursuant to SDC Sections 5.1-135 and 5.2-155, this Type II decision is final unless appealed to the Springfield City Council in accordance with SDC Section 5.3-120. Only those persons who participated either orally or in writing have standing to appeal the Planning Commission’s decision. An appeal application shall be filed with the Director within 15 calendar days of the Planning Commission’s decision (ie. by 5:00 pm on May 4, 2016) to be considered valid. The appeal application shall be accompanied by the fee prescribed by the City Council ($2,468.00). The filing fee will be refunded to the appellant if one or more of the appeal allegations are upheld by the City Council, or if the decision is amended, remanded or reversed. _______________________________ Planning Commission Chairperson ATTEST AYES: NOES: ABSENT: ABSTAIN: Attachment 7, Page 2 of 2