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HomeMy WebLinkAboutSWP272271(2) (2) STAFF City of Renton REPORT Department of Planning/Building/Public Works ENVIRONMENTAL REVIEW COMMITTEE A. BACKGROUND ERCMEETINGDATE June 25, 1996 Project Name: High Avenue South Stormwater Outfall Improvement Project Applicant: City of Renton Surface Water Utility File Number LUA-96-062,ECF Project Manager: Mark Pywell/Ron Straka Project Description: The project consists of reconstructing and improving an existing stormwater outfall located at the north end of High Avenue South. The existing storm drain is a 12-inch diameter corrugated metal pipe (CMP)that serves approximately 31 acres along High Avenue South,Beacon Way South, and Jones Avenue South. Runoff from the upland area is collected and discharged at the top of the slope at the north end of High Avenue South. Stormwater discharged from the existing outfall at the top of the slope may increase the risk of landslides to adjacent slopes, loss of property, and damage to the existing outfall. A landslide occurred in August 1995 following a >1-inch storm event. The slide damaged landscaping on private property immediately upslope of the existing outfall. To reduce the landslide potential, the project will install a"tightline" pipe extension beginning at the last catch basin located in the north end of the High Avenue South right-of-way, replacing the 12-inch CMP, and traversing the slope from the existing outfall to the base of the steep slope area (see attached site plan). The project will reconstruct and extend the existing outfall using 16- and 18-inch diameter high density polyethylene (HDPE)pipe. Eighteen-inch diameter pipe would be installed in the upslope area from the catch basin to the edge of the hillside, reducing down to sixteen-inch pipe along the hillside to the outlet structure. The new HDPE pipe will extend about 450 feet into a catch basin/outlet structure at the bottom of the steep slope. At this point, stormwater flow will continue along the natural drainage course. The lower catch basin will function as an energy dissipator to minimize erosion at the downstream end of the pipeline. Approximately 350 feet of the HDPE will be constructed above ground. The approximately 80-foot section of pipeline at the top of slope and the 20-foot section at the downstream end of the pipeline at the energy dissipator will be installed below ground in a trench. The remainder of the pipeline will be surface mounted and anchored along the hillside. Project Location: The project is located at the north end of High Avenue South (Section 17, Township 23 North, Range 5 East), extending northward a distance of about 450 feet onto City Parks Department property(see Figure 1). 96-390.DOC 9� z -J Sl N 4TH ST 2 405 m N < �O 3RD ST g AIRPORT WAY 900 S z E a D o a z m 900 0 169 S 2ND ST 0 J 900 S 3RD ST N Q L cn V) Project Site S AS Q Q cn a c Z Li > R Y a cn a J ST H Q '. NpRTNE = J bi w a S 6TH ST Cn TH ST C� S 7TH CT S 7TH ST (n y z C-) a Q 515 = o � SF Legend —•--• HDPE Pipe Outfall/Catch Basin c� a N 167 N Q N Z �O O O W n PUGET © E N T R A N C O Figure 1 Project Vicinity City of Renton PIBIPW Department • Eenmental Review Committee Staff Report High Avenue South Stormwater Outfall Improvement Project LUA-96-062,ECF REPORT AND DECISION OF JUNE 25, 1996 Page 2 of 5 Exist. Bldg. Area(gsfi: NA Proposed New Bldg. Area NA (gsi Site Area: Approximately 15,000 Total Building Area (gsfi: NA square feet of construction area. RECOMMENDATION Staff Recommend that the Environmental Review Committee issue a Determination of Non-Significance. 96-390.DOC City of Renton PIBIPW Department • Eonmental Review Committee Staff Report High Avenue South Stormwater Outfall Improvement Project LUA-96-062,ECF REPORT AND DECISION OF JUNE 25, 1996 Page 3 of 5 B. RECOMMENDATION Based on analysis of probable impacts from the proposal, staff recommend that the Responsible Officials make the following Environmental Determination: DETERMINATION OF DETERMINATION OF NON-SIGNIFICANCE NON-SIGNIFICANCE-MITIGATED. Issue DNS with 14 day Appeal Period. Issue DNS-M with 15 day Comment Period with Concurrent 14 day Appeal Period. X Issue DNS with 15 day Comment Period with Issue DNS-M with 15 day Comment Period followed Concurrent 14 day Appeal Period. by a 14 day Appeal Period. C. MITIGATIONMEASURES No additional mitigation measures, beyond those incorporated into the project design as part of the normal construction process are recommended. Advisory Notes to Applicant. The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only,they are not subject to the appeal process for environmental determinations. FIRE DEPARTMENT COMMENTS 1. Maintain emergency access during construction. POLICE DEPARTMENT COMMENTS 1. Project will have minimal impact on police services. PARKS DEPARTMENT COMMENTS 1. All disturbed areas should be hydroseeded and/or re-established with native plant materials. Hydroseeded areas should be stabilized with jute mesh as necesseary. 2. Area downstream of outlet structure/energy dissipator should be protected with larger rock (i.e., half man) to stabilize soil. (Note: This comment was based on preliminary design information. The current design for the rock pad to be installed downstream of the outlet structure/energy dissipator calls for "light loose rip rap" which is larger than the half-man rock requested by the Parks Department). 3. A list of plant materials used for stabilization should be submitted to the Parks Department for review.. D. ENVIRONMENTAL IMPACTS Whether the applicant has adequately identified and addressed environmental impacts anticipated to occur in conjunction with the proposed development? 1. Earth Impacts: Approximately 200 cubic yards of soil will be excavated to install the storm drain pipeline. Most of the soil excavated for the pipeline trench in the upslope area will be removed and disposed of offsite because the trench in this area will be backfilled with controlled density fill. Topsoil will be stockpiled on site and used to restore the surface of the trench following pipeline installation. Soil excavated to construct the short section of underground pipeline and outlet structure/energy dissipator in the downslope area will be reused as pipe backfill material, if suitable. Excess material will be feathered into the existing ground adjacent to the energy dissipator. 96-390.DOC City of Renton PIBIPW Department • Eonmental Review Committee Staff Report High Avenue South Stormwater Outfall Improvement Project LUA-96-062,ECF REPORT AND DECISION OF JUNE 25, 1996 Page 4 of 5 Soil exposed for installation of underground structures and pipeline would be stabilized following construction. The pipeline trench in the upslope area would be restored in-kind following pipeline installation. Disturbed soil at the downstream end of the pipeline and in the vicinity of the outlet structure would be reseeded with native vegetation. Installation of the storm drain pipeline will significantly reduce soil erosion by preventing runoff from the upslope area from contacting the steep hillside. The hillside area where the landslide occurred would be further stabilized by installing either a plastic covering or via reseeding, if feasible to reduce the potential for further erosion damage. Mitigation Measures: No additional mitigation beyond those proposed by the applicant are recommended. Nexus: N/A Z Air Impacts: Temporary emissions of exhaust from construction equipment. The contractor will be required to maintain appropriate emission control devices on all construction equipment. Mitigation Measures: No additional mitigation beyond those proposed by the applicant are recommended. Nexus: N/A 3. Water Im�agta: During construction, the contractor will be required to provide a temporary bypass system to safely convey runoff from the upslope areas to the bottom of the steep slope. There is a small wetland located on the terrace below the pipeline outlet structure, which appears to be fed by hillside seeps. The outlet structure/energy dissipator would be installed in the wetland buffer approximately 20 to 30 feet from the edge of the wetland. The energy dissipator will minimize erosion at the pipeline outlet by reducing the velocity of the runoff discharged from the pipeline. In addition, a rip rap pad would be installed immediately downstream of the energy dissipator to further reduce erosion by dispersing the flow and stabilizing the downstream channel. Surface water runoff would continue to discharge to the drainage course at the bottom of the steep slope, thus maintaining flow in this system. Mitigation Measures: No additional mitigation beyond those proposed by the applicant are recommended Nexus: N/A 4. Noise Impacts: Construction activities will generate a temporary increase in noise in the vicinity of the project. Noise levels could be as high as 90 dBA. Construction activities would be limited to week days during the hours of 7:00 a.m. and 5:00 p.m. to minimize impacts on surrounding property owners. Heavy equipment will be equipped with mufflers to extent possible as required by city code and state regulations. Mitigation Measures: No additional mitigation beyond those proposed by the applicant are recommended Nexus: N/A 96-390.DOC City of Renton PIB/PWDepartment . Eonmental Review Committee Staff Report High Avenue South Stormwater Outfall Improvement Project LUA-96-062,ECF REPORT AND DECISION OF JUNE 25, 1996 Page S of S E. COMMENTS OF REVIEWING DEPARTMENTS The proposal has been circulated to City Departmental/Divisional Reviewers for their review. Where applicable,these comments have been incorporated into the text of this report as Mitigation Measures and/or Notes to Applicant. _ Copies of all Review Comments are contained in the Official File. X Copies of all Review Comments are attached to this report. 96-390.DOC Ci of`.onto i /Building//P01 Nor ty n Department of Planning/ng g ks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: P&ykN COMMENTS DUE: JUNE 13, 1996 APPLICATION NO: LUA-96-062,ECF DATE CIRCULATED: MAY 30, 1996 APPLICANT: CITY OF RENTON/SURFACE WATER UTILITY PROJECT MANAGER: MARK PYWELL PROJECT TITLE: HIGH AVENUE STORMWATER OUTFALL WORK ORDER NO: 78096 IMPROVEMENT LOCATION: 525 HIGH AVENUE SOUTH ` SITE AREA: 15,000 SQ.FT. I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: THE CITY OF RENTON, SURFACE WATER UTILITY DEPARTMENT, SEEKS TO INSTALL A NEW STORMWATER OUTFALL THAT WILL EXTEND THE EXISTING OUTFALL APPROXIMATELY 450 FEET FROM THE NORTH END OF HIGH AVENUE SOUTH TO THE BASE OF THE ADJACENT STEEP SLOPE. THE STORMWATER WILL REJOIN THE NATURAL WATER COURSE AT THE BASE OF THE SLOPE. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housln Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Envlronmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation �e , 2oc� _ 2>.�c/•�e_jsZe O/z-� B. POLICY- tLATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is neede to property assess01 this pr osal. k�Signature of Director or Authorized Representative Da e D6APP.DOC Rev.10193 Cityot .,enton Department of Planning/Building/Pub„L; Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Ptdh RevlCW- -COMMENTS DUE: JUNE 13, 1996 APPLICATION NO: LUA-96-062,ECF DATE CIRCULATED: MAY 30, 1996 t APPLICANT: CITY OF RENTON/SURFACE WATER UTILITY PROJECT MANAGER: MARK PYWELL RECE51UID PROJECT TITLE: HIGH AVENUE STORMWATER OUTFALL WORK ORDER NO: 78096 j I � IMPROVEMENT v 1'� 6 LOCATION: 525 HIGH AVENUE SOUTH SITE AREA: 15,000 SQ.FT. I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: THE CITY OF RENTON, SURFACE WATER UTILITY DEPARTMENT, SEEKS TO INSTALL A NEW STORMWATER OUTFALL THAT WILL EXTEND THE EXISTING OUTFALL APPROXIMATELY 450 FEET FROM THE NORTH END OF HIGH AVENUE SOUTH TO THE BASE OF THE ADJACENT STEEP SLOPE. THE STORMWATER WILL REJOIN THE NATURAL WATER COURSE AT THE BASE OF THE SLOPE. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ HistoriclCultural Natural Resources Preservation B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS JI0 c corrfwL -1 We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Signature of Director or Authorized Representative Date DEVAPP.DOC Rev 10/93 City of Renton Department of Planning/Building/POIC Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: F�VC_ PV-eVe.0QM COMMENTS DUE: JUNE 13, 1996 APPLICATION NO: LUA-96-062,ECF DATE CIRCULATED: MAY 30, 1996 APPLICANT: CITY OF RENTON/SURFACE WATER UTILITY PROJECT MANAGER: MARK PYWELL PROJECT TITLE: HIGH AVENUE STORMWATER OUTFALL WORK ORDER NO: 78096 IMPROVEMENT LOCATION: 525 HIGH AVENUE SOUTH SITE AREA: 15,000 SQ.FT. I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: THE CITY OF RENTON, SURFACE WATER UTILITY DEPARTMENT, SEEKS TO INSTALL A NEW STORMWATER OUTFALL THAT WILL EXTEND THE EXISTING OUTFALL APPROXIMATELY 450 FEET FROM THE NORTH END OF HIGH AVENUE SOUTH TO THE BASE OF THE ADJACENT STEEP SLOPE. THE STORMWATER WILL REJOIN THE NATURAL WATER COURSE AT THE BASE OF THE SLOPE. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water LI hVGlare Plants Recreation LandiShoreline Use Utilities Animals ransportation Environmental Health Public Services Energy/ HistoriclCultural Natural Resources J Preservation �d � (o r- �ir+�a C_ B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS p /f/d,.ri la.J met-q enc./ aCccsS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where addi6'onal' formation is ne to properly assess this proposal. Signatur¢of irector or Authorized Rep sentative Date DEVAPP. C Rev.10193 City of Renton Department of Planning/Building/PuL,.c Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: tMSey1,Lk t,6 COMMENTS DUE: .TUNE 13, 1996 APPLICATION NO: LUA-96-062,ECF DATE CIRCULATED: MAY 30, 1996 APPLICANT: CITY OF RENTON/SURFACE WATER UTILITY PROJECT MANAGER: MARK PYWELL C PROJECT TITLE: HIGH AVENUE STORMWATER OUTFALL WORK ORDER NO: 78096 IMPROVEMENT ,t , LOCATION: 525 HIGH AVENUE SOUTH 1�1&// , 9 SITE AREA: 15,000 SQ.FT. I BUILDING AREA(gross): N/A •` SUMMARY OF PROPOSAL: THE CITY OF RENTON, SURFACE WATER UTILITY DEPARTMENT, SEEKS TO INSTALL A Ni�16,O STORMWATER OUTFALL THAT WILL EXTEND THE EXISTING OUTFALL APPROXIMATELY 450 FEET FROM THE NORTH /V END OF HIGH AVENUE SOUTH TO THE BASE OF THE ADJACENT STEEP SLOPE. THE STORMWATER WILL REJOIN THE NATURAL WATER COURSE AT THE BASE OF THE SLOPE. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water LI ht/Giare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation B. POLICY-RELATED COMMENTS �oN� C. CODE-RELATED COMMENTS I W We hafvfvie wed this plication with particular attention to those areas in which we have expertise and have identified areas of probable impactor areas w e i f s e 'ded to property assess this proposal. &-'3� Si ure of Director or Authorized Representative Date DE APP.DOC Rev.10/93 RECE/ �oN City of Renton Department of Planning/Building/Public Works �,.'�`1/' � ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW_WHi_9kT REVIEWING DEPARTMENT: COMMENTS DUE: JUNE 13, 1996 /tvu O��I�IQN APPLICATION NO: LUA-96-062,ECF DATE CIRCULATED: MAY 30, 1996 APPLICANT: CITY OF RENTON/SURFACE WATER UTILITY PROJECT MANAGER: MARK PYWELL PROJECT TITLE: HIGH AVENUE STORMWATER OUTFALL WORK ORDER NO: 78096 IMPROVEMENT LOCATION: 525 HIGH AVENUE SOUTH SITE AREA: 15,000 SQ.FT. BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: THE CITY OF RENTON, SURFACE WATER UTILITY DEPARTMENT, SEEKS TO INSTALS' W STORMWATER OUTFALL THAT WILL EXTEND THE EXISTING OUTFALL APPROXIMATELY 450 FEET FROM THE NOW END OF HIGH AVENUE SOUTH TO THE BASE OF THE ADJACENT STEEP SLOPE. THE STORMWATER WILL REJOIN THE NATURAL WATER COURSE AT THE BASE OF THE SLOPE. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Li htlGlare Plants Recreation Land/Shoreline Use Utilities Animals Trans ortation Environmental Health Public Services Energyl Historic/Cultural Natural Resources Preservation B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS a')v o L41 . We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas ofprobable impact or areas where additional information//is nnIeeded to property assess this proposal. Signature of Director or Authorized Representative Date DEVAPP.DOC Rev.10/93 • Ci of Henton Department of Planning/Building/P (; Works tY P 9 9 ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: e OMMENTS DUE: JUNE 13, 1996 APPLICATION NO: LUA-96-062,ECF DATE CIRCULATED: MAY 30, 1996 APPLICANT: CITY OF RENTON/SURFACE WATER UTILITY PROJECT MANAGER: MARK PYWELL C PROJECT TITLE: HIGH AVENUE STORMWATER OUTFALL WORK ORDER NO: 78096 IMPROVEMENT O LOCATION: 525 HIGH AVENUE SOUTH SITE AREA: 15,000 SQ.FT. BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: THE CITY OF RENTON, SURFACE WATER UTILITY DEPARTMENT, SEEKS TO INSTAL L'�f W STORMWATER OUTFALL THAT WILL EXTEND THE EXISTING OUTFALL APPROXIMATELY 450 FEET FROM THE RT , END OF HIGH AVENUE SOUTH TO THE BASE OF THE ADJACENT STEEP SLOPE. THE STORMWATER WILL REJOIN THE NATURAL WATER COURSE AT THE BASE OF THE SLOPE. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water LI ht/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ HistoriclCultural Natural Resources Preservation B. POLICY-RELATED COMMENTS C. CODE-�R)ELATED COMMENTS /VU LDIMNIf We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to property assess this proposal. Signature of Director or Authorized Representative Date DEVAPP.DOC Rev.10193 City of t<enton Department of Planning/Building/Pubuu Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: �`�� COMMENTS DUE: JUNE 13, 1996 APPLICATION NO: LUA-96-062,ECF DATE CIRCULATED: MAY 30, 1996 APPLICANT: CITY OF RENTON/SURFACE WATER UTILITY PROJECT MANAGER: MARK PYWELL PROJECT TITLE: HIGH AVENUE STORMWATER OUTFALL WORK ORDER NO: 78096 IMPROVEMENT LOCATION: 525 HIGH AVENUE SOUTH SITE AREA: 15,000 SQ.FT. I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: THE CITY OF RENTON, SURFACE WATER UTILITY DEPARTMENT, SEEKS TO INSTALL A NEW STORMWATER OUTFALL THAT WILL EXTEND THE EXISTING OUTFALL APPROXIMATELY 450 FEET FROM THE NORTH END OF HIGH AVENUE SOUTH TO THE BASE OF THE ADJACENT STEEP SLOPE. THE STORMWATER WILL REJOIN THE NATURAL WATER COURSE AT THE BASE OF THE SLOPE. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use L Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. I P-1 _� (z) Sign ure of Director or uthor' ed Represen ative Date DEVAPP.DOC Rev.10/93 CITY OF RENTON '4p� PLANNINGBUILDING/PUBLIC WORKS 9 MEMORANDUM0���0��� DATE: March 28, 1996 E- 4 TO: Sam Chastain Alan Wallis J A.Lee Wheeler Jack Crumley uNl lY S VICES Jim Hanson Neil Watts Mel Wilson Mike Katterman Lys Hornsby Dave Christensen FROM: Ron Olsen /00 STAFF CONTACT: Ron Straka(X-5548) SUBJECT: High Avenue South Stormwater Outfall Improvement Project- Project Proposal Enclosed for your review and comment is the project proposal for the High Avenue South Stormwater Outfall Improvement Project. Please provide any comments on this proposal to Ron Straka by April 15, 1996. In addition, if you wish to assign any members of your staff to the design team,please indicate them on the Management Acceptance and Commitment form. If you have any questions regarding the project proposal, please contact Ron Straka. Thank you for taking the time to review this project proposal. H:DOCS:96-215:RJS:ps CC: Gregg Zimmerman HIGH AVENUE SOUTH STORMWATER OUTFALL IMPROVEMENT PROJECT PROJECT OBJECTIVE: The purpose of the project is to eliminate the discharge of surface water at the top of an steep slope from an existing storm system,that is contributing to slope instability,by extending the storm system pipe to the bottom of the steep slope. PROJECT BACKGROUND: The project is located in the Southwest quarter of Section 17, Township 23 North, Range 5 East W.M. at approximately 525 High Avenue South and extending approximately 450 feet to the north (see Figure 1 ). During a storm event in August 1995, a landslide occurred in the area around an existing City stormwater outfall located at the north end of High Avenue South. The tighlining of the existing outfall down the steep slope was identified as a way to prevent additional erosion of the hillside,which could cause damage to public infrastructure and private property . The project consists of reconstructing and improving an existing stormwater outfall located at the north end of High Avenue South. The existing storm drain outfall is a 12 inch diameter corrugated metal pipe (CMP), which serves as the discharge for the collected upland surface water runoff. The upland surface water is discharged at the top of the slope at the north end of High Avenue South. The stormwater discharged from the existing outfall at the top of the slope may increase the risk of landslides to the adjacent slopes, loss of property, and damage to the existing outfall. In order to decrease the risk of landslides to the adjacent slopes, the project would install a "tightline" pipe extension beginning at the last catch basin located in the north end of High Avenue South right of way, replacing the 12 inch CMP and traversing the slope from the existing outfall location to the base of the steep slope area. The project would reconstruct and extend the existing outfall using a 12 to 18 inch diameter High Density Polyethylene (HDPE) pipe. The new HDPE pipe would extend about 450 feet into a catch basin/outlet structure at the bottom of the steep slope. At this point the stormwater flow would continue along the natural drainage course. Approximately 350 feet of the HDPE would be above ground. The project will include construction over an area of approximately 15,000 square feet. The current use of the project area includes single family and undeveloped wooded slope. Existing improvements in the project area include single family homes at the top to the steep slope, public right of way improvements and utilities including the stormwater outfall proposed for improvement. The project would not result in any changes to the existing uses. The project is located in a erosion hazard, landslide hazard, seismic hazard and medium coal mine hazard area. The project will be constructed in Zone 2 of the Aquifer Protection Area. PROJECT ELEMENTS: The project will involve the following elements: • Survey of project area for base mapping. • Geotechnical investigation for determination of construction methods, materials and slope stability measures. • Completion of City permitting process(SEPA review). • Design of the storm system construction plans and profile with associated construction detail. • Preparation of complete Plans, Specifications and Engineering documents for bidding of the project. • Construction of the storm system and associated project features. • Close out of project. DESIGN ELEMENTS: 1. Preparation of plans and specifications for construction by Entranco for construction at the Surface Water Utility Engineering Section's direction. 2. All private utility companies will be contacted to provide information on their utilities in the project area. 3. Coordination with other City departments will.be done to avoid conflicts with facilities and to coordinate with their projects within the proposed project area. 4. A geotechnical investigation by AGRA Earth and Environmental will be performed to assess slope stability and geotechnical parameters to be considered as part of the project design. 5. Coordination with the neighboring property owners regarding project construction and to secure an easement from the property at 525 High Avenue South. PRELIMINARY COST ESTIMATE: Estimated total project cost: $150,000 FUNDING SOURCE: The project will be funded through the 1996 Surface Water Utility Capital Improvement Program Budget(421 Account)as part of the Small Drainage Problems Program. PROJECT SCHEDULE 1. Mapping,Design,Geotechnical Investigation, SEPA review Completed June 1996 2. Bid Project Open July 1996 3. Begin Constuction August 1996 4. End Construction September 1996 INVOLVEMENT AND PARTICIPATION: A. Property owners: The private property owners in the project area will be notified about the project design and construction schedule as part of the SEPA public notifications and prior to the start of construction. Coordination with the property owner at 525 High Avenue South will be required to secure an easement for the project construction and to ensure property disturbed by the project construction is restored adequately. B. Private Utilities: Private Utilities will be notified during the design phase to ensure that their facilities are identified on the project plans. The contractor will be responsible for contacting One-Call prior to starting construction. STAFFING: A. Project Management The project manager will be Ron Straka, Surface Water Utility, Utility Systems Division of the Planning/Building/Public Works Department. B. Mapping and Design: Mapping and design will be performed by Entranco Engineers with assistance from the Surface Water Utility. C. In House Review: Design Team members as well as affected Division's of the City will be involved during project design reviews. Please complete the attached response form and return it to Ron Straka by April 15, 1996. A description of any projects or issues that are relevant to this proposal, and how they are related to the proposed project,would be appreciated. -J <0 N 4TH ST 2 405 m N l �O 3 R D ST g AIRPORT WAY 900 S Z 0 w Z � a X 900 169 0 S 2ND ST �F Q 900 S 3RD ST Q L to cn > to Project Site j S S Q Q cn Q z Li 0 CK V) Q 5TH a N %- NpgTNER _ w T Cr Q S 6TH ST a a a Q �� (n TH ST CAS 7TH CT S 7TH ST (n v' ti z > Q Q CG Q 515 = o S � F Legend ---• 12"HDPE Pipe r OutfalVCatch Basin 0 167 O OO m PUGET ® ENTRANCO Figure Project Vicinity MANAGEMENT ACCEPTANCE AND COMMITMENT PROJECT: High Avenue South Stormwater Outfall Improvement Project .❑ We concur with the project scope and schedule as outlined in this project proposal. We are assigning lam.kzt - al (Ext. as our representative on the design team. ❑ We concur with the project scope and schedule as outlined in this project proposal. We will not be assigning a representative to participate on the design team but reserve our right to participate in the standard review processes. p We feel that the following item(s) are of concern or interest in relationship to this project and would like to bring them to you attention: - zzL x Z, �2e �71/G�i=JzJc/ 6zf2 44 �-,d (L�igned) (Section or Division) #�§I Ae (Date) /� KDOCS:9�`��4'ft' • s MANAGEMENT ACCEPTANCE AND COMMITMENT PROJECT: High Avenue South Stormwater Outfall Improvement Project ❑ We concur with the project scope and schedule as outlined in this project proposal. We are assigning (Ext. � as our representative on the design team. ❑ We concur with the project scope and schedule as outlined in this project proposal. We will not be assigning a representative to participate on the design team but reserve our right to participate in the standard review processes. ❑ We feel that the following item(s) are of concern or interest in relationship to this project and would like to bring them to you attention: A )T-1 L=i (Signed) / (Section or Division) to (Date) H:DOCS:96-214:RJS:ps 9,� z -J c� N 4TH ST 405 m N < �O 3 R D ST g AIRPORT WAY 9a� c' Z Cf) UJ E Q O Z soa 0 169 S 2ND ST 0 l� " 900 S 3 R D ST �Q L cn > 0 V) Project Site j S S Q ¢ cn P Q Z > % R v � cn a J STH Q %- NpgTNE Li J w Q S 6TH ST i a U' S� TH ST C' S 7TH CT S 7TH ST �y � v' ��ji V- z LU C G� 6: a Q = 9� 515 Cl) o � Legend ----- 12"HDPE Pipe r Outfa[VCatch Basin a 167 2 o � O N � � o O PUGET r Q ® ENTRANCO . Figure Project Vicinity a • ' MANAGEMENT ACCEPTANCE AND COMMITMENT PROJECT: High Avenue South Stormwater Outfall Improvement Project ❑ We concur with the project scope and schedule as outlined in this project proposal. We are assigning (Ext. � as our representative on the design team. We concur with the project scope and schedule as outlined in this project proposal. We will not be assigning a representative to participate on the design team but reserve our right to participate in the standard review processes. ❑ We feel that the following item(s) are of concern or interest in relationship to this project and would like to bring them to you attention: (Signe (Section or Division) (Date) H:DOCS:96-214:RJS:ps r , y,� Z -J C� <0 *�y N 4TH ST 2 405 m N < �O 3RD ST g AIRPORT WAY 900 Q CD o ``' 900 169 0 S 2ND ST l� Q 9fl0 S 3 R D ST N Q L cn > U) to Project Site j S S Q P > R � cn a � 5TH %- 140 = J Q S 6TH ST Cn TH ST 0.S 7TH CT S 7TH STLU N y z > a Q C �' a = 9� 515 = o Legend -•-- 121,HDPE Pipe F49 OutfalVCatch Basin 0 N 167 03� � N O N O O O PUGET 430 ENTRANCO Figure Project Vicinity MANAGEMENT ACCEPTANCE AND COMMITMENT PROJECT: High Avenue South Stormwater Outfall Improvement Project ❑ We concur with the project scope and schedule as outlined in this project proposal. We are assigning Ext.� as our representative on the design team. We concur with the project scope and schedule as outlined in this project proposal. We will not be assigning a representative to participate on the design team but reserve our right to participate in the standard review processes. CEO] We feel that the following item(s) are of concern or interest in relationship to this project and would like to bring them to you attention: f.�0 1 t'�P�T �J lA l�'Fcn. Uzi uTY (Signed) (Section or Division) 411-�)/q 6 (Date) H:DOCS:96-214:RJS:ps MANAGEMENT ACCEPTANCE AND COMMITMENT PROJECT: High Avenue South Stormwater Outfall Improvement Project ❑ We concur with the project scope and schedule as outlined in this project proposal. We are assigning (Ext. � as our representative on the design team. ❑ We concur with the project scope and schedule as outlined in this project proposal. We will not be assigning a representative to participate on the design team but reserve our right to participate in the standard review processes. ❑ We feel that the following item(s) are of concern or interest in relationship to this project and would like to bring them to you attention: ( IZ24 (Signed) /^ (Section or Division) e7�/ (Date) H:DOCS:96-214:RJS:ps y,� Z -' c� 0- N 4TH ST 405 m tv 3RD ST AIRPORT WAY 900 S Z cn E a CD w o > Z 169 �q'o S 2 N D ST 0 �F Q < 900 S 3 R D ST Q L cn bi> cn Project Site S S a Q V) P c Z > % rr- c Q N 5TH Q %- NpgTNER _ � � T S 6TH ST _ a a Q U' � TH ST CiOS 7TH CT S 7TH ST �y � �i Z LU w > Q C = 9� 515 Cl) o s � F Legend ----- 12"HDPE Pipe OutfalVCatch Basin 0 a 0 O � O PUGET Q © Figure ENTRANCO init Project Vicinity MANAGEMENT ACCEPTANCE AND COMMITMENT PROJECT: High Avenue South Stormwater Outfall Improvement Project ❑ We concur with the project scope and schedule as outlined in this project proposal. We are assigning 5-kVf- P1M taw _ (Ext._� as our representative on the design team. ❑ We concur with the project scope and schedule as outlined in this project proposal. We will not be assigning a representative to participate on the design team but reserve our right to participate in the standard review processes. ❑ We feel that the following item(s) are of concern or interest in relationship to this project and would like to bring them to you attention: P,W, I l�/7Jcv, Scvv. DiL (Signed) (Section or Division) Klan (Date) H:DOCS:96-214:RJS:ps <0 N 4TH ST 405 3 R D ST g AIRPORT WAY 90a S Z cn E Q CD o a Z rT' 0 S 2 N D ST 0 �F 9a� S 3 R D ST Q L cn W Project Site w S S Q Q cn > � Q > % Y a 5TH Q �- NpRTNER = J J T 0� S 6TH ST U' TH ST SOS 7TH CT S 7TH ST N N y w > LU C-) = 9� 515 = o � sF Legend ----- 12"HDPE Pipe 40 OutfalVCatch Basin 0 a N 0 N (j O O O O PUGET r Q ® ENTRANCO . Figure Project Vicinity MANAGEMENT ACCEPTANCE AND COMMITMENT PROJECT: High Avenue South Stormwater Outfall Improvement Project We concur with the project scope and schedule as outlined in this project proposal. We are assigning 1�a� � (Ext.� as our representative on the design team. ❑ We concur with the project scope and schedule as outlined in this project proposal. We will not be assigning a representative to participate on the design team but reserve our right to participate in the standard review processes. j We feel that the following item(s) are of concern or interest in relationship to this project and would like to bring them to you attention: _ 7 _dim�i� 1ze - iae�/ a� a- (Li�) (Section or Division) (Date) RDOCS: MANAGEMENT ACCEPTANCE AND COMMITMENT PROJECT: High Avenue South Stormwater Outfall Improvement Project ❑ We concur with the project scope and schedule as outlined in this project proposal. We are assigning (Ext. � as our representative on the design team. We concur with the project scope and schedule as outlined in this project proposal. /// We will not be assigning a representative to participate on the design team but reserve our right to participate in the standard review processes. ❑ We feel that the following item(s) are of concern or interest in relationship to this project and would like to bring them to you attention: ��tisPvRr�-r�oN S szMs (Signed) (Section or Division) (Date) J KD0CS:96-214:RJS:ps 9,� Z —J c� <O� N 4TH ST 2 405 > �O m N 3RD ST g AIRPORT WAY 900 S Z cn E Q O a Z 90Q 0 169 �9'0 S 2ND ST 0 �F 9QQ S 3RD ST �a L W cn U v3 Project Site S AS a Q Q Q IZ7 >R C cn Q J 5TH Q %- NpRTNE = J w Q S 6TH ST S 7TH CT N S 7TH ST `z TH ST O,L z LU 515 Legend ----- 12"HDPE Pipe OutfalVCatch Basin n N O N O PUGET ® ENTRANCO Figure Project Vicinity f �E Campy r j CITY OF RENTON MEMORANDUM DATE: August 8, 1996 TO: Marilyn Petersen FROM: Ron Straka (x5548)�� SUBJECT: High Avenue South Stormwater Outfall Improvement Project Construction Bid Award Recommendation The bid opening for the Surface Water Utility High Avenue South Stormwater Outfall Improvement Project was held on August 7, 1996. A total of four (4) bids were submitted. The Surface Water Utility has reviewed the low bid of RJC Inc. for completeness, inclusion of all required forms, acknowledgments of addenda, bid bond, and mathematical correctness of the bid. The bids contained no irregularities. There was a minor addition error in the low bid that occurred when the contractor (RJC Inc.) totaled the amounts for all bid items. The contractors total bid amount was $80,983.31, which included the addition error. The correct total bid amount is $80,983.10. The low bid of $80,983.10 (including sales tax) is within the project budget. The project is being funded as part of the Surface Water Utility Capital Improvement Program Small Drainage Problems Account No. 421 .000600.018.5960.0038.65.065015 (W.O. #65246). The total 1996 Adjusted Budget for the project account is $388,549. The budget remaining in the project account as of 8/1/96 is $251,103.77. The Surface Water Utility, therefore, recommends that this item be placed on the consent agenda for Council concur at their August 12th meeting. Staff further recommends that Council award the construction contract to the lowest responsive, responsible bidder, RJC Inc. for the amount of $80,983.10. Attached for your reference is a bid tabulation showing the Engineer's Estimate, the low bid, and the other 3 bids submitted. I am also returning all the bid packages and envelopes except the low bidder's, for placement the City records. If you have any questions regarding this subject, please contact me. cc: Ron Olsen AWARDMEM.doc PROJECT: High Avenue South Stormwater Outfall City of Renton Contractor Improvement Project Low Bidder BID DATE: August 07, 1996 3:00 PDT Engineers Estimate RJC Inc. Item Unit Est. Unit Bid Unit Bid No. Quantity Price Amount Price Amount 1 Mobilization Lump Sum 1 5,500.00 $5,500.00 3500.00 3,500.00 2 Contractor Supplied Surveying LS 1 600.00 $600.00 3500.00 3,500.00 3 Temp Water Pollution/Erosion Control LS 1 1,000.00 $1,000.00 1500.00 1,500.00 4 Traffic Control LS 1 1,600.00 $1,600.00 1450.00 1,450.00 5 Clearing and Grubbing LS 1 500.00 $500.00 3000.00 3,000.00 6 Remove Existing Catch Basin and CMP LS 1 1,120.00 $1,120.00 6000.00 6,000.00 7 Crushed Surfacing Top Course Ton 2 20.00 $40.00 100.00 200.00 8 Asphalt Conc. Pavement Cl. B Ton 3 50.00 $150.00 110.00 330.00 9 Special Type 2, 48-inch Dia. Catch Basin Each 1 1,900.00 $1,900.00 6220.00 6,220.00 10 Shoring or Extra Excavation Cl. B SF 565 2.00 $1,130.00 2.75 1,553.75 11 Outlet Structure Each 1 8,500.00 $8,500.00 8720.00 8,720.00 12 Special HDPE Pipe LF 485 75.00 $36,375.00 38.00 18,430.00 13 Lateral Pipe Anchor Assembly Each 5 50.00 $250.00 670.00 3,350.00 14 Landscape/ Property Restoration LS 1 1,800.00 $1,800.00 3000.00 3,000.00 15 Cedar Picket Fence LF 56 8.00 $448.00 17.00 952.00 Alt. A Alternate "A" Slope Protection LS 1 1,680.00 $1,680.00 5220.00 5,220.00 Alt. B Alternate "B" Slope Protection LS 1 3,600.00 $3,600.00 7920.00 7,920.00 - � Subtotal $66,193.00 74,845.75 Tax $5,427.83 6,137.35 Ronald J. aka, Project Manager 6140t. Total $71,620.83 80,983.10 f r 8/8/96 BIDTAB.XLS Page 1 'ROJECT: High Avenue South Stormwater Outfall Contractor Contractor Improvement Project 2nd Low 3rd Low BID DATE: August 07, 1996 3:00 PDT RAM Inc. Aurora Engineering Inc. Item Unit Est. Unit Bid Unit Bid No. Quantity Price Amount Price Amount 1 Mobilization Lump Sum 1 6000.00 6,000.00 9000.00 9,000.00 2 Contractor Supplied Surveying LS 1 2185.00 2,185.00 2500.00 2,500.00 3 Temp Water Pollution/Erosion Control LS 1 1582.00 1,582.00 1500.00 1,500.00 4 Traffic Control LS 1 200.00 200.00 500.00 500.00 5 Clearing and Grubbing LS 1 1418.00 1,418.00 10000.00 10,000.00 6 Remove Existing Catch Basin and CMP LS 1 2600.00 2,600.00 1000.00 1,000.00 7 Crushed Surfacing Top Course Ton 2 180.00 360.00 40.00 80.00 8 Asphalt Conc. Pavement Cl. B Ton 3 338.00 1,014.00 200.00 600.00 9 Special Type 2, 48-inch Dia. Catch Basin Each 1 1961 .00 1,961.00 5000.00 5,000.00 10 Shoring or Extra Excavation Cl. B SF 565 0.62 350.30 2.00 1,130.00 11 Outlet Structure Each 1 9172.00 9,172.00 7500.00 7,500.00 12 Special HDPE Pipe LF 485 27.80 13,483.00 92.50 44,862.50 13 Lateral Pipe Anchor Assembly Each 5 425.00 2,125.00 500.00 2,500.00 14 Landscape/ Property Restoration LS 1 1100.00 1,100.00 2500.00 2,500.00 15 Cedar Picket Fence LF 56 26.40 1,478.40 21 .00 1,176.00 Alt. A Alternate "A" Slope Protection LS 1 5800.00 5,800.00 5900.00 5,900.00 Alt. B Alternate "B" Slope Protection LS 1 25750.00 25,750.00 6950.00 6,950.00 76,578.70 102,698.50 6,279.45 8,421.28 Ron d J. Straka, Project Manager 82,858.15 111,119.78 8/8/96 BIDTAB.XLS Page 2 'ROJECT: High Avenue South Stormwater Outfall Contractor Improvement Project 31D DATE: August 07, 1996 3:00 PDT TYDICO Inc. item Unit Est. Unit Bid No. Quantity Price Amount 1 Mobilization Lump Sum 1 44000.00 44,000.00 2 Contractor Supplied Surveying LS 1 10000.00 10,000.00 3 Temp Water Pollution/Erosion Control LS 1 10000.00 10,000.00 4 Traffic Control LS 1 2500.00 2,500.00 5 Clearing and Grubbing LS 1 15000.00 15,000.00 • 6 Remove Existing Catch Basin and CMP LS 1 10000.00 10,000.00 7 Crushed Surfacing Top Course Ton 2 1500.00 3,000.00 8 Asphalt Conc. Pavement Cl. B Ton 3 1000.00 3,000.00 9 Special Type 2, 48-inch Dia. Catch Basin Each 1 10000.00 10,000.00 10 Shoring or Extra Excavation Cl. B SF 565 2.00 1,130.00 11 Outlet Structure Each 1 10000.00 10,000.00 12 Special HDPE Pipe LF 485 50.00 24,250.00 13 Lateral Pipe Anchor Assembly Each 5 500.00 2,500.00 14 Landscape/ Property Restoration LS 1 5000.00 5,000.00 15 Cedar Picket Fence LF 56 25.00 1,400.00 Alt. A Alternate "A" Slope Protection LS 1 1000.00 1,000.00 • Alt. B Alternate "B" Slope Protection LS 1 3000.00 3,000.00 155,780.00 12,773.96 Ronald,7J. Straka, Project Manager 168,553.96 8/8/96 BIDTAB.XLS Page 3 PROJECT: High Avenue South Stormwater Outfall Improvement Project Average Unit Bid Price Low Bidder BID DATE: August 07, 1996 3:00 PDT RJC Inc. Item Unit Est. Engineer's Average Unit of Engr Unit Bid % of % of Engr's No. Quantity Estimate Bid Price Estimate Price Average Estimate 1 Mobilization Lump Sum 1 5,500.00 15,625.00 284% 3,500.00 22% 64% 2 Contractor Supplied Surveying LS 1 600.00 4,546.25 758% 3,500.00 77% 583% 3 Temp Water Pollution/Erosion Control LS 1 1,000.00 3,645.50 365% 1,500.00 41 % 150% 4 Traffic Control LS 1 1,600.00 1,162.50 73% 1,450.00 125% 91% 5 Clearing and Grubbing LS 1 500.00 7,354.50 1471 % 3,000.00 41 % 600% 6 Remove Existing Catch Basin and CMP LS 1 1,120.00 4,900.00 438% 6,000.00 122% 536% 7 Crushed Surfacing Top Course Ton 2 20.00 455.00 2275% 100.00 22% 500% 8 Asphalt Conc. Pavement Cl. B Ton 3 50.00 412.00 824% 110.00 27% 220% 9 Special Type 2, 48-inch Dia. Catch Basin Each 1 1,900.00 5,795.25 305% 6,220.00 107% 327% 10 Shoring or Extra Excavation Cl. B SF 565 2.00 1 .84 92% 2.75 149% 138% 11 Outlet Structure Each 1 8,500.00 8,848.00 104% 8,720.00 99% 103% 12 Special HDPE Pipe LF 485 75.00 52.08 69% 38.00 73% 51% 13 Lateral Pipe Anchor Assembly Each 5 50.00 523.75 1048% 670.00 128% 1340% 14 Landscape/ Property Restoration LS 1 1,800.00 2,900.00 161 % 3,000.00 103% 167% 15 Cedar Picket Fence LF 56 8.00 22.35 279% 17.00 76% 213% Alt. A Alternate "A" Slope Protection LS 1 1,680.00 4,480.00 267% 5,220.00 117% 311 % Alt. B Alternate "B" Slope Protection LS 1 3,600.00 10,905.00 303% 7,920.00 73% 220% Estimate Bid Estimate Bid Average Estimate $66,193.00 $102,475.74 155% $74,845.75 73% 113% $5,427.83 $8,403.01 155% $6,137.35 73% 113% Ronal J. Straka, Project Manager $71,620.83 $110,878.75 155% $80,983.10 73% 113% Median Bid $96,988.97 135% (half above,half below ) 8/8/96 BIDTAB.XLS Page 4 PROJECT: High Avenue South Stormwater Outfall Improvement Project Median Unit Bid Price Low Bidder BID DATE: August 07, 1996 3:00 PDT ( 1/2 above, 1/2 below ) RJC Inc. Item Unit Est. Engineer's Median Unit of Engr' Unit Bid % of % of Engr's No. Quantity Estimate Bid Price Estimate Price Median Estimate 1 Mobilization Lump Sum 1 5,500.00 7,500.00 136% 3,500.00 47% 64% 2 Contractor Supplied Surveying LS 1 600.00 3,000.00 500% 3,500.00 117% 583% 3 Temp Water Pollution/Erosion Control LS 1 1,000.00 1,541 .00 154% 1,500.00 97% 150% 4 Traffic Control LS 1 1,600.00 975.00 61 % 1,450.00 149% 91% 5 Clearing and Grubbing LS 1 500.00 6,500.00 1300% 3,000.00 46% 600% S 6 Remove Existing Catch Basin and CMP LS 1 1,120.00 4,300.00 384% 6,000.00 140% 536% 7 Crushed Surfacing Top Course Ton 2 20.00 140.00 700% 100.00 71 % 500% 8 Asphalt Conc. Pavement Cl. B Ton 3 50.00 269.00 538% 110.00 41 % 220% 9 Special Type 2, 48-inch Dia. Catch Basin Each 1 1,900.00 5,610.00 295% 6,220.00 111 % 327% 10 Shoring or Extra Excavation Cl. B SF 565 2.00 2.00 100% 2.75 138% 138% 11 Outlet Structure Each 1 8,500.00 8,946.00 105% 8,720.00 97% 103% 12 Special HDPE Pipe LF 485 75.00 44.00 59% 38.00 86% 51 % 13 Lateral Pipe Anchor Assembly Each 5 50.00 500.00 1000% 670.00 134% 1340% 14 Landscape/ Property Restoration LS 1 1,800.00 2,750.00 153% 3,000.00 109% 167% 15 Cedar Picket Fence LF 56 8.00 23.00 288% 17.00 74% 213% Alt. A Alternate "A" Slope Protection LS _ 1 1,680.00 5,510.00 328% 5,220.00 95% 311 % Alt. B Alternate "B" Slope Protection LS 1 3,600.00 7,435.00 207% 7,920.00 107% 220% Estimate Bid Estimate Bid Median Estimate $66,193.00 $89,638.60 135% $74,845.75 83% 113% $5,427.83 $7,350.37 135% $6,137.35 83% 113% RonaldJ Straka, Project Manager $71,620.83 $96,988.97 135% $80,983.10 83% 113% 8/8/96 BIDTAB.XLS Page 5 CITY OF RENTON MEMORANDUM DATE: January 2, 1996 TO: Mayor Jesse Tanner FROM: Gregg Zimmerman (� y STAFF CONTACT: Ron Straka (X-5548)/�'UUg,_ SUBJECT: HIGH AVENUE STORvMW__ATER OUTFALL PROJECT ISSUE: The Surface Water Utility requests execution of an Engineering Consultant Agreement with Entranco for the High Avenue Stormwater Outfall Project. The contract will facilitate the engineering and design of improvements to an existing stormwater outfall that is badly in need of repair. The existing outfall is currently contributing to the rapid erosion of an unstable slope at the end of High Avenue South on Renton Hill. The project would be constructed in order to mitigate an existing erosion problem, and to minimize potential public safety and property damage problems that may result from continued use of the existing facility. The attached contract is in the amount of $37,566.36. Under this contract the consultant will produce an engineering design and oversee construction required to fix the existing outfall. RECOMMENDATION: The Surface Water Utility recommends that the Mayor and City Clerk execute the attached Engineering Consultant Agreement with Entranco in the amount of $37,566.36. The consultant contract cost is less than $50,000. This scope of work is funded in the approved 1996 Surface Water Utility Capital Improvement Program Budget 421 Small Drainage Problems Account ($100,000). Entranco is on the approved Utility System Division's Annual Consultant Roster. Expenditures for this project and related improvements will be recorded under 421 account number 65015, work order number 65240. Additional funding for the project's construction will be provided as part of the 1996 carry-forward budget process from funding left over in completed 1995 projects. The estimated total project cost is $150,000. BACKGROUND SUMMARY: Severe erosion has recently occurred in the vicinity of the High Avenue stormwater outfall. Stormwater runoff discharged from the outfall has eroded clay and sandy soils beneath the outfall. This erosion is potentially causing instability in the surrounding slope, which may have led to a large slope failure which occurred adjacent to the outfall on August 16, 1995. Mayor Jesse Tanner • ' High Avenue Stormwater Outfall Project Page 2 The slope failure has caused the loss of private property and represents a potential public safety problem. The top edge of the slope surrounding the outfall has eaten back into the yard of the property at 525 High Avenue. The edge of the slope is over-steepened and, consequently, will be unstable until the slope eats back to a shallower angle. Until the slope stabilizes, people who approach the edge of the slope will be in danger. Additional discharges of stormwater from the outfall will likely contribute to additional slope failure and additional loss of yard area. Slope failures have occurred in the general area in the past (most recently in 1991), but never before in the immediate vicinity of the outfall. Reconstruction of the outfall is proposed because of the following factors: • Current surface water management best management practices do not advocate discharge of stormwater down steep or unstable slopes; • Significant additional private property will be lost if erosion beneath the outfall continues; • Stormwater discharges beneath the outfall have eroded through a relatively tough till layer and are now cutting through sand. Sand will erode from beneath the outfall at a much higher rate than the till; and, • Efforts to simply repair the outfall will not be effective due to steep and unstable downslope conditions. Reconstruction of the outfall is proposed to include a tightline to the bottom of the slope (part of the Narco Property, now owned by the City). An alternatives analysis was performed to look at other options for conveying stormwater around the existing outfall location. No other feasible alternatives proved able to provide enhanced reliability at a lower cost. Based upon these reasons the Surface Water Utility of the Planning/Building/Public Works Department recommends the approval of the consultant contract for the High Avenue Stormwater Outfall project. If you have any questions regarding this subject, please contact Ron Straka, Surface Water Utility Engineering Supervisor, at X-5548. H:DOCS:95-1070:RJS:ps CC: Ron Olsen DOTE CITY OF RENTON NAM k1l L/Dv MEMORANDUM DATE: January 2, 1996 TO: Mayor Jesse Tanner FROM: Gregg Zimmerman STAFF CONTACT: Ron Straka (X-5548) SUBJECT: HIGH AVENUE STORMWATER OUTFALL PROJECT ISSUE: The Surface Water Utility requests execution of an Engineering Consultant Agreement with Entranco for the High Avenue Stormwater Outfall Project. The contract will facilitate the engineering and design of improvements to an existing stormwater outfall that is badly in need of repair. The existing outfall is currently contributing to the rapid erosion of an unstable slope at the end of High Avenue South on Renton Hill. The project would be constructed in order to mitigate an existing erosion problem, and to minimize potential public safety and property damage problems that may result from continued use of the existing facility. The attached contract is in the amount of $37,566.36. Under this contract the consultant will produce an engineering design and oversee construction required to fix the existing outfall. RECOMMENDATION: The Surface Water Utility recommends that the Mayor and City Clerk execute the attached Engineering Consultant Agreement with Entranco in the amount of $37,566.36. The consultant contract cost is less than $50,000. This scope of work is funded in the approved 1996 Surface Water Utility Capital Improvement Program Budget 421 Small Drainage Problems Account ($100,000). Entranco is on the approved Utility System Division's Annual Consultant Roster. Expenditures for this project and related improvements will be recorded under 421 account number 65015, work order number 65240. Additional funding for the project's construction will be provided as part of the 1996 carry-forward budget process from funding left over in completed 1995 projects. The estimated total project cost is $150,000. BACKGROUND SUMMARY: Severe erosion has recently occurred in the vicinity of the High Avenue stormwater outfall. Stormwater runoff discharged from the outfall has eroded clay and sandy soils beneath the outfall. This erosion is potentially causing instability in the surrounding slope, which may have led to a large slope failure which occurred adjacent to the outfall on August 16, 1995. Mayor Jesse Tanner y high Avenue Stormwater Coall Project • Page 2 The slope failure has caused the loss of private property and represents a potential public safety problem. The top edge of the slope surrounding the outfall has eaten back into the yard of the property at 525 High Avenue. The edge of the slope is over-steepened and, consequently, will be unstable until the slope eats back to a shallower angle. Until the slope stabilizes, people who approach the edge of the slope will be in danger. Additional discharges of stormwater from the outfall will likely contribute to additional slope failure and additional loss of yard area. Slope failures have occurred in the general area in the past (most recently in 1991), but never before in the immediate vicinity of the outfall. Reconstruction of the outfall is proposed because of the following factors: • Current surface water management best management practices do not advocate discharge of stormwater down steep or unstable slopes; • Significant additional private property will be lost if erosion beneath the outfall continues; • Stormwater discharges beneath the outfall have eroded through a relatively tough till layer and are now cutting through sand. Sand will erode from beneath the outfall at a much higher rate than the till; and, • Efforts to simply repair the outfall will not be effective due to steep and unstable downslope conditions. Reconstruction of the outfall is proposed to include a tightline to the bottom of the slope (part of the Narco Property, now owned by the City). An alternatives analysis was performed to look at other options for conveying stormwater around the existing outfall location. No other feasible alternatives proved able to provide enhanced reliability at a lower cost. Based upon these reasons the Surface Water Utility of the Planning/Building/Public Works Department recommends the approval of the consultant contract for the High Avenue Stormwater Outfall project. If you have any questions regarding this subject, please contact Ron Straka, Surface Water Utility Engineering Supervisor, at X-5548. H:DOCS:95-1070:RJS:ps CC: Ron Olsen CITY OF RENTON MEMORANDUM DATE: December 29, 1995 TO: Gregg Zimmerm n FROM: Ron Olsen i STAFF CONTACT: Ron Straka (X-5548) �— SUBJECT: HIGH AVENUE STORMWATER OUTFALL PROJECT ISSUE: The Surface Water Utility requests execution of an Engineering Consultant Agreement with AGRA Earth and Environmental for the High Avenue Stormwater Outfall Project. The contract will facilitate the engineering and design of improvements to an existing stormwater outfall that is badly in need of repair. The existing outfall is currently contributing to the rapid erosion of an unstable slope at the end of High Avenue South on Renton Hill. The project would be constructed in order to mitigate an existing erosion problem, and to minimize potential public safety and property damage problems that may result from continued use of the existing facility. The attached contract is in the amount of $6,099.84. Under this contract the consultant will undertake a geological investigations required to support the design of a project to fix the existing outfall. RECOMMENDATION: The Surface Water Utility recommends that the Administrator of the Planning/Building/Public Works Department execute the attached Engineering Consultant Agreement with AGRA Earth and Environmental for the High Avenue Stormwater Outfall Project in the amount of $6,099.82. The consultant contract cost is less than $10,000. This scope of work is funded in the approved 1996 Surface Water Utility Capital Improvement Program Budget 421 Small Drainage Problems Account ($100,000). AGRA Earth and Environmental is on the approved Utility System Division's Annual Consultant Roster. Expenditures for this project and related improvements will be recorded under 421 account number 65015, work order number 65240. Additional funding for the construction of the project will be provided as part of the 1996 carry-forward budget process from funding left over in projects that were completed in 1995. The estimated total project cost is $150,000. BACKGROUND SUMMARY: Severe erosion has recently occurred in the vicinity of the High Avenue stormwater outfall. Stormwater runoff discharged from the outfall has eroded clay and sandy soils beneath the Gregg Zimmerman High Avenue StormwateOutfall Project Page 2 outfall. This erosion is potentially causing instability in the surrounding slope, which may have led to a large slope failure which occurred adjacent to the outfall on August 16, 1995. The slope failure has caused the loss of private property and represents a potential public safety problem. The top edge of the slope surrounding the outfall has eaten back into the yard of the property at 525 High Avenue. The edge of the slope is over-steepened and, consequently, will be unstable until the slope eats back to a shallower angle. Until the slope stabilizes, people who approach the edge of the slope will be in danger. Additional discharges of stormwater from the outfall will likely contribute to additional slope failure and additional loss of yard area. Slope failures have occurred in the general area in the past (most recently in 1991), but never before in the immediate vicinity of the outfall. Reconstruction of the outfall is proposed because of the following factors: • Current surface water management best management practices do not advocate discharge of stormwater down steep or unstable slopes; • Significant additional private property will be lost if erosion beneath the outfall continues; • Stormwater discharges beneath the outfall have eroded through a relatively tough till layer and are now cutting through sand. Sand will erode from beneath the outfall at a much higher rate than the till; and, • Efforts to simply repair the outfall will not be effective due to steep and unstable downslope conditions. Reconstruction of the outfall is proposed to include a tightline to the bottom of the slope (part of the Narco Property, now owned by the City). An alternatives analysis was performed to look at other options for conveying stormwater around the existing outfall location. No other feasible alternatives proved able to provide enhanced reliability at a lower cost. Based upon these reasons the Surface Water Utility of the Planning/Building/Public Works Department recommends the approval of the consultant contract with AGRA Earth and Environmental, Inc. to provide geotechnical consulting assistance for the High Avenue Stormwater Outfall project. If you have any questions regarding this subject, please contact Ron Straka at X-5548. H:DOCS:95-1071:RJS:ps r t CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: September 11, 1996 TO: Bryson Huie FROM: Ron Straka SUBJECT: High Avenue South Stormwater Outfall Improvement Project Traffic Control Plan Enclosed for your approval is the proposed traffic control plan for the High Avenue South Stormwater Outfall Improvement Project. The contractor is RJC, Inc. Work is being done on the dead end portion of High Avenue South at 525 High Avenue South. Please approve as soon as possible. The contractor is interested in starting work on 9/16/96. If you have any questions, please contact me at X-5548. TRAFFIC.DOC/ CITY OF RENTON TRANSPORTATION SYSTEMS-TRAFFIC OPERATIONS \\ TRAFFIC CONTROL PLAN CONSTRUCTION COMPANY: �,,k Q_• APPL. DATE: 9 - IU-9 ADDRESS: 4)( `l PERMIT #: 7�_'REACL2 .,)NlE(ZC \ IP r,- ,,�U �5 {� �(I PHONE #: ac4 e/3 Z-5 2 "3 CONSTRUCTION SUPERINTENDENT: MOB./CEL. #: CONSTRUCTION LOCATION: /-1 FAX #• (ZC/.) WORK TIME: f -A ✓�/\ }b ; '.l;c� Dv✓ APPROVED BY: WORK DATE: VV\— F G- IZ 10 1 S APPROVAL DATE: NOTES: 1) CALL 911, FIRE & POLICE DEPARTMENTS BEFORE ANY CLOSURE. USE LOCAL PHONE. 2) THIS PLAN MUST BE SUBMITTED AT LEAST THREE (3) WORKING DAYS PRIOR TO WORK. COMMENTS: I SKETCH NORTH I have been informed of my responsibilities for traffic control and OFFICE COPY T- ree to comply wi ll traffic regulations of the Cityof Renton. CONTRACTOR agree p y g INSPECTOR VEIL WATTS SIGNATURE: DATE: �� to - POLICE JOE PEACH FIRE JIM GRAY e\AG0\0PERA rH\crni.EKri NORTH I ' CQ�ES i i k Road w o r�� I��neA� az �re.v re� to S*o P Q Co+nc_s -kv loe_ rnoveA or ?W�ctA ® Not�ce..to bz g►ve.�n to C`s�de,n�s . V e,moo.y 5 u..) {fi e_ 0 V e rt QA CA eY�a cA anv . representing �c �� ,/(/— agree to/comply with 1 traffic regulations of the City of Renton. I shall prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. I shall notify emergency services twenty-four (24) hours before any street or lane closures. I understand any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in my receiving a citation for violation of R.C.W. 47.36.200 through 47.36.220, 9A.36.050 Reckless Endangerment, and other applicable State and City codes. I certify I am responsible for the project and the responsible party to be cited for violation of R.C.W. 47.36.200 through 47.36.220 or 9A.36.050 Reckless Endangerment, and other applicable State and City codes. NAME: � ,D�b�. D.O.B.: 7—Z 6 -S (, SS#: -S,3 nl— 6)oC HOME ADDRESS: c 77 V SC= �2 3 Z WORK ADDRESS: O 7 & Crif �YU3� WORK PHONE: y�� /���_� HOME PHONE: COLOR EYES: �� WEIGHT: HEIGHT: _S COLOR HAIR: // WASHINGTON STATE DRIVERS LICENSE NUMBER:_ h:\division.s\transpor.tat\operatio\traf-con\fines CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: September 9, 1996 TO: Marilyn Petersen FROM: Ron Strakayj SUBJECT: HIGH AVENUE SOUTH STORMWATER OUTFALL IMPROVEMENT PROJECT (CAG 96-097) - CONTRACT EXECUTION Enclosed for the Mayor's signature are to original copies of the construction contract for the above referenced project. Please execute the enclosed contract documents, keep the City Clerk's original copy and return the contractor's original copy to me for transmittal to the contractor. The contract checklist information is also enclosed. I you have any questions please contact me at X-5548. Thank you. CLRKMEM.DOC/ CONTRACT CHECKLIST STAFF NAME& EXTENSION NUMBER: RON STRAKA (X-5548) DIVISION/DEPARTMENT: UTILITY SYSTEMS/PBPW CONTRACT NUMBER: CAG 96-097 TASK ORDER NUMBER (if applicable): NA CONTRACTOR: RJC, INC. PURPOSE OF CONTRACT: HIGH AVENUE SOUTH STORMWATER OUTFALL IMPROVEMENT PROJECT 1. LEGAL REVIEW: (ATTACHED) 2. RISK MANAGEMENT REVIEW FOR INSURANCE: (ATTACHED) 3. RESPONSE TO LEGAL OR RISK MGMT CONCERNS: NA 4. INSURANCE CERTIFICATE AND/OR POLICY: (ATTACHED) 5. PROOF OF RENTON BUSINESS LICENSE: (ATTACHED) 6. ATTACHED CONTRACTS ARE SIGNED BY CONTRACTOR: (If not, provide explanation) 7. FISCAL IMPACT: A. AMOUNT BUDGETED: (LINE ITEM) (See 7.b)* $80.983.10 B. EXPENDITURE REQUIRED: $80,983.10 8. COUNCIL APPROVAL REQUIRED: (Prepare Agenda Bill): A. CONTRACT OR TASK ORDER IS $50,000 OR OVER: (Refer to Council committee for initial contract approval; place subsequent task orders on Council agenda for concurrence.) B. *FUND TRANSFER REQUIRED IF CONTRACT EXPENDITURE EXCEEDS AMOUNT BUDGETED. (Refer to Council committee.) C. SOLE SOURCE CONTRACTS. (Refer to Council committee.) 9. DATE OF COUNCIL APPROVAL: AWARDED 8/12/96 10. RESOLUTION NUMBER (If applicable): NA 11. KEY WORDS FOR CITY CLERK'S INDEX: NA A. HIGH AVENUE SOUTH STORMWATER OUTFALL IMPROVEMENT PROJECT B. TIFFANY SUB-BASIN/ CEDAR RIVER BASIN C. SURFACE WATER UTILITY 1996 CAPITAL IMPROVEMENT PROJECT C:\rstraka\swucip\smaildpg\highaveh\clrkexe.docRJS CITY OF RENTON Office of the City Attorney Jesse Tanner,Mayor Lawrence J.Warren MEMORANDUM fj To: Ron Straka `l From: Lawrence J. Warren, City Attorney rid r, Date: August 29, 1996 Subject: High Avenue South Stormwater Outfall Improvement Project - RJC, Inc. I have reviewed the above-referenced document and the same is approved as to legal form. Lawrence J. Warren LJW:as. cc: Jay Covington A8:125.31. Post Office Box 626 - 100 S. 2nd Street - Renton, Washington 98057 - (206)255-8678 T!IR"y CITY OF RENTON , SEP 61996 HUMAN RESOURCES & RISK MANAGEAR 0 A �IVT° DEPARTMENT F f�ENTON OF Dept. MEMORANDUM DATE: September 5, 1996 TO: Ron Straka, Utility Engineer Supervisor FROM: Beverly Nelson Glode, Administrator SUBJECT: High Avenue South Stormwater Outfall Improvement Project-Construction Contract Insurance Approval I have reviewed the Certificate of Insurance submitted for the above referenced contract. The insurance coverage provided for this project meets the City's risk management requirements. contract\p_b_pw\utltysys\highave3 August 12 1996 Renton City Council Minutes Page 309 Citizen Comment: Au - Anna Au, 3142 Wells Ave. S., Renton, 98055, spoke not as president of the O'Connor Preliminary Plat Winsper Homeowners' association but as a Winsper homeowner. She explained Appeal, PP-95-184 that residents were frustrated with the whole appeal process and described the problems that had occurred. Ms. Au complimented the Hearing Examiner's handling of the matter, remarking that he presented the Planning & Development Committee with workable options to solve the problems. Ms. Au concluded by mentioning her misgivings concerning future traffic safety difficulties on S. 32nd St. CONSENT AGENDA Items on the consent agenda are accepted by one motion which follows the listing. Police: City Code Section City Attorney recommended the addition of a new City Code Section to Clarifying Departmental clarify the role of Renton's Police Department for accreditation purposes. Role Refer to Public Safety Committee. CAG: 96-095, Glencoe City Clerk reported bid opening on 8/07/96 for CAG-96-095, Glencoe Neighborhood Park Neighborhood Park Equipment Installation; three bidders; engineer's estimate Equipment Installation, $45,000; and submitted staff recommendation to award contract to the low Ohana Nursery bidder, Ohana Nursery, in the amount of $33,833.11. Council concur. CAG: 96-088, N 4th St City Clerk reported bid opening on 8/01/96 for CAG-96-088, North 4th Overlay, M.A. Segale Street Overlay Project; four bidders; engineer's estimate $160,492; and submitted staff recommendation to award contract to the low bidder, M. A. Segale, Inc., in the amount of $137,620.35. Council concur. ----------- CAG: 96-097, High Ave S City Clerk reported bid opening on 8/07/96 for CAG-96-097, High Ave. S. Ln rmwater Outfall Stormwater Outfall Improvement Project; four bidders; engineer's estimate provement Project, RJC $71,620.83; and submitted staff recommendation to award contract to the low . bidder, RJC Inc., in the amount of $80,983.10. Council concur. CAG: 96-096, Maplewood City Clerk reported bid opening on 8/06/96 for CAG-96-096, Maplewood Creek Sedimentation Basin Creek Sedimentation Basin Reconstruction; five bidders; engineer's estimate Reconstruction, Walashek $284,904.67; and submitted staff recommendation to award contract to the low Industrial & Marine bidder, Walashek Industrial & Marine, in the amount of $318,496.44. Council concur. (Postponed to 8/19/96 - see later motion.) Appeal: Prellwitz Short City Clerk submitted appeal of Hearing Examiner's decision on the Prellwitz Plat, NE 36th St/Aberdeen Short Plat, 9 residential lots on 1.5 acres located at NE 36th St. and Aberdeen Ave NE, SHP-96-041 Ave. NE; appeal filed on 7/01/96 by Douglas Prellwitz, 20335 SE 136th St., Issaquah, 98027 (File No. SHP-96-041). Refer to Planning & Development Committee. CRT: 96-003, Curb One, Court Case filed by Curb One Inc. v. the City of Renton and Scoccolo Inc. v. Renton & Scoccolo Construction regarding alleged failure to pay money due for work done on the Construction Park Ave. N. reconstruction project. Refer to City Attorney and Insurance Services. CRT: 96-002, Drew Court Case filed by Drew Whitton v. the City of Renton and Bankers Auto Whitten v. Renton & Rebuild and Towing regarding the impounding and auction of plaintiff's Bankers Auto Rebuild & motorcycle. Refer to City Attorney and Insurance Services. Towing Ah CITY OF RENTON PUBLIC WORKS DEPARTMENT REQUEST FOR INFORMATION OR CONCURRENCE DATE: August 29, 1996 TO: Beverly Nelson Glode FROM: Ron Straka (X-5548) CONTACT PERSON: SUBJECT: High Avenue South Stormwater Outfall Improvement Project - Construction Contract Insurance Approval Please review and approve the insurance information in the enclosed copy of the final construction contract document for the Surface Water Utility High Avenue South Stormwater Outfall Improvement Project. Following review and approval by you and the City Attorney, the contract will be submitted to the Mayor for execution. The City Council awarded the construction contract on August 12, 1996 to RJC, Inc. for $80,983.10. The bond in your copy of the construction contract is for 80,938.10, but the awarded contract amount is $80,983.10. This is due to a typo on the form provided to the contractor to fill out by the City. The contractor is in the process of providing me with a new bond for the correct construction contract amount, which I will include in the final original contract documents that are submitted for execution. Please review and approve, or provide you comments, by September 9, 1996, if possible. If you have any questions, please contact me. Thank you for your assistance. H:DOCS:96-555:RJS:ps CC: Ron Olsen CITY OF RENTON PUBLIC WORKS DEPARTMENT REQUEST FOR INFORMATION OR CONCURRENCE DATE: August 29, 1996 TO: Larry Warren FROM: Ron Straka CONTACT PERSON: SUBJECT: High Avenue South Stormwater Outfall Improvement Project - Construction Contract Legal Approval Please review and approve as to legal form the enclosed copy of the final construction contract document for the Surface Water Utility High Avenue South Stormwater Outfall Improvement Project. Following review and approval by you and the Risk Manager, the contract will be submitted for execution by the Mayor. The City Council awarded the construction contract on August 12, 1996 to RJC, Inc. for $80,983.10. The bond in your copy of the construction contract is for 80,938.10, but the awarded contract amount is $80,983.10. This is due to a typo on the form provided to the contractor to fill out by the City. The contractor is in the process of providing me a new bond for the correct construction contract amount, which I will include in the final original contract documents that are submitted for execution. If possible, please review and approve, or provide your comments, by September 9, 1996. If you have any questions, please contact me at 277-5548. Thank you for your assistance. H:DOCS:96-5 56:RJS:ps CC: Ron Olsen CITYbF RENTON City Clerk Jesse Tanner,Mayor Marilyn J.Petersen August 13, 1996 S Kerry Krier AUG 13 i996 RJC Inc. PO Box467 CITY CIF pr Maple Valley, WA 98038 RE: High Ave. S. Stormwater Outfall Improvement Project, CAG-96-097 Dear Mr. Krier: At its regular meeting on August 12, 1996, the Renton City Council accepted your low bid for the above-referenced project in the amount of$80,983.10, including 8.2% sales tax. Please contact Ron Straka, Project Manager, for submission of required documents to complete the contract. These may include proof of City and State business licenses, undated performance bond, and insurance certificates. Sincerely, Brenda Fritsvold Deputy City Clerk /bf cc: Ron Straka-Project Manager cAbidsUowbid 200 Mill Avenue South - Renton, Washington 98055 - (206)235-2501 0 This paper contains 50%recycled material,25%post consumer CITY*)F RENTON "LL City Clerk Jesse Tanner,Mayor Marilyn J.Petersen August 13, 1996 Teresa Binckley Aurora Engineering, Inc. PO Box 752 Bothell, WA 98041 RE: High Ave. S. Stormwater Outfall Improvement Project, CAG-96-097 Dear Ms. Binckley: At its regular meeting on August 12, 1996, the Renton City Council accepted the bid submitted by RJC Inc. for the above-referenced project, in the amount of$80,983.10. Thank you for your interest and your bid. Sincerely, 4 Brenda Fritsvold Deputy City Clerk cc: Ron Straka -Project Manager 200 Mill Avenue South - Renton, Washington 98055 - (206)235-2501 ®This paper contains 50%recycled material,25%post consumer CITY&F RENTON NIL City Clerk Jesse Tanner,Mayor Marilyn J.Petersen August 13, 1996 Max Ansola, Jr. RAM Inc. Contractors PO Box 1510 Milton, WA 98354 RE: High Ave. S. Stormwater Outfall Improvement Project, CAG-96-097 Dear Mr. Ansola: At its regular meeting on August 12, 1996, the Renton City Council accepted the bid submitted by RJC Inc. for the above-referenced project, in the amount of$80,983.10. Thank you for your interest and your bid. Sincerely, Brenda Fritsvold Deputy City Clerk cc: Ron Straka- Project Manager 200 Mill Avenue South - Renton, Washington 98055 - (206)235-2501 8 This paper contains 50%recycled material,25%post consumer CITY •F RENTON City Clerk Jesse Tanner,Mayor Marilyn J.Petersen August 13, 1996 Ty Ribera Tydico, Inc. 17937 Cedar Grove Rd. SE Maple Valley, WA 98038-6220 RE: High Ave. S. Stormwater Outfall Improvement Project, CAG-96-097 Dear Mr. Ribera: At its regular meeting on August 12, 1996, the Renton City Council accepted the bid submitted by RJC Inc. for the above-referenced project, in the amount of$80,983.10. Thank you for your interest and your bid. Sincerely, `U Brenda Fritsvold Deputy City Clerk cc: Ron Straka-Project Manager 200 Mill Avenue South - Renton, Washington 98055 - (206)235-2501 ®This paper contains 50%recycled material,25%post consumer • CITY OF RENTON BID TABULATION SHEET PROJECT: High Ave. S. Stormwater Outfall Improvement,CAG-96-097 DATE: 7-Aug-96 FORMS BID BIDDER BB TF Sub Includes 8.2% Sales Tax / List Aurora Engineering Inc. PO Box 752 Bothell,WA 98041 RAM Inc. Contractors V PO Box 1510 Milton,WA 98354 RJC Inc. PO Box 467 g O yg3jo Maple Valley,WA 98038 \ / Tydico,Inc. ✓ to S 5�S 17937 Cedar Grove Rd. SE Maple Valley,WA 98038-6220 ENGINEER'S ESTIMATE / 2 TOTAL: LEGEND: Forms:EEO: Equal Employment Opportunity TF: Triple Form BB: Bid Bond Sub List: Sub-contractor list f25,00 Tax: $2.05 $27.05 CITY OF Renton PLANNING/BUILDING/PUBLIC WORKS PUBLIC WORKS DIVISION PLAN HOLDERS LIST Project Name: High Avenue South Stormwater Outfall Improvement Project Project Manager: Ron Straka Telephone: 1206) 277-5548 Bid Date: 8/7/96 Bid Time: 3:00 PM Bid Place: 3rd Floor Confrence Room Consultant: Telephone: Engineer's Estimate: $60.000 to $80.000 Name :— ame :_ Mai 1 i nc WESTt�ATER CONSTRUCTION COMPANY Street 16209 SE 173rd PL. City/St RLi1TON, WA 98058 \ n Te1ephc PHONE: 206 277-3137 FAX: 206 254-8920 ' Name :ENJ9 61be0a aAl2-11Z to Signature : QD/ Mailing Add Date Rec' d: Street Addr L> > City/State/Zip C ode : 5 / Telephone No. Fax • 7b b 7 Name : 6,64 GoAlS744 r-T isd Signature : 4- Mailing Address : 1' Date Rec'd: Street Address : f" L A C City/State/Zip be $6 Telephone No. : S 21 -.2 3 Z fl Fax No. 9,27 - 3 2717 Name : /,� S Signature • Mailing Address :,;0•Q flax 60 Date Rec' d : 7- /-lei& Street Address City/State/Zip_ ode ; Telephone No. :c-1aG Fax No. :.2o& 7d!� Name : �DI ,CR-�T�1PlN�j�C( i -NC Signa Mailing Address : Q bra-/,:6oM60 Date R 1 91INk Street Addr o City/State/Zip 00 _ Telephone ob 5 5b ax 0 ' S Name : 2fC Ffe4P E � Z,�s�,4rz/ Signa 117 Mailing Address :-2&03 LvES Date Reel d: Street Address : -!VATl'G4-?- City/State/Zip / Telephone ax No. _ H:DOCS : 96-339 : :ps 0 ' • 5.00 Tax: $2.05 $27.05 CITY OF Renton PLANNING/BUILDING/PUBLIC WORKS PUBLIC WORKS DIVISION PLAN HOLDERS LIST Project Name: High Avenue South Stormwater Outfall Improvement Project Project Manager: Ron Straka Telephone: 1206) 277-5548 Bid Date: 8/7/96 Bid Time: 3:00 PM Bid Place: 3rd Floor Confrence Room Consultant: Telephone: Engineer's Estimate: $60,000 to $80.000 Name : "-' I Co. S i na Mailing Address : Sa'a 'T1�o>, .. PIS a� t R � •�S S Street Address : S City/State/Zip Code : ; , ��C [.v�- gj-vS� Telephone No. : Q06 - 6�3&--,7fr>5 Fax No. 2c.) 6 P6 3 S- Name : Ci' �a.� C . Signature ., Mailing ddress eV6-7 ey" v,4ac. ate R - Street Address : - -z y ---'?-K-Z, E-� City/State/Zip_ Code : C 1Z4dj ti c,c d 9'j Ca3 Telephone No. : -2,e)l-, f2!-<ly aFax No. : �aoc, y3-1 SS89 Name : -�C —Signature : Mailing Address : Date R ' Street Address : City/State/Zip e a� Telephone No. : ` .-dal/ Fax No. Name : 4�2"2 5-4 1-Z r -Signature : Mailing Address : ,R63cao 7S.�I- Date R - Street Address : City/State/Zip Code : Telephone No. ;Z0 Fax No. ;Zee- 0 Name :YAm ia. Lnv��a�a L f�llSic�:1KC� Signature : Mailing Add Date R ' I Street Address : City/State/Zip • G/IJIIQ 4 qgll f 1oa-G-3 4 a Telephone 35-,A1 ---Fax No, 0 5-35� Name -, /o/co �-O�S Signature Mailing Address : /75 3 7 Date .R Street Address : c_ City/State/Zip '>/ < Telephone 3 -Jattk L Pax No. /C D-D H:DOCS : 96-339 :DB:ps n LL'hl = Q� C Q�y qi — `'r� k1'—y"`' °N,b� �,N v c�+a,� — s� o �^ op �✓ o°K° r� ,� � I 1 - '"n i � /o�� � f�'�S S o f � ��n✓ — "''� �(,' 1 1 6✓ � 1 Y' `�l- (' � - r S�2o� AtuA A�F S Sr) — . • 1 Sam v,s,3 ,,/ y • C�ort �993 dungy rn�yps ��. ( �y ��� s�. M��/ wQs�+ 6,J J W W Wxxm /a �G Jeo't MN �1�/�p u txs-� `t, on V1 FAcoo M1 O o aaa (� N C4 C4 t� o sew Shod 1L�c0.Xw- O S - Ou�X)� C4 ,b �s' 0 55 so -�5' d IS o • -f C 6,o. V 7-J. vc& -tom s,q oar Q '-6 Sle W cq O A e .��l.�t al usovX c� n10 \3-.o 1 C.-L u-- Sl o CA ��""'1 �(/�c� �W SfL w- }�y� Si � � ry�p1p_ o.J.O.o._ - -• X�-� A �X.0 ANyj� • S I(o qL w/ L. I,,7V 430 co, lo-A cLA S�^e ukM�n �o�„�,oQ..olo o^� .tq�e.,,�7�0:.1od - �rt� a�.o� nwt wk.l._ � (�c,•,e-� �i,�.�„ n:ill W R o 6,ko — ,�...d J�9� � Z�.9 �,�.o���c.a => (,mot �-��,,.�,o) � � oar.d...,�•.�r� dka N At C- C 1= Lo: s CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: March 28, 1996 TO: Sam Chastain Alan Wallis i A.Lee Wheeler Jack Crumley ' Jim Hanson Neil Watts Mel Wilson" Mike Katterman Lys Hornsby Dave Christensen-, FROM: Ron Olsen pd- STAFF CONTACT: Ron Straka(X-5548) SUBJECT: High Avenue South Stormwater Outfall Improvement Project- Project Proposal Enclosed for your review and comment is the project proposal for the High Avenue South Stormwater Outfall Improvement Project. Please provide any comments on this proposal to Ron Straka by April 15, 1996. In addition, if you wish to assign any members of your staff to the design team,please indicate them on the Management Acceptance and Commitment form. If you have any questions regarding the project proposal, please contact Ron Straka. Thank you for taking the time to review this project proposal. H:DOCS:96-215:RJS:ps CC: Gregg Zimmerman dW HIGH AVENUE SOUTH STORMWATER OUTFALL IMPROVEMENT PROJECT PROJECT OBJECTIVE: The purpose of the project is to eliminate the discharge of surface water at the top of an steep slope from an existing storm system,that is contributing to slope instability, by extending the storm system pipe to the bottom of the steep slope. PROJECT BACKGROUND: The project is located in the Southwest quarter of Section 17, Township 23 North, Range 5 East W.M. at approximately 525 High Avenue South and extending approximately 450 feet to the north (see Figure 1 ). During a storm event in August 1995, a landslide occurred in the area around an existing City stormwater outfall located at the north end of High Avenue South. The tighlining of the existing outfall down the steep slope was identified as a way to prevent additional erosion of the hillside,which could cause damage to public infrastructure and private property . The project consists of reconstructing and improving an existing stormwater outfall located at the north end of High Avenue South. The existing storm drain outfall is a 12 inch diameter corrugated metal pipe (CMP), which serves as the discharge for the collected upland surface water runoff. The upland surface water is discharged at the top of the slope at the north end of High Avenue South. The stormwater discharged from the existing outfall at the top of the slope may increase the risk of landslides to the adjacent slopes, loss of property,and damage to the existing outfall. In order to decrease the risk of landslides to the adjacent slopes, the project would install a "tightline" pipe extension beginning at the last catch basin located in the north end of High Avenue South right of way, replacing the 12 inch CMP and traversing the slope from the existing outfall location to the base of the steep slope area. The project would reconstruct and extend the existing outfall using a 12 to 18 inch diameter High Density Polyethylene (HDPE) pipe. The new HDPE pipe would extend about 450 feet into a catch basin/outlet structure at the bottom of the steep slope. At this point the stormwater flow would continue along the natural drainage course. Approximately 350 feet of the HDPE would be above ground. The project will include construction over an area of approximately 15,000 square feet. The current use of the project area includes single family and undeveloped wooded slope. Existing improvements in the project area include single family homes at the top to the steep slope, public right of way improvements and utilities including the stormwater outfall proposed for improvement. The project would not result in any changes to the existing uses. The project is located in a erosion hazard, landslide hazard, seismic hazard and medium coal mine hazard area. The project will be constructed in Zone 2 of the Aquifer Protection Area. PROJECT ELEMENTS: The project will involve the following elements: • Survey of project area for base mapping. • Geotechnical investigation for determination of construction methods, materials and slope stability measures. • Completion of City permitting process(SEPA review). • Design of the storm system construction plans and profile with associated construction detail. • Preparation of complete Plans, Specifications and Engineering documents for bidding of the project. • Construction of the storm system and associated project features. • Close out of project. DESIGN ELEMENTS: 1. Preparation of plans and specifications for construction by Entranco for construction at the Surface Water Utility Engineering Section's direction. 2. All private utility companies will be contacted to provide information on their utilities in the project area. 3. Coordination with other City departments will be done to avoid conflicts with facilities and to coordinate with their projects within the proposed project area. 4. A geotechnical investigation by AGRA Earth and Environmental will be performed to assess slope stability and geotechnical parameters to be considered as part of the project design. 5. Coordination with the neighboring property owners regarding project construction and to secure an easement from the property at 525 High Avenue South. PRELIMINARY COST ESTIMATE: Estimated total project cost: $150,000 FUNDING SOURCE: The project will be funded through the 1996 Surface Water Utility Capital Improvement Program Budget(421 Account)as part of the Small Drainage Problems Program. PROJECT SCHEDULE 1. Mapping,Design,Geotechnical Investigation, SEPA review Completed June 1996 2. Bid Project Open July 1996 3. Begin Constuction August 1996 4. End Construction September 1996 INVOLVEMENT AND PARTICIPATION: A. Property owners: The private property owners in the project area will be notified about the project design and construction schedule as part of the SEPA public notifications and prior to the start of construction. Coordination with the property owner at 525 High Avenue South will be required to secure an easement for the project construction and to ensure property disturbed by the project construction is restored adequately. B. Private Utilities: Private Utilities will be notified during the design phase to ensure that their facilities are identified on the project plans. The contractor will be responsible for contacting One-Call prior to starting construction. STAFFING: A. Project Management The project manager will be Ron Straka, Surface Water Utility, Utility Systems Division of the Planning/Building/Public Works Department. B. Mapping and Design: Mapping and design will be performed by Entranco Engineers with assistance from the Surface Water Utility. C. In House Review: Design Team members as well as affected Division's of the City will be involved during project design reviews. Please complete the attached response form and return it to Ron Straka by April 15, 1996. A description of any projects or issues that are relevant to this proposal, and how they are related to the proposed project,would be appreciated. 9,L Z J 3 N 4TH ST 405 m N 3RD ST g AIRPORT WAY 900 S Z � Q cn 0 o Q Z 169 S 2ND ST 0 �F Q 900 S 3RD ST a L v� > 0 to Project Site ~� S S a > � R w Q c a Z > � N Q � 5TH Q %- pgTNE� _ � w T Q S 6TH ST UJ= a ¢ vi �� C� S 7TH CT TH ST S 7TH ST �y N z Q LU SG " Q Q �9 _ �- 515 = � sF Legend ----- 12"HDPE Pipe OutfalVCatch Basin a m 167 C O Z � o O PUGET 430E Figure Project Vicinity MANAGEMENT ACCEPTANCE AND COMMITMENT PROJECT: High Avenue South Stormwater Outfall Improvement Project ❑ We concur with the project scope and schedule as outlined in this project proposal. We are assigning (Ext. � as our representative on the design team. ❑ We concur with the project scope and schedule as outlined in this project proposal. We will not be assigning a representative to participate on the design team but reserve our right to participate in the standard review processes. ❑ We feel that the following item(s) are of concern or interest in relationship to this project and would like to bring them to you attention: (Signed) (Section or Division) (Date) H:DOCS:96-214:RJS:ps CITX*)F RENTON Office of the City Attorney Jesse Tanner,Mayor Lawrence I Warren 1it MEMORANDUM To: Ron Straka Ci 7`( OF, RENTON Engineering Dept. From: Lawrence J. Warren, City Attorney Date: March 27, 1996 Subject: Utilities Easement- High Avenue South Stormwater Project Clint Morse and Shelly Morse I have reviewed the above-referenced document and the same is approved as to legal form. However, we still need to answer Mr. Morse's attorney's letters about long term protection of the top of the slope and long term protection from the drop off. Lawrence J. W rren LJW:as. cc: Jay Covington A8121.53. Post Office Box 626 - 100 S. 2nd Street- Renton, Washington 98057 - (206)255-8678 9 This paper contains 50%recycled material,25%post consumer CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: March 14, 1996 TO: Neil Watts John Thompson FROM: Ron Straka*— SUBJECT: High Avenue South Stormwater Outfall Project 30%Plan Review Enclosed for your review is a copy of the 30% (preliminary) engineering plans for the above- referenced project. Please review and provide your-comments to me by March 29, 1996, if possible. The project consists of constructing a HDPE pipe from the end of High Avenue South, down the steep slope, into an energy dissipater at the bottom of the hill,on City-owned property. The existing storm line discharges runoff at the top of the steep slope. A landslide occurred last fall on the slope where the outfall discharges runoff. The plans are very preliminary at this stage,but it is better to get your input on the design now as opposed to when the design is nearly final. Your review comments, along with Surface Water Utility Engineering Section's design review comments, will be compiled and returned to the consultant. The consultant will address the review comments as part of the final design and preparation of the construction specifications. Your comments regarding the plans, or items that should be included in the construction specifications are welcome. When working on this project you can charge your time to Work Order Number 65240. If you have any questions regarding the project,please contact me at X-5548. H:DOCS:96-175:RS:js cc: Ron Olsen Jack Crumley MEETING AGENDA HIGH AVENUE SOUTH LANDSLIDE DATE: March 11, 1996 LOCATION: Renton City Hall 5th floor I INTRODUCTION: II GEOTECHNICAL REPORT REVIEW: 1. Factors that cause the landslide 2. Repair options • Stormwater outfall • Bank stabilization III CITY STORMWATER OUTFALL PROJECT OVERVIEW: 1. Interim repair 2. Review of project draft plans 3. Project schedule 4. Easement for project construction IV BANK STABILIZATION BY PROPERTY OWNER 1. Does the property g wner plan to perforpi repairsto the bank. N o . dr/1 // / iP't �euv� T/+tj i�/7Z L.QsZE�E91''T�j 77f �.l�u�i� V SUMMARY O DISCUSSION: I CUSSION: r IV CONCLUSION: f;JSr�rENT L�i�do�{jfj Ta jj£ ,�6v/,e�/Ev f3Y /✓I,�. m��i2.i S s 1Zc�,c� 4M..ittio�.�5 1'0 n'/�SGpy�p i4,22� S �s'rva�,Eo 8y -6171 � `Ls.IGGd.�G L.fi✓s�,S��tt�'j`�'G /'",-���?a�S 71 •,t Z• -�-�1G�ucQe- V�St$,K,d � �ra.�^'�-- �v��- �+A�'��-- �-�'•LtS11 C R 71 Documentl/ rd ! ! cl / � l W yv 13 l,l�Uc 4) uPt I-A Ll .�1�✓r%c ,410�4w Ronald J. Straka To: Linda C. Ferkingstad Subject: High�Avenue South Stormwater Outfall Project Purchase Orders Linda please set-up two purchase orders for the above referenced project Purchase order#1: Contractor/Consultant: Entranco Inc. Account Number: 421.000600.018.5960.0038.65.065015(65240/Funct.) Contract Amount: $37,566.36 Contact: Bruce Jensen Ph#454-5600 Purchase Order#2: Contractor/Consultant: AGRA Earth& Environmental Inc. Account Number: 421.000600.018.5960.0038.65.065015(65240/Funct.) Contract Amount: $6,099.84 Contact: Curt Thompson, Ph.# We probably will not receive an Invoice for work on the project until next month, since work is just starting, so there is no rush in entering these new purchase orders. If you have any questions or need additional information, please contact me. Thanks Page 1 CITY OF RENTON PUBLIC WORKS DEPARTMENT 4 REQUEST FOR INFORMATION OR CONCURRENCAq T r-71 DATE: January 3, 1996 �dr F<<0 TO: Larry Warren, City Attorney FROM: Ron Straka (X-5548) �'} �f CONTACT PERSON: SUBJECT: High Avenue South Landslide Geotechnical Report Attached for your review, changes and/or comments are copies of the following: • Revised AGRA Earth & Environmental, Inc. geotechnical report for the High Avenue South Landslide. The above-referenced report has been revised to include City review comments provided to the consultant after your last review of the document on December 1, 1995. Please determine if the report is acceptable for release to the public (Mr. Clint Morse - 525 High Avenue South). A meeting with the property owner will be arranged, once the report is released for review. If you have any questions, please contact me. Thank you for your assistance. CONCURRENCE 0- LAWRENCE J. WARREN, CITY ATTORNEY January 4 , 1996 Name Date H:DOCS:96-0004AMps Attachments f r . CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: November 20, 1995 TO: Larry Warren FROM: Gregg Zimmerman STAFF CONTACT: Dave Jennings (x-6205) Ron Straka SUBJECT: HIGH AVENUE LANDSLIDE Clint Morse's attorney, Moses Garcia, has requested a copy of the preliminary geotechnical report prepared by AGRA on the causes of the High Avenue Landslide. Since the report is currently in "Draft" form, and you have not yet had to review the document, I have included it for your review, along with additions requested by staff. Please review the document and the proposed changes and discuss any comments with Ron Olsen, Ron Straka, and Dave Jennings. We will get AGRA to make the required changes and then forward the document to Mr Garcia in its final form. Please also provide a set of meeting times and dates when you would be available to sit down with Mr. Morse, Mr. Garcia, and myself, Public Works staff. If you have any questions, please call David Jennings at (x-6205). Thank you for your assistance. H:DOCS:95-982!!:DEJ CONCU RE CE - I DATE ZL G l NAME I diTl Li AT€- V�. t� CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS ! - -y-- MEMORANDUM DATE: November 20, 1995 TO: Larry Warren FROM: Gregg Zimmerman STAFF CONTACT: Dave Jennings (x-6205) Ron Straka SUBJECT: HIGH AVENUE LANDSLIDE Clint Morse's attorney, Moses Garcia, has requested a copy of the preliminary geotechnical report prepared by AGRA on the causes of the High Avenue Landslide. Since the report is currently in "Draft" form, and you have not yet had to review the document, I have included it for your review, along with additions requested by staff. Please review the document and the proposed changes and discuss any comments with Ron Olsen, Ron Straka, and Dave Jennings. We will get AGRA to make the required changes and then forward the document to Mr Garcia in its final form. Please also provide a set of meeting times and dates when you would be available to sit down with Mr. Morse, Mr. Garcia, and myself, Public Works staff. If you have any questions, please call David Jennings at (x-6205). Thank you for your assistance. H:DOCS:95-982!!:DEJ I I _ .`Ei� 0441l ..- 117 November 20, 1995 Mr. Curt Thompson AGRA Earth and Environmental 11335 NE 122nd Way, Suite 100 Kirkland, Washington 98034-6918 SUBJECT: HIGH AVENUE STORMWATER OUTFALL - COMMENTS ON PRELIMINARY GEOTECHNICAL MEMORANDUM Dear Curt, Attached are comments on the 9/12/95 Preliminary Geotechnical Memorandum you produced regarding on-site investigation of the High Avenue Landslide. The comments are based on my review and input from the City Attorney. Please review the comments and make appropriate changes to the text of your memorandum, as required. Please call me at 277-6205 if you have any questions. Thank you for your assistance. Sincerely, David E. Jennings, P.E., Project Manager Surface Water Utility Section H:DOCS:95-981!!:DEJ Page 2 November 20, 1995 Comments on the 9/12/95 Preliminary Geotechnical Memorandum for the High Avenue Landslide, numbered 1-9 as indicated on the attached copy of the memo, are as follows: Please add the following: 1 . Documentation provided by the City of Renton shows that landsliding was an issue considered in the design of the foundation system for the house constructed for Mr. Morris. A 8/21/91 letter from James Eaton, P.E., to Mr Paul Stromme regarding subsurface geologic conditions of the undeveloped site at 525 High Street discusses the results of test pits that were conducted at the site and recommendations for slope protection. Mr. Eaton noted that underlying soils were gravelly sand, succeptible to sloughing, and highly erosive. In addition, Mr. Eaton recorded some observations of erosion and landsliding of the slope adjacent to the existing outfall, and theorized that surface water discharges may have been a culprit. He indicated that the slope, though stable, could be succeptible to gravity-induced landslide processes. He also noted that the rip rap erosion protection below the outfall seemed adequate. Finally, Mr. Eaton remarked that , Mr. Eaton recommended that the existing vegetation on the slope nearest the proposed Morse residence should be preserved, the slope should remain undisturbed, grass clippings or other garbage should not be deposited on the slope, and water should not be discharged onto the slope from the proposed development. 2. Inspection of the outlet control structure from"the xxxx tention pond showed that the facility appears to be in good working order, and therefore should be capable of operating as designed and constructed. Recent construction in the vicinity of the High Avenue outfall may have contributed to increases in stormwater discharges from the small area that drains to the outfall. These increases may be the result'�1of clearing and land use changes due to new development, although the effects of the se I y-lot changes would be small. Presently, the outfall,discharges stormwater collected fro a'xx�We subbasin. Surface runoff draining north to the outfall along High Avenue is c in a catch basin located at the south east corner of the Morse property. According to observation, this catch basin collects most of the runoff from this area. Runoff is prevented from travelling overland to the landslide area due to the presence of a landscaping berm and a 4"x4" treated landscaping tie which acts as a curb at the edge of the concrete and gravel parking area and driveway. 3. It is not known if the upper strata observed is fill that was placed on top of the in situ soils (soils described in Mr. Eaton's 8/21/91 letter) at the time the Morse residence was constructed. 4. "below the outfall." Page 3 November 20, 1995 5. "through the outfall onto the slope below." 6 "Discharge from " 7. "from the outfall at the toe of a slope consisting of" 8. "Removal of vegetation from the area adjacent to and at the top of the slope, placement of fill at the top of the slope, and the installation and operation of an irrigation system to maintain new landscaping improvements, including lawn and ornamental plants. 9. DESCRIPTION OF FAILURE It is difficult to recreate or describe how the initial slope failure occurred, although several factors likely contributed, as noted above. Because the slope is oversteepened, eventual failure of the slope in this area was likely and unavoidable. However, it appears that several human factors likely contributed to movement of the slope sooner rather than later. The primary cause of the failure was likely the removal of native vegetation at the top of the slope and the placement of fill in the area of the existing lawn and landscaping. This action would have had three primary effects: weight bearing on the slope soils was increased, structural reinforcement provided by the roots of the plants - especially the larger, older, and better established shrubs and trees - was removed, and exposure to rainfall erosion and infiltration was increased. The weight of added fill would be more significant if the additional soil mass was saturated or capable of holding large amounts of water. Secondary causes of the failure probably included incremental erosion and downcutting around the riprap splash pad below the outfall, oversteepening of the drainage channel below the outfall, and operation of the irrigation system above the slope. Erosion of the toe of the upper slope around the outfall would have increased the opportunity for failure of the slope due-to shear and gravitational failure. Erosion of the toe would have been encouraged by incremental downcutting and oversteepenting of the drainage channel from year to year. As described above, failure of the slope would have been accelerated with the placement of additional fill above the slope. The weight of the fill, and hence the opportunity for failure, would have been dramatically increased through saturation of the fill from rainfall and operation of the irrigation system. * AGRA AGRAEa�h& ��»���/ �� Environmental Environmental, Inc. =~=" °"" ~= ~~""�« ~^~" 11335NE122ndWay ' Suho1OO Kirkland,Washington -- U.S.A.12 September 1995 ��� 1 `� 98034'6818 ��. � ' �.u.� Tel (206)820'4869 11'10496-00 Fax(20O)821'3914 C!TY (lF City ofRenton Engineering Dept. Planning/Bui|dinQ/Pub|ic Works Department Municipal Building 200 Mill Avenue South Renton, Washington 98055 Attention: Mr. Rona|dJ' Straho' P.E_ Engineering Supervisor Subject: Preliminary Gaoteohnica| Memorandum High Avenue South Landslide 525 High Avenue South Renton, Washington Dear Mr. Straka: We are writing this letter to summarize the results of our geologic reconnaissance and present the alternative geotechnioo| concepts for the above referenced project. In addition to the gaotechnical nnarnorondunn'the scope of work for this study was limited to opinions regarding oauoaa of the |ondaUda' future slope stability and impacts to the storm drain line, and recommendations to stabilize the slide area. Authorization to proceed with this project was granted by the City of Renton on 30 August 1995. This preliminary Qootachnioa| memorandum has been completed in general accordance with our scope of work as presented in our proposal and our on-call consultant contract for the City of Renton. SITE DESCRIPTION The landslide is located at the north end of High Avenue South' northeast of a residence located at525 High Avenue South. High Avenue South dead ends ine landscaped berm area approximately 35 feet south of the top of slope. The City of Renton has a 12-inoh diameter corrugated metal pipe (CMP) which sen/oo as e storm drain outfaU' exiting the slope in the landslide area. The nearest catch basin for the CK4P is approximately 75 feet south of the top of a|npe' and 90 feet south of the outfaU. x~ � ' VVo understand the recent landslide occurred after heavy rains on 16 August 1995 and exposed approximately 0 feet ofCK4P. The landslide scarp was observed immediately tmthe west of the outfoU. Approximately O to 10 feet of fill was observed atop the CK4P at the top of slope. The landslide scarp is approximately 20 to 25 feat in width and approximately 15 to 20 feet in depth. The approximate thickness of the landslide mass was 10to 15 feet '�� �r Engineering& Environmental Services Cityof Renton 11-1 4 - � 0 96 00 12 September 1995 Page 2 based on the adjacent soil banks and scarp area. The landslide mass was generally a landscape berm area including plantings and bark at the surface. The drainage channel below the outfall was surficially covered with quarry spall rock (4-8 inch) in the splash area and a limited area further downslope. The slopes adjacent to the drainage channel were generally covered with surface brush, blackberries and small alder and maple trees. The trees on the slope have been regularly topped for the downtown view to the northwest. We understand the parcel to the east, 520 High Avenue South, experienced a landslide along the slope, some four years ago. At that time the City of Renton added a 3- to 4-foot extension to the CMP and surfaced the discharge area with quarry spall rock. According to the City of Renton no landslides have occurred in the channel area until the 16 August 1995 event. Development of the property at 525 High Avenue South was done approximately 3 years ago. For the development it appears limited placement of fill was performed at the top of slope for the landscaping. A sprinkler system for the scaping was observed with a sprinkler head immediately upslope of the landslide scarp. j The possibility of a recent increase in stormwater flow into the 12-inch CMP is under review by the City of Renton. Increased runoff from an upscale development to the southeast into the storm drain may be a factor in increased flows and channel erosion. 7„ GEOLOGIC RECONNAISSANCE The topographic information shows the drainage ravine is flowing downslope in a south to north direction with top of slope elevation of approximately 325 feet and 55 feet at the bottom of the slope. Our geologic reconnaissance was performed from elevation 325 feet to approximately elevation 130 feet. The toe of slope for the accumulation of upslope debris, spalls, etc. is approximately elevation 160 feet. In order to facilitate our geological reconnaissance we measured down the center of the drainage channel with a string line. We commenced our measurements from the outfall pipe. Presented below is a summary description of the channel soil contacts observed during our site reconnaissance on 31 August 1995. The existing slopes and soil contacts are shown on Figure 3. Based on visual observations approximately 8 to 10 feet of loose silty sand fill soils were above the CMP storm line. In the scarp area, west of the CMP fill soils, we observed approximately 5 feet of loose silty sand fill atop approximately 5 feet of native loose to medium dense sand with some gravel. This native sand is mapped as recessional stratified drift, Qit, kame terrace deposits. The Renton Quadrangle Geologic Map, 1965, describes the kame terrace deposits as sand and pebble to cobble gravel in scattered terraces whose surfaces locally are deformed by extensive collapse.+\The fill and recessional soils have formed , AGRA Earth & Environmental w City of Renton 11-10496-00 12 September 1995 Page 3 CA' [,,J - a near vertical slope (.5 Horizontal:1 Vertical) in the drainage channel. Below the recessional deposits and approximately 3 feet vertically below the outfall pipe we observed a 6-foot vertical slope of glacially consolidated dense silty sand with some gravel, mapped as Qu, undifferentiated deposits. The undifferentiated deposits include three or more till sheets, glaciofluvial sand and gravel, glaciolacustrine clay and sand, and non-glacial sand, clay and thin peat. We observed Qu deposits of interbedded silty sands, sandy silts, and gravelly sands along the drainage channel and banks for approximately 70 feet on a slope on the order of 1 HA V. Approximately 70 feet downslope of the outfall we encountered sandstone which is mapped as the Renton Formation (Tr). A layer of quarry spall rock (4-8") covers the upper drainage channel below the outfall to approximately the sandstone contact. The Renton Formation consists of arkosic sandstone, mudstone, shale and coal beds. This formation is characterized by numerous faults of small displacement, wavy bedding and a thickness of approximately 2,500 feet. The coal from this formation was mined extensively in Renton, including beneath the project area. The observed upper sandstone forms a similar 1 H:1 V slope as the Qu deposits for approximately 15 feet and then drops vertically approximately 20 feet. The sandstone in the drainage channel has formed steps with interbedded coal and siltstone for approximately 100 feet. The steps form an overall slope on the order of 1.25HA V. At the base of the upper slope at approximately elevation 165 feet a 10- to 20-foot high pile of accumulated trees, root mass, brush, soil, quarry spall rock and debris including concrete and CMP is located. The debris pile is on the order of 60 feet in length. A smaller debris pile consisting of finer debris, wood and soil is located downslope of the large debris dam. A siltstone horizon of the Renton Formation was observed beneath the debris piles. Further downslope we observed interbedded sandstone,siltstone and coal along the drainage channel. The approximate locations of the geologic contacts and general slope of the drainage channel are shown on Figure 3. Our geologic reconnaissance was performed during dry weather conditions and we did not observe seepage from the slope. It should be noted seepage from precipitation may be "perched" within the fill and/or atop the dense silty sands and hard sandy silts of the Qu - undifferentiated deposits at the upper slope area. CONCLUSIONS AND RECOMMENDATIONS Based on our geologic reconnaissance and site history, several factors should be considered regarding the cause of the recent landslide. We understand the slide occurred on 16 August 1995 during or after a rain event. The storm drains collect surface water and direct it into a 12-inch diameter corrugated metal pipe (CMP) which empties over the slope at the nort end of High Avenue South. During that rain event a heavy flow was directed over the slope. The slope is steep, on the order of 1 H:1 V (Horizontal:Vertical) and covered with quarry spall rock in the splash area and upper drainage channe . The outfall is directed near the toe of the , AGRA Earth & Environmental City of Renton 1 1-1 0496-00 12 September 1995 a Page 4 landslide mass where a vertical bank of dense silty sand was observed. The upper soils observed in the side banks included a loose silty sand fill over loose to medium dense recessional sands. We estimate the fill thickness at the top of the slope to be 8 feet above the CMP and approximately 5 feet in the landslide scarp area to the west. It should be noted that subsurface explorations were not performed for this preliminary study, and densities and thickness of the soil horizons are estimated. Based on the limited information reviewed to date, it is our opinion that the probable causal factors of the landslide include the following: vy, "g: �J``�!! (, 'i � `�„� q �" 1 • Storm flow directed of loose fill and loose to medium dense recessional s nds; • Loose fill �trj#i'6�op of the slope including CMP backfill and landscape berm; • Oversteepe\\ned drainage channel slope; • Erodability of the slope soils; ~�• Sptiakler- sad_fnr landsg.�pe_iui.gatior immediately upslope of the landslide ,Tf6' stability of the site slopes would be considered low if a method to prevent continued storm flow channel incision and oversteepening of surrounding slopes is not implemented. Channel armoring with quarry spall rock has lessened the channel down cutting but due to the steepness of the drainage channel loss of rock downslope is continual. Increased stormwater detention in the upland area may be a feasible method to lessen storm flow released down the channel. The best method to prevent additional channel cutting would be a tightline bypass from the catch basin to the lower slope area. A permanent repair solution would include both stabilization of the bank as well as control of the stormwater outfall. Potential options for stabilization of the bank include: • Excavating out all slide susceptible deposits and rebuilding with a geosynthetic reinforced earth slope inclined at say 1 H:1 V to 1.5H:1 V (Horizontal to Vertical); • Excavating out all slide susceptible deposits and rebuilding with a geosynthetic reinforced retaining structure such as a reinforced Keystone wall type system; • Excavating out slide susceptible deposits at top of bank as needed to construct a Gabion basket or Cribwall type gravity structure; • Constructing a soldier pile retaining wall embedded sufficiently into stable ground and backfilling to re-establish original top of bank. AG RA Earth & Environmental City of Renton 1 1-1 0496-00 12 September 1995 Page 5 Potential options for controlling the stormwater outfall should include: • Constructing an upstream detention facility with a controlled release structure designed for a 100-year storm event; • Releasing outfall near bottom flatter portion of bank by tightlining flexible plastic pipe down face of slope using a suitable method of anchoring the pipe to the slope. Optionally, the outfall could possibly remain in its current position and the slope face applied with a highly durable erosion protection mechanism. One feasible method for erosion protection of such a steep slope could include a patented method known as Armor-Form, which entails laying out a form of heavy duty geotextile "pillows" over the slope which are subsequently injected with concrete from the top of the bank; 0 Integrating the stormwater control improvements into the slope stabilization system. In order to determine the most feasible and economic repair solutions and provide information for their design and construction, subsurface exploration will be required to delineate the extent of landslide susceptible deposits and general underlying soil stratigraphy. A recommended field investigation program is outlined subsequently. In order to establish the thickness, distribution and composition of site slope soils, we propose a subsurface exploration program consisting of drilling three hollow-stem auger borings, located on the east, west and south side of the stormwater outfall. Due to the unstable slope conditions, the east and west borings would be drilled to depths of approximately 15 to 20 feet using a portable drill rig under subcontract to our firm. The test boring to the south would be drilled to approximately 30 to 40 feet utilizing a conventional truck-mounted hollow- stem auger drill rig. The subsurface information would be used to define the preferred repair option and supply design recommendations. AG R A Earth & Environmental r , City of Renton 1 1-1 0496-00 12 September 1995 Page 6 We trust that this draft geotechnical memorandum serves your immediate needs. We appreciate the opportunity to provide these services. If you should have any questions, or need additional information, please do not hesitate to call at your convenience. Respectfully submitted, AGRA Earth & Environmental, Inc. Curt R. Thompson Senior Project Geologist Benjamin R. Weiss, P.E. Senior Project Engineer John E. Zipper, P.E. Senior Associate CRT/BRW/lad Enclosures: Figure 1 - Location Map Figure 2 - Site Plan Figure 3 - Ground Surface Geologic Profile ,AGRA Earth & Environmental •�suTn�- siekmm 4''vrr.�ar't p _,!...-..N__._ _—__ - �. 6TN All BE i ST • r dS � L I�$ `' �` <$ ,E Mlw�sT rttna .o r NE ■` "falcu 4 Sr , �"I I W nr r 4TN ` ST WITT 9G , ' n ♦ N AI ORTT s sap 8' NO ST �j s nul ST WY s.. . 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AGRA EARTH k ENVIRONMENTAL, INC. DRAWING NO. 11 10496 LOCATION.DWG TOP OF SLOPE LANDSCAPE BARK AND PLANTINGS LANDSCAPE TIMBERS REFLECTOR SIGNS 12" CMP G OUTFALL , Z� GRAVEL 77 UNDERGROUND HIGH 1 DRAINAGE PIPE AVENUE SOUTH DRAINAGE CHANNEL —_ J ASPHALT DRIVEWAY LANDSLIDE SPRINKLER SCARP HEAD BRICK I GRASS r I 2 L (T1 1 525 HIGH AVENUE SOUTH TOP OF SLOPE NO 0 20 40 DRAWING BASED ON CITY OF RENTON, DEPARTMENT OF PUBLIC WORKS SCALE IN FEET PLAN WTR 27-2028. FIGURE 2 W.O. 11-10496-00 HIGH AVENUEDE RENTON,TWASHINGTION SN AG R A DESIGN CRT Earth & Environmental DRAWN JMR 11335 N.E. 122nd Way, Suite 100 DATE SEP 1995 Kirkland, WA, U.S.A. 98034-6918 SCALE 1"=20' SITE PLAN AGRA EARTH & ENVIRONMENTAL, INC. DRAINING NO. 11 10496 SITE.DWG CMP backfill — slope fill — Loose, 340 silty SAND with some gravel 340 Qit — Recessional kame terrace 12" CMP deposits -- Loose to medium dense SAND — gravelly SAND 320 Fill 320 Dense, silty SAND Qit to sandy SILT — — '—� LEGEND Qu —undifferentiated Till 300 layers and GlacilFluvia SAND — 300 gravelly SAND Qu Quarry spalls — — — — INTERFACE LINE 280 on surface — — 280 Medium dense SAND — gravelly SAND ? ® DEBRIS Dense, silty SAND 260 - - - - - - - - _� 260 SANDSTONE W W Z 240 240 Z Renton Formation (Tr) NOTE: THE STRATA ARE BASED UPON Z Z INTERPOLATION OF OUR FIELD O O RECONNAISSANCE AND PUBLISHED > 220 — — — 220 > NOTLOGIC REPRESENT ACTUAL D MAY J — _ _COAL J SUBSURFACE CONDITIONS. LA — COAL and SILTSTONE w COAL 200 _—_— — — 200 Debris Dam ._�TSMRE — —? Debris Dam SANDSTONE — "? trees and soil — Quarry spoils and trees accumulated sands, silts 180 gravels from upslope 180 160 — — — 160 SILTSTONE 140 140 - - - - - -? SANDSTONE — SILTSTONE — COAL SEAM 120 120 DPI I I I I I I I I I I I 1 1 � 280 260 240 220 200 180 160 140 120 100 80 60 40 20 0 —20 DISTANCE IN FEET ALONG OF PROFILE FIGURE 3 W.O. 11-10496-00 HIGH AVENUE SOUTH LANDSLIDE 41M AG R A DESIGN CRT RENTON, WASHINGTON Earth &Environmental DRAWN JMR 11335 N.E. 122nd Way, Suite 100 DATE SEP 1995 GROUND SURFACE GEOLOGIC PROFILE Kirkland, WA, U.S.A. 98034-6918 SCALE 1"=30' AGRA EARTH be ENVIRONMENTAL, INC. DRAWING NO. 11 10496 X—S—A.DWG 0 • CONTRACT CHECKLIST STAFF NAME & EXTENSION NUMBER: Ron Straka (X-5548) DIVISION/DEPARTMENT: Utility Systems - Surface Water Utility/PBPW CONTRACT NUMBER: CAG-95-098 TASK ORDER NUMBER (if applicable): NA CONTRACTOR: Entranco Engineers, Inc. PURPOSE OF CONTRACT: High Avenue Outfall Project Design 1. LEGAL REVIEW: (Attach letter from City Attorney)ENCLOSED 2. RISK MANAGEMENT REVIEW FOR INSURANCE: (Attach letter)ENCLOSED 3. RESPONSE TO LEGAL OR RISK MGMT CONCERNS: NA 4. INSURANCE CERTIFICATE AND/OR POLICY: (Attach original) Copy enclosed original will be forwarded once recieved. 5. PROOF OF RENTON BUSINESS LICENSE: (Attach copy.)ENCLOSED 6. ATTACHED CONTRACTS ARE SIGNED BY CONTRACTOR: ENCLOSED 7. FISCAL IMPACT: A. AMOUNT BUDGETED: (LINE ITEM (See 7.b)* $100,000 B. EXPENDITURE REQUIRED: $37,566.36 8. COUNCIL APPROVAL REQUIRED: CONTRACT IS LESS THAN$50,000. A. CONTRACT OR TASK ORDER IS $50,000 OR OVER: B. *FUND TRANSFER REQUIRED IF CONTRACT EXPENDITURE EXCEEDS AMOUNT BUDGETED. (Refer to Council committee.) C. SOLE SOURCE CONTRACTS. (Refer to Council committee.) 9. DATE OF COUNCIL APPROVAL: 10. RESOLUTION NUMBER (If applicable): 11. KEY WORDS FOR CITY CLERK'S INDEX: A. High Avenue Outfall Project B. High Avenue South C. Entranco D:\rstraka\swucip\smalldpg\highave\ctyclrk.doc/rjs R CITY. OF RENTON 0 Office of the City Attorney Earl Clymer, Mayor Lawrence J. Warren MEMORANDUM 2� To: Ron Olsen APR 2 81994 From: Lawrence J. Warren, City Attorney Date: April 25, 1994 CITY OF RENTONEngineering Dept. Subject; Base Contract for Consultants I have reviewed the proposed changes to the base consultant contract and the same are approved as to legal form. However, in the third full paragraph of section XIII, line 4, on page 10, the word "Acord" is used. Should that be "Accord"? Lawrence . Warren LJW:as. cc: Mayor Earl Clymer A8:105.55. .11110 95/ �< �h.- e p Page 16 i 5360 ELDER EQUIPMENT LEASING 8015 S 222ND KENT Outcity 1 4732 ELECTRIC AND LIGHTING SERVICE 8821 116TH AV SE RENTON Outcit 206-228-7957 1 5620 ELECTRIC COMPANY OF WASHINGTO 535 N 8TH ST SEATTLE Outcity 1 3232 ELECTRIC ELECTRIC INC 21307 67TH AV W LYNNWOOD Outcit 206-771-3293 1 8792 ELECTRIC HOME SERVICE 9510 STONE AVE N SEATTLE Outcit 206-527-4422 1 4310 ELECTRIC LIGHTWAVE INC 8100 NE PARKWAY DR #200 VANCOUVER Outcit 206-892-6000 1 5881 ELECTRIC MONKEY 931 S 32ND ST. RENTON Incit 206-271-8935 _ 1 8450 ELECTRICAL ENERGY CONST INC 17505 51 ST AV SE BOTHELL Outcit 206-778-0555 1 9271 ELECTRICAL SERVICES 1500 W BERTONA SEATTLE Outcit 206-285-7800 1 6366 ELECTROIMPACT INC 4606 107TH ST SW MUKILTEO Outcit 206-348-8090 70 3138 ELECTROMATIC SALES&SERV.INC 800 MERCER ST SEATTLE Outcit 206-624-3370 1 9121 ELECTRONIC TECHNOLOGIES CO 3103 MOUNTAIN VIEW AV N RENTON Incit 206-235-4528 1 1310 ELLIE B'S SILK&DRY FLOWERS 1314 UNION AV NE#1 RENTON Incit 206-271-6295 1 6515 ELLISON FLUID SYSTEMS INC 350 AIRPORT WY RENTON Incit 206-271-3220 3 660 ELWICK INC. 150 S TOBIN ST RENTON Incit 206-228-5347 9 3694 EM BEE 2205 MAPLE VALLEY HY#444-12 RENTON Incit 206-228-1865 1 7850 EMERALD AIRE INC. 22043 68TH AV S _ KENT _ Outcit 206-87_2-5665 1 4159 EMERALD CITY ASSOCIATES 361 STEVENS AV NW RENTON Incit 206-298-8604 _ 1 4401 EMERALD CITY CHIMNEY SWEEPS 11927 124TH AV NE KIRKLAND Outcit 206-821-6136 1 4391 EMERALD CITY CONSULTING 3802 NE 19TH ST RENTON Incit 206-228-5923 0 6253 EMERALD CITY LANDSCAPE CORP 3108"A"ST SE #D AUBURN Outcit 206-931-8144 10 3127 EMERALD CITY VENDING 3407 TALBOT RD S RENTON Incit 206-228-7936 1 6344 EMERALD CITY WEATHERPROOFERS 8103 STEILACOOM BLVD SW TACOMA Outcit 206-223-9535 8 2202 EMERALD FINANCIAL SERVICES INC 15 S GRADY WY#248 RENTON Incit 206-226-0711 3 7548 EMERALD PAVING INC 2547 RAINIER AV S SEATTLE Outcit 206-722-7283 1 4662 EMERALD RECOVERY SERVICES INTR 321 BURNETT AV S#102 RENTON Incit 206-277-1546 1 9205 EMIL'S CONCRETE CONSTRUCTION 7661 159TH PL NE REDMOND Outcit 206-885-1216 4 5737 ENCON 18912 NORTH CREEK PK BOTHELL Outcit 206-485-5000 125 9158 ENCORE BROKERS INC 580 NACHES AV SW#101 RENTON Incit 206-226-4051 18 5441 ENERGY RECLAIM HEATING&VENT 4820 S WASHINGTON TACOMA Outcity 1 5611 ENGINEERED STORAGE PRODUCTS 1033 6TH AV S SEATTLE Outcit 206-682-6596 1 5816 ENGINEERED STRUCTURES INC 7790 WEST MOSSY CUP BOISE Outcit 208-362-3040 15 5256 ENGINEERING GRAPHIC SERVICES 400 W GOWE SUITE 402 KENT Outcit 206-854-2118 1 9295 ENGLAND COMPANY THE 251 SENECA AV NW RENTON Incit 206-226-8055 1 5258 ENGSTROM COMPANY THE 2125 EDMONDS AV NE RENTON Incit 206-271-9584 1 2077 ENTERPRISE LEASING COMPANY 140 RAINIER AV S RENTON Incit 206-277-5702 6 5013 ENTERPRISE RENT A CAR 2000 BENSON RD S#250 RENTON Incit 206-228-7650 11 6128 ENTRANCO ENGINEERS 10900 NE 8TH ST#300 BELLEVUE Outcit 206-827-1300 1 205 ENTRY SYSTEMS INC 301 1ST AV N KENT Outcit 206-859-0859 _ 2 3910 ENVIROCON INC 239 SW 41ST ST RENTON Incit 206-251-59961 1 3827 ENVIRONMENTAL PRIDE INC 19510 144TH AVE NE #A-6 WOODINVILLE Outcit 206-487-1180 1 907 EPSTEIN EDWARD D.D.S 150 PARK AV N RENTON Incit 206-228-6445 3 6130 ERIC JOHNSON DDS MS 601 S CARR ROAD RENTON Incit 206-226-1048 3 2313 ERIC'S MOBILE AUTO SERVICES 1204 PIERCE PL NE RENTON Incit 206-277-9763 _ 1 952 ERICKSEN MARJORIE LOU 1718 LAKE AV S RENTON Incit 206-226-1320 1 1548 ERICKSON COM REFRIGERATOR INC 4321 2ND NW SEATTLE Outcit 206-789-4722 1 4325 ERM ENVIRO CLEAN NORTHWEST INC 2821 NORTHRUP WY BELLEVUE Outcit 206-827-9574 1 2477 ERNEST L DABREO DDS MSD PS 4300 TALBOT RD S#314 RENTON Incit 206-235-85871 1 3714 ERNST#246 4601 NE SUNSET BL RENTON Incit 206-271-1403 27 2681 ESPECIALLY ELIZABETH 921 N 32ND ST RENTON Incit 206-211-6122 1 3644 ESPRESSO ALFEDO'S 4110 4TH AVE NE IRENTON Outcit 206-255-8464 3 4558 ESPRESSO DI STRADA 1107 N 29TH ST IRENTON Incit 1 2404 ESTHER L HOLT 1414 HOUSER WY N IRENTON Incit 206-226-2642 1 2663 ETL TESTING LABORATORIES INC 1100 MAPLE AV SW RENTON Incit 206-226-1660 2 4672 EVA'S HAIR&NAIL DESIGN 207 S 4TH PL RENTON Incit 206-227-5194 1 5684 EVANO TIRE&SERVICE CENTERS 765 RAINIER AV S RENTON Incit 2 9021 EVANS TIRE&SERVICE CENTER 4209 NE SUNSET BL RENTON Incit 206-235-9984 6 5542 EVERGREEN CAFE 115 S GRADY WY#116 RENTON Incity 206-277-4559 1 CITY OF "NTON PUBLIC WORKS DEPARTMENT REQUEST FOR INFORMATION OR CONCURRENCE DATE: November 21, 1995 _ TO: Beverly Nelson Glode FROM: David Jennings (x-6205) CONTACT PERSON: David Jennings (x-6205) SUBJECT: Consultant Contract- High Avenue Stormwater Outfall Project Attached for your review, changes and/or comments are: • Copy of Issue Paper(I 1/15/95) on the High Avenue Stormwater Outfall Project • Copy of Engineering Consultant Agreement with AGRA Earth and Environmental for the project • Copy of City of Renton Insurance Form submitted by the consultant • Copy of Certificates of Insurance submitted by the consultant • Copy of Insurance Declaration page submitted by the consultant The purpose of this project is to repair an existing stormwater outfall that is contributing to landslides and property damage in the Renton Highlands. Background and purpose are further explained in the attached issue paper, submitted for your review. The Scope of Work is attached to the Contract as "Exhibit A". In my opinion this will be a moderate risk project. The standard liability coverage specified in the Consultant Contract is recommended. Please return to me by November 29 (or as soon as possible). Please call me at x-6205 if you have any questions or are in need of additional information. Thank you for your assistance. REVIEWER#1 CONCURRENCE Name Date H:95-972!!:DEJ CITY OF RENTON MEMORANDUM DATE: November 15, 1995 TO: Gregg Zimmerman FROM: Ron Olsen STAFF CONTACT: Ron Straka Dave Jennings (X-6205) �4r SUBJECT: HIGH AVENUE STORMWATER OUTFALL PROJECT ISSUE: The Surface Water Utility requests execution of an Engineering Consultant Agreement with AGRA Earth and Environmental for the High Avenue Stormwater Outfall Project. The contract will facilitate the engineering and design of improvements to an existing stormwater outfall that is badly in need of repair. The existing outfall is currently contributing to the rapid erosion of an unstable slope at the edge of the Renton Highlands. The project would be constructed in order to mitigate an existing erosion problem, and to minimize potential public safety and property damage problems that may result from continued use of the existing facility. The attached contract is in the amount of $6,099.84. Under this contract the consultant will undertake a geological investigations required to support the design of a project to fix the existing outfall. RECOMMENDATION: The Surface Water Utility recommends that the Administrator of the Planning/Building/Public Works Department execute the attached Engineering Consultant Agreement with AGRA Earth and Environmental for the High Avenue Stormwater Outfall Project in the amount of $6,099.82. The consultant contract cost is less than $10,000. This scope of work is not funded in the approved 1995 Surface Water Utility Capital Improvement Program Budget 421 Account. Funds to pay for this contract and related improvements would be obtained from funding left over from projects that were completed in 1995. Funds from these sources will be shifted into the 1996 421 Account Small Drainage Problems budget (WO #65015) through the 1995 carry-forward budget process. Expenditures for this project and related improvements will be recorded under WO #65240. AGRA Earth and Environmental is on the approved Utility System Division's Annual Consultant Roster. . r y Gregg Zimmerman 10 High Avenue Stormwater Outfall Project Page 2 BACKGROUND SUMMARY: Severe erosion has recently occurred in the vicinity of the High Avenue stormwater outfall. Water exiting the outfall has eroded clay and sandy soils beneath the outfall. This erosion is potentially causing instability in the surrounding slope, which may have led to a large slope failure which occurred adjacent to the outfall on August 16, 1995. The slope failure has caused the loss of private property and represents a potential public safety problem. The top edge of the slope surrounding the outfall has eaten back into the yard of the property at 525 High Avenue. The edge of the slope is oversteepened and, consequently, will be unstable until the slope eats back to a shallower angle. Until the slope stabilizes, people who approach the edge of the slope will be in danger. Additional discharges of stormwater from the outfall will likely contribute to additional slope failure and additional loss of yard area. Slope failures have occurred in the general area in the past (most recently in 1991) but never before in the immediate vicinity of the outfall. Reconstruction of the outfall is proposed because of the following factors: • Current surface water management best management practices do not advocate discharge of stormwater down steep or unstable slopes; • Significant additional private property will be lossed if erosion beneath the outfall continues; • Stormwater discharges beneath the outfall have eroded through a relatively tough till layer and are now cutting through sand. Sand will erode from beneath the outfall at a much higher rate than the till; and, • Efforts to simply repair the outfall will not be effective due to steep and unstable downslope conditions. Reconstruction of the outfall is proposed to include a tightline to the bottom of the slope (part of the Narco Property, now owned by the City). An alternatives analysis was performed to look at other options for conveying stormwater around the existing outfall location. No other feasible alternatives proved able to provide enhanced reliability at a lower cost. The Surface Water Utility recommends that the Administrator of the Planning/Building/Public Works Department execute the attached Engineering Consultant Agreement with AGRA Earth and Environmental for the High Avenue Stormwater Outfall Project in the amount of $6,099.82. The consultant contract cost is less than $10,000. This scope of work is not funded in the approved 1995 Surface Water Utility Capital Improvement Program Budget 421 Account. Funds to pay for this contract and related improvements would be obtained from funding left over from projects that were completed in 1995. Funds from these sources will be transferred to the 1996 421 Account Small Drainage Problems budget (WO #65015) through the 1995 carry-forward budget process. Expenditures for this project and related improvements will be recorded under WO #65240. AGRA Earth and Environmental is on the approved Utility System Division's Annual Consultant Roster. H:DOCS:95-974!!:DEJ CITY OF RENTON PUBLIC WORKS DEPARTMENT REQUEST FOR INFORMATION OR CONCURRENCE DATE: December 20, 1995 TO: Beverly Nelson Glode FROM: Ron Straka(X-5548) XA- CONTACT PERSON: SUBJECT: Consultant Contract- High Avenue Stormwater Outfall Project Attached for your review, changes and/or comments are copies of the following • Copy of the City of Renton Insurance Form submitted by the consultant • Copy of the Certificate of Insurance submitted by the consultant • Copy of Insurance Declaration pages submitted by the consultant • Copy of the Engineering Consultant Contract scope of work with Entranco Engineers, Inc. If you need additional insurance information, Please contact Peggy Stromme or Michell at Kibble& Prentice/Western(454-2455). , The purpose of this project is to repair an existing stormwater outfall that is contributing to a landslide problem and property damage in the 600 block of High Avenue on Renton Hill. The consultant scope of work basically includes the engineering design and preparation of construction plans and specifications for the project. In my opinion,the project will be a moderate risk project. The standard liability coverage specified in the Consultant Contract is recommended. We would like to have the consultant start work on the project by mid January, 1996. If you have any questions or need additional information please contact me. Thank you for your assistance. CONCURRENCE Name Date D:\rstraka\swucip\smalldpg\highave\riskmang.doc Attachments iDEC 13 ' 95 0 : 39 FR KPI -DELLEVUE PAGE . 003 09/27/95 06:36 FAX 206 235 2541 RENIMN Fib/F'R ....... CITY OF RENTON EWMAN RESOURCES& RISK MANAGEMENT DEPARTMENT INSURANCE INFORMATION FORM CONTRACTOWCONSULTANT: .RMM I IlS, PROJECT N U BLIL- ,_ 9 CONTACT: Cttt cam of Ittsur=mw indicates tie cavern a and limits :gamed itt'=sstsd? if m arpWn bdw.. Ta Yu D No it tb�C.�rdal ticrsaral liability ploy seem sn - W I M Docz{tt+=Form or Equh1knE7 A Ya O No (if no,attach it cagy of thz poli7 with mqmlw awalm choir W=lficd) CG oo43 Am=datmy rzdot ==L pmv i A O Yes j1 No CGL:00=21 AgVmpte provided ace a`pa pmjea basis(CW03)7' )m Yes O No AddWclW laatrai warding pm idrad7• X Ya L] No AU=%trnc an a pdm=y basis mad noa.cmmb d4 tasis76 . XP Yet O No R►alva of sit nupdoa Chit rpp]WW Yes O No S crbtcrm ca (crass Liib3lity)appl'W Ya n No Nctica of.C&=latiailoa-Rrnewal awed to 43 dap?• 1 Ya 0 No •To be Ao m on cr lIcaic of fa owtm A.Not rsgtdpsd if=Occurmn r farm fs 1990 or earfler. may also bs ammed Ywder CoRtrad_ BESTS RATING FOR CARRMX* CGL:, .t Auto sy UtabA' Ftafassianai._ 1lhis:Qmvloaazire is inu d as a=ma of iaForaL dm 'his qucatia=tlm is m an inanu=polity and dam rot.amend. extend cr alto the awcmga 2 tdad by t m poiieim indk*W an the stodted C MTiPICA= Or WSvruNC& 'Me CtTY OF R an"ON. at its aptiert, clmn abwn CMAM.ef the polide[an&w tpwWx dcclan ioa pagm FROM awarded bidder print to eacision of eetttraet. KibbI2 Prentice -- PpZgy N= Strcmmc ASt Brol�r C=*ttdBr Chi or PidatNa=) °.O. .Box. 3467 Addra" CoatpEcmd ) Pelle TP. .WA 9PM2 206-454-2445 Now of perwn to eoatact Teltphom Number NOTL 1 TWSQUES7 0NN4IRE MUST HEC0k7L.E 'EUANDATTACXID TO CERNECATE OF DEC 13 ' 95 0: 37 FRO PI-BELLEUUE • PAGE . 002 - [e +u�t•�ut'�talii�`r.?1•�r t�r}Tr«'e�...,c«,h ;*... .d tyraa.. a� Ka q.v �,' td'A.:,Fiai.Y ._ �•'f.rn t+«t-.�,.<. 1,•e•�IC•�W m V i n u �6?un -C' M•"^'•�e' N..Y wY.'~i wi�e�.•eRi�t�� VPF `� �� �..�. �� .�s.� �:� T �,'�"°'° � '*' � ���r.: �:Y..�.',...:,: '����•'.�•' : : 11114 f 19 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER.OF INFORMATION Or4LY AND. CONFERS NO RIGHTS UPON THE. CERTIFICATE HOLDER Tests CERTIFICATE Ribble & Prentice/Western DOES NOT AMEND, MEND OR ALTER THE COVERAGE AFFORDED BY THE P.O. Box 3467 _.PouctEs BELGW. Believuey . WA 98009 COMPANIES AFFORDING COVERAGE (206) 4S4-2445 ..........................................................................:............................... LFrFER A Twin City Fire Ins. (Hartford) ....................................................................................................................................................................... B Hartford Casualty Ins. Co. H ENTRANCO .ENGINEERS INC 0OWANY C 300 Plaza' Center ........................................................................................................... LOTH . ........................................................... 10900 NE 8th . ca+P.r+Y D LETTM Bellevue, WA 98004 ... ......................................................................................................................................................... cOmPwY E LETTER KnrnnmMr%�naRa�-•<•.mror�w;tnnnr,Snnmt .u� �°� .«.a,h:o,'�. .. :t�tH.C.C....?.. .... .<esa THIS 13 TO CERTIFY TRAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLTCT PERIOD INDICATED, NOTWiPiSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED SY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. -OCCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED_ BY PAID CLAIMS. ......................................._..................................................................:............................. ........_........_..........- _ ............................... TYPE OF NSURAHCE POLICY Numom `.POLICY L'FFEC K .POLICY EZPRATION LBATS OR:;• DATE (MkDD/YT) DATE QAk9D0fM ......:...................•---......---...................................;..................................................................i,................................:.................................:. ................. ........................... ....................................... pL cie+eitAL LNFALlTY t3E1�3tA1 AQCpATE s 2,000,000 ......................................... ........... % COWARCW-CE AL LV9M 62 UUN JU 1o29 PROOUCtsCOwPAP AC30 '.i 1 ............. :......_..................----•-..... s ° ....... :.. .�° P 4/01/9 5 0 4/01/9 6_ s ADv.rwrir ;s 1 0 0 0 0 0.0 g-*60 ERS&-CO? l =ORS PROI rACK Ocawf 's 1 000 .000 ........................-..................... ..........I!..........._I........... .g: WA: Stop. Gap - °'w� �""I a,�n�'?.. 50,000 ....... ...... .......::................: .................i................. ....................................................._......... ..........._._.......................---- .......,..,... �atE :s tEn > s fir +);s S,0 0 0 :AUTO OSU UABISiY =COMBNED B SaOLE B;.g aNrajr0 bZ UUN JU 1mg = ' UMrr : 1,000,000 ............................................ .............,.................,.. ALL O►RCD AUFOS j0 4/01/9 5 Q 4/01/9 6 SODLY taw cum A1LJTpS €tPor yew i HIRED A UTM '(Per w d&c+6. i i WX4-M*ED NJ= GirEtAOELNBil.iTY ...._...................................... ................................... ... PROPERTY DAWQE .....:........n..............................................._.......c..................................................................:................................_ ............................ ........... .... E7mw LVBLfIY e ; Fi5C11 CM1171INCE is 5,000,000 B % L to r S2 XH U JS s5a32 30 4/01/9 5 0 4/01/9 6=AGGFEUTE �= ................................. 000,00 AM,,;.... OrHM THAN UMMELLA Rye_- _ _........_... ._..._.._....._.. .._._........................�.................................................................:................................ ..................._.._... WORlUiS CDtilPOlSAT)Ott i 5TATtl1Ofit L1Mr13 » AM .FX31-ACC.rDEM............_.......i......._............................. DoLDTSIS'LVOLM ..........................._ ............................... M D POU rY LNIT i 'D6FASE=CAQI EMRDYEEE S Ordm :..................................................................A........................................................,.........:................................ ................................_....................................................................................... Ol�CA>PTIDN OF OPfFSATY7Fl8A OCATONSAfD-C<kSSPECAL MEWS Res Project- Hi qh: Avenue-(Stormvrater outfall) The City of Renton, its elected or appointed officers, officials, employees & volunteers are included as Additional Insureds as respects their interests in' work Rerformed for them b Entranco Engineers `����� ��'�-.tis�J�^�r h��Cw"•''z�'."x's��ar�• �44eLk*�¢,b�'. • �(�} `,�}.a,�ad ., �,u}•`r'.=..fin', i. c c�;�.:P�' ' "�,b�.x�r, sa'w. �. uesu ...<.<� s: A1:Sil�:Y� .+'A?i�:.4;s�,twkj4 k°+c«.,,.,,,,ur.,?^;.9 •6stsc+s. . 0. .�1'L'�� fn'�a�"�s`.Aa'�ri�fsw�'d``..�".e-s+ra"t.•.<a,�•a��:::'�y>....-4�W.'.,'��''.•:..°'xGC"J.:,._ ,..w`^Y.�:�:a::n.'�' 's�la` ,. SHOULD ANY OF THE ABOYE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL MAJL 4-5 DAYS WW(EN NOTTCE TO THE CERTIFY-ATE HOLDER NAMED TO THE City of Renton Attn: D. Jennings LEFT. Surface water .Dtility 200 -Rill Ave. Be 4tb Fl. on Renton WA- •98055 DEC 13 195 8: 39 F KPI -BELLEUUE PAGE . 004 ziil R. G A + is I A .C:• 0•• M. i~F.�E _ _-�..A Yt.`.. L..i�. C R_ 8 Y t X T T .�•:• �:;.,:�: �:;.; .. T — 11 .E. t: 1RAT I P ICY NUMBER: 52 UUM ,JU1029 THIS COMMERCIAi. GENERAL 1_IA141LITY COVERAGE PART CONSISTS UFi ,• . _ . A. THI8 '.DECLA[iA*CIONS, Is. COMMERClfsl GENERAL. LIABILITY SCHE RULE, _ - C. .'.00PMKERCIAL GENERAL t_IABFL•ITY COVERAOE FORK AND -.t, ; •,'Y V.':ANy—.ENDaRSU.KL-'NTS IS8UCP TO DO' A PAR•[• OF THIS COVERAGE P6RT A" LISTED.- BELOW♦ _ :.`•:r•.'; . t 'I' .'M 1 -TS OF INS0RANC., E THE [:I't4ITS OF TN SURANC:E, SUBJECT TO ALL THE TERMS O THIS PGLICY THr1F APPLY,,. ARE; EACH. E1t.C[1[{RL=NCIi L I tK I'C 1,000,000 PEwom& AND ADVERTISING INJURY ClXfT s 1TOOc).7000 mmmr f_TKIT - ANY UNE t=I tt s .ivv.vvv j MEDICAL CX(`(:t4lr LIMIT - MY Oic mRscm a Lo,000 2000,000 .('oTt3E1•I THAN PRODUCTS- Cddh'OLET£o 6FE*RATIONS) PKCt)�ESC'E 5-{;t)PtE'E_i:1 E:1) OPE'RATIONS 1. T M I T f 2 s 0o(),000 AliVANCE PREMTUM; S 6y967.00 1 E-X E 'T IN..''[:HIS Ul.-C LARATION5, WHFU WE USE_ THE' WORD `DECLARATIONS` IN THIS-. -COVERAGE PART, WE MEAN rHIS ° 0EGLARATIONS• OR FHE *(;()Mt1UN POLICY F 0 N M N .E'1 m y I:" 1i S o 1= t; 0 V E_ R A ii F F U 1; M S A N V E. ,.N D 0 .R -3: E M E N T S T H A T A R E PART O F E• H I S MC7t010390 C600011093 010181.1093 CB22431.185 HC26061093 . E4C1210EI.flnT C;,1•'T.. :W �a>` L—sji�` _ma y•..i:'.:i•;F.:—'\.�- _..-<_..:• :'� .:.:�i ar.� -`AIL:—�:;,'".vu. '•_. >.s.7:' t-Cc:.-c. ... :�..F�l.•"•.•"•tii:'�:' -'1�,�•;r%[`k.. "2Ai" .. �-•.-_.. - r; •i;-`"'�£'�'•�''�':=._+".`i��:. _L2_� .. %`i]-'�'<Gl•1L:f[ uf'% fSli 'iA. tw1 '[]jC7 T:TQ-Y ZII L•tl` TaI- f lS � ^I1N :11YA 11M• •�._. .__ -c..4x=i:16}.i"..L:1✓isr:•R`vr7ei2::.'is�u:r'+• ..�.. DEC 13 ' 95 8: 40 FROKPI-BELLEUUE 0 PAGE . 005 EMPLOYER'S LIABILITY AND STOP GAP COVERAGE PART—DECLARATIONS POLICY NUMBER: 52 UUN JU1.029 This EMPLOYER'S LIABILITY AND STOP GAP COVERAGE PART consists of: A. This Declarations, B. Commercial General Liability Schedule, C. Employer's Liability and Stop Gap Coverage Fprm,and O. Any Endorsements issued to be a part of this Coverage Part and listed below. LIMITS OF INSURANCE The Limits of Insurance,subject to aft terms of this Policy,are: Bodily Injury by Accident $ 1.000.000• Each Accident Bodily Injury by Disease $ 2,000,000. Policy Limit Bodily Injury by OiSe3SA $ 1,000.000- Each Employee ADVANCE PREMIUM:3 INCL This Policy covers workplaces of the insured in the following states: WASH.INGTON All the provisions, conditions and other terms of this Coverage-Part shall apply only as specified herein.and none of the provisions. conditions and other terms of the Policy of which this Coverage Part forms a part shall apply to in- surance hereunder unless otherwise stated herein. Except in this Declarations. when we use the word "Declarations" in this Coverage Part. we mean this "Declara- tions"or.the"Common Policy Declarations". Form Numbers of Coverage Forms and Endorsements that are part of this Coverage Part: HCO0260292, HC70120292, HC12101185, 11CO1301192 Form HC 00 25 1185 Printed In U.S.A. DEC 13 ' 95 8: 40 F16 KPI-BELLEVUE PAGE . 006 !i tJ Y N E T U C f) V I:: R A 6 1" 1= t) f. tf P C i_ A K R f (CONT I NUETt) POLICY 14UMFiI_R,' 52 (AR4 Jl_1 I()Z1? I t' E: i'i 'T W CJ - S f; 1•1 f_ f) U L L 1.1 I= t: (3 V F R t) G C 0 A A! tt C U V E R L D O9 I 1 ti 13 • IATti 111L.7t;Y FIRWIPPS 001. 1' THW3{ i't)4'1:ti(1(=iI_�.i WiI{ Iil:: (1 (:1461" 3E T.S SHCJWN IN. 11IE•: P fiEi'4If. M COLUP'#N OLL"3_"EIW, EPW;1-1 OF fHE.534_ GOVF:RAUES WILL 41PPLY UNLY T(1 THOSE WTOS° SI•IC1WN AS CUVi:k1_IE ' fi(J"1'f7S. ' °RU7E3f;` (if�E` Stt(71<1N fly tX3l�f 111 11 4MFi'0S!— FOR A 1'',A#"iTICULAR COVERofJ_ VY THE ENTRY OF ONE OR MORE Ur- .tHE:. f{tl RFt n113 SL ;11 ON. fFH BE8 AU11 C1VCiACiSY111iB L.S. FROM : E I�E1- # t.)RH -NEXT #'Q THE t )ME OF T6IF_ COVERA13E, 1'HIS INSURANCE IS suBJEct •1'U AL1_ 01.�' 7 E-;f;' TERMS OF !HE. POLICY 1 NA (' AEfi'l.Y COVERED LIMIT •- THE. IfE (ST WE WILL PAY E:.S{Im(YrEn AUTOS FOR ANY UNC ACCIDENT OR LOSS miEriIIRS LI;fi.BILJ: r,Y c)1 S 17000,t)UU T::r'►f:i-1 C PEN T" $ 11,' /.6.00 AU. t9. ifE I3 CE:Id_ 02 SEE tiCNFUULE HRUA f.2 FOR S. 1, 104.•UU 1'A'f iE 1`f.l MEDICAL PAYMENTS LIM.I-1 S ONIN13010JI M 01 E)IN'lS f S 92 STATE. Pt"L S 1.24.00 t 1,UOt),t)9t) twPC(l 'rt.;t:ILtE� T* INCt.E-41I NSURLLI 02 STATE • : MiE)'I"E)i: f;'13 C IdNI::#� idlJ"1' INGLARi{,;i:t IN AZ i 3Si2.UU UNINciUfkr=.0 F4(1 i't)1iI:i 1'�i 19000000 EACH 'r1CC;.{Itt �I.T" <10VI F�rniit_) bin oo EPlui(. 'i�t:t�IT►#=At1"" Cf)I'II"1ii:itf."1+ISIV1 ()7 RC'Ci1AL.. CA:�H VPrLM V-PS1 OF 1,0'16.00 i:�OtlEfrtl(iF_ E<E=1'tl I12, t tl� am: `n-A rF,.v �l1'if31}I`f r Si-1t;1fd14 134 1,T1=:14 THREE, WHICHEVER I:i SMALLEST.? MINUS ANY i1E)'ttJt� 1 T K.E 1 liOWN 7.1i I`i'a:.M I•H(ii:E FOR UW_ COVE "AU i 0. [:i1t_L-•I1JON ��� hC: T()A1. (:r5 :i j �'(zC.tJL., t�i")�:'i f)t: ;'_V 4601.Gt� r:E1Vlf�Elt.iE:. Rf-"FAIR, OR t'1•iE STATED AMOUNT ;.il'IE1WN IN I T1:14 T14RL:1,=, WH i C{ T'S SMAi_1_t SV? MINUS ANY 1)1:Til1E:'('IT.<1-F" SHOWNINI.TI: JHRE:E FOR' EACH COVERED ,Au'ro. I DEC 13 ' 95 8: 41 FROOPI-BELLEUUE . PRGE - 007 FORM. 1-1600020692 >f !! S X N 1... :i S A U T 0 t: t} V E R A G E F () R M I.+ E. (A R (C�3M T I NUEit) P01,J.GY N014RER'# 52 MJN .)L.ti.02y L t' E H 1- W 0 - S C H E .0 U i_ E O F C 0 V E: R A G E. S A N D r, !J V t_ (: I I. h 0 T E1 (CON'J"7+,1 11) f:Ml:+t1f't5ilri'IF.Iil', f'f;E:f'SIkJM (wl' 1NCE_tfUED TN AVOVE COVE-fm(ic. PREMIUMS)) F()RM f Z'f L.t= E67 I MATED NUMBER PREMIUM MA5'116079,4 COMME CIAL AU MA OBILf s 1541,oo (:•OBJECI TO AN ANNUAL 14INIMIJM PREMIUM OF 5 50.00) f:S'f 111A'FFr+ '(O'E'FiL PREKIUi1 1E3,l�2�..UCy !_SJU,T 0 .'..T:HSlJRiAN '1:. OF 't'HI_ PHY";1CAL PAMAOL COVERAGE SECTION Of" THL f.<lJ;i1 AlF:�:S Am-(] i;t1'.lF:selor, F'f.IR1'( Ts) cl-Ir'rNtxm 'I'0: fill:: flij:;I.. •!d(� WILL PAY FOR* `"(..(J:;;;' Ili ANY ONE "A(;l;IJ U4"f'° IS THE ;3MrfiLL . 1 1Tf=i . . ! ; .. THE tl(:TUAL Gn�SH VALUE Or THE nlMf tjED OR STOLEN t'KOf'E'_RTY AS OF THU. TIME ME 131= "(HL ''E..OfiEi r Ufi 2 .. i'14. COST Ut= R1.=F'ArEilN{i tZh Rk:f'i_A(:XNC mF I+FImf!€ikT! CJft .t3Tt)L.L14 t=f;Ul EJi'E Y ITT (3['t-IER PROPS-RTY OF -LIKE KIND AND UtJAL.ITY;. OR :,.. 1.14E !.i'f'H'I'ET+ AMOUNT ;iHUWN IN 'flit I)t:C:i.l'Reil"Ii)1t�: EXHIBIT A SCOPE OF WORK HIGH AVENUE STORMWATER OUTFALL PROJECT I. INTRODUCTION This project is to reconstruct the existing stormwater outfall at the north end of High Street using a High Density Polyethylene (HDPE) pipe tightlined to the bottom of the slope. The work will consist of three tasks, and is authorized by the signing of this Agreement. Task 1 - Survey Task 2 - Plans, Specifications, and Estimate (PS&E) Task 3 - Construction Observation II. DESIGN CRITERIA The City will designate the basic premises and criteria for the design. Plans, to the extent feasible, shall be developed in accordance with the latest edition and amendments as of the date of signing of this Agreement, of the following documents. Changes in any design standards or requirements after work has begun may result in Extra Work. Note: all measurements will be in English units. 1. Washington State Department of Transportation/American Public Works Association (WSDOT/ APWA), Standard Specifications for Road, Bridge, and Municipal Construction (M41-10), 1994 edition (including the Division 1 APWA Supplement), as amended. 2. City of Renton Transportation Standard Specifications. 3. King County Surface Water Design Manual (1992). III. DETAILED SCOPE OF WORK A. Survey 1. Perform research at King County Engineer's, Assessor's, and Recorder's offices necessary to obtain right-of-way and existing property line information. 2. Perform field survey for horizontal and vertical control of mapping from City of Renton monument#418 through#415 and if possible to#1882 or#1972. Control survey through the project limits will also locate: section subdivision corners, Plat monumentation, existing R/W and centerline monuments, sufficient to establish approximate (t one foot) property lines and rights-of-way where such exist. 3. Conduct an EDMI/Data Collector topographic survey of the improvements in the north 200 feet of High Street and the final 50 feet of the proposed alignment, locating utilities, pavement limits, grade breaks, and landscape features within 25 feet of the centerline. 4. Conduct a `Trig" level profile survey of the proposed pipeline alignment stakes set by Consultant and City of Renton Drainage engineers. 5. Calculate approximate property lines, rights-of-way and easements for two properties based upon Title Reports (to be acquired by Consultant). 6. Transfer field data to AutoCAD system and prepare base sheets. 7. Prepare AutoCAD base map detailing the proposed alignment, adjacent approximate rights- of-way, existing ground profile, approximate property lines, and topographic features surveyed. Assumptions: a. Survey and mapping will be on City of Renton provided coordinate system. b. Bench Marks will be City of Renton provided Datum. 06\oont951hi9have(9 t-27.95)1 gj 1 of 3 c. Approximate property lines, easements, and right-of-way lines (plus or minus one foot) can be calculated from City of Renton supplied Survey data, Assessor's maps, and title reports without performing a full section subdivision survey. B. Plans, Contract Provisions,and Estimate(PS&E) Design reconstruction of the High Avenue stormwater outfall using HDPE pipe tightlined to the bottom of the slope, including details for installation, anchoring, slip joints, and outfall construction. Design will be based on information and recommendations provided by AGRA's Geotechnical Report. Procedures will comply with requirements in the 1992 King County Surface Water Design Manual as adopted by the City of Renton. 1. Plans a. Prepare plans with such provisions and in such detail as to permit convenient layout in the field for construction and other purposes. The plans will be prepared in City's format to the level of competency presently maintained by practicing professionals in the field of civil engineering in the Puget Sound Region. b. The plan set will include a cover sheet, one site plan and profile sheet which includes erosion control features (scale 1"=50'), and up to two detail sheets (up to four sheets total). c. Prepare plans in ink or equivalent on 34"x 22" mylar sheets. d. The scales to be used, the lettering, and general delineation of the plans will be such as will provide legible reproduction when the plans are reduced to one-fourth of their original size (50 percent reduction). 2. Engineer's Estimate Prepare estimate of construction costs based on quantities of materials. Any cost estimate provided by Consultant will be on a basis of experience and judgment, but since it has no control over market conditions of bidding procedures, Consultant cannot warrant that bids or ultimate construction costs will not vary from these cost estimates. 3. Contract Provisions Prepare Special Provisions for items of work not covered by the City's Transportation Standard Specifications, or the 1994 APWA/WSDOT Standard Specifications. Compile Contract Provisions using general conditions and bid documents provided by City. 4. Review Process Submit 30 percent plans and Engineer's Estimate to City for review. Meet once with City to go over comments and issues. Submit 98 percent plans, Engineer's Estimate, and Contract Provisions which incorporate these review comments. Meet once with City to go over comments. Prepare final PS&E which incorporates these comments. C. Construction Observation 1. Participate in project meetings. 2. Respond to requests for information (RFls) and plan interpretation. 3. Make up to 10 site visits to observe the construction work in progress, including the placement of materials. 4. Document visits in the form of field notes. Consultant will endeavor to protect all parties against defects and deficiencies in the work of the Contractor(s), but cannot guarantee the Contractors' performance and shall not be responsible for Wcont951highave(11-27.95)/gj 2 of 3 construction means, methods, techniques, sequences of procedures, or for safety precautions and programs in connection with the work performed by the construction contractor(s) and any subcontractors. IV. DOCUMENTS TO BE FURNISHED BY CONSULTANT The following documents, exhibits or other presentations for the work covered by this Agreement shall be furnished by Consultant to City upon completion of the various phases of the work. Whether the documents are submitted in electronic media or in tangible format, any use of the materials on another project or on extensions of this project beyond the use for which they were intended, or any modification of the materials or conversion of the materials to an alternate system or format shall be without liability or legal exposure to Consultant; City shall assume all risks associated with such use, modifications, or conversions. Consultant may remove from the electronic materials delivered to City all references to Consultant's involvement andwill retain a tangible copy of the materials delivered to City which shall govern the interpretation of the materials and the information recorded. Electronic files are considered working files only—Consultant is not required to maintain electronic files beyond 90 days after project final billing, and makes no warranty as to the viability of electronic files beyond 90 days from date of transmittal. 1. One copy 30 percent Plans and Engineer's Estimate. 2. One copy 98 percent Plans, Engineers Estimate, and Special Provisions. 3. One camera-ready copy final Plans(at 22" x 34"), Engineer's Estimate, and Contract Provisions. 4. Interim copies of plan set, plotted at 11"x 17",for City's use in permit applications, as requested. 5. One copy of design calculations, as requested. V. ITEMS AND SERVICES TO BE FURNISHED BY THE CITY City will provide the following items and services to Consultant that will facilitate the preparation of the plans and studies within the limits of the project. Consultant is entitled to rely on the accuracy and completeness of the data furnished by others, including but not limited to, survey and traffic data. 1. Any available record drawings and information on the current project and on public works and/or private projects in the immediate vicinity. 2. Two (2) copies each of the draft and final geotechnical report to be prepared by AGRA Earth & environmental, Inc. 3. Timely reviews of all work at mutually agreed upon times and consolidation of all review comments onto one review set prior to return to the Consultant. 4. Rights-of-entry upon all lands necessary for the performance of the work. 5. Payment of all review and/or permit fees. 6. Easement negotiation and acquisition. 7. Payment of costs associated with advertisement for bids. 8. Electronic copy of standard details in AutoCAD, Version 12. 9. Reproduction of final bid documents. - 10. City will provide Consultant with five copies of final bid documents. VI. TRAFFIC CONTROL PLAN In reference to Article XIII of the Agreement, the Traffic Control Plan to be implemented when survey crews are working in the traveled roadway is attached as Exhibit D. The City will provide signs required by the plan. The Consultant will wear high visibility orange vests when conducting any kind of work within the traveled roadway. The Traffic Control Plan only applies to survey work. The Consultant will prepare and submit the forms in Exhibit D, and notify the City Project Manager at least 48 hours prior to conducting work in City right-of-way. Wcon195khighave(11-27-95(1 gj 3 of 3 EXHIBIT B-2 -Time of Schedule Completion December I January February March April May June Jul ID HIGH AVENUE STORMWATER OUTFALL Duration 2613 11011712413117 1141211281 4 11111812bl 3 1101171241311711412112815 12 19 26 2 9 11612313017 114 1 TASK 1 15d 3 TASK 2 - PS&E 67d 4 Preparation of 30% plans 21d 5 City Review of 30% Submittal 7d 6 Preparation of 98% plans 21d i 7 Draft Engineer's Estimate 3d 8 Draft Contract Documents 3d 9 City Review of 98% Submittal 7d 10 Final Plans 5d ® i 11 Final Engineer's Estimate 3d I ■ 1.2 Final Contract Provisions 3d 13 TASK 3 21d I 14 Construction Observation 21d i 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 i 31 32 33 Project:Gypsy Subbasin Critical Progress Summary Date:1 1/10/96 Noncritical Milestone Rolled Up � EXHIBIT C COST ESTIMATE (To be filled in per tasks to be completed for Scope of Work) TASK COST 1. Field Survey $8,262.56 2. Plans, Design, and Specifications $21,349.83 3. Construction Observation $3,583.83 4. Project Management $3,313.54 4. QA/AC $1,056.61 TOTAL 37,566.36 11/95-928.DOGbh 12 EXHIBIT C-2 COST ESTIMATE Project Name: High Avenue Stormwater Outfall Project Prepared by: bwj Phase Name: Date: 11/6/95 Project/Promo#: P95005F Checked by: Phase No.: 6 Date: TOTALS (1) (5) (10) (15) (20) 1 (25) (35) (95) (51) (50) (75) (80) (85,87) (40) WORK HOURS/ Principal P.M. Proj.Engr/Sc Des.Engr/Sc Staff Engr/Sci Engr/Sci Tech Edit Word Proc. Sr.CADD DD/Graphi Sury Mgr Sury Off. Field Surveyo Tech.Sprt. CODE DOLLARS $45.00 $24.77 $22.00 $20.00 $19.00 1$19.00 $21.10 $15.50 $19.50 $16.70 $33.00 $21.90 $17.60 $17.92 Taskt Field Survey 140 4 16 8 32 80 $2,783.88 $0.00 $99.08 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $312.00 $0.00 $264.00 $700.80 $1,408.00 $0.00 Task2 Preparation of 30%plans 76 12 32 32 $1,625.24 $0.00 $297.24 $704.00 $0.00 $0.00 $0.00 $0.00 $0.00 $624.00 $0.00 $0.00 $0.00 $0.00 $0.00 Preparation of 98%Plans 76 12 32 32 $1,625.241 $0.00 1 $297.24 $704.00 1 $0.00 $0.00 $0.00 1 $0.00 $0.00 $624.00 $0.00 1 $0.00 $0.00 1 $0.00 $0.00 Draft engineers estimate 12 12 $297.24 $0.00 $297.24 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Draft contract documents 56 32 16 8 $1,254.24 $0.00 $792.64 $0.00 $0.00 $0.00 $0.00 $337.60 $124.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Final Plans 32 8 24 $666.16 $0.00 $198.16 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $468.00 $0.00 $0.00 $0.00 $0.00 $0.00 Final engineers estimate 8 8 $198.16 $0.00 $198.16 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Final Contract Provisions 40 16 16 8 $857.92 $0.00 $396.32 $0.00 $0.00 $0.00 $0.00 $337.60 $124.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Task3 Construction Observation 48 48 $1,188.96 $0.00 $1,188.96 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 1 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 $0.00 1 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 1 $0.00 $0.00 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 950 Project Administration 48 32 16 $1,079.36 $0.00 $792.64 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $286.72 951 Quality Assurance/Checking 12 4 8 $356.00 $180.00 $0.00 $176.00 $0.00 1 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 1 $0.00 $0.00 $0.00 TOTALS 548 4 $4,5 184 72 0 0 0 32 16 104 0 8 32 80 IWT $1$11,932.40 80.00 57.68 $1,584.00 $0.00 $0.00 $0.00 $675.20 $248.00 $2,028.00 $0.00 $264.00 $700.80 $1,408.00 $286.72 OUTSIDE REIMBURSABLES INTERNAL RATE PAY ITEMS Direct Salary $11,932.40 Subconsultants 0 Plan Copying( 1.00/sheet) 16.00 Overhead @ 165% $19.688.46 1)"Enter Name" $0 Plotting $40.00 Subtotal $31,620.86 2)"Enter Name" $0 Copying($0.10/page) $20.00 3)"Enter Name" $0 Computer(CADD) ($15.00/ $1.560.00 Fee @ 12% $3,794.50 Reproduction $100 Mileage($0.30/mile) $50.00 Outside Reimbursables $385.00 Postage/Delivery $50 Word Proc. ($5.00/hour) $80.00 Internal Rate Pay Items $1,766.00 Mileage/pers.vehicle $100 Other $0.00 GRAND TOTAL= 37,566.36 Supplies $50 Total= 1,766.00 Travel/Per Diem $0 Other $50 Markup for Reimb.= 10% $35.00 Total= $385.00 Rotes as of 4/95 0 Abo0ervk0e s esnmote cprr Awl estimate Printed:11/8/95 - rev.10/95 COST PLUS NET FEE DETERMINATION DIRECT SALARY COST: Hourly Rates of Pay Personnel Principal Engineer (See Exhibit C-2) Chief Engineer Engineer Hourly rates are times the Direct Salary Cost. Surveyor Surveyor Planner Bookkeeper Executive Secretary CADD Operator/Drafter Clerical Net Fee 12 % of direct salary cost plus overhead DIRECT NON-SALARY COST: (See Exhibit C-2, Schedule of Compensation) Travel and Per Diem Cars at$ /mile Per Diem Office and Equipment Computer$ /hour Reproduction Expenses @ $ /copy ..............................................................$ Communications ......................................................................................................$Included in fee 11/95-928.DOGbh 13 EXHIBIT C(cont.) SUMMARY OF FEE FOR ENGINEERING SERVICES BREAKDOWN OF OVERHEAD COST (See Exhibit C-3, Overhead Costs) ProfitSharing........................................................................................................... % FICA......................................................................................................................... % Unemployment Compensation................................................................................. % Medical Aid and Industrial Insurance...................................................................... % Company Insurance and Medical............................................................................. % Vacation, Holiday and Sick Leave........................................................................... % State B &O Tax &Other Business Tax........................... ...................................... % Insurance.................................................................................................................. % Administration and Time Unassignable................................................................... % Printing, Stationery and Supplies............................................................................. % TravelNot Assignable............................................................................................. % Telephone and Telegraph Not Assignable............................................................... % Fees,Dues,Professional Meetings.......................................................................... % Utilities and Maintenance........................................................................................ % Rent........................................................................................................................ % RentalEquipment..................................................................................................... % Office Miscellaneous, Postage................................................................................. % ProfessionalServices............................................................................................... % TOTAL % SUMMARY OF COSTS Project No. Name of Project: High Avenue Stormwater Outfall DirectSalary Cost.........................................................................................................................$11,932.40 Overhead Cost(including payroll additives..................................................................................... 165 % $19,688.46 Sub-Total $31,620.86 NetFee......................................................................................................... 12 % $ 3,794.50 Direct Non-Salary Costs: a. Travel and per diem..................................................$ 160.00 b. Reproduction expenses..............................................$ 186.00 c. Computer expense.....................................................$ 1640.00 d. Supplies.....................................................................$ 110.00 e. Courier.......................................................................$ 0.00 f. Postage......................................................................$ 55.00 Total $2,151.00 GRAND TOTAL $37,566.36 11/95-928.DOGbh 14 E N T R A N C O EXHIBIT C-3 BREAKDOWN OF OVERHEAD COST Fringe Benefits Percent FICA..............................................................:............................................................ 11.86 Unemployment Compensation.................................................................................... 1.82 Medical Aid and Industrial Insurance........................................................................... 0.80 EmployeeRetirement................................................................................................. 4.70 Employee Bonuses& Incentives................................................................................. 12.20 Vacation, Holiday and Sick Leave............................................................................... 9,52 Total Fringe Benefits..................... 40.90% General Overhead State Sales, B &O, and Property Tax......................................................................... 4.40 Insurance ................................................................................................................... 11.17 Administration and Time Unassignable....................................................................... 61.13 Printing, Stationery and Supplies................................................................................ 4.14 Professional Services................................................................................................. 6.45 TravelNot Assignable................................................................................................. 4.13 Communication Not Assignable.................................................................................. 2.62 Fees, Dues, Professional Meetings............................................................................. 2.80 Utilitiesand Maintenance............................................................................................ 5.70 Rent........................................................................................................................... 14.80 Office Miscellaneous .................................................................................................. 2.22 4.54 Depreciation............................................................................................................... Total General Overhead................ 124.10% GRAND TOTAL.............................. 165.00% Note: The following accounts were deleted from this overhead rate: Bad Debts, Interest, Officer's Life Insurance, Officers' Medical, Contributions, and Entertainment. EXHIBIT D- 1 CITY OF RENTON TRANSPORTATION SYSTEMS-TRAFFIC OPERATIONS TRAFFIC CONTROL PLAN CONSTRUCTION COMPANY: APPL. DATE: ADDRESS: PHONE /j: CONSTRUCTION SUPERINTENDENT: CONSTRUCTION LOCATION: APPROVED BY: WORK TIME: APPROVAL DATE: WORK DATE: NOTES: 1) CALL 911. FIRE & POLICE DEPARTMENTS BEFORE ANY CLOSURE. 2) THIS PLAN MUST BE SUBMITTED 1-2 DAYS PRIOR TO WORK. COMMENTS: SKETCH NORTH I I have been informed of my responsibilities for traffic control, OFFICE COPY T- i and agree to comply with City policy dated CONTRACTOR INSPECTOR NEIL WATTS JOE PEACH SIGNATURE: DATE: POLICE FIRE JIN. GRAY EXHIBIT D-2 CITY OF RENTON TRANSPORTATION SYSTEMS—TRAFFIC OPERATIONS TRAFFIC CONTROL PLAN GENERAL TRAFFIC CONTROL PLAN — SURVEYING SIREEI v SCHS�AQN�.NORTH WORK AREA Wsrxs a�+c S1lTH NOT-c. SIGN LOCATION SHALL BE IN ACCORDANCE WTH MANUAL ON UM(ORK T7kArr7C CONTROL. OCYICL; PART VI. CONSTRUCTION X WAINTENANCE. \ "I I S I REE I Figure 1 �.w�o=a.tv�cnzs� CITY OF RENTON ..al INCIDENT REPORT Date of Incident: V a' u Time: Location of Incident: 95-- G- P ' 'ter � 4b t C Was Police Dpt Called? WG Officer: ------ Police Case # Vehicle(s) involved (City Numbers): City Employee involved: Other Party: '' Name: / ' `r; J C Name: -'JL= S Department: �'w' Address: Supervisor: 1 •�-� �r�7 - ✓ �' 9 Phone: k C Z-Z�� ��-�' Phone: NATURE OF PERSONAL INJURY AND/OR PROPERTY DAMAGE: DETAILS (STATE FACTS) OF ACCIDENT/INCIDENT: (diagram on back) S't I o e v(!fit' (L . 0&,rr�*ZL VvlLf L N do C-'o (/€� ,�S e"A, V- =p rW I-✓ I F)4- r���r A-(- V/® i'►'►�i �1�2. to m ,, / `' /7 A-7,J F-A--LG- I tiIcEL� #� �c�T-47FO 7:/ ram✓ ��r i,�,,1) WITNESSES: (Name, Address, Phone Number) ESTIMATE OF COST OF REPAIR AND/OR REPLACEMENT: (attach estimates if available) DATE: SIGNATURE: SUPERVISOR'S SIGNATURE: Forward completed and signed incident report to Claims Coordinator/Finance Department (235- 2507), on the same or first working day following the incident. In the event you can't reach the Claims Coordinator, or the accident occurs after business hours, please call Giesy, Greer & Gunn at 527-1307. aVskmgmOncident.doc-4/'91 (FOR FINANCE USE ONLY:) CLAIM # SAMPLE DIAGRAM E " r Draw a diagram below to indicate what happened. Write in street e\rq names or numbers. Number each 71 1 vehicle involved and show direction of travel by arrows. 1 AR8 04 ST. N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DIAGRAM OF ACCIDENT CITY OF RENTON MAINTENANCE SERVICES DIVISION WORK REQUEST Request No . : W004485 Mgmt Unit: WW2 Request Date : 08/18/95 Time : 09 : 10A ----------------------------------__—___--------_------------------------------------- Name : CLINT MORRIS Source : 6 Address : 525 HIGH AV S Phone : H (206) 235-1851 W (206) — Ext RENTON , WA 98056 Updated : 08/21/95 ---------------------_____--_----__------_----_-------------------------------_--_---_ Problem/Need : BANK HAS SLID AWAY OWNER SAYS DUE TO WATER Status : FROM 12" CMP PIPE STICKING OUT OF BANK NOT SCHEDULED PLEASE CHECK ----__----___-----------------------------------__---------------------------------- Problem Addr : 525 S HIGH ST RENTON HILL _------------_------------------_-----__----_—_-------------------------------------- Comments : DISP 102 Taken By : RLS/KT ASSIGNED Prg : 53 Activity : 60193 Pri : 3 URGENT-1 WK WORK C/O : 71 Inspected By : STAN Due Date : 09/01 /95 Est. Labor Hours : 1 Follow--up : N More?( Req No) : CLOSE— Completion Date : / / Time : A P By : OUT Work : j� 'BUG G�" ci i9 �. Fn . pF S gin�,�r�ngF�l pN ` l � r � f i � , 4, '� i t_r -., f CITY&F RENTON ..LL Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator October 22, 1996 Clint and Shelly Morse 525 High AVE S Renton, WA 98056 SUBJECT: HIGH AVENUE SOUTH STORMWATER OUTFALL IMPROVEMENT PROJECT - CAG-96-097 Dear Mr. and Mrs. Morse: The City's contractor for the above-referenced project, RJC, Inc., has agreed to hire your landscape architect, Cerna Enterprise, to complete the landscape/property restoration and cedar picket fence bid items #14 & #15, as you have requested. I want to ensure that you agree to this arrangement and recognize that the work will not be completed by RJC, Inc. Your landscape architect will complete this work in accordance with a schedule that you and the landscape architect agrees to. To certify this agreement, please sign in the space below and return this letter. By signing this letter, the City will be able to approve the final pay estimate and accept the work completed by RJC, Inc. The project one year guarantee period will start following final acceptance of the project by the City Council. If you have any questions, please contact me at(206)277-5548. Sincerely, Ronald J. Straka, P.E., Utility Engineering Supervisor Surface Water Utility We hereby agree to the above-described arrangement for the completion of the landscape/ property restoration and cedar picket fence construction work to be completed as part of the High Avenue South Stormwater Outfallll Improvement Project. Signature: ( ' -7 "altSkt-"- Date: Clint Morse Signature: �/ Date: �b ' Z Z (� Shelly Mo H:DOCS:96-708:RJ S:ps CC: Ron Olsen Rick Krier,RJC,Inc. 200 Mill Avenue South - Renton, Washington 98055 0 This paper contains 50%recycled material,20%post consumer .► CITX*)F RENTON / J Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator August 21, 1996 Clint and Shelly Morse 525 High AVE S Renton, WA 98056 SUBJECT: HIGH AVENUE SOUTH STORMWATER OUTFALL IMPROVEMENT PROJECT Dear Mr. and Mrs. Morse: Enclosed for your records is a copy of the recorded Utilities Easement that you granted the City of Renton for the above-referenced project. Also enclosed for your information is a copy of the project construction contract document that shows and describes the work to be performed as part of the project. The construction contract bid opening was held on August 7, 1996. The City Council awarded the construction contract to the low bidder, RJC, Inc., on August 12, 1996. We are currently in the process of preparing and executing the construction contract and reviewing project material submittals from the contractor. A preconstruction conference will be held within the next two weeks. You will be notified of the date and time of the preconstruction conference so that you can attend the meeting, if you are interested. However, prior to the contractor starting construction, a coordination meeting with you,the contractor,the City Construction Inspector and myself will be held. Construction is tentatively scheduled to start in the second week of September, but you will be notified later as to the precise date the construction will start. Thank you for granting the City of Renton the Easement for the project. If you have any questions,please contact me at(206)277-5548. Sincerely, �rIA, DL— Ronald J. Straka, P.E., Utility Engineering Supervisor Surface Water Utility H:DOCS:96-544:RJS:ps CC: Ron Olsen 200 Mill Avenue South - Renton, Washington 98055 0 This paper contains 50%recycled material,20%post consumer w WHEN RECORDED RFIIJRN TO* L-�D„3�j" Od ro`Z Oboe of the City Clerk Rtw—Munkip4d&adiae UTILITIES EASEMENT Proiect Pik W6 Ave Storm Drain 200 Mill Avame Soulh Parcel Account#564030-W45 Renton,WAM55 Orzotac(a)Name Max RTSQ SW 17-23-5 ; Inimmotion and of Hilt Ave N of 8 THIS IKSTRUMLNT,,made this 10 day of N0411 19 by and between Clint Morse ar>td Shelly Mom husband and wife.hereinafter called"Grantor(s),"and the CITY OF RENTON,a Municipal Corporation of Ring County,Washington,hereinafter called"Grantee." That said Grantorts),for and in consideration of mutual benefits,do by these presents,grant,bargains, sell,convey,and warrants unto the said Grandee,its successors and assigns, an easement for public utilities(including water,wastewater, and surface water)with necessary appurtenances over,under,throto,across and upon the following described property (the right-of--way)in King County,Washington,more particularly described as follows: A strip of land 20.00 fry in width across the fallowing described Tract X,beginning at thttorthw� W corner of High Avenue South Right-of-Way; �-G 1 -04 Crn Thence northerly along the nortimly extentioi of the westerly Right-of-Way line of Hi a tbh M intersection with the northeasterly line of said Tract X; Thence southeaster) ale said line to an intersection with a line 20.00 feet easterly of lei Y A8 y '2 Vt with said westerly Right-of-Way line; % x Thence souther) y gh =�rn � y along said parallel line to an intersection with the northers Ri t-of--`�of x� N t-4 High Avenue; o-4 t � �. Thence westerly along said Right-of-Way line to the point of beginning. •-< t� Tnd?G Revised Lot 2 of City of Renton Lot Line Adjustment Na 009-92 ss recorded under King County Recording No"02269004. For the purpose of constructing,reconstructing,imstalling,repairing, replacing, enlarging,operating and maintaining utilities and utility pipelines, including,but nut limited to,water, sewer and storm drainage lines,together with the right t3 of ingress and egress thereto without prior institution of any suit or proceedings of law and without incurring any legal m obligation or liability therefor. Following the initial construction of its facilities, Grantee may from time to time construct such additional facilities as it may require. This easement is granted subject to the following terms and conditions: 1. The Grantee shall restore,upon completion of any work within the property covered by the easement,any improvements disturbed or destroyed during execution of the work,to the condition they were m immediately before commencement of the work or entry by the Grantee. Acceptance of such restoration shall be by joint agreement of the Grantor and the Grantee. 2. Grantor shall retain the right to use the surface of the easement as long as such use does not interfere arith the easement rights granted to the Grantee. Grantor shall not,however,bave the right to: a a. Erect or maintain any buildings or structures within the easement;or N b. Plant trees,shrubs or vegetation having deep root patterns which may cause damage to or interfere with the utilities to be placed within the easement by the Grantee;or c. Develop, landscape,or beautify the easement area in any wav which would unreasonably increase the costs to the Grantee of restating the easement area and any private improvements therein. Y. co DOCUAIEW FOILMA"ROVED BY Witics Easemcut CrrY ATMANeYaeFT.24.3M Shed t of 0 ckam✓pcoDmpoUewnW3DSCY.DOI./bh - 76 — QQ o-3 ER7Y MOW. U 4-T� O C ID 44 AL d. Dig,tunnel or perform other forms of construction activities on the property which would disturb the compaction or unearth Grantee's facilities on the right-of-way,or endanger the lateral support facilities. e. Blast within fifteen(15)feet of the right-of-way. 3. Grantee shall install temporary fencing around the area under construction during the construction and restoration process and cover open excavations prior to leaving the construction site in order to provide reasonable protection against curious children and adults who might otherwise venture into the construction arcs. This easement shall run with the land described herein,and shall be binding upon the parties,their heirs, successors in interest and assigns. Grantors covenant that they are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. Signatures of Grantors: Clint Morse Shelly McUe t ti v4 I"EVIDUAL rQRM OF AGKNOWLEDOMENT Cj STATE OF WASBINGTON } tt9 ) SS C) COUNTY OF KING ) I certify.that I know or have satisfactory evidence that Clint Morse and Shelly Morse are the persons who appeared before me, and acknowledged that they signed this instrument and acknowledged it to be their free and voluntary act for the uses and purposes mentioned in the instrument. Dated No�lic in and for the State --0 Of Washington residing at Notary(print): E`ENC_ My appointment expires: -" Utilities F,aaement Sheet Z af2 } Individual Fo m rfo,myy�oyaKmUe+mVlliII.rtY.pOC/bh �11�� � N, �-.� S S� • • • Q W".4-6 a�o. /�y yip—C�. t/o - —Cc d t�a tr lor,o,i,, a.uap Sy�u1Q () 11 Q o L, Lj hoo Ted `cam. cn.�col „� LLD a AAA CI{V C4 •o � �a^^a ,7 0 oC ..,� /���/u'oo� �a�2 7 S�o �-✓tQ ^'�v.o� �^'-p,��rl EJ o /r A c?s►.d o n o • k Y • I Y TOP / SLOPE J ' LANDSCAPE BARK AND PLANTINGS LANDSCAPE g. TIMBERS REFLECTOR A SIGNS t_ 12" CMP kA��- ik�'�t OUTFALL \ GRAVEL HIGH UNDERGROUND AVENUE � DRAINAGE PIPE SOUTH DRAINAGE f— _ �— CHANNEL — B-1 ASPHALT DRIVEWAY /SPRINKLER HEAD BRICK GRASS r Z L m �. 525 HIGH LEGEND AVENUE SOUTH B-1 BORING NUMBER AND TOP APPROXIMATE LOCATION OF SLOPE 0 20 40 DRAWING BASED ON CITY OF RENTON, DEPARTMENT OF PUBLIC WORKS SCALE IN FEET PLAN WTR 27-2028. FIGURE 2 W.O. 11-10496-01 HIGH AVENUE SOUTH OUTFALL RENTON, WASH NGTON L AG R A DESIGN CRT Earth &Environmental DRAWN JMR 11335 N.E. 122nd Way, Suite 100 DATE JAN 1996 SITE PLAN Kirkland, WA, U.S.A. 98034-6918 SCALE 1"-20' AGRA EARTH do ENVIRONMENTAL, INC. DRAWING NO. 11 10496 SITE.DWG WHEN RECORDED RETURN TO: Office of the City Clerk Renton Municipal Building UTILITIES EASEMENT Project File High Ave Storm Drain 200 Mill Avenue South Parcel Account#564050-0045 Renton,WA98055 Grantor(s)Name Morse RTSQ SW 17-23-5 Intersection end of Hipp Ave N of S 6th Street THIS INSTRUMENT,made this 10 day of 19 ?6 by and between Clint Morse and Shelly Morse, husband and wife,hereinafter called "Grantor(s)," and the CITY OF RENTON, a Municipal Corporation of King County,Washington,hereinafter called "Grantee." That said Grantor(s),for and in consideration of mutual benefits, do by these presents,grant,bargain, sell, convey, and warrants unto the said Grantee, its successors and assigns, an easement for public utilities (including water, wastewater, and surface water)with necessary appurtenances over,under,through,across and upon the following described property (the right-of-way)in King County,Washington,more particularly described as follows: A strip of land 20.00 feet in width across the following described Tract X,beginning at the northwest corner of High Avenue South Right-of-Way; Thence northerly along the northerly extention of the westerly Right-of-Way line of High Avenue to an intersection with the northeasterly line of said Tract X; Thence southeasterly along said line to an intersection with a line 20.00 feet easterly of and parallel with said westerly Right-of-Way line; Thence southerly along said parallel line to an intersection with the northerly Right-of-Way line of High Avenue; Thence westerly along said Right-of-Way line to the point of beginning. Tract X: Revised Lot 2 of City of Renton Lot Line Adjustment No.009-92 as recorded under King County Recording No 9202269004. For the purpose of constructing,reconstructing, installing, repairing,replacing, enlarging, operating and maintaining utilities and utility pipelines, including,but not limited to,water, sewer and storm drainage lines,together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law and without incurring any legal obligation or liability therefor. Following the initial construction of its facilities, Grantee may from time to time construct such additional facilities as it may require. This easement is granted subject to the following terms and conditions: 1. The Grantee shall restore,upon completion of any work within the property covered by the easement, any improvements disturbed or destroyed during execution of the work,to the condition they were in immediately before commencement of the work or entry by the Grantee. Acceptance of such restoration shall be by joint agreement of the Grantor and the Grantee. 2. Grantor shall retain the right to use the surface of the easement as long as such use does not interfere with the easement rights granted to the Grantee. Grantor shall not,however,have the right to: a. Erect or maintain any buildings or structures within the easement;or b. Plant trees, shrubs or vegetation having deep root patterns which may cause damage to or interfere with the utilities to be placed within the easement by the Grantee; or c. Develop, landscape, or beautify the easement area in any way which would unreasonably increase the costs to the Grantee of restoring the easement area and any private improvements therein. DOCUMENT FORM APPROVED BY Utilities Easement W AL CrrY ATTORNEY SEPT.24,1992 Sheet 1 of 2 ¢fo❑ns/propmgmtt smt/1-MLrrY.DOC/bh PROPERTY MGMT. d. Dig,tunnel or perform other forms of construction activities on the property which would disturb the compaction or unearth Grantee's facilities on the right-of-way,or endanger the lateral support facilities. e. Blast within fifteen(15)feet of the right-of-way. 3. Grantee shall install temporary fencing around the area under construction during the construction and restoration process and cover open excavations prior to leaving the construction site in order to provide reasonable protection against curious children and adults who might otherwise venture into the construction area. This easement shall run with the land described herein, and shall be binding upon the parties,their heirs, successors in interest and assigns. Grantors covenant that they are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. Signatures of Grantors: Clint Morse 5kxou Shelly Mcge INDIVIDUAL FORM OF ACKNOWLEDGMENT STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that Clint Morse and Shelly Morse are the persons who appeared before me, and acknowledged that they signed this instrument and acknowledged it to be their free and voluntary act for the uses and purposes mentioned in the instrument. Dated IeA Notary fublic in and for the State - �P of Washington residing at 7SS—I 7J ,22' Notary(print): Pc V My appointment expires: Utilities Easement Sheet 2 of 2 Individual Form c:ComWpropmgmVesmVIMLrCY.DOCtbh i r CITY OF RENTON " Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator April 19, 1996 Clint and Shelly Morse 525 High Avenue South Renton, WA 98056 SUBJECT: UTILITY EASEMENT FOR REPAIR OF THE HIGH AVENUE STORM DRAIN OUTFALL Dear Mr. and Mrs.Morse: Enclosed is the Utilities Easement which enables the City of Renton Planning/Building/Public Works Department to access the storm drain outfall located at the eastern edge of your property to complete the necessary reconstruction/repair work, and to permit continued operation and maintenance of the drain. The easement has been revised to incorporate language requested by your attorney, Moses Garcia. As you know, the City is in the process of designing the necessary modifications to the existing outfall to protect the steep hillside from erosion caused by stormwater runoff and prevent landslides from occurring in the future. We intend to complete the necessary repairs this summer. Please sign the easement, have it notarized, and then return it to Beth Schmoyer, the City's Project Manager at the Planning/Building/Public Works Department. After the easement is recorded with the City Clerk's office,we will send you a copy of the recorded documents. We appreciate your cooperation in this matter and will continue to work with you to ensure the necessary repairs are completed before the winter wet season. If you have any questions, please call Beth Schmoyer at(206)277-6205. Sincerely, ti Gregg Zimmerman, P.E.,Administrator Planning/Building/Public Works Department H:DOCS:96-256:13S:ps CC: Ron Straka 200 Mill Avenue South - Renton, Washington 98055 F CONCURRENCE _ DATE 2 i i R, NAME INITIAL/DATE b b April 16, 1996 Clint and Shelly Morse 525 High Avenue South Renton, WA 98056 SUBJECT: UTILITY EASEMENT FOR REPAIR OF THE HIGH AVENUE STORM DRAIN OUTFALL Dear Mr. and Mrs. Morse: Enclosed is the Utilities Easement which enables the City of Renton Planning/Building/Public Works Department to access the storm drain outfall located at the eastern edge of your property to complete the necessary reconstruction/repair work, and to permit continued operation and maintenance of the drain. The easement has been revised to incorporate language requested by your attorney, Moses Garcia. As you know, the Eity is in the process of designing the necessary modifications to the existing outfall to protect the steep hillside from erosion caused by stormwater runoff and prevent landslides from occurring in the future. We intend to complete the necessary repairs this summer. Please sign the easement, have it notarized, and then return it to Beth Schmoyer, the City's Project Manager at the Planning/Building/Public Works Department. After the easement is recorded with the City Ilerk's office, we will send you a copy of the recorded documents We appreciate your cooperation in this matter and will continue to work with you to ensure tp<t the necessary repairs are completed before the winter wet season. If you have any questions, please call Beth Schmoyer at 277-6205. Sincerely, Gregg Zimmerman, P.E.,Administrator Planning/Building/Public Works Department C:\HIGH\LETTERS\CM0R4-96.D0CBS h WHEN RECORDED RETURN TO: Office of the City Cleric Renton Municipal Building UTILITIES EASEMENT Project File Her Ave Storm Drain; 200 Mill Avenue South Parcel Account#564050-0045 Renton,WA98055 Grantor(s)Name Morse RTSQ SW 17-23-5 Intersection end of High Ave N of S 6th THIS INSTRUMENT,made this day of 19 by and between Clint Morse and Shelly Morse,husband and wife,hereinafter called"Grantor(s)," and the CITY OF RENTON,a Municipal Corporation of King County,Washington,hereinafter called"Grantee." That said Grantor(s),for and in consideration of mutual benefits,do by these presents,grant,bargain, sell,convey, and warrants unto the said Grantee,its successors and assigns,an easement for public utilities(including water,wastewater, and surface water)with necessary appurtenances over,under,through,across and upon the following described property (the right-of-way)in King County,Washington,more particularly described as follows: A strip of land 20.00 feet in width across the following described Tract X,beginning at the northwest corner of High Avenue South Right-of--Way; Thence northerly along the northerly extention of the westerly Right-of-Way line of High Avenue to an intersection with the northeasterly line of said Tract X; Thence southeasterly along said line to an intersection with a line 20.00 feet easterly of and parallel with said westerly Right-of-Way line; Thence southerly along said parallel line to an intersection with the northerly Right-of-Way line of High Avenue; Thence westerly along said Right-of-Way line to the point of beginning. Tract X: Revised Lot 2 of City of Renton Lot Line Adjustment No.009-92 as recorded under King County Recording No 9202269004. For the purpose of constructing,reconstructing,installing,repairing,replacing,enlarging, operating and maintaining utilities and utility pipelines,including,but not limited to,water,sewer and storm drainage lines,together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law and without incurring any legal obligation or liability therefor. Following the initial construction of its facilities,Grantee may from time to time construct such additional facilities as it may require. This easement is granted subject to the following terms and conditions: 1. The Grantee shall restore,upon completion of any work within the property covered by the easement,any improvements disturbed or destroyed during execution of the work,to the condition they were in immediately before commencement of the work or entry by the Grantee. Acceptance of such restoration shall be by joint agreement of the Grantor and the Grantee. 2. Grantor shall retain the right to use the surface of the easement as long as such use does not interfere with the easement rights granted to the Grantee. Grantor shall not,however,have the right to: a. Erect or maintain any buildings or structures within the easement; or b. Plant trees,shrubs or vegetation having deep root patterns which may cause damage to or interfere with the utilities to be placed within the easement by the Grantee;or c. Develop,landscape,or beautify the easement area in any way which would unreasonably increase the costs to the Grantee of restoring the easement area and any private improvements therein. DOCUMENT FORM APPROVED BY Utilities Easement INITIAL CrTY ATTORNEY SEPT.24,1992 Sheet 1 of 2 c:fommtwpmgmt/esmt'LMLfTY.DOC/bh PROPERTY MGMT. d. Dig,tunnel or perform other forms of construction activities on the property which would disturb the compaction or unearth Grantee's facilities on the right-of-way, or endanger the lateral support facilities. e. Blast within fifteen(15)feet of the right-of-way. 3. Grantee shall install temporary fencing around the area under construction during the construction and restoration process and cover open excavations prior to leaving the construction site in order to provide reasonable protection against curious children and adults who might otherwise venture into the construction area. This easement shall run with the land described herein, and shall be binding upon the parties,their heirs, successors in interest and assigns. Grantors covenant that they are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. Signatures of Grantors: Clint Morse Shelly Morse INDIVIDUAL FORM OF ACKNOWLEDGMENT STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that Clint Morse and Shelly Morse are the persons who appeared before me, and acknowledged that they signed this instrument and acknowledged it to be their free and voluntary act for the uses and purposes mentioned in the instrument. Dated Notary Public in and for the State of Washington residing at Notary(print): My appointment expires: Utilities Easement Sheet 2 of 2 Individual Forth e:Conns/propmgmUesm VUnLrrY.DOC/bh ♦ ♦ o Uttttt asement M N 20 ft 5640500045 7221400475 7221400476 5640500060 0 7221400480 000720 u --S t ll 7221400485 7221400486 7221400487 • 4 WHEN RECORDED RETURN TO: Office of the City Clerk Renton Municipal Building UTILITIES EASEMENT Uis-h Ave storm Drain _ 200 Mill Avenue South Renton,WA98055 Yam_ i THIS INSTRUMENT,made this day of by and between Clint Morse and Shelly Morse,husband and wife,hereinafl__ TY OF RENTON, a Municipal Corporation of King County,Washington,hereinafter called That said Grantor(s),for and in consideration of mutual benefits,do by these presents,grant,bargain, sell,convey, and warrants unto the said Grantee,its successors and assigns, an casement for public utilities (including water,wastewater, and surface water)with necessary appurtenances over,under,through,across and upon the following described property (the right-of-way)in King County,Washington,more particularly described as follows: A strip of land 20.00 feet in width across the following described Tract X,beginning at the northwest comer of High Avenue South Right-of--Way; Thence northerly along the northerly extcntion of the westerly Right-of-Way line of High Avenue to an intersection with the northeasterly line of said Tract X; Thence southeasterly along said line to an intersection with a line 20.00 feet easterly of and parallel with said westerly Right-of-Way line; Thence southerly along said parallel line to an intersection with the northerly Right-of-Way line of High Avenue; Thence westerly along said Right-of-Way line to the point of beginning. Tract X: Revised Lot 2 of City of Renton Lot Line Adjustment No.009-92 as recorded under King County Recording No 9202269004. For the purpose of constructing,reconstructing, installing,repairing,replacing, enlarging, operating and maintaining utilities and utility pipelines,including,but not limited to,water, sewer and storm drainage lines,together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law and without incurring any legal obligation or liability therefor. Following the initial construction of its facilities,Grantee may from time to time construct such additional facilities as it may require. This easement is granted subject to the following terms and conditions: 1. The Grantee shall restore,upon completion of any work within the property covered by the easement, any improvements disturbed or destroyed during execution of the work,to the condition they were in immediately before commencement of the work or entry by the Grantee. Acceptance of such restoration shall be by joint agreement of the Grantor and the Grantee. 2. Grantor shall retain the right to use the surface of the easement as long as such use does not interfere with the easement rights granted to the Grantee. Grantor shall not,however,have the right to: a. Erect or maintain any buildings or structures within the easement;or b. Plant trees, shrubs or vegetation having deep root patterns which may cause damage to or interfere with the utilities to be placed within the easement by the Grantee;or c. Develop, landscape,or beautify the easement area in any way which would unreasonably increase the costs to the Grantee of restoring the easement area and any private improvements therein. DOCUMENT FORM APPROVED BY Utilities Easement INITIAL CITY ATTORNEY SEPT.24,1992 Sheet 1 of 2 c:fomLVpropmgmttesmt/LMLITY.DOC/bh PROPERTY MGMT. WHEN RECORDED RETURN TO: Office of the City Cleric Renton Municipal Building UTILITIES EASEMENT Project File High Ave Storm Drain; 200 Mill Avenue South Parcel Account#564050-0045 ; Renton,WA 98055 Grantor(s)Name Morse RTSQ SW17-23-5 Intersection end of Hip_h Ave N of S 6th Street• THIS INSTRUMENT,made this day of 19 by and between Clint Morse and Shelly Morse,husband and wife,hereinafter called"Grantor(s)," and the CITY OF RENTON, a Municipal Corporation of King County,Washington,hereinafter called"Grantee." That said Grantor(s),for and in consideration of mutual benefits, do by these presents,grant,bargain, sell, convey, and warrants unto the said Grantee, its successors and assigns,an easement for public utilities(including water,wastewater, and surface water)with necessary appurtenances over,under,through,across and upon the following described property (the right-of-way)in King County,Washington,more particularly described as follows: A strip of land 20.00 feet in width across the following described Tract X,beginning at the northwest comer of High Avenue South Right-of-Way; Thence northerly along the northerly extention of the westerly Right-of-Way line of High Avenue to an intersection with the northeasterly line of said Tract X; Thence southeasterly along said line to an intersection with a line 20.00 feet easterly of and parallel with said westerly Right-of-Way line; Thence southerly along said parallel line to an intersection with the northerly Right-of-Way line of High Avenue; Thence westerly along said Right-of--Way line to the point of beginning. Tract X: Revised Lot 2 of City of Renton Lot Line Adjustment No.009-92 as recorded under King County Recording No 9202269004. For the purpose of constructing,reconstructing,installing, repairing,replacing, enlarging, operating and maintaining utilities and utility pipelines, including,but not limited to,water,sewer and storm drainage lines,together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law and without incurring any legal obligation or liability therefor. Following the initial construction of its facilities,Grantee may from time to time construct such additional facilities as it may require. This easement is granted subject to the following terms and conditions: 1. The Grantee shall restore,upon completion of any work within the property covered by the easement,any improvements disturbed or destroyed during execution of the work,to the condition they were in immediately before commencement of the work or entry by the Grantee. Acceptance of such restoration shall be by joint agreement of the Grantor and the Grantee. 2. Grantor shall retain the right to use the surface of the easement as long as such use does not interfere with the easement rights granted to the Grantee. Grantor shall not,however,have the right to: a. Erect or maintain any buildings or structures within the easement;or b. Plant trees, shrubs or vegetation having deep root patterns which may cause damage to or interfere with the utilities to be placed within the easement by the Grantee;or c. Develop, landscape,or beautify the easement area in any way which would unreasonably increase the costs to the Grantee of restoring the easement area and any private improvements therein. DOCUMENT FORM APPROVED BY Utilities Easement INITIAL CITY ATTORNEY SEPT.24,1992 Sheet 1 of 2 1 i c:.Conns/propmgmtlesmWITLTTY.DOC/bh PROPERTY MGMT. i d. Dig,tunnel or perform other forms of construction activities on the property which would disturb the compaction or unearth Grantee's facilities on the right-of-way,or endanger the lateral support facilities. e. Blast within fifteen(15)feet of the right-of-way. 3. Grantee shall install temporary fencing around the area under construction during the construction and restoration process and cover open excavations prior to leaving the construction site in order to provide reasonable protection against curious children and adults who might otherwise venture into the construction area. This easement shall run with the land described herein, and shall be binding upon the parties,their heirs, successors in interest and assigns. Grantors covenant that they are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. Signatures of Grantors: Clint Morse Shelly Morse INDIVIDUAL FORM OF ACKNOWLEDGMENT STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that Clint Morse and Shelly Morse are the persons who appeared before me, and acknowledged that they signed this instrument and acknowledged it to be their free and voluntary act for the uses and purposes mentioned in the instrument. Dated Notary Public in and for the State of Washington residing at Notary(print): My appointment expires: Utilities Easement Sheet 2 of 2 Individual Fort c:Corms/propmgmt/esmt/LMLrrY.DOC/bh r Y G n O� Utt' tt* ty N 20 ft 5640500045 7221400475 7221400476 5640500060 0 72214004BO 000720 7221400485 722140048677221400487 BOGLE&GATESP.L.L.C. A Professional Limited Liabilitv Company LAW OFFICES Two Union Square Anchorage 601 Union Street Bellevue Seattle, Washington 98101-2346 Olympia MOSES F. GARCIA Portland Main Office: (206) 682-5151 Tacoma Facsimile: (206) 621-2660 Vancouver, B.C. Direct Dial: (206) 621-1488 Washington, D.C. 9061E-00002 ,.. March 20, 1996 11 Mr. Lawrence J. Warren. Esq. Warren, Kellogg, Barber, Dean & Fontes, P.S . CITY OF ni_.NTO J P.O. Box 626 Engineering Depi. 100 South Second Street Renton, WA 98057 Re: High Avenue South Landslide Dear Mr. Warren: Thank you for meeting with Mr. Clint Morse and myself on March 11, 1996 to discuss the 1995 landslide on the City slope adjacent to the Morse' s property at 525 High Avenue South. As you suggested, we are writing to note our concerns with the December 14, 1995 geotechnical report, the City' s proposed reme is wo nd the form of the proposed Utilities Easement . �ho.,�► GEOTECHNI CAL REPORT d3oJs(- The geotechnical report does not discuss several significant issues . First, the report is unclear concerning the cause of the slide. We believe the soils investigators did not ex�}�.� —,' ''II *ti` evidence a<T=' =ble t0 them and the report 1�♦.1.�L111� 1A11 -h-- -AiiN is, consequently, vague concerning the cause of the 1995 slide. In particular, the soils investigators failed to address the significance of a major storm event immediately prior to the slide. Considering the volume of water the storm drain discharges, the slight overburden of top soil and occasional irrigation from the Morse' s adjacent property are unlikely to have been a significant contributor to the 1995 slide. The second major omission from the report is a failure to address the potential for renewed slide activity at this site and recommend remedial action to address that possibility. The 1995 slide has left a precipice only a few feet from the Morse' s property. If, or when, the undercut bluff area fails, portions of the Morse property will likely be damaged. The report fails + • • Lawrence J. Warren March 20, 1996 Page 2 to address a slide event at the top of the bluff and makes no recommendation regarding its prevention. PROPOSED REMEDIAL WORK The City proposes eliminating stormwater discharge onto the steep slope beside the Morsels property by repairing the current leaking storm drain and piping the runoff to the base of the bluff . Presumably, this will address the possibility of liquefaction below the current discharge point . We remain unclear, however, concerning the City' s proposal to protect the top of the slope. The 1995 slide seriously undermined the slope above the existing discharge point for the City' s storm drain. We are convinced that unless remedial action is taken, this upper slope will collapse into the ravine created by the City' s storm drain. When this collapse occurs, the slide will undoubtedly affect the Morsels property and their improvements . We request that the City take whatever action is necessary to protect the Morse property from likely future slide activity on the City' s property. , We also recommend long term perimeter protection for the precipice overlooking the storm drain. The drop-off is quite dramatic since the 1995 slide and we are concerned that someone could be hurt if they fall off the edge or if a slide occurs . The use of thorny plants and shrubs such as holly and/or roses would be the preferred technique for keeping neighbors and visitors away from the danger area. UTILITIES EASEMENT FORM As you suggested, we request that you revise paragraph No. 1 of the proposed Utilities Easement language to allow Mr. Morse to approve the post-construction restoration work. We suggest the following: J 1 . The Grantee shall restore, upon compietion of any work within the property covered by the easement, any improvements disturbed or destroyed during execution of the work, to the condition they were in immediately before commencement of the work or entry by the Grantee. Acceptance of such restoration shall be by joint agreement of the Grantor and the Grantee. We also request that a new paragraph be included in the easement to address safety and protection during the construction -� and restoration process . As we discussed, we are especially concerned about after-hours protection for curious children and adults who venture near the construction area and materials . BOGLE&GATES P.L.L.G. Lawrence J. Warren March 20, 1996 Page 3 We believe the issues noted above are necessary to successfully resolving this matter and readily achievable within the time frames that we discussed. We look forward to any revised documents and additional information that may be forwarded to us in order to address these issues . If you have any questions, please feel free to contact me directly. Very truly yours, BOGLE & GATES P.L.L.C. M s F. Garcia Enclosure (s) CC : Ronald J. Straka, P.E. (w/enc . ) Clint Morse (w/enc . ) C:\DOCS\RENTON.LTR BOGLE&GATES P.L.L.c. 4-'O -- : CITY OF RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator January 8, 1996 Mr. Clint Morris 525 High Avenue South Renton, Washington 98056 SUBJECT: HIGH AVENUE SOUTH LANDSLIDE Dear Mr. Morris: Enclosed for your review is a copy of the Preliminary Geotechnical Memorandum regarding the High Avenue South Landslide prepared by AGRA Earth & Environmental, Inc. for the City of Renton. As we indicated in our letter dated October 11, 1995, we are planning a project to reconstruct the stormwater outfall by replacing the existing outfall with a new storm system to convey stormwater runoff to the bottom of the slope. We would like to arrange for a meeting with you to discuss the scope of work associated with the storm system project. Our City Attorney will be attending this meeting, and you are welcome to invite your attorney also. We are interested in working with you to achieve a mutually acceptable solution to this problem. Please contact Ron Straka, Surface Water Utility Engineering Supervisor, at (206) 277-5548 to arrange for a time when we can meet with you to discuss the landslide and our approach to improve the stormwater'outfall. Sincerely, 'Zm Gregg Zierman, P.E., Administrator Planning/Building/Public Works Department H:DOCS:96-017:RJS:ps Enclosure CC: Larry Warren, City Attorney Ron Olsen, Utility Systems Director Ron Straka 200 Mill Avenue South - Renton, Washington 98055 CONCURRENCE DATE I NAME &III /DATI Z January 8, 1996 Mr. Clint Morris 525 High Avenue South Renton, Washington 98056 SUBJECT: HIGH AVENUE SOUTH LANDSLIDE Dear Mr. Morris: Enclosed for your review is a copy of the Preliminary Geotechnical Memorandum regarding the High Avenue South Landslide prepared by AGRA Earth & Environmental, Inc. for the City of Renton. As we indicated in our letter dated October 11, 1995, we are planning a project to reconstruct the stormwater outfall by replacing the existing outfall with a new storm system to convey stormwater runoff to the bottom of the slope. We would like to arrange for a meeting with you to discuss the scope of work associated with the storm system project. Our City Attorney will be attending this meeting, and you are welcome to invite your attorney also. We are interested in working with you to achieve a mutually acceptable solution to this problem. Please contact Ron Straka, Surface Water Utility Engineering Supervisor, at (206) 277-5548 to arrange for a time when we can meet with you to discuss the landslide and our approach to improve the stormwater outfall. Sincerely, Gregg Zimmerman, P.E., Administrator Planning/Building/Public Works Department H:DOCS:96-017:RJS:ps Enclosure CC: Larry Warren, City Attorney Ron Olsen, Utility Systems Director Ron Straka SURVEY Project File High Ave Storm Drain; Parcel Account#564050-0045 RIGHT-OF-ENTRY AGREEMENT Grantor(s)Name Morse ; RTSQ SW 17-23-5 Intersection end of High Ave N of S 6th Street THIS AGREEMENT made this i 5+ day ofL�rn , 19`�S by and between the City of Renton, King County, Washington, a municipal corporation, hereinafter termed "Grantee", and Clint Morse and Shelly Morse, husband and wife, hereinafter termed "Grantor(s)". That the said Grantor does by these presents grant unto the Grantee Right-of-Entry over the following described property with the right to place stakes, hubs, and monumentation, and perform other routine tasks normally associated with a boundary and/or topographic survey upon the following described property: Revised Lot 2 of City of Renton Lot Line Adjustment No.009-92 as recorded under King County Recording No 9202269004. That said Grantee shall have the right without prior institution of any suit or proceeding at law, at times as may be necessary, to enter upon said property for the purpose of collecting survey data without incurring any legal obligation or liability therefore; provided that such survey shall be accomplished using ordinary care to avoid unnecessary disturbance or damage to the property. In the event that there is disturbance or damage, the property will be restored to the same condition as it was before the property was entered upon by the Grantee. The Grantee is obligated to acknowledge in writing the termination of the agreement upon completion of the Survey work. Clint Morse 3�&, rz�A-.. Shelly Morstr E 1 APEX COMPUTER CLINT MORSE, President ► z hIti� Tu V--1 '-�uk so I � l 4500 150th Ave.N.E. •Redmond,WA 98052•Fax 206-883-4910•206-867-1900 4: �- CITY OF RENTON "g Planning/Building/Public Works`Department Earl Clymer,Mayor Gregg Zimmerman P.E.,Administrator October 11, 1995 Mr. Clint Morris 525 High Avenue South Renton, Washington 98056 Dear Mr. Morris: This letter is intended to inform you that the City of Renton Planning/Building/Public Works Department is planning a project to reconstruct the storm water outfall that extends from the High Avenue right-of way at the eastern edge of your property. The project will consist of replacing the existing storm outfall with a new storm system to convey storm water runoff to the bottom of the slope. Please note that a search of the City's records shows that the City holds no easement for the storm water pipe which crosses your property to the edge of the bluff. A construction easement will be required to allow the City to access, reconstruct, and maintain the pipe. Tom Boyns, the City's Property Services Supervisor, will be contacting you soon for this purpose. The City's geotechnical consultant has completed a draft report on the slide. The consultant is currently revising the report based on City comments. As we indicated in our previous correspondence to you, we would be happy to discuss the slide with you in the near future, including the results of the consultant's investigation. In the meantime, please let us know if you have any questions. Our Project Manager, David Jennings of the City's Surface Water Utility, is available for you to call at (206) 277-6205. Sincerely, X�Il /GLI*gX Gregg Zimmerman, P.E., Administrator Planning/Building/Public Works Department H:DOCS:95-865:DEJ:ps CC: Ron Olsen Jack Crumley Ron Straka David Jennings Tom Boyns 200 Mill Avenue South - Renton,Washington 98055 DATE I rvan�E -�� DIV l f October 10, 1995 —�- Mr. Clint Morris 525 High Avenue South Renton, Washington 98056 Dear Mr. Morris: This letter is intended to inform you that the City of Renton Planning/Building/Public Works Department is planning a project to reconstruct the storm water outfall that extends from the High Avenue right-of way at the eastern edge of your property. Please note that a search of the City's records shows that the City holds no easement for the storm water pipe which crosses your property to the edge of the bluff. A construction easement will be required to allow the City to access, reconstruct, and maintain the pipe. Tom Boyns, the City's Property Services Supervisor, will be contacting you soon for this purpose. The City's geotechnical consultant has c mpleted a draft report on the s Ide. The connssujtant is currently revising the repor�based on City comments. As indicated In Previous correspondence to you,-would be happy to discuss the slide with you in re, including the results of the consultant's investigation. In the meantime, please let us know if you have any questions,of-corncem . Our Project Manager, David Jennings of the City's Surface Water Utility, is available for you to call at 277-6205. Sincerely, Z Gregg Zimmerman, P.E., Administrator �1a ' r¢��a�� .�L-L C-.�Y Planning/Building/Public Works Department `�.'` � �-� E c✓ r "�•. sew. H:DO CS:95-865!!:DEJ:ps CC: Ron Olsen �r Jack Crumley Ron Straka QJ ' r David Jennings f` I NAME October 10, 1995 —� Mr. Clint Morris 525 High Avenue South Renton, Washington 98056 Dear Mr. Morris: This letter is intended to inform you that the City of Renton Planning/Building/Public Works Department is planning a project to reconstruct the storm water outfall that extends from the High Avenue right-of way at the eastern edge of your property.- Please note that a search of the City's records shows that the City holds no easement for the storm water pipe which crosses your property to the edge of the bluff. A construction easement will be required to allow the City to access, reconstruct, and maintain the pipe. Tom Boyns, the City's Property Services Supervisor, will be contacting you soon for this purpose. c}� The City's geotechnical consultant has completed a draft report on the s Ide. The consultant is currently revising the repo4 based on City comments. As indicated in previous correspondence to you,'T would be happy to discuss the slide with / you in e, including the results of the consultant's investigation. In the meantime, please let us know if you have any questions,,or-cortcerr . Our Project Manager, David Jennings of the City's Surface Water Utility, is available for ° you to call at 277-6205. Sincerely, Gregg Zimmerman, P.E., Administrator J Planning/Building/Public Works Department - �s �.� au�W -\t, H:DO CS:95-365!!:DEJ:ps to r CC: Ron Olsen Jack Crumley Ron Straka David Jennings 'i CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: August 30, 1995 TO: Dave Jennings FROM: Tom Boyns, X 6209 SUBJECT: High Avenue S. Storm Water Outfall Research for Easement We have found no record of an easement held by the City extending from the end of the High Avenue South Right-of-Way northerly across parcel 564050-0045. If upon inspection, you determine that reconstruction is necessary to remediate this facility, the facility exists, therefore a prescriptive right could be claimed to maintain it. Also, we understand it is at the request of the property owner that we are investigating corrective action. Under the circumstances it would seem appropriate to obtain an easement at this time. A sample easement is attached. I hope this responds fully to your question. If I may provide further assistance please let me know. s.� c CITY OF .RENTON PlanningBuilding/Public Works'Department Earl Clymer,Mayor Gregg Zimmerman P.E.,Administrator ✓_/S8/ s��-�C October11, 1995 r� -tic - Mr. Clint Morris �`'% 525 High Avenue. South �/ 7 Tce CIA Renton, Washington 980.56 . r Ay , 5 Dear Mr. Morris: Po rV v 62� I �6 a This letter is intended to inform,you that the City of Renton Planning/Building/Public Works Department.is planning a project to reconstruct the storm water outfall that extends from the High Avenue right-of way at the eastern edge of your property. The project will consist of replacing the existing storm outfall with a new storm system to convey storm water runoff to the bottom of the slope. Please note that a search of the City's records shows that the City holds no easement for the storm water pipe which crosses your property to the edge of the bluff. A construction easement will be- required to allow the City to access, reconstruct, and maintain the pipe. Tom Boyns, the City's Property Services Supervisor, will be contacting you soon for this purpose. The .City's geotechnical consultant has .completed a draft report on the slide. The consultant is currently .revising . the report -based on City' comments. As- we indicated in our previous correspondence to you, we would be .Happy to discuss the slide with you in, the near future; including the results of the consultant's investigation. In the meantime, please let us know if you have any questions. Our Project Manager, David Jennings of the City's Surface Water Utility, is available for you to call at (206) 277-6205. Sincerely, ,C 0. /MggXa,�A_ Gregg Zimmerman, P.E., Administrator Planning/Building/Public Works Department H:DOCS:95-865:DEJ:ps CC: Ron Olsen Jack Crumley Ron Straka David Jennings Tom Boyns 564050004006 5640500040• 0 MORSE CLINT & SHELLY 525 HIGH AVE SOUTH RENTON WA 98055 9-10-11 1 MORGAN GRAND VIEW ADD TO RENTON POR OF LOTS 9 , 10 & 11 BLK 1 BEG TH INTITIAL PT OF MORGANS GRAND VIEW ADD & THE NW COR OF HIGH ST TH S 00-09-00 E 48 . 61 FT TO MOST ELY CORNER COMMON TO LOTS 11 & 12 TH S 55-13-40 W 107 . 39 FT TO POB TH N 36-23-02 W 99 . 35 FT TH S 53-36-58 W 85.77 FT TAP ON NELY MGN OF BEACON WAY SOUTH SAID PT BEING A PT ON CURVE RAD OF 1857. 08 FT THE CENTER BEARING N 54-40-30 E TH SELY ALG SAID MGN & SAID CURVE THRU C/A OF 02-59-30 ARC DIST OF 96.97 FT TAP S 55-13-40 W OF POB TH N 55-13-40 E 85. 06 FT TO POB - AKA REVISED LOT 1 OF CITY OF RENTON LOT LINE ADJ NO 009-92 RECORDING NO 9202269004 WHICH SUPERSEDES CITY OF RENTON LOT LINE ADJ NO 008-86 RECORDING NO 8806299001 WHEN RECORDED RETURN TO: Office of the City Clerk UTILITIES EASEMENT 1 Renton Municipal Building Pro'ect Fie High Ave Storm Drain 200 Mill Avenue South Parcel Account#564050-0045 Renton,WA 98055 Grantor(s)Name Morse RTSQ SW 17-23-5 Intersection end of Hi¢h Ave N of S 6th Street; THIS INSTRUMENT, made this day of 19 by and between Clint Morse and Shelly Morse, husband and wife, hereinafter called "Grantor(s)," and the CITY OF RENTON, a Municipal Corporation of King County, Washington, hereinafter called "Grantee." That said Grantor(s), for and in consideration of mutual benefits, do by these presents, grant, bargain, sell, convey, and warrants unto the said Grantee, its successors and assigns, an easement for public utilities (including water, wastewater, and surface water) with necessary appurtenances over, under, through, across and upon the following described property (the right-of-way) in King County, Washington, more particularly described as follows: A strip of land 20.00 feet in width across the following described Tract X,beginning at the northwest corner of High Avenue South Right-of-Way; Thence northerly along the northerly extention of the westerly Right-of-Way line of High Avenue to an intersection with the northeasterly line of said Tract X; Thence southeasterly along said line to an intersection with a line 20.00 feet easterly of and parallel with said westerly Right-of-Way line; Thence southerly along said parallel line to an intersection with the northerly Right-of-Way line of High Avenue; Thence westerly along said Right-of-Way line to the point of beginning. Tract X: Revised Lot 2 of City of Renton Lot Line Adjustment No.009-92 as recorded under King County Recording No 9202269004. For the purpose of constructing, reconstructing, installing, repairing, replacing, enlarging, operating and maintaining utilities and utility pipelines, including, but not limited to, water, sewer and storm drainage lines, together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law and without incurring any legal obligation or liability therefor. Following the initial construction of its facilities, Grantee may from time to time construct such additional facilities as it may require. This easement is granted subject to the following terms and conditions: 1. The Grantee shall, upon completion of any work within the property covered by the easement, restore the surface of the easement, and any private improvements disturbed or destroyed during execution of the work, as nearly as practicable to the condition they were in immediately before commencement of the work or entry by the Grantee. 2. Grantor shall retain the right to use the surface of the easement as long as such use does not interfere with the easement rights granted to the Grantee. Grantor shall not, however, have the right to: DOCUMENT FORM APPROVED BY Utilities Easement INMAL CrrY ATTORNEY SEPT.24,1992 Sheet 1 of 2 c:fame/propmgmt/esmuln L rY.DOC/bh PROPERTY MGMt'. i • � a. Erect or maintain any buildings or structures within the easement; or b. Plant trees, shrubs or vegetation having deep root patterns which may cause damage to or interfere with the utilities to be placed within the easement by the Grantee; or c. Develop, landscape, or beautify the easement area in any way which would unreasonably increase the costs to the Grantee of restoring the easement area and any private improvements therein. d. Dig, tunnel or perform other forms of construction activities on the property which would disturb the compaction or unearth Grantee's facilities on the right-of-way, or endanger the lateral support facilities. e. Blast within fifteen (15) feet of the right-of-way. This easement shall run with the land described herein, and shall be binding upon the parties, their heirs, successors in interest and assigns. Grantors covenant that they are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. Signatures of Grantors: Clint Morse Shelly Morse INDIVIDUAL FORM OF ACKNOWLEDGMENT STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that Clint Morse and Shelly Morse are the persons who appeared before me, and acknowledged that they signed this instrument and acknowledged it to be their free and voluntary act for the uses and purposes mentioned in the instrument. Dated Notary Public in and for the State of Washington residing at Notary (print): My appointment expires: Utilities Easement Sheet 2 of 2 Individual Form c:forme/prapmgmt/csmu'Ura.rrY.DOC/bh . '► 0 0 liti -.y EasemenL M 20 ft 5640500045 7221400475 7221400476 5640500060 7221400480 000720 t -JI 7221400485 7221400486 7221400487 r. \ ITY 0VREN�'OIOT. . Planning/Building/Public-Works Department Earl Clymer,Mayor Gregg Zimmerman P.E.,Administrator ' September 1, 1995 -Mr. Clint Morris 525 High Avenue South Renton, Washington 98056 Dear Mr. Morris: This letter is intended to inform you that the City of Renton Planning/Building/Public Works Department, is aware of the landslide which recently occurred on your property. You may have noticed several city staff.who have visited your property to examine the slide area. The City is in the process of hiring a geotechnical consultant who will be asked to visit the site and determine if there is any immediate danger from the .slide to;you or your propertyor to the City's drainage facility. The consultant the;City is hiring to: perform .the investigation is AGRA Earth and. Environmental. Curt Thompson is the consultant's Project Manager. .Curt has been asked to contact-you directly on or before the day he plans to;visit the site. Curt's phone number is (206) 820-4669 in Kirkland. We will contact you in the near, future to discuss the landslide and the results of our preliminary geotechnical investigation. , In the meantime, please be aware that landslides can and do occur along the top of ridges like the one your house is built on. While the place and time of such landslides cannot be predicted, understand that erosion and "mass-wasting" (landslides) occur more frequently where the. natural vegetation has been disturbed or removed and where water is discharged near or over the edge of steep slopes. In this respect, you can do a few things to help prevent the recent slide from eroding further back into your.property: 1 . Prevent anyone from going close to the edge of the failure. Remember: more of the slope could give way at any time. People walking near the edge could cause additional sliding. These people could be carried down the slope in a slide. In addition, if plastic.is spread across the slope as suggested below, the edge of the slope may be hard for people to see, especially at night. 2. Shut off the irrigation system that has been installed and recently operated near the edge of the slope failure. Added water will only make the soil around the failure heavier and more likely to slough away. 200 Mill Avenue South - Renton, Washington 98055 Clint Morris: Landslide on Property Page 2 3. Spread plastic along the edge of the failure area so that the plastic hangs over the edge and prevents rain from contacting the soil. Stake the edge of the plastic well back from the edge of the slide (eight feet or more). The plastic will prevent wetting of the soil and will discourage runoff from the lawn from further eroding the slope. Please let us know if you have any questions or concerns. Our Project Manager, David Jennings of the City's Surface Water Utility, is available for you to call at 277-6205. Sincerely, Gregg immerman, P.E., Administrator - Planning/Building/Public Works Department H:DOCS:95-743:DEJ:ps CC: Ron Olsen Jack Crumley . Ron Straka David Jennings _ a DATE �ly� NAMEj August 31 1995 / 5' �ys Mr. Clint Morris � --- 525 High Avenue South Renton, Washington 98056 SUBJECT: Dear Mr. Morris, VA This letter is intended to inform you that the City of Renton Planning/Building/Public Works Department is aware of the landslide which recently occurred on your property. You may have noticed several city staff who have visited your property to examine the slide area. The City is in the process of hiring a geotechnical consultant who will be asked to visit the site and determine if there is any immediate danger from the slide to you or your property or to the City's drainage facility. The consultant the City is hiring to perform the investigation is AGRA Earth and Environmental. Curt Thompson is the consultant's Project Manager. Curt has been asked to contact you directly on or before the day he plans to visit the site. Curt's phone number is (206) 820-4669 in Kirkland. pv/, We will contact you in the nfuture to discuss the landslide that eee8FF94-4A-yQ++F -pf&pertrand the results of preliminary geotechnical investigation. In the meantime, please be aware that landslides can and do occur along the top of ridges like the one your house is built on. While the place and time of such landslides cannot be predicted, understand that erosion and "mass-wasting" (landslides) occur more frequently where the natural vegetation has been disturbed or removed and where water is discharged near or over the edge of steep slopes. In this respect, you can do a few things to help prevent the recent slide from a *hl('^back into your property: 1 . Prevent anyone from going close to the edge of the failure. Remember: more of the slope could give way at any time. People walking near the edge could cause additional sliding. These people could be carried down the slope in a slide. In addition, if plastic is spread across the slope as suggested below, the edge of the slope may be hard for people to see, especially at night. 2. Shut off the irrigation system that has been installed and recently operated near the edge of the slope failure. Added water will only make the soil heavier and more likely to slough away#. dr/vd/ .� •*u 3. Spread plastic along the edge of the failure area so that the plastic hangs over the edge and prevents rain from contacting the soil. Stake the edge of the plastiC/well Page 2 August 31, 1995 back from the edge of the slide (eight feet or more). The plastic ill prevent wetting of the soil and will discourage runoff from the lawn from,eroding the slope. Please let us know if you have any questions or concerns. Our Project Manager, David Jennings of the 4Surface Water Utility, is available for you to call at 277-6205. ' Sincerely, C` 5 Gregg Zimmerman, P.E., Administrator Planning/Building/Public Works Department H:DOCS:95-743!!:DEJ TTwlc C .�miny n'e 13 J 17, N CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: August 30, 1995 TO: Dave Jennings FROM: Tom Boyns, X 6209 �1z'" SUBJECT: High Avenue S. Storm Water Outfall " Research for Easement We have found no record of an easement held by the City extending from the end of the High Avenue South Right-of-Way northerly across parcel 564050-0045. If upon inspection, you determine that reconstruction is necessary to remediate this facility, the facility exists, therefore a prescriptive right could be claimed to maintain it. Also, we understand it is at the request of the property owner that we are investigating corrective action. Under the circumstances it would seem appropriate to obtain an easement at this time. A sample easement is attached. I hope this responds fully to your question. If I may provide further assistance please let me know. • WHEN RECORDED RETURN TO: Office of the City Clerk Renton Municipal Building Utilities Project File# 200 Mill Avenue South EASEMENT Parcel Tax Account#'a 564050-0045 Renton,WA 98055 Grantor(s)Name Morse,Clint&Shelly RTSQ 17-23-05 3 THIS INSTRUMENT, made this day of 19 by and between Clint and Shelly Morse hereinafter called "Grantor(s)," and the CITY OF RENTON, a Municipal Corporation of King County, Washington, hereinafter called "Grantee." That said Grantor(s), for and in consideration of mutual benefits, do by these presents, grant, bargain, sell, convey, and warrants unto the said Grantee, its successors and assigns, an easement for public utilities (including water, wastewater, and surface water) with necessary appurtenances over, under, through, across and upon the following described property (the right-of-way) in King County, Washington, more particularly described as follows: The easterly 40 feet of Lot 2 City of Renton Lot Line Adjustmenr Number LLA-009-92 as recorded under King County Recording Number 9202269004. Located in Section 17, Township 23 North, Range 5 East, W.M.. For the purpose of constructing, reconstructing, installing, repairing, replacing, enlarging, operating and maintaining utilities and utility pipelines, including, but not limited to, water, sewer and storm drainage lines, together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law and without incurring any legal obligation or liability therefor. Following the initial construction of its facilities, Grantee may from time to time construct such additional facilities as it may require. This easement is granted subject to the following terms and conditions: 1. The Grantee shall, upon completion of any work within the property covered by the easement, restore the surface of the easement, and any private improvements disturbed or destroyed during execution of the work, as nearly as practicable to the condition they were in immediately before commencement of the work or entry by the Grantee. 2. Grantor shall retain the right to use the surface of the easement as long as such use does not interfere with the easement rights granted to the Grantee. Grantor shall not, however, have the right to: a. Erect or maintain any buildings or structures within the easement; or b. Plant trees, shrubs or vegetation having deep root patterns which may cause damage to or interfere with the utilities to be placed within the easement by the Grantee; or c. Develop, landscape, or beautify the easement area in any way which would unreasonably increase the costs to the Grantee of restoring the easement area and any private improvements therein. d. Dig, tunnel or perform other forms of construction activities on the property which would disturb the compaction or unearth Grantee's facilities on the right-of-way, or endanger the lateral support facilities. e. Blast within fifteen (15) feet of the right-of-way. DOCUMENT FORM APPROVED BY Utilities Easement INITIAL CrrY ATTORNEY SEPT.24,IM Sheet 1 of 2 c:forms/propmgmt/umt/Ulr=Y.DOCA+h PROPERTY MGMT. This easement shall run with the t described herein, and shall be binding u the parties, their heirs, successors in interest and assigns. Grantors covenant that they are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. Signatures of Grantors: Clint Morse Shelly Morse INDIVIDUAL FORM OF ACKNOWLEDGMENT STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that Clint and Shelly Morse appeared before me, and acknowledged that they signed this instrument and acknowledged it to be their free and voluntary act for the uses and purposes mentioned in the instrument. Dated Notary Public in and for the State of Washington residing at Notary (print): My appointment expires: Utilities Easement Sheet 2 of 2 Individual Form c:foams/propmgmu/camulTrELXrY.DOC/bh 564050004501 5640500045 • MORSE CLINT & SHELLY 525 HIGH AVE SOUTH RENTON WA 98055 9-10-11 & 1 MORGANS GRAND VIEW ADD TO RENTON POR OF LOTS 9 10 & 11 OF BLK 1 TGW POR HENRY H TOBINS DONATION CLAIM NO 37 - BEG THE INITIAL PT OF MORGANS GRAND VIEW ADD AND THE NW CORNER OF HIGH ST TH S 00-09-00 E 48 . 61 FT TO MOST ELY CORNER COMMON TO LOTS 11 & 12 TH S 55-13-40 W 107 . 39 FT TH N 36-23-02 W 99 . 35 FT TH N 53-36-58 E 24. 56 FT TAP ON A LINE 100 FT NWLY OF & PLW SAID SELY LINE OF LOT 11 TH N 55-13-40 E 124 . 11 FT TH S 49-42-01 E 85. 62 FT TO NE COR OF HIGH AVE SOUTH TH S 89-51-00 W 40 FT TO POB - AKA REVISED LOT 2 OF CITY OF RENTON LOT LINE ADJ NO 009-92 RECORDING qM--32"02269004`,WHICH SUPERSEDES CITYOF-RENTON LOT LINE ADJ NO 008-86 RECORDING NO 8806299001 1 t 5317 NW 1/4 - 17 t -K173 CITY OF RENTON Mt73 SURFACE WATER 17.C5 DRAINAGE SYSTEM 17,C D 17.D5-4 C5 17,D5-5, LEGEND S 2ND ' 3 CS 8 — ` - t7,C5-6 - 1 `I,C--'3 l Ll, - . ' i 17, 17. STORM SEWER LINES 86-7 ,86-1 , D6-12 7.Db_7 ,D6-11 - DITCH LINES -- 1,c6-2 vDb 6 ❑ CATCH BASINS 17,D6- 1� R T 1.C6-1 1,c6-u 7.D6-9 7,D6-5 17,B6 37, -8 .n6-4 ® MANHOLES 17.C6 17,D6-1 - �, . DIRECTION ARROWS ,B6-4 ; 9 17 -4 _ ,.� CULVERT CROSSING 37 7.86-5 - _ O ¢ 7� `� a •-——— RENTON CITY LIMITS 1 86-12 1 3 N V l U 17 B7-1 7 7-2 7 -6 =01 F-4 r-+ ST _ - (� > I � i „i �y� W t7.C7-3 f...l W > (In ' p v L- �J 17,C7-2CD I ElJT DISCLAIMER .{, (��(� 01/ „�')C/ THIS INVENTORY INFORMATION FOR THE STORM DRAINAGE SYSTEM W 17 1 rl v �/• IS SCHEMATIC ONLY. IT WAS COMPILED FROM NUMEROUS SOURCES, 17.E8-5 1T IS THE BEST INFORMATION AVAILABLE AT THIS TIME, AND SHOULD W 7,Ce-2 BE USED FOR GENERAL GUIDANCE ONLY. THE CITY OF RENTON /° I Q�'� 'T?•f rj �G�r`1`""_ IS NOT RESPONSIBLE FOR ERRORS OR OMISSIONS. WHEN THIS tT[e-3 Ld> , (n l W S� ARE OTO FIELD VERIFYFTHIS INFORMATION.URPOSES, DESIGNERS I - Ld 7,C8- - --— f ojo 17,B8-2 ¢ o — _. y z I--- Q I = i W � L'3 800 f I �- 7.E8-2 17,E9- O V,BB-4 I7,B8-3 / ��_ S 17,E9$ l 17,89 — -- I H y� 1 :480 � i ¢ � �- ; I � ♦ P/B/PW TECHNICAL SERVICES --- l-�-: i- wL __ \ 02/20/95 1/ - a 5317SW 5320 NW 1/4 • r t 5317 NW 1/4 _ o 17F5_3 CITY OF RENTON 1�7BI3 ,C5-7 17,E5-27�- L7.M-3 SURFACE WATER 17�-ll DRAINAGE SYSTEM 17,C D 17,D5-4 / �A 17,15-5, LEGEND S -J 2 ` ` cs e 17,C5-6 l 5 V1,BS-1 `7,C5-3 1 Ll 17, 17, STORM SEWER LINES i i 1 D6-12 ,DG-11 - ,]t6-7 7�-7 - - DITCH LINES 17,DG-6 17D6- ❑ CATCH BASINS 17 9 ® MANHOLES 17, -8 7,116-5 I 017,16-e 17.C6 17,DG-1 7,. 1 B6-11 �,B6-10 11_1 ,�y-7 -10 DIRECTION ARROWS 17H6-2 � _8 _5 - CULVERT CROSSING ,B6-t 6� 17 -4 1 37 1 � ~-� LU > 7.16� RENTON CITY LIMITS 1.B6-12- 17,CG 3 7 r f7 H7-1 7, C7 H7-2 H , -s N I V l V 7,c7i W u \ 17,C 1 e-1 ST -mil C/1 W > LJ 17,C7-3 M f� � W > \ 4.1 ,H7-4 7,27-3 17,37-5 I7.C7-2 N 9 T o Oti , d- \ DISCLAIMER W THIS INVENTORY INFORMATION FOR THE STORM DRAINAGE SYSTEM i \ n.Ee-5 LS SCHEMATIC ONLY. IT WAS COMPILED FROM NUMEROUS SOURCES, W 7Ce-2 IT IS THE BEST INFORMATION AVAILABLE AT THIS TIME, AND SHOULD BE USED FOR GENERAL GUIDANCE ONLY. THE CITY OF RENTON Ell) 17ZS 4 - IS NOT RESPONSIBLE FOR ERRORS OR OMISSIONS. WHEN THIS 17,C8-3 I INFORMATION IS USED FOR ENGINEERING PURPOSES, DESIGNERS J > W ARE TO FIELD VERIFY THIS INFORMATION. J W > Z68 --- 17,B8- _- > 17,BB-2 7,]B-4 f �P _7 _ 1 �� r 800 .1. �.� 7 0 400 ,E8-2 I7,E9- i 17,28-4 17,BB-3 / %y I 11,EB-t \ 17,E9-2 179� I ry s -- -- ♦ P/B/PW TECHNICAL SERVICES ---I--- -- �� O 02/20/95 -- I=-=_ -- _- -- \ N� 5 317 S W 1/4 5320 NW 1/4 °k�O / U I d99dh AAI �,. 0 GAD 1 C)& I �I J /So i5o 0 v REN. S.P. 120- 7804269008 PCL. A �1u PCL . 8 961 GS�J 3� 2b NL39-S/E N 27Z./4 Z °� (a9 ,.L 26 78 8 t000 o l 15 -5391 5/w o3 h � Q °a' hy� ^1Q I 2p /41 *99 14_30w `} O qD' N ON o LOT 02 oho .s O Nl4 LO�T CD Op O�Je) � o Z-S�,$D "0h� cn — C 7 zC0 36-i � 2 L,00 ��,xv 9• �a', GO0��1 000 LOT o � m C\9 3 S' Q0 51KI �C��4) � ` N i�9•a� zG.s� o� s'� �, �L 13 I ,y `2 �✓ee-3/- cv O Z/5 M 0 52 37 0 set-51w Za /o I%A; O�� o�h 8 ` Al9.5/E 158i_14-30E ,h _ b5 �' 9Jc�' �`' upi d Q 38 1 L�b 1 z sPaBoa4l B NGeA o07 a tiV � j �/47 o /4-7- s a /22 l6p � r--o N� 0 V5 300 uj .569 5/w /¢Z m °l7 � a� 13h lDD z 00 Q m toy fl Iz IZ N J�,po Q ho = \ 130 O�i�2m I2 Z � /42 IIZfl o � O m /4 Z- 0'' ^� ZB //0 / 11 h _ ,300 000 t O �\ m C'J 333%•�3 333o SG¢ 333o/S�Z p W280 N 0090 ( /30 N 159.3 /2o eo ioo \ o CPS ° o 009-5 0° dap o�zh a: N ,�tio ' 40 ofl �? 2GJ [30 Q 0 ,00 , g f9• G,` �,�016 a qoo � �i 1 pho '� 0 0 It5 0�°° V'' op91 21 S 4� boo 60 210 o eo ioo N /50 /30 o �4 3p4 Z ; 6 / co 1�� i/9.g/ o1Q�j 4Z.Z3 °D �o (ter �/ 010 20 50 5o5s[� ti 6 N o11 a /3Zv3 7 Q °°D\�D 19 N /� °°(O�D�o lzo 2 N /3� q� J �A•f'� 7g97 0 2 9)S GS/ ko q g2o13�9 9030� /01 1 Z 8 2 �1 o\I0 17 o �sv� >a°�'�'�'�h o 00 '�.. •sr ��- -/ ti a ° 9 s 150 \1; � �}5ko p1a � o � � ( .t �/ �0 9t- 5 �' oo /3Z ca.�l /�o ° 120 6 N a zo / 5p1oo A0 �� 431,65 70 70 50 4 •4 0 2 55 � � 1 � LO 6 00 Nef 5/ao�lAp �� ��p2V Q -7_5 _°� r\ V 62 c 0�� 6 \` G �2 G � 0 0 W1 N hy2 n N 0(D° D f° /3Z.5 J -\I �J � U/ N• N ti� � °1 � `hh � Vi f��ONI �! \�` �N N ��� 4 2 FOry� eo J N ° 2 : ° 14 1512110 570 70 4� °� o.io �R9 O o./o O .SBb-2 -i5 S. 7 T H `' ST• (�nf AV67 0 _ 1440. 23 N o v r�L 7CP017 OL-D ~r 5 N .'�46 ► 1l �� �\� . 'I T�.>�e. y' " ��r�C `1S h ��� • • � • CEfRIA E1'��Ef=C�fcISES • INVOICE 3730 135th Place lFutheast BelleVue, Nashington 3SO06 (206) 286-2158 Invoice Number: 094112 Invoice Date: NOV. 30, 1994 MORSE Service / Description Ext. Price LANDCAPE INSTALLATION: SEE ITEMIZED LIST ON PAGE 2 $ 19,225.00 Subtotal $ 19,225.00 Sales Tax $ 1,576.45 Invoice Total $ 20,801.45 Payments Received $ 8,000.00 DEPOSIT $ 5,000.00 PROGRESS PAYMENT $ 13,000.00 Balance Due / s 7,801.45 7 Please Make Check Payable To: CERNA ENTERPRISES * Terms are Net Cash - Thank You y PAGE 2 INVOICE NOER 094112 1. IRRIGATION (ADD. $ 375) $ 5,335.00 2. GRUBBING 680.00 3. TRANSPLANTING 295.00 4. PLANTING BEDS 725.00 5. SOD INSTALL. (CREDIT $ 180) 4,800.00 G. PARKING AREA (CREDIT $ 100) 720.00 7. PLANTING PACKAGE 3,360.00 8. 20 YARDS BARK 600.00 9. LIGHTING INSTALL. 1,370.00 10. HAULING 150.00 11. PLAY AREA (CREDIT $ 252.00) $ 1,025.00 12. EXTRA TRACTOR WORK $ 125.00 13. PRUNING $ 40.00 TOTAL: $ 19,225.00 9202269004 J SE1A, SWV4,Sec. l7 ,T.29 N. ,R.5E. ,W.M. COTES L The hsfrurnantotion used for fts survey war a TOPCON GTS 3C Totd Station LEA cornbk*p a 20-second aVtd #)eodo#te and Wlactro6c dtatonoe rrwarurhp unit. Scale: /" - 20' Norttwasterly Lhs Lot 2 The procedure used was a cAosed fled traverse that hckided the nxrur)ents Q Lot NIr - City of Renton City of Renton LLA-006-66 &'►own and parook herah d"orbed This traverse exceeded repUred rr**nLns Lot Lhp Adtaftr nt x LLA-006--86 for 00OUr0cy ald proOWW of measurwvnent spec/flod by WAC 130-332-090. Lot hkrnber - Block ! MORGAN'S GQAAV ` from agara��riate po tsts said overrw�nts war alpta►rM►wd by roaYail Iles O traveroa ffi9 VAEW ADOVTAON TO REWTON - Vol IEWq 74 0 /O ?O 30 40 Lot Lhe - Lois h t�bcw ! MORGAN'S GI?AM q�, 2 The basis of bear for this survey Is the center k w of A#9p A venue S acccrd*V ti'�9. to #* plot of 'S GRAND VIEW ADi7ITIO1N TO Q9VTON as recorded h j — — VIEW ADDITION TO 95VTON - Vol ORp 74 �O :D��, Vakme 18 of Plats, Popp 74. Record# of Kkap Ccxnty, woo*ptal old dpternnhwd Set !�' tan Rbd w/Cap Portion - A!YI E-1 TOIRN'S J Q? by ties manurrwntatkin at shown O . MSW A62,30 ' Da"TIN LAM 04AM u37 ExlsMg at Desarbed / ' �-`y '< LEGAL DESCRPTIOAS Concrete Morxrrent 3� l G ` J Qf?/GMV�4L Lot 1 ® w/Cquper Took h Lead PAp / (i ��'�� / \ NTiAI PiUNT - MtacY,�W S "KaOnB?= • I Recovered 1/1&IM , (� Nor#easterly Lies Mock 1 GRA00 AM ,�DMON TO Lot I C/ty of k�enian Lot Lhe Adtlustment No. LLA-OG18-86, ar recorded h Nooses 61 3 / �-'• MORGAN'S GRAM VIEW RgNrON - Auann rjf as D owftd of Surveys Pape k3a w4w K,hp County Q000raiV Na. 8806299004 I Cased Concrete Monanent gb ADDITUN TO 995VTG N 14184992hLead �D / �� / \ ( N 88-31'Or E - L ) 04IGNVAL Lot 2 Recovered N 89VI'00" E 40, Lot 2, City of Renton Lot Lhs AddAaftneint /Vo. LLA-0018- 86, as recorded h Vokrns 6l ) Data per City of ,4lenton Lot / 4 / Lot 2 of Sirvoys Pbg* Aga under Khp Canty Reoordrap No. 680629900/. l L I Lke AdAmft nt LL4-006-86 •s t aae'w / RLVISEO Lot l l C ) Calasbted 20 20 That portion of Lots 9, l0, and l! block 4 MORGAN'S G?AM VIEW ADDITION TO / U Y RffOON acoordkv to the plot thereof recorded h Vatnw 18 of Plats. PqW 74, w Rboords of Khp Canty, Wa htVtan darcrbed as folbwt, � a 0Bephr�r►,�p of #w rvrl�u. PONT of add plat of M 19GAN'S G.?AAD VIEW ALUTUN �p j,525 r" a � AVaxv S� ° `� J TO RIE'VTO'�! Ord paht bahp the Northwest caner of 4gh Av&x* a, / 2 #enos S 00109'00' E akanp the Ea#t Ahe of odd Lot ll a aktanoe of 48.61 feet to #w mast Easterly corner oam)an to Lots r and n, odd hook 1, O G W I #wnoe S 5573'40' W dong the Southeasterly Ares of odd Lot N a awtanoe of 107.39 I / 0� A�` P+O feet to #w TWLor C� fimr4w'1G' ! �' L____�-� �Q C #�eno* N 3673'O2' W a catanoe of 99.35 feet, / G '� moo" rnrn #wr)oe S 53*36'58' W a dotwoe of 85.77 fiat to o poAnt on ttw 11brff)"terly marah of Boo" Way South odd poht behp a po+ht on a o rve havhp a roallut of I / �G l / Z -- F+a.+mMcn �es , ! t+er�ter off hh onEs d add4 4Oar►a ft a oentrd of c� l `�•--- �--T�� Q I 02*59'30' an arc dota a of 96.97 feet to a pant from *ekh #w �P�OFVT � OP6��ca�'VwNG boars N " 73'40' E, ��— 1 #enoo N 5573'40' E a awtanoe of 86.06 feet to #w TaZ P01VT OF BEG A#vG Iron ,clod w -� f Conl+aYrrp $4226 Sq�aoe Feat ) FeEVISEO Lot 2 TCxA 963411 That portion of Lots 9, 10, and 11, 61bc,k ! MORGAN'S GRAM VIEW ADDITION TO 0I.16 s 9 "'W � RMTON accI to #w plot thereof rsoordad h Vokrrw 18 of Pk#a Pbpe 74, EJCL,c TA'UG Record# of Khp Canty, Wb&'k pto q aid a portion of E*rry K Tobh's Donation Land -' "x ` LOT LA'1E CAdrl P rrber 37, d "bed as faMowt, 1 v Lot / �apfminp of the /'VoTb4L P01VT of add plot of MOGIGAN'S CmQAAD VIEW AUDITKN ron Rod w/C� !n TO REVTOV�I add poht being the Northwest canes Ot E,II�fI AvaruaS., 1 'K.OYLM -624 I #*nos S 00109'00' E a vV #lip Ea#t Ares of add Lot # a datanoe Of 4616i feet to WO's L t:UO'E C the most Easterly comer carrrlorl to Lots # and I2, said Frock /, I 0 / L07 L/'`E G > > / Elie)oe S 5573.40' W dare Nip So0wa#terly ,Ww of add Lot N a awtanoe of 107.39 * 0 / - �' #enoe N 3673'O2' W a distance of 99.35 feet, I #w)oe N 53 36'58' E a drtaloe of 2456 6 feet to a point on a Yne 00 feet !Northwesterly of and paraYol with said Sou#wooterly Arlo of sold Lot N, O (� #w)oe N 5573 40 E chap add parallel Ares a awtanos of 124.11 feet, #*nos S 49'42'OI' E a octane of 85.62 tent to #w Nan#wart caner of Afah I •Al RECOQYv OF SL.RVEY gj Avenue 5., Vol 79A9q 37 the / nos S 89'51'00' W a awtanoe of 4a00 feet to the point of bophr*V Q �Q z ( Contafap /4,517.3 Square Rpet ) 12 ,� C WTiI CA TE 0� / hereby oertify that / an the owner of #le k r)d hereby revk#ed by the Lot Line A4atment. nb by map--_.- �j CL/VT I/ �� L Y TC4 609 � ^ MQQ� � tan Rod w/ APPROVALS ?' x ?' Ar nbr Tim � V 0 Exarr*wd and Wgproved #)ls i'l O slay f 1992 �_�\'�s. `; STATE OF WA S1�,M'NG TON SS ZZ'S L 264'W drh*trator f Pibnr)hp, adldha 1L ry I cOwrr ac K�uG i \ and Ptbl/c airs Department '< 1, a /Votary PubNc, h and for ttw State ab hereby Iand S"ELL Y X40PSE to me known to be #)dvk*_4o1s who Q Exarrurwd and aWoved #lIi 15'fWaby of ISM 1992 -� certlty Matan this slay of 1992 gupeared lactase me CL.ANT MGIPSE a and oaknowAxVed that they sV)ed #w sarrw as #heir free M dead aot above dec e g IDb-i-og D of evelapment Services 6.58- IV WITNESS kW l have hereunto set my hand and offlo oe id d on the day W g above wr/tten Exar*wd and approved #rls � day of_L � f Notary Public In and for ttw State of WoOftton y,,,' -Deputy may,,,, 0 Khp Corr)ty A moor ✓eputy K#V County Aims" .f� /4, J�✓'/s /7 23 � / My mpointment eJ0a#1 `rn,-y z • � � ,Q�cY� 'fG4o�o -- oa�o i oO.fer �cN `_. 3 1 RECORDING CERTIFICATE SURVEYOR'S CERTIFICATE City of Renton : wf 10033 NE. 125th Court - #4 LOT LINE ADJUSTMENT �` 0*0 Kirkland, Washington 08034 tiled for record this day off 1992 This map correctly represents a survey made yu p4 Phone: sot-8888 or 820-8563 y -��- ' by me or under my direction in conformance Number U A-009-92 in book of Surveys at Pa a at the * i y g '.�.� Frith the requirements of the Survey Recording for J r`� * DwN. Br OwTZ JOB NO. request of Michoel S Webb Act at the request of Clint Morse '�j„•••.• o;r MSW February 3, 1992 92006 in February ,1992. _ ( L Y �s ��;E�`•• c y, /`/ L40 10 cm. BY WAU PAGX Managdr upt. of Records erti ice e o. 1 MSW l' - 20' 1 of 1 vLuA l°�+ uJ'o r� l L , T HOLLY - 3 l Lf �> HOT Tub \ \ /A Dp SHED `I ` , `Yy� '•'��Fi L ,r �. �� � \ ,\ \,` � \ Ut"L 4�fit=" �;� a \ g }'( / ./ / is �/- , / ` � ` •�` ��`� �, � . t,\ , ` Su2�� Se21lahT+OJ. > 4" IVG SLE4V6 ` t^ To Of F r scHED. 4a Ito T 161 P OF- S,T. o(k a13 l \N r - - L y C c 2 T \ \ \ f Ao 1, ----- OWIJt2 5 OPTiOW IWSTALL HOSL biP� AT TH LoCATIOAJ FOP. WAS H IA;Is P:AY LO Jh +• r O ;Y. ,�,��� �.• , i, �, T yam,-F a � � �� � ., \ _ '' ,� �" �.�' •fir_'_�. NP Alp 1 b y L r� 1� '\ \ .� ,, '�a � � `�r t tea,t'I•.+: ��,� ,� o � 1 _ t, &U;cK CoUPLI11Cs VALVE FOR 40 A!R 6LOW-oUT wwTER{21N�_ 40 _2 P V L MA t 1J w ,• J�'/' Alk HOOK -UP Tc Ext5TIL;la 1' S P R ! f•_K L E k L E F� E 'J D FR.OM METLfc I THi6 AZ ' d ' 5 (N16OLi6iTY. ESQ iPME11T _x /4 RAtu6iRD' S - LX g CTATiGI-: CD{JTCLGL�ER, f � U ! ' NAmMo►JD• ��7 I" GLTE VA6.VL (W T� �E •y' ALL W01l SHALL bE INSTALLED 'EL' LOCAL CObt ♦AID ACLOILDIIJ& TO MAWU- � } f i 'V4' E {% IJJS K� � DOu6. LGHECi�, VL _V_ i =AGTUREC� S sPECJISICATIOWL. 3 t n L0LIPLIL1v VL . " �1.' TN 33 t•, 1t.E`'� Z. ALL PIPE SHALL bE LLAS.S ZOO PVC 1' DIAMETED. UULESS WOTID OTHECWISE: MIu. DEPTH OF bIl = 18' Fog MAIL:, 12- FOJZ LATEILALS, uo Z004i, DELCJS, D I -1: h1A►1JLl d1J� E DwAil) VALVE WITH E1' L%. SHALL 6E DACAPILLED OVE2 Ill SLOPE Mill LIME TO DQAIWSJ. � 7 ; ' 2 t i F f3 J R L L'J- 100 F I' L LL CT Z i C VQ i_ J`- 3. 114STALL 2 OIL 3 'Ra1Ubill 1(oA-FDV OIL IQUTAL) AUTOMATIC D1ZAIKI VALVE_ \ �\� IN EACH LIIZLUIT AT LOW EL&VATIOW f`OIUTS. EJJCASE Ii.J %Z CU. rT. 6i"VEL SU7.Il \ CJ t ? Hui TE !�' PGP 3!�^`- a8 6EA� DC !VEJ) !Li�. IJ POP-UF t ` 4. IUSTALL '&ATE VALVE AJJD IAAUUAL AMr.LE 10l V% dLVl:(t) tIJ VERTICAL ' 3 Per- ADJ o(c " 4' PVG SLIEVItS WITH 4" 'OLYM►US' VALVE Call (OR &&UAL,) Oil I CU. FT. �. Q I i P6 P- A D.' - 05 "AVEL SUMPS. 5. INSTALL DoubLECHLCK VALVE BELOIA,1 :�CaDE IQ VALVE E0a AS PLP- - �• 3 PIP- ADJ - 04 NOTE & BELOW ( VEZIrY WiTla LOCAL CODE, . Q 2 s P6P_ �,p�y- OZ „ (a. ELECTILIC. VALVES (AND PILESSUSLE ILEDUCIIJ(s_VALVE, IF fiPBCIil SHALL BE IW s 'AMETLA' VALYS hill WITH SUAP LIDS OVE2 3" DEEP LAYER OP 6lLAVEL. Q Z W P6P- Q pJ- OI TOP OF BOXES SHALL be; FLU-SH WITH Fiji. i;vrADit. INSTALL T 6LECTtLIC_ VALVES PSR. IEOX WHE2E POSSIBLE. f! IZAI/JbIPvD' JBo&- i2F POF- uP SHCUE, .` �% AY 7. J1J3TALL ALL SPILAY HEADS UTILILIAJ(s M11J. 18' LOW& S'WIU6 PIPE WITH 2 7 160(c - 12 H SPIT bAQ6 FITTIMir,4, AS A FLEXIBLE SWIWGP JOIUT ASSLMBLY AT LATr;V TO CISE9. COMULC-T10W . TIZiPLE SWIWG JOIWTS SHALL DE JUSTALLED FOQ 6lLl COUPLIM4 VALVE ACID LAZ&F- LAW W HEADS... ADJU5T ZADIUS OF THEOW OW ALL HEADS F02 OPTIMUM GOVEIZA6>: . - t� 12 180� - IS SST 8. Iii1 , COiJTIZOLLEIL PEA OWIJER'5 DJ2ELTi 7WS• USE Id-i GAUGE DIRECT 1 �` -(} 3 I$ r� - 5 :�' bURJAL Willi THILOU6HOUT SYSTEM WITH 'SIJAP•TITE' COMWECTC¢5 AMID • s ------_--_ - T------ -- -:_ _-_ .- - -- --- - ---- _ SrxALA JT AT ALL FIELD SPLICES E OI MLr_TIil LOOP Ll WIRE 2 IZ tZ XEV 075 Batt VGLV E i A7 ITS VALVE. 11JST DLL EX72A W12E FROM C.OUTQOLLEIL, Go1JTWUOUS TI4"UtiHOUT MAIM LINE. A4JY WIRE ABOVE fs¢ADE SHALL BE ILI GOIJDu1T. �) R6Y-C700- Zo0 WYE FiLTL ­. DR (P SYS7EA� E" Qi~JIJEw .{ f 75 DL' 3�4+ ELEtTk GVL�V= ( Izl �' E.UITTELS ., -'� U 23 / / \ CIZCU;T/ 201JE 1.1G E f—j APPRvX. &PM 11/4' S�HEc. �+� Pvc I.t4: u flAzE 5 FQI WKLEi to -,2 -94 R. P L A• {J I" CLAS: 2oa PVC LATERAL SL6LE _ /z,+ vIr�YL DEiPTuJ31J�(:. Veil = 1+, 01, fWR . M25 . CLil� T M02S � Q .51DEMCi6 02AW►.7 SZ7 NI6H A?,'1: . 5 . R-EW`76W WA 23S S LEET AM CEAir* b. F-SV-ELT #.AJJ-DSC4PE Akf-MITI 4 Z of 2 ;P_i JTOW WA 43Z-1587 �'S-