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Home My WebLink AboutWWP2700374(1) S-374 West K _nydale Interceptor WSDOT rresp. l+ ,�. - — - �,.. • •tea � •_--1 • �••._• • .� •JE �_ �.•."•_•,• •. ,.. -. BEGINNING OF FILE TITLE Sam 3:1741 6V�Z4 OL ' i i 1 �T�R �!►' Mai.. . ,i�14"�i� >• ..:,`.� A01k TWashington State D..n. Department of Transportation December 27, 1991 Mr. Michael A. Benoit City of Renton Public Works 200 Mill Avenue South Renton, WA 98055 SR 405 CS 1744 Kennydale Vic. City of Renton Franchise 10076 Dear Mr. Benoit: We have made the final inspection of the West Kennydale Interceptor. All work has been completed satisfactorily. Please contact Tim Wicks if additional information is needed. Sincerely, GERALD R. MAHLUM Acting Utilities/Developer Services Engineer V TCW:em 47/tcwsr405 V� r � �.✓'�. ._ _ .._.ram ". r —_ - - __ - .., r q t71 y CITY OF RENTON 'LL Planning/Building/Public Works Department Earl Clymer, Mayor Lynn Guttman,Adminlstrnlor I 1 II r 1 i October 7, 1991 1! Washington State Department of Transportation District N1 15325 S.E. 30th Place Bellevue, WA 98007 Attention: Gerry Mahlum SUBJECT; WEST KENNVDALE INTERCEPTOR - UTILITY FRANCHISE 10076 `a Mr. Mahlum. Our contractor has completed construction of the West Kennydale Sewer Interceptor Prior to closing the contract, we would like to request a meeting with a representative of your staff and our inspector on site, at your earliest convenience, to address any .;oncerns you may have. Please contact me at 277-6206 to arrange the, meeting with your representative. It you have any questions, please call me. Very truly yours, Michael A. Benoit 'f Wastewater Utility Engineer { warDOTnseeer �e I 200 Mill Avenue South - Renton, Washington 98055 L L.� p1i L i CITY OF RENTON Department of Planning/Building/Public Works __Earl Clyrt�er, Mator Lynn Cattmaon, Administrator August 8, 1990 Washington State Department of Transportation _ District *I 15325 S.E. 30th Place Bellevue, WA 98007 Attention: Jim Lutz, District Utilities Supervisor Subject West Keanvdale Interceptor Mr, Lutz, The City has awarded a construction contract to King �onstrueticn Company to build the y above-mentioned interceptor. As per Utility Franchise 10076, we are requesting authorization to beg work. We have scheduled a Pre-Construction Conference and have notified Jim Olsen. Your expedient response will be er ;eciated. If you have any questions, please c:it me at 277-6206. Very truly yours, �L Michael A.A. Benoit, Wastewater Utility wta-AUTH/M :If Attachment 200 Mill Avenue South - Renton, Washington 98055 -(2%)235.2631 �J -~ CITY OF RENTON 'LL Departmunt of Planning/Building/Public Works Earl Clymer, Mayor Lyon Gullmann, Administrator September 5, 1990 Washington State Department of Transportation 15325 S.E. 30th Place Bellevue, WA 98007-6 59 7 A—ention: E. bremncr, Maintenance Superintendent Subject Nest Kennvnale Sewn Extension Attached is a copy of my notes from our meeting of September A, 1990, The contractor has also been given a copy. If you have any questions, please call me at 217-6206. Very truly yours, Michael A. Benoit Wastewater Utility Wh:-NOTE/MAB.If Attachments ii. 200 Mill Avenue South - Renton,Washington 98055 - (206)235-7631 - ---- I T�AIM teshington State 0....e...e,..e DepYtteent of Transportation - Dstwt 1 15325 SE 3O" Bellevue.Wasnmg¢m ytii ul i�a�n (206)562-4000 October 24, 1989 City of Renton Public Works Department 200 Mill Avenue South Renton, WA 98055 A1TN: Mr. Ronald L. Olson SR 4O5 CS 1744 Renton to Kennydale City of Renton Franchise 10076 Dear Mr. OLon! Enclosed is one si7ned copy of the acceptance of the referenced franchise for your records. Please contact Mr. Tim Wicks, 562-4253, if additional information is needed. Sincerely, FS L. E. ilities/Developer Services Engr. TCW:dp Encl. U42/t5.wk4 cc: Maintenance r . _ ACCEPTANCE WaskTV D*, ,w W e oYb OF •/, o� M Tr�nYeen FRANCHISE I ATTN: District Utilities Engineer Gentlemen: The undersigned acknowledges receipt of Franchise 10076 on SR -- ' 405, King County, granted June 26, 1989 by or on behalf of, the Washington State Derartment of Transportation; and the undersigned accepts the same, subject to the terms and conditions of the franchise.//� Dated at Aw /lygn /7e.V, Washington this /4 ZLV day of �ilY7i-r;•d s�f 198�. AL UTILITY By: UTILI 15TEMS MANAGER NOTE: riease ;youa o:—plint (below the signatures) the names of the Farties signing this acceptance, together with - their official title. If signed by a corporation, this acceptance should be signed by its president and secretary and corporate seal affixed. If by partnership, all parties should sign. RECEIPT O CCEPTANCE By: Dist t Ut lities E ineer Date• /6- Z ¢ TCW:dp U40/w7.wkl DOT •F � `. • 'Aw ACCEPTAN( AdWL OF wasnino�on 5 T, FRANCHISE �/� Dapart man< d Transpprtatlon 4t ATTN• District Utilities Engineer Gentlemen: The undersigned acknowledges receipt of Franchise 10076 on SR 405, King County, granted June 26, 1989 by or on behalf of, the Washington State Department of Transportation; and the undersigned accepts the same, subject to the terms and conditions of the franchise. Dated at Washington this 14M day of '%E TV7W,0a.>L 198-7 •- '- UTILITY By. UTILITt YSTEMS MANAGER NOTE: Please type cr print (below the signatures) the names of the parties signing this acceptance, together with their offi.:ial title. If signed by a corporation, this acceptance should be signed by its president and secretary and corporate seal affixed. If by partnership, all parties should sign. r RECEIPT F ACCEPT CE D s 1ct Ut111t1e Engineer ��n a Date: It) �7 TCW:dp U40/w7.wkl DOT «:.::'�u a•• � lot! WOO low � r CITY OF RENTON PUBLIC WORKS DEPARTMENT Earl Clymer, Mayor Design/Utility Engineering September 21. 1989 Washington State Department of Transportation District 1 15325 S.E. 30th Place Bellevue, WA 98007 Attention: James L. Lutz, P.E. District Utilities Engineer Re: SR 405 CS 1744 Renton to Kennvdale City of Renton Franchise 10076 1 Des: Mr. Lutz Attached please find the two executed Acceptance of Franchise forms requested by you. Very truly yours, OL Ronald L. Olsen Water Utility Supervisor FRANCHSE/RLO:lf Attachment 200 Mill Avenue South- Renton, Washington. 98055 • (206)235-2631 F.,VI 11.(zge)235-2513 J ACCEPTANCE OF .... .,.,. TV Masefngton ftsta FRANCHISE Oapartment of TvnspettsHon ATTN: District Utilities Engineer Gentlemen: The undersigned acknowledges receipt of Franchise 10076 on 7R 405, King County, granted June 26, 1989 by or on behalf of, the Washington State Department of Transportation; and the undersigned accepts the same, subject to the terms and conditions „f the franchise. Dated at pV7anJ, Washington this /4 ZV day of �i6PTbT70a-X 1987 UTILITY By L'TILl STEMS McVtiACEk NOTE: Please hype or print (below the signatures) the names of the parties signing this acceptance, together with their official title. If signed by a corporation, this acceptance should be signed by its president and secretary and corporate seal affixed. If by partnership, all parties should sign. RECEIPT OF ACCEPTANCE By:—Dl—strlct Utilities Engineer Date: TCW:dp U40/w7.wk1 DOTo.....a,u m.In L �- .. Ewa I � Washington State o�xne s•.•�bon MI/ Department of Tra.portation July 5, 1989 City of Renton Public Works Department 200 Mill Avenue South Renton, WA 98055 ATTN: Mr. Ronald L. Olson SR 405 CS 1744 Renton to Kennydale City of Renton Franchise 10076 Dear Mr. Olson: we are enclosing the referenced franchise (for your files) y gra.itinq to the city of Renton the right to have an 8-inch sanitary sewer main upon a portion of SR 405 in King Col•nty. Please sign and return only the formal acceptance of the franchise in accordance with Section 8. Two blank forms of acceptance are enclosed for your use and convenience. This franchise does not become effective until this formal acceptance, in duplicate, has been received by this office. j.e wish to bring to your attention that this franchise expires on April 26, 2014. It must be renewed prior to that date. Please cal]. Mr. Jim Olson at 872-6470 to arrange a preconstruction conference prior to non-site'• construction. Sincerely, �L L , � ADistrict SD � ft y2m7 Utilities Engineer s�+ TCW:jjk U41/w2.wkl " t 5 a. 89 111:1 0.3 CH2M MILL St. '..I t'f CITY OF RENTON PUBLIC WORKS DEPARTMENT Earl Clymer, Mayor Design/Utility EnBineenns January 5, 1969 TO t R RYr ApU Washington State FBQM,� T /CN2MNILUSEA Department of T:4naportation DATE =:. ��M District 1 JOB0 � ��--��_� Office of District Administrator —r�_� 6431 Corson Avenue South eC-81410 e4(hps -0„ Seattle, Washington 98108 40 07etv0t,f offtlir- n5-1S/,3 Attentiont Mr. James L. Lvta, P.E. District Utilitles Engineer Subjectt West Rennydale Sewer Extension Alternatives and Variance Application Thi• letter serves as application for a utility waiver to locate the West Rennydale Sewer Extention within the SR 405 right-cf-way. The proposed alignment is shown in Figures 1, 2, and 3 attached, and includes approximately r60O lineal feet (L.F. ) of 8-inch sanitary sewer pipeline of which approximately 600 ' L.F. are located within the SR 405 right-of-way. The '.. proposed alignment attempts to minimise encroachment within the right-of-way while avoiding the higher construction costs and potential liabilities associated .ith construction in the vicinity of the existing house foundations bordering the east SR 405 right-of-way. j PROJECT HISTORY. This letter constitutes the second waiver ! request by the City for the West Rennydale Sewer Extension. I Reapplication for an utility waiver in prompted by additional geotachnical investigations and cost estimating I icnducted in connection with an undercrossing design at NE 24th Street (designated Alternative A. in this study) . The Engineer's final design cost estimate for this alternative was substantially higher than the estimate used in the previous alternatives study a.id waiver application and %glqested that further evaluation of the alternatives was nto ad. The primary reason for the higher construction cost estimate was the geotechn.cal investigations conducted concurrent with the HE 24th Street undercrossing design and subsequent consultations with Contractors. 200 Mill Avenue South- Renton.Washington 980SS - (206)235.2631 49 JYN 921 1 99 11122 `923 C42H HILL SEA F.92 Mr. James L. Leta Page 2 January 5, 1985 The geotechnical repor• is included in Appendix A. The City contracted with CH2N HILL to reevaluate the various alignment alternatives. The study included seven alternatives, including all of the alternatives from the previous study and four add.txonal alternatives. De acriptions and cost estimates for the alternatives investigated follow. WEST RENNYDALE SEWER EXTENSION ALTERNATIVES A. Construct a sanitary sewer west along NE 24th Street under SR 405 (part open cut and part jacking and boring installation) . Refer to Figure 4. B-1. Construct a sanitary sewer north within the SR 405 right-of-way to HE 28th Street (all open tut installation) . Refer to Figure S. B-2. Construct a sanitary sewer north within the SR 405 right-of-way to NE 28th Street (part open cut and part jacking and boring installation) . Refer to Figure 5. 9-3. Construct a aanitaryy sewer north, adjacent to, but, outside of the SR 405 right-of-way to NE 26th Street (all open Cut installation) This alternative differs from Alternative B-1 in that sheeting and shoring of the trench is required near house foundations. Refer to Figure 6. 3-4. This alternative is the City's proposed alignment. Construct ■ sanitary sower north, staying outside the SR 405 right-of-way to the greatest extent possible. This alignment locates the sanitary sewer on private property for approximately 1,000 L.F. then crosses over into the right-cf-way for approximately the last 600 L.F. (all open cut installation) . Refer to Figures 1, 2, and 3. C-1. Construct a sanitary sewer north along Jones Avenue NE to NE 28th Street (all open cut installation) . Refer to Figure 7. C-2. Construct a sanitary sewer north along Jones Avenue NE (part open cut and part jacking and boring installation) . Refer to Figure 7. J NMI �` .r4� �5• ..ram ti '... � � �`.�_. _� '�: �. . :'."-� ..,� aw♦ I i Mr. James L. Lutz Page 1 :anuary 5, 1999 The cost estimates for the various alternatives are found in Table 1. Itemised cost estimates for each alternati,.e are found in AQpendix B. The order-of-magnitude estimates include B.- percent sales tax where appropriate. Several design assumptions were necessary to complete the cost sstimates. The sanitary sewer pipe size and minimum slope were provided by the City's engineering staff (".-inch pipeline at 0.004 slope) . Direct buried pipe was assumed to be PVC a..l carrier pipe within casing was assumed to be ductile iron. Manholes are provided at 400 feet spacing, changes in direction, and changes in slope. Salvaging existing manholes and pipeline (Alternatives C-1 and C-2) was assumed to be offset by added labor costa. Surface restoration assumptions are discussed in the individual routing oescriptions below. Table 1. Alternative Cost Estimates. ..................................... ESTIMATED ALTERNATIVE COST ------------------------------------- A. $664,000 B-:. $202,000 5-2. $482,000 B-3 $693,000 3-4 $243,000 C-1. $444,000 C-2. $615,000 ..................................... I The least expensive routing is Alternative 9-1. This alignment locac •s approximately 1200 L.S. of the proposed pipeline within the SR 405 right-of-way. The Proposed alignment, Alternative B-4, is somewhat more costly dua to additional manholes and easements, however, reduces the length of pipeline within the SR 405 right-of-way by one- half, to approximately 600 L.P. All other alternatives investigated are significantly more ccstly due to construction techniques and site constraints. � _J JUN 02 '89 11223 023 CM2M WILL SEP F.04 Mr. James L. Lutz page 4 January 5, 1989 PROPOSED ALIGNMENT -- ALTERNATIVE B-4. Refer to Figures 1, 2, and 3. Alternative B-4 includes the installation of approximately 1,600 L.F. of 8-inch sanitary sewer and eight manholes. Alternative B-4 utilizes open cut construction and limits encroachment into the SR 405 right- of-way. Due to the proximity of some houses to the east SR 405 right-of-way boundary ;Refer to Figure 3. ) , it is proposed that the northernmost 600 feet of pipeline be located within the right-of-way. ALTERNATIVE ALIGNMENTS INVESTIGATED ALTERNATIVE A. The design for the NE 24th Street Crossing has been completed by CH2M HILL and :s the basis for the Alternative A. evaluation and cost eazimate. The conceptual layout is shown in Figure 4. Alternative A. would include installation of approximately 700 LF of encased sanitary sewer carrier pipe; approximately 250 LF of open cut pipe Installation; and 4 new manholes. The geotachnical investigation report conducted as part of this design is fou..d in Appendix A. Geotechnical recommendations as pertain to the pipe jacking and boring operation are discussed on pages 9 and 10 of the geotechnical report. The estimate is based upon CH211, '-LL's previous design modified to eliminate the 24- :nrh stormwater sewer carrier pipe and down sizing the 12-Inch sanitary sewer carrier pipe to 8-inch. These modifications provide for an equitable comparison between alternatives. The 24-inch stormwater piping was included in the previous design as a result of the large diameter casing size recommended fcr installation accuracy (adequate space avalilable) . ALTERNATIVE B-1. The conceptual layout for the open cut alternative within the Sh 405 right-cf-way is shown in Figure 5. The worn would consist of approximately 1,600 LF cf open cut pipe installation with 7 new manholes. It is assumed that the existing 6-foot chair link fence on the east SR 405 right-of-way would require removal and replacement. J J }GM 0, Ste (M2M MILL SE. Mr. James L. Luti Page 5 January 5, 1989 ALTERNATIVE B-2. Alternative B-2, follows the same alignment as Alternative B-1., however, the northernmost 400 LF of pipeline would be jacked and bored (maximum depth of bury approximately 30 feet) . A 30-inch dialr.eter casing to ?sad in the estimate to reflect a lesser degree of casing installation accuracy (as compared to the SR 405 and Jones ^venue NE requirements) . This is possible because of the favorable invert elevation of the existing manhole in NE 18th Street. The 30-inch diameter casing is considered minima'_ in that if large obstructioca are encountered they could probably be dealt with from within the casing. ALTERNATIVE B-3. The conceptual alignment is Shown in Figure 6. Alternative B-3 locates the sanitary sewer completely outside of the SR 405 right-of-way an privet• property. The alignment is unobstructed for the first 1,000 L.F. , howevar, houses adjacent to the east tight-of-way boundary require that the trench be sheeted to protect foundations. Sheeting is limited to 290 L.F. of trench immediately adjacent to the :.ousee. ALTERNATIVE C-1. The conceptual alignment is shown in Figure 7. The 8-inch sanitary sewer would located along Jones Avenue NE connecting to the existing sanitary Sewer in NE 28th Street. The work would consist of approximately 1,440 LF of sanitary sewer and 4 new manholes. It was assumed that the existing 8-inch sanitary sewer within Jones Avenue NE would be removed and replaced with new pipeline. Salvaging existing sewer materials ldry7 would not result in significant cost savings due to the additional labor required. Alternative C-1. would result in a maximum open cut depth of 35 feet in the vicinity of NE 28th Street, and side sewer connections would need to be correspondingly deep with temporary disruption to existing Services. Surface restoration for Jones Avenue NE includes full-width AC pavement restoration with curb and gutter. Costs for additional street improvements including s'.orm drain and sidewalk have been estimated as well based upon recent requirements for the Renton. well SA pump Station design. Should these improvements be required, the cost estimate presented in Table 1. ($444,000) would increase by an additional $195,000. l� J J Mr. James L. Lutz Pagn 6 January 5, 1989 ALTERNATIVE C-2. Identical alignment as C-1. with the last 535 L.T. jacked and bared. One advantage to this alternative is that existing sanitary sower connections would not be disrupted. Due to accuracy requirements, a 48-inch diameter casing is recommended. Surface restorations are as discussed above far alternative C-1, with some savings resulting from the jacked and bored section.. Again, additional storm drain and sidewalk improvements would increase the estimated cost for this alternative 13675,0001 by an additional $107,000, The City is anxious to finalize the West Kennydale Sewar Extention alignment as soon as possible since it impacts other work in progress. We feel that the proposed alignment provides an economical solution to providing sanitary services to the West Kennydale neighborhood while minimising any impact to the SR 405 right-of-way. Please call if you have any questions regarding the waiver application or if you reed additional background data for your review. Sincerely, Mr. Ronald L. Olsen Utilities Engines cc: Art Storbo, CH2M HILL l� J I , �$ CITY OF RENTON PUBLIC WORKS DEPARTMENT Earl Clymer, Mayor Design/Utility Engineering i January 5, 1989 i Washington State - Department of Transportation District 1 Office of District Administrator 6431 Corson Avenue South 4C-81410 Seattle, Washington 98108 Attention: Mr. James L. Lutz, P.E. j District Utilities Fngineer i Subject: West Kennydale Sewer Extension Alternatives and Variance Application 't This letter serves as application for a utility waiver to locate the West Kennydale Sewer Extention within the SR 405 right-of-way. The proposed alignment is shown in Figures 1, 2, and 3 attached, and includes approximately 1600 lineal feet (L,F.) of 8-inch sanitary sewer pipeline of which approximately 600 L.P. are located within the SR 405 right-of-way. The proposed alignment attempts to minimize encroachment within the right-of-way while avoiding the higher construction costs and potential liabilities associated with construction in the vicinity of the existing house foundations bordering the east SR 405 right-of-way. PROJECT HISTORY. This letter constitutes the second waiver request by the City for the West Kennydale Sewer Extension. Reapplication for an utility waiver is prompted by additional geotechnical investiyations and cost estimating conducted in connection with an undercrossing design at NE 24th Street (designated Alternative A. in this study) . The Engineer's final design cost estimate for this alternative was substantially higher than the estimate used in the previous alternatives study and waiver application and suggested that further evaluation of the alternatives was needed. The primary reason for the higher construction cost estimate was the geotechnical investigations conducted concurrent with the WE 24th Street undercrossing design and subsequent consultations with Contractors. r f 200 Mill Avenue South - Renton, Washington 98055 -(206)235-201 Y Mr. James L. Lutz Page 2 January 5, 1989 The geotechnical report is included in Appendix A. - i The City contracted with CH214 HILL to reevaluate the various - alignment alternatives. The study included seven alternatives, including all of the alternatives from the previOLS study and four additional alternatives. Descriptions and cost estimates for the alternatives investigated follow. WEST KENNYDALE SEWER EXTENSION ALTERNATIVES A. Construct a sanitary sewer west along NE 24th Street ;f under SR 405 (part open cut and part jacking and boring installation). Refer to Figure 4. B-1. Construct a sanitary sewer north within the SR 405 right-of-way to WE 28th Street (all open cut installation) . Refer to Figure 5. ! B-2. Construct a sanitary sewer north within the SR 405 Ji right-of-way to NE 28th Street (part open cut and part jacking and boring installation) . Refer to Figure 5. B-3. Construct a sanitary sewer north, adjacent to, but, outside of the SR 405 right-of-way to NE 28th Street - (all open cut installation) This alternative differs from Alternative B-1 in that sheeting and shoring of the trench is required near house foundations. Refer to Figure 6. i B-4. This alternative is the City's proposed alignment. Construct a sanitary sewer north, staying outside the SR 405 right-of-way to the greatest extent possible.This alignment locates the sanitary sewer on private property for approximately 1,000 L.F. then crosses over into the right-of-way for approximately the last 600 L.F. (all open cut installation). Refer to Figures 1, 2, and 3. f C-1. Construct a sanitary sewer north along Jones Avenue NE to NE 28th Street (all open cut installation). Refer f to Figure 7. C-2. Construct a sanitary sewer north along Jones Avenue VE (part open cut and part jacking and boring - - ! installation) . Refer to Figure 7. 1 i r �. ter.. __._... i Mr. James L. Lutz Page 4 January 5, 1989 PROPOSED ALIGNMENT -- ALTERNATIVE B-4. Refer to Figures 1, 2, and 3. Alternative B-4 includes the , , installation of approximately 1,600 L.F. of 8-inch sanitary sewer and eight manholes. Alternative B-4 utilizes open cut construction and limits encroachment into the SR 405 right- of-way. Due to the proximity of some houses to the east SR 405 right-of-way boundary (Refer to Figure 3.), it is ! proposed that the northernmost 600 feet of pipeline be located within the right-of-way. ALTERNATIVE ALIGNMENTS INVESTIGATED ALTERNATIVE A. The design for the HE 24th Street Crossing has been completed by CH2M HILL and is the basis for the Alternative A. evaluation and cost estimate. The conceptual _ layout is shown in Figure 4. Alternative A. would include installation of approximately 700 LF of encased sanitary sewer carrier pipe; approxi,,,ately 250 LF of open cut pipe I installation; and 4 new manholes. The geotechnical investigation report conducted as part of this design is ! found in Appendix A. Geotechnical recommendations as ' pertain to the pipe jacking and boring operation are jdiscussed on pages 9 and 10 of the geotechnical report. The estimate is based upon CH2M HILL's previous design modified to eliminate the 24-inch stormwater sewer carrier pipe and down sizing the 12-inch sanitary sewer carrier pipe to 8-inch. These modifications provide for an equitable comparison between alternatives. The 24-inch stormwater p..ping was included in the previous design as a result of the large diameter casing size recommended for installation accuracy (adequate space avalilable) . ALTERNATIVE B-1. The conceptual layout for the open cut alternative within the SR 405 right-of-way is shown in I Figure 5. The work would consist of approximately 1,600 LF of open cut pipe installation with 7 new manholes. It is assumed that the existing 6-foot chain link fence on the east SR 405 right-of-way would require removal and ! replacement. I ! y Mr. James L. Lutz Page 5 January 5, 1989 ALTERNATIVE B-2. Alternative B-2. follows the same alignment as Alternative B-1., however, the northernmost. 400 LF of pipeline would be jacked and bored (maximum depth of bury approximately 30 feet) . A 30-inch diameter casing is used in the estimate to reflect a lesser degree of casing installation accuracy (as compazed to the SR 405 and Jones Avenue NE requirements). This is possible because of the favorable invert elevation of the existing manhole in NE 28th Street. The 30-inch diameter casing is considered minimal in that if large obstructions are encountered they could probably be dealt with from within the casing. ALTERNATIVE B-3. The conceptual alignment is shown in Figure 6. Alternative B-3 locates the sanitary sewer completely outside of the SR 405 right-of-way on private { property. The alignment is unobstructed for the first 1,000 L.F., however, houses adjacent to the east right-of-way { boundary require that the trench be sheeted to protect foundations. Sheeting is limited to 290 L.F. of trench immediately adjacent to the houses. ALTERNATIVE C-1. The conceptual alignment is shown in Figure 1. The 8-inch sanitary sewer would located along Jones Avenue WE connecting to the existing sanitary sewer in NE 28th Street. The work would consist of approximately 1,440 LF of sanitary sewer and 4 new manholes. It was assumed that the existing 8-inch sanitary sewer within Jones Avenue NE would be removed and replaced with new pipeline. Salvaging existing sewer materials (dry) would not result in significant cost savings due to the additional labor required. Alternative C-1. would result in a maximum open cut depth of 35 feet in the vicinity of NE 28th Street, and I side sewer connections would ^eed to be correspondingly deep i with temporary disruption t •isting services, j Surface restoration for Jones Avenue NE includes full-width AC pavement restoration with curb and gutter. Costs for additional street improvements including storm drain and sidewalk have been estimated as well based upon recent requirements for the Renton well 5A Pump Station design. Should these improvenents be required, the cost estimate presented in Table 1. ($444,000) would increase by an additional $195,000. I i r�• 4 aw AI sift• .T 4 F " Mr. James L. Lutz Page 6 5 January 5, 1989 , ALTERNATIVE C-2. Identical alignment as C-1. with the last : F 535 L.F. jacked and bored. One advantage to this A f alternative is that existing sanitary sewer connections - �111 would not be disrupted. --: 1 Due to accuracy requirements, a 48-inch diameter casing is irecommended. Surface restorations are as discussed above � T for alternative C-1, with some savings resulting from the i jacked and bored section. Again, additional storm drain and ` if sidewalk improvements would increase the estimated cost for .' this alternative (6675,000) by an additional $107,000. The City is anxious to finalize the West Kennydale Sewer Extention alignment as soon as possible since it impacts n' other work in progress. We feel that the proposed alignment provides an economical solution to providing sanitary services to the West Kennydale neighborhood while minimizing any impact to the SR 405 right-of-way. Please call if you have any questions regarding the waiver application or if j you need additional background data for your review. t r Sinrerely,'�JynJ + Mr. Ronald L. Olsen ;F Utilities Engineer i s - cc: Art Storbo, CH2M HILL i ,eb $ 4x 5 5 :� Y` 111 1 4 , .M y. � Cz TO .. _ _ /46e•r. OQl J.-) �/°•c�n, t572- Ic 47o SG2- 9L1;3 3 s , t, / P �i N 8 t. �y r r Washington State o••^•s•�^r••• -„ Department of Transportation w oar "*On Js 5S 90 s E 30 Rasa 9eMevue.WaN"nglon 9BOC7 6i62 IXK>I:b24000 Lme 2, 1988 City of Renton 200 Mill Avenue South Renton, WA 98055 MN: Robert E. Bergstrom SR 405 CS 1744 ; {. Renton to Kennydale City of Renton Permit 13409 Dear Mr. Bergstrom: In response to your request, we are enclosing the referenced permit. I Please have the permit holder sign both copies of the permit, keep one copy for your records and return one signed copy to this office. It will be necessary to hold a preconstruction meeting prior to beginning construction. When you have returned the signed permit to this office, Please call Mr. Jim Olson, 872-6470, to arrange a preconstruction conference prior to "on-site" construction. No construction work may begin, or the preconstnrctiun meeting held, until i this office has received the signed permit. Please contact Mr. Charles Smith at S62-4254 if additional information is needed. Sincerely, \yTe u1S V V Syr DAMES Ulf2, P.E. ll3n`u V � District Utilities Engineer 1M fi 19N8 CIS:dpp Attach.i, TY OF RENTON us Engineering Dept. L� { CS 1744 SR 405 i TWashington Wats UTILITY PERMIT Department of Transportation PERMIT NO. 13409 DISTRICT NO. 1 Name and Address of Applicant: City of Renton 200 Mill Avenue South Renton, WA 98055 The Applicant,hereinafter referred to as the"Utility",having applied for a permit to construct,operate and maintain a 12-inch sanitary sewer and a 24-inch storm sever in a 48-inch steel casing crossing on a portion of Stale Route No. 4pG in Kjn County, Washington, the Washington State Department of Transportation or its designee, hereinafier referred to as the "Department", hereby orders that this permit be granted, subject to the terms and provisions stated upon the reverse hereof and Exhibits attached hereto and by this reference made a part hereof: Exhibit "A". Special Provisions for Permits and franchises, Pages 1-4 Exhibit "B". Right-of-way plans entitled, "SR 405, Renton to Kennydale", page 1 ..xhibit "C'. Plan details, page 1 and 2 Crossing the centerline of SR 405 at approximate Milepost 6.15 located in tkc SE k of the NW k of Section 5, Township 23 North, Range 5 East, W.M. The location of the facility described above is further illustrated on the attached map designated Exhibit 'B", page 1 This permit shall be void finless the work herein contemplated shell have been completed before 06/30/89 This permit is accepted and approved by the Utility subject to the terms and provisions as herein set forth. UTIIIW / DEPA,R�//ATTj/1/�i11/Eyy(N�IT/OFF TRANSPO TATION • � ::. Title: pISTNICT Mal DEVELOPMENT ENGINEER Title: Date: Date: O� I DOT 1 I GENERAL PROVISIONS 1. This permit is subject to Chapter 47.32 RCW and/or Chapter 47.44 RCW and Chapter 468-34 WAC and amendments thereto. 2. During the progress of the work such barriers shall be erected and maintained as may be necessary or as may be directed for the protection of the traveling public; the barriers shall be properly lighted at night. 1 i 3. The Utility,its successors and assigns,agrees to protect the State of Washington and save it harmless from all claims,actions or damages of every kind and description which may accrue to or be suffered by any person. persons,or property by reasoo of the performance of any such work,character of maleoals used or manner of installation,maintenance n„d operation,or by the occupancy of right of way by the Utility; in case any suit or action is brouoht against the Slate for damages arising out of or by reason of any of the above causes, the petitioner,its successors or assigns will,upon notice of commencement of such action,defend the same et Its sob cost and expense and satisfy any judgment arising therefrom if determined adverse to the State of Washington. 4. Except as herein authorized, no excavation shall be made or obstacle placed within the limits of the State highway in such a manner as to interfere with the travel ever said road. 5. If the work done under this permit interferes in any way with the drainage of the State highway,the Utility shall wholly and at its own expense make such provision as the Department may direct to take care of said drainage. 6. On completion of said work herein contemplated all rubbish and debris shall be immediately removed and the roadway and roadside shall be left neat and presentable and satisfa:tory to the Department. 7. All of the work herein contemplated shall be done under the supervision and to the satisfaction of the Depart. ment and the entire expense of said supervision shall be borne by the party or parties to whom this permit is issued. 8 The Department hereby reserves the right to order the change of location or the removal of any structure or structures authorized by this permit al any time.said change or removal to as made at the sole expense of the party or parties to whom this permit is issued, or their successors and assigns. 9. All such changes,reconstruction or relocation by the Utility shall be done in such manner as will cause the least Interference with any of the Department's work and the Department shall in no wise be held liable for any damage to the Utility by reason of any such work by the Department, its agents or representatives, or by the exercise of any rights by the Department upon roads, streets, public places or structures in question. 10. This permit or privilege shall not be deemed or held to be an exclusive one ar d shall not prohibit the Department from granting other permits or franchise rights of like or other nature to other public or private utilities.nor shall it prevent the Department tram using any of its roads, streets, or public places, or affect its right to lull supervision and control over all or any part of them, none of which is hereby surrendered. 11. The Department may revoke,amend or cancel this permit or any of the provisions thcroof at any time by giving written notice to the Utility.The Utility shall immediately remove all facilities from the right of way.Any facilities remaining upon the right of way 30 days after written notice of cancellation shall be removed by the Stale at the expense of the Utility. 12. The party or parties to whom this permit is issued shall maintain at its or their sale expense the structure or object for which this permit is granted in a condition satisfactory to the Department. 13. If the Utility infers into IS canlract or agreement with a contractor to perform the work provided herein to Fe performed by the Utility, the Utility for itself, its assigns and its successors in interest. agrees that it will not discriminate on the basis of race,color,sex,or national origin in its choice of contractors and will include all of the nondiscrimination provisions set form in Appendix "A" from Title VI of the Civil Rights Act of 1964 and Section 162(a) of the Federal Aid Act of 1973 (23 U.S.C. 324). and as said Regulations may be amended. Breach of any of the above nondiscrimination covenants shall be cause for cancellation as herein provided. 14 Any breach of any of the conditions and requirements herein made,or failure on the part of the Utility of the permit to proceed with �je diligence and in good faith after its acceptance,with construction work hereunder, shall subject this permit to cancellation as herein provided. 15, The Utility pledges that performance of routine tufting and trimming work will be accomplished in such a manner that the roadside appearance will not be disfigured. When major work is involved, or damage to roadside appearance may become significant,the holder shall secure the approval of the Department in advance of the work. DOT ratl,.:n ei:—av in f ( a SPECIAL PROVISIONS FOR Ank TWshande. v g10 Sb• PERMITS AND FRANCHISES reanl al Trrr4*winun PermiG)&aoW(6^e No. 13409 Applicable provisions are denoted by (X) © I, No work provided for bma. shall be Pnllormed u nl the Utility m granted ..honaabM by the 0...Moment S representative e $end correspondence to: Nam No. District Utilities Engineer ad,oa 15325 SE 30th Place, Bellevue, Washington 98007 A Na. For prelconstruetio.: conference call: Mr, Jim Olson, 872-6470 Telephone © 2. A copy cl the permit m IranlhvI must be on Ine lm,site and Dro!Med'Ipn the elements at all Irmas drum,levy o1 be construction authorized by said permit or panatela wehn the DepagmanFE n,nLOF way. In be event an,..'squ ll,repn:-1-way mark.,, lenc<01 ovoid reel ea located within the ammo 01 this protect and will be dolurbad dwmy convlruc4oR Inane JemE well C¢cerolully removed pear 10 conalrucbon and,cowl or replaced at Ine cenclumen ul c...nrCgn d'be aeb5lac e� ,.an or the Dthee. 111 All s e cr and yre¢ control r to co must be mainland in Winston during construction e Oamlm ly 4 Prior to consteeleen,the Ul Jell Shall contact In,Department a IeP,embe rve(listed lu'dµell5pe Stood,pecial Numbersion Jeal Dyed tbv I^n DIOI¢cl, .1 purr., cenlel m%1 barmy xeMn'be p,%gal le oils In Ibe even) any mbsencmy a an a w O destroyed eOcrY b-11 be take,aby the Dolor pe^r 5¢I r IO r¢DI]Ced epY In..Department a l the Im.Set the u kpelnev ri l the uUldely.altered.o.'miPed n. barely © 5 In the coneyucnon and O enenance of rhea laobly,the Uldev shall comply verb thegu and Iraanitill n U cfom oolm"IY fO Control lre DeOadmmll s epresenlad IN9hways II determined neces.:ary by the DeVarlment.Ine Utility shell suborn A a1 p live to, rippool".. 10 1.,'.rll wean, %manlenence operations © 6. Tle Utility shall nobly the Dep,rlmenl'S representative upon co J nil eon of the work under thmPoO^mitul pM Ilanche3e ao Ina,a tiller lnaYacleM:en ..a. d dine aingmaetl erase o n la theI plans currier UI,,tSS ave been a,ev..ad dwengr a dlhencomae I.1 conalrucbanlan at'e bnal loceleon or ralocayon of alit q perms k� ]. Print to the bag mmm)0l conduction.a preconstmctwn cad,force shall be held al which the Depnlmml eve the UIIIIIy wit nu engineer 1q contractor, and Soared, aria be present. 19 d. Should the UINIY choose to pe'In,m the work oaNe nd herein with other plan ern own ber ail a representative of the Utility sell pa present et all limed wnele the conslrvchon n ^Dlopless unless"Parini aUmed to by Ie Department All cooled between the Deporob eel and the Ubld,a onboard shall be through In'le warib five o1'he Utility Where Ile Utility chooses la pellwm Ine doh with ea own trances it maY elect to appamt one 01 eto empl.,eas enraged in the c.eir.cbare sa A repriath at-v. Faeule to comply with this provision Shall be grounds 1. •eatnclen, any tonne'walk U': Ine Utility within the right ob way, until seed regunemenl a zeal ❑ 9 The Unity agrees lO schedule ale with herein referred to and par101m aped work in Such a mannm as nor to delay the Departments Oran."",in the do,ormence or his comracl ❑ 10 Th.Utility agree.that when placing Its laceey within any Portions of the roadl the trench shall be backhUed in bondable,lsYern not 1.Ucaed the loose thickness be.ecoppll that red Icanot less rs I the van 1.12 95 Ve cem"am I thelma.mum dmol,ascde¢'mead o archon r auraa.porch.ontrol I..,a layer The tna ebm backldl snarl be cn, a ° m more content o1 the back l material a1 the time OI compaction snan be a3 speclleed by the Department In no case well"x'alen lal9eny be allowed 9 a.m. and 3:30 p.m. and no wank stab be .bowed on the ® n Work shad be repricedto r sup between nphi-o.wey SalurdaS, SundayB%Holldeys unless chillers aulboniad by the Department ® 12 II orommmed m,...or,by Ina Dabotoorm,an,or ell.1 the encavalee materiel dhoti be namoved and le,l.O.d wish miracle mnlmml as Specrbee by the Department 13 Who ever deemed necessary by the Department Labor and d or and Ibe D olvic on.1 the Nly.ol pay.ment,Pre 1s des of the nIran"(ol beaOval6on)shall be adeyunaW up poled to educe the hex rd to workers and prevent and damace by clack.,settlement.all In the pavement No alnat.pork In the trench or....St...,be well be allowed until r� Iha requirement a met hall ad a. in NO Won y la C,la0kng 01e wb the¢h Shaul be co vodread wlln lumb¢role rother material of Suficent ind the Or pipe m StrenYh to wlAeland the lead o11Mgo,,,,t mi,.l thet van.,ahl Mir, ,pl a not to M1A be backn9ed wen material eaah night. ly 15 All slopes.slope tralmam.1cY Or,olden.. pees etc, dglurled by this Orenllon shall be realwed 10 her,on9mel croak section and Ondlcon All an Imncheb Shall be marked by..,..no Sipe.pnncadek lights and if race5sary,Ilapm¢n She'be employed Im Ibe purpose Or 1q ......yn9 the yevellny Dubbc NoedUde operStrona Shall be specified by the Departments rep,esenlalrve clude qe 16 companyPname.II porn,-1 cab'S dantil,"I nn.leloDeber lm Coarser d Where .an' '9 number clearing- Ielhhe mmaark.,td thebbne n to.' aluere Shall be 44lmi A0 as 10 memmras nrellarglle web maeteece op%aroma Markerem the alliance shall also be placed al all che9<s In mft,m distance lem r.,hi pl'way in. o,cenlerhne at h)hway DOT Pride I EXHIBIT "A" air»o`e,n I� o...I, L J I —e.3 Ly n In the event mal conauucum an.i maintenance of me highway laC.Lry within the Pub-hor of me Chill,installation beco mes oecesaery during me pen hK n ted whe Uttley wdl OCcC.1 a Wt.,1 Ot the right at'aay,.I is Capreaely und,b ood he,,upon regueat Iron the Department 4,......m e. tell the UI-h y w111 Wemplly ido,11 and 1o41e by sargOle Leld madmge any and all of then underground facilities ad that the Department Or is ti contractor tin be luny ...weld at all harks Of r,, precise location f ® IB. The shoulder, where Clear", shall be surfaced with Crushed surfacing top Co depth,or aS dnaclad by Ina•DeGarimunl's represenlalrve The mace Of the Imghe IrShoulder aha 11 4 down from me re rut compsehad the rate of a 02 fool Swy QL(� lyat 3 �y wade o pueared at par fool tin Sala olnawi 5MjM1?laTaleuesl[efa.Lappulrb.r V l f'�llldr %&JE V eachons leas than 2 P.,wide Th. restored ano�der anon be aN aced with Il4l I l J111I13ifT L[J V I L 1tLl ® 19 All C,...n(e Of rChad mle•seClror,..,faced w th oA,aSph.11 Concrete oavemenl or Came.'cal le pavemanf ahall be at COmplehed by acking, DOrmd.Cn sugaring the Cable f pipe under the roadway, unless apeCd.cally prowdwd.w pearwee under special proy.Mon n0 21 ® 20. The cable W pips Shell be plaCfd wdhm a Suitable enc...menl as Spec,lied on the.".Chad eahmee Sam encasement pipe 111.11 pit 1.Ik.d, bored,or Augered through teeth grade wan a m:n.mum depth Of 5 fast iron do OI Casing 10 finished road grade and a m.mm..m o19S feel of deple rum poBOm .1 d11Ch 10 lop Of casing ❑ 21 Open trench conaM1utleon add b.e allowed Only a:those Inca Loos mem.bed tin the plan lxhrblls end..Lsled on Eah.bo(a) with raslorel' n to be pelloned as noted on the attached "Open Cul Emhel` Leh,b,. '{❑Y 22. No routine maintenance of this facility will be allowed within the Imeled access area ay 20. Routine maintenance of this SIC V wN not be permitted from the tn•wgn panm roadways Or romps o' + qOj and a'I service m this facility w411 be by access from 4Pan..1a1CC A", ' ❑ 24. Bond Coverage required 10 Nk,,.proper Clw IC.rC•wall all term.and conalNma of said permit W fail welt be furneahM by a Blanket Surely Dond held al HPadqusrlera in Olympia ❑ 25 The Utility Viral'Nome to the Dep.rhased or the amount OI S sinal,bond carmen by.thowly compa.y aulnon,.d to d0 buam.a.in the'hale of W.sh.,j..h Or nn..Crow account with a bank approved by line Deporinant,prior to Start of cookiuclmn.l0 ensure r compea toe with any and all ur Ina terms and conditions of this permit or franchise Sa-`no.dlaccoum to:emam in force lot a psrmd ending One year after dam of comnleuOn Cl construction ❑ M The Unhly agrees fo billy the aenwl I'ne. covered by this fencers. In Scheme Qafae. "A" and "B as deemed on attached Eehdhl edhe,al lh. lime OI reap,raConArvcnOn of the line,Ica Ina'pompon of""*to ba•ecroslruclOO,w prior to expiration of this franchise. ❑ 27 Th.L111e1y aW..1.bury the 9er.w1 I..N COyered by this franchise in Scenic Classes"A" "As "B"and IN"BR ae Claimed on allachea Exn1g1 .1 In. term the pole owner Pan.,'IV bchly, ❑ 28. The Ufddv Agrees to bury d relocate aerially the easing overhead linen an Scam,Cie.,.. AS and"BX' A.pnbnsa ch attached Exhibit __ _10 A IocabOn aGcepbbw to the Department either at Ina lane of major feconebul of the Ire.IN the portion o1 Ire to be rtchm9rvalad.W prior to the expual'On or this Irannh.se The existing aerial Imes may remsn'.n the"present 10Ce1.M d acceptable to the oaparlmanl 29 The Unllty agree.10 be reaporaebfe IN any construction oehoenc'es as a result of the roadway installation ❑ JO The Uhl'ly III be regrind 10 mamueh one way baN¢ during A keg hours and two way hall at all other limes (Continued on page 3) DOT axo loeam.'.;�. palm EXHIBIT "A'1 V I SPECIAL PROVISIONS FOR PERMITS AND FRANCHISES (Continued) X31. The Utility/Grantee, its successors and assigns, agrees to protect the State of Washington, its officers and employees and save them harmless from all claims, actions or damages of every kind and description which may accrue to or be suffered by any person, persons, or property by reason of the acts or emissions of the Utility/Grantee, its assigns, agents, contractors, licensees, employees or any person whomsoever, in connection with Utility's/Grantee's, its assigns', agents', contractors', licensees' or employees' construction, installation, maintenance operation, use or occupancy of the right of way or in the exercise of this operation, use or occupancy of the right of way in the exercise of this permit/franchise. In case any suit or action is brought against the State of Washington, its officers and employees arising out of or by reason of any of the above causes, the Utility/Grantee, its successors or assigns will, upon notice of such action, defend the same at its sole cost and expense and satisfy any judgement against the State of Washington, its officers, or employees: PROVIDED, that if the claims or damages are caused by or result from the concurrent negligence of (a) the State of Washington's agents or employees and (b) the Utility/Grantee or Utility's/Grantee's agents or employees, and involves those actions covered by RCW 4.24.115, this indemnity prevision shall be valid and enforceable only to the extent of the negligence of the Utility/Grantee or the utility's/Grantee's agents or employees. The Utility/Grantee, and on behalf of its assigns, agents, licensees, contractors and employees agrees to waive any claims for losses, expenses, damages or lost revenues incurred by it or its agent, contractors, licensees, ` employees or customers in connection with Utility's/Grantee's, its assigns', i agents', contractors', licensees' or employees' construction, installation, maintenance, operation, use or occupancy of the right of way or in the exercise of this agreement against the State of Washington, its agents or employees except the reasonable costs of repair to property resulting from the negligent injury or damage to Utility's/Grantee's property by the State of Washington, its agents, contractors or employees. X32. This permit supercedes Permit No. 12539. X33. No excavation shall be allowed within 10 feet of the edge of pavement. All excavations and/or equipment on the right-of-way shall be separated from traffic by traffic barriers, subject to review by the Department prior to the start of construction. X34. In lieu of a surety bond to ensure compliance with the terms and conditions of this permit the City of Renton agrees that the Department may effect reimbursement of the amount necessary to restore the highway from the monthly fuel tax allotments which the City of Renton is normally entitled to receive from the Motor Vehicle Fund, and in accordance with RCN 47.O8.090. EMIBIT "A" Page 3 PEPMIT 13409 w ^ p P' �V YE .. b SPECIAL PROVISIONS FOR PERMITS AND FRANCHISES (Continued) c M. Use, by the Grantee/Utility or its contractor, of a ground piercing device to -tr place casing, ducts or carrier pipes under the roadway of a State highway will be at the risk of losing the device if it becomes disabled. Excavation of the roadway for recovery of the device shall not be allowed. �,•k X36. Construction of this facility will not be permitted from the through traffic •`"'` roadways, shoulders or ramps of SR 405. All access during construction shall `. be from outside the State right-of-way. `"- X37. no limited access fence must remain in place or temporarily enclose the work area at all times to prevent access to the highway. X39. All slopes nest be seeded and protected from erosion until vegetation is reestablished. ` X39. The Grantee/Utility shall be required to maintain traffic at all times, no lanes or ramps shall be allowed closed. X40. Special Provision No. 32 shall remain in effect a minimum of 1 year after _� - completion of construction, or until it is determined to the satisfaction of the Department that no damage to the State right-of-way will occur, whichever i is greater. X41. The responsibility of the Grantee/Utility for proper performance, safe conduct and adequate policing and supervision of the project shall not be lessened or otherwise affected by Department approval of plans, specifications or work, or by thr presence at the worksite of Department representatives, or by compliance by the Grantee/Utility with any requests or recommendations made by such representatives. X42. The utility shall install detector tape or cable 12 inches above the underground facility. The tape shall conform to the standards of the American Public Works Association Uniform Color Code. EXHIBIT "A" Page 4 PI MIT 13409 ar. .v�mmmm� •�rmrr� ••�� m�mi�l tiilm��mms r' 54 •1 j Y � F 1 f Y.R • r� I T• 29N.R.SE.W.M. -„ � - 1 i VOID eeroo '°` 1 Nui •e s'� A 1 a•b. . O i �— N � ca �° ; EXHIBIT wNncwowxw °°° w - � r � PERMIT /3409 , �E1� ar>aRa a..N 'Rr' -"�N i ..x.u°.r• I -_.e PAGE 1 M1URRi a• ' � `�► fir. R E N 171 O N � —1_ ] `r Rf 104 N K W A w.. Vn w�nw VOIIE11.00 o..rl.rss«s a•ax.....R Yiria. ZZ ^. yYp']j9 00 �' 12,1MM SNNITMR SMR CR48 lmc�R ` 'U Y ^� .. RR Mot srm unc wsslw - - L, z aNkaT (kIKR TO EMISIT C-1 N R 6 15 I -� I m j R A E e' { t1'11NM 9fOEY 90At]N R L 3' NI 1 I w. Y �¢� 4 A I � 1 Rh V , � r r.• � I t l ,^ A pi NE. 24m SL FO aas .. s n i ."� - _ �.�.... ,.....•.. sue•�— — ...• �..— - - _ �� ..y. NE 24th T ' f(. u g WWII A ui uj �s a axnrerr L'G+. N.E. 24th ST. Tl— ti g i�(t1i «.,c � NE_241h ST, � l J 1 • x.Yy N,...M r:xr •x;x ter_�,1•N,,. w rAA\S SYr i •pi i +F y�. t ,Y' V •'i�. ' I y r I�N i } r Washington Slate BefferAblillill �» GP wa Department of Transportation lemretarr i�rlaPartMlen i Dnt,lct 1 o1flCb of Distnc1 Aar111n16VatU1 6431 Corson Arenme Soulh CC-81410 Seattle. Washington 98108 206 764 4141 December 16, 1936 nEC 1 e i City of Rentcn 200 Mill Avenue South Renton, Washington 98055 Attention: Donald G. Monaghan i SR 405 CS 1744 Renton to Kennydale City of Renton Permit 12539 Gentlemen: In response to your request .ve are enclosing the referenced permit. Please have the permit holder sign both copies of the parmit, keep one copy for your records and return one signed copy to this offl cr_. It will be necessary to hold a preconst ruction meeting prior to beginning construction. When you have eturned the signed permit to this office please call Mr. Jim Olson, 872-6470, to arrange the preconstruction meeting. No construction work may begin, or the preconstruction meeting held, until this office has received the signed v rnit. Very Cruly yours,. J S L. LUTZ. P.E Djrict Utilities Engineer JWJ:ss Attach. 1 a 4 Y- pr hF. i '1T 4"s i PUBLIC WORKS DEPARTMENT _ DESIGN/UTIU1Y ENGINEERING • 235-2631 0 ' MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH.98055 90 b' 1 ��TEO SEPt 6N'HFP BARBARA Y. SHINPOCH December 23, 1986 MAYOR Washington State Dept. of Trans. District I Utility Engineering 6431 Corson A�— South /C-01410 Seatttle, WA 98108 Re: SR 405 CS 1744 Pensit 12539 Dear Sir: Enclosed is one signed copy of above referenced copy of referenced permit. t We do not anticipate going to bid until Spring or Summer of 1987 and will schedule the pre construction conference with Mr. Olsen at that time. Very truly yours, David R. Tibbot Project -.ngineer ORT:jw I a` t i �. �. CS -. SR T stow , >i UTILITY PERMIT PERMIT NO 17539 DISTRICT NO. 1 Name and Address of Applicant City of Renton 206 Mill Avenue South Renton, WA 98055 The Applicant, hereinafter referred to as the "Utility", having applied for a permit to construct, operate and maintain a 12 inch sanitary sewer main crossing, with 24 inch steel casing on a portion of State Route No. 405 in Kirg County, Washington, the Washington State Department of Transportation or ifs designee, hereinafter referrer to as the "Department' hereby orders that this permit be granted, subject to the terms and provisions stated upon the reverse hereof and Exhibits attached hereto and by this reference made a part hereof Exhibit "A" Special Provisions for Permits and Franchises, Pages 1-3 Exhibit "B". Plan showing access entitled, "SR 405, Renton to Kennydale", page 1 Exhibit "C". Plan details, page 1 Crossinq the right-of-way of SR 405 at approximate Milepost 6.15 located in the SE of the NW 4 of Section 5, Townshio 23 North, Range 5 East, W.M. The location of the facility described above is further illustrated on the attached map designated Exhibit. "B", page 1 This permit shall be void unless the work herein contemplated shall have been completed before F/30/87 This permit is accepted and approved by the Utility subject to the terms and provisions as herein set forth. UTILITY DEPARTMENT OF TRANSPORTATION By By Title'. Title Date Date DOT Ixl A _J I 1. This permit is subject to Chapter 47.32 RCW and or Chapter 47 44 RrW and Chapter 46034 WAC and amendment$ thereto. 2. During the progress Of the work such barriers shall be erected and maintained as may be necessary or as may be directed for the protection of the traveling public, the barriers shell be properly ghled at night 3. The Utility,its successors and assigns.agrees to protect the State of Washington and save it harmless from all claims, actions 0r damages of 0r ry kind and description which may accrue to or be suffered by any person, persona,or property by reason of the performance of any such work,character of materials used or manner of installation, maintenance and operation, Or by the occupancy of right of way by the Utility, in Case any sun or action is brought against the State for damages arising out of or by reason of any of the above causes, the petitioner,Its successors or assigns will,upon notice of commencement of such action,defend the same at Its sole cost and expense and satisfy any judgment arising therefrom it determined adverse to the Slate of Washington. 4 Except as harem outhoneed, no excavation shall be made or obstacle placed within the limits of the State highway in such a manner as to interfere with the travel over said road. 5. It the work done under this permit Interferes in any way with the drainage of the State highway.the Utility shall wholly end of its own experts,make such provision as the Department may direct to take care of said drainage. & On completion of yield work herein contemplated all rubbish and debris shall he onnodiately removed and the roadway and ' - a+ 'e shall be left neat and presentable and satisfactO- to the Department. T. All of the .vark hen contemplated shall be done under the supervision and to the satisfaction of the Depart ment and the entirt +-per a of alit supervisor, shall be borne by the party or parties to whom this permit is issued B. The Department hereby -eseo es the right to order the change of location or the removal of any structure or structures auth Orited by ihis permit at any time,said change or removal to be made at Ina sole expense of the party or parties to whom this perms Is issued or their successors and assigns 9 All such changes,reconstruction Or relocation by the Utility shall be done in such manner as will cause the least interference with any of the Department's work and the Department shall n. no wise be neld liable for any damage to the Utility by reason of any such work by the Department, its agents or representatives. or by the eaeraue of any rights by the Department upon roads streets, public places or structures in question. 10 This permit or privilege shall not be deemed or held to be an exclusive one antl shall not prohibit the Department from granting other permits or franchise rights of like or other nature to other public or private utilities,nor shall it prevem the Department from using any of its roads. streets or public places, or affect Its right to full supervision and control over all at any pert of them, none of which is hereby surrendered 1 t The Department may revok y,amend at cancel this permit or any of the provisions thereof at any by giving written notice to the Utility. The Utility Shall immediately remove all facilities from the right of way. ,.Y facilities remaining upon the right of way 30 days after written notice of cancellation shall be removed by the State at the expense of the Utility. 12. The party or parties to whom this permit is Issued shall maintain at its or their sole expense the structure or object for which this permit is granted in a condition satisfactory to the Department 13. If the Utility enters into a contract or agreement with a contractor to perform the work provided herein to be performed by the Utility. ins Utility (Or Itasu. its assigns and Its successors in interest, agrees that it will not discriminate on the basis of race,color,aex, or national origin in Its choice of contractors and will include all of the rt ond.scr,mination provisions set forth in Appendix 'A" from Title VI of the Civil Rights Act of 1964 and Section 1E2(s) of the Federal Aid Act of 1973 (23 U S.C. 324). and as said Regulations may be amended Breach of any of the above nondiscrimination covenants shall be cause for cancellation as herein provided 14. Any breach of any of the conditions and requirements herein made, or failure on the part of the UPlmty of the permit to proceed with due diligence and in goad faith after its acceptance,with construction work hereunder. shall subject this Permit to cancellation as herein provided. IS. The Utility pledges that performance of routine cutting and trimming work will be accomplished in such a manner that the roadside appearance will not be drofigured When major work Is involved, or damage to roadside appearance may cocaine significant,the holder shall secure the approval of the Department in advents of the work DOT n«..titii.i�i:Xl, w. ar Aft SPECIAL PROVISIONS FOR 7 ems"';'�',�,.,.,d PERMITS AND FRANCHISES Fle,mit )IRKUeM1,9'e No. 12919 Applicable provisions are denoted by (X) I NO wort P,mOM,Iw harm anall be Whi until Ion Utility le granted eutnontebon by Ins Deperlmem s r.Or AAS,ral.ve Tommy send correspondence to: Tore District Utilities Engineer AM,AAA P.O. Box C-81410, Seattle, NA 98108 Tas,"hm.Non For preconstruction conference call: Mr. Jim Olson, 872-6470 © 2 A copy.1 me Parma a heath must be de me IM dill.and p,pucted van Illy.1e ll,.1 sit times aunrl9 my Of the construct.eumonaN by sera permed or lnncnue wunn the DONnmee,A ngm-OI..Y © 3 In he event any ImIth L r.pm OFwN mertq, has or gaud rnl .IOCNN within the limits of this protect and will N duturc.during W almcton In...nema wan docarefully remarad In.10 conavuctim And nNl or "faced al the conUusr.of construct.to he aatRtec ton of the DepMment Arr egad And VaNrc control devices must be maintained rn "..from during con9ructmn © A Prior to cOnalmcu..Ine Utility atoll contact the Dapanmanl A representative( at"under Shai Proral n Number 1)1.Ncetlun In.ball..", 01 Oury l<O..IrO1 'crumbles.within the plow I..,. In Me event Ny mtnumNlo rill N AIINN,damaged or destroyed by Ina prOlecl, .WW..u.Action will be Taken by Th.Depa,lmenl prror 10 c.atruce..10 relers.ce Or reed, n mMU~,. An,monumNls Cloold carried" Or Nalso," 0, the Utility s JpNabon will be raNl Or replaced by the O.p.rtm l .1 ton No upNN Or Th.Utley © a In he com.,Uctlon and pr man,Noce Ol inn faulny.the 1111hty shall comply with the Ali on IMdam Traits Control Devices for Slreeu and ,,maw,. II Nlumw"oepsYry by the DNNmNI.the Nd.ry shall Submit a aW,,g and tall carol 0.1 TO 1N DNirlmMl's replOeno Ine for Npovel pone to coNlruchirm or msmteNnce, ogrWMe © a The Ui1NY Shi richly the DNonman(e mAgyNAma,.W upon compNton Of In.work undo this Worst M franchise Oo Th.,A Thal trap ssi Can N made and shall Immem.op,rormen to he District UWmea Eng.n~A rinsed nlncnse or MIT.,"am of he 4na1 location or relocau.ar N. I�1 A,, ono .1 the ni mill hanClpe o,permit plans have beei reined during The .:purse OI con.vuctmn p1 y P. r to the beginning or constructron a Misconstruction cmohnence Shall be road at whi the Department end Ill.Utility and 0 A ergmi. p contractor. end m,pas shalt bw by...Or Ijl 8 Should Ion ITlrry cooper,to pMam the work Oument herein with other IMn It.Own orcee.A representative 01 the Uln.lY Shall be press.,.1 a!1 tms,wed.the OMttrucrom I.so Wm,i unless mherw..e.geed to by the D"Olm t All Contact MIraM the containment and the U1161Y A I,om, City, be II..ugh the representative OI Ion u,iji Where the 1H.INy MMNe 10 ItrlMm the TrOme wan.1.own rorcr,a..l may sleds Ip M,lm Me or It.emplayNs Ngeyea m the construct..ee na representative FailureTO comply with this Monsl.Shall be grounds for restricting any further work by I e UI.u1Y within the nghr'Of way unit data rpu.emMl .s met. ❑ 9 The,UIIhtY W...to Schedule tin.ii Mom ntmed 1.and platform A.W...I,such A manna AS not le M AS the ordainment A contractor so Ion pMwm.nce Of his cordially ❑ ID. The Win,.gr...that whom posting.,.facility within any patrons of the rOadbi.in*trench shelf M beC'..:.:A,in hanOnnl I.YaS Tot to blk'.e" B mcM*in IMse thick,so$.N 'noNS.CNt that n I of the top 2 root nor,profile glade Shall out er it*ad A Inches inIMSw Thickness Ean lays Of on an Itis batkhll anal be compacted to not 1*30 1man 95 percent of The maximum density as daammed by cOmpridlon control le... Th. moisture content Or the NCkrtl material At The Time of compacl.On shall be as spectnd by Ih.ONarlmenl In nO case oil'w.l.r..Irish, be .IlOr.d © I won min be reemclN m the hour.NI."h 9 a.m. and 3:30 D.m. aid no work Shall be Allowed On the right of-way Saturdays. Sundays or ebbdrvs muse .marine amhonaed by Ins Drier,hen, © 12 II daamm"necessary by her Detainment any or all O...Needled material snll be removed and replaced.-Th sutame material as SpK.hN by in.Department © 13. Whatever deem.d mece...I,by In.Dagenmam 01 uba and IneW.rnea aria or In.Department or Transport lot In...let,of me worker. and Ion MMetlron O1 to.highway Niel..Ine rdory 01 In.iron.(or eKaromm)shell he ndapuaay fupporls,10 reduce Ill.island 1. workers and proven,any damage by cracks sel,lemer, etc to the pavemenl No other cork in Ib harsh or excavation.TOO will be allowed until f� ,I..om.Odo n, I. finer µl A T,.ncnes Shall in,b.cfilund.....i.a possible Wind he laying of pipe or cable No peen lrcvons$hill,N ten overnight This includes Scrmg or Ifirl doe whKh man be cover"with lumbar or Omi medal Or.u..cnm aremi 10 w.IMlard Ion lose of highway traffic.1 the Mt n nO,lO M bsckfdl"with muen.l each night ® 15 All.,We...ld"lr..I.ni.top sot.dtcMa pips..etc', alaWrbad by lhn OpaaNr shell be rssla"m Ihert onpma vote.sows and condition All Open tiancnee anal be marked by watnfn9 signs.Mrr.cadae.Ip...s and if necessary.flagman They be employ"for In.0,1OO..Of `• r� p.Ofectn9 In.Turam, Public RO"a.d. mrsnlwM ehaty be aperni by Ihe D.Wnmantb aprt Senturve 56 18. WTKo Sp01..M..maMaa aNII h.plan"At Ac_n right 01 bon for all crossing&And mi c"eroy 5ro feel for longitudinal Imes 10 incluO. co.epanY name.ph"mr,or cable identification.IPAphom,t urnba tot contact.and the dlaanca vcm fish manta to Ion Lne In Teel Merkas shall N plai"m as fc mlumae Interference with maintenance Operations Mande shall also be placed e an changes in offset distance from right Oars, line or cNiorlrn. 01 highway DOT or.a. page I EXHIBIT "Arr J © 1] .at.ff..,the!cMarrucuon and oor ah,l Of ire Ngnse.y 1.1101 wnnm Ina Droumnv of he u1Ji4 in.l.",bOr OeGomea nr art aermp Ire Pel W14n Me WOMY NIII OCcuDY a pMiN of Me rfghl oPway.u n eagNalY unW,boo Incr.upon ra of al It,ants OaparNlM1 equban Ine the lIDI111 wdl pOmptlY rda"t"and'"lo.by lo,lble held maMmda any and.11 Of than rp undaround le[tlmee so'he'Me Department w Ira corohrt cm be lulb applused at all nmae 01 i15 urecne locahon 4 leCOe.minimum Oh"ll ® IB The ahousan, mere d,flobed shell be sunecaa rrn cbsh.d a',mecmp IOD Course bash or as dnKled by he DapartmNl'a IepraeNNnva The aurbce of the Imnned shoulder snap slope Olsen from the edge 01 oavamem at IM re1.Or 0.021.1 pat 1-1 umaae orferwna MrWas Th.r..Ior.d ehouldw must not nee any amp.w aecoone Iasa men 2 feel wade Tne reslwed tlt eat shall be abuses w-'%a tori al similar to original shoulder. ❑ Ig sus.bump.of total lnlareacnona eur'losornn of asphalt omcrab P-T.h l w com.l concnu..YamNl anal YI.Ccompllened by Pcnmq "piny w auONing the cable w wN under the rwdw.y. unNu epecdlcally pOu,d.d lw olhewlN under NKIs1 woes.no 21 on p fasted.w au�NM lhr.0 M.rep ray 91.da warn a mM+stem"of'Or 5IN drawn"Of lea p to offer,I means sae and a mMNrlulm p13h IN1 of dabln hmn bor".OI doll 10 lop OI CJnnp he Plan ❑ 2r OWnralwnito be ipenwmedl . n.. .eonpuns elNchet,bops Cut Defeat E,bn Ihtbo a—=mbns and s be!N on E,mnn(a) eer — _s ❑ 22 Ro rouuN memtenance of 1h..IKndY se111 be snored semm1:1.Ionise access me ❑ 23 Rouen.TeInIM�..be of!nle I.u411 tall net be hy,no so tro.the Mroupn IremC...be...or r.mpe o1 SR 405 end.II aervlce 101N. Iaceny .m be by acu.. 'to, outside the State right-ot-way. ❑ 2e BMO Cou«ape rebulrea to ensure oropal CwnDlNnca wain all Items and<bado,we of sand parmn or trencho...,I be lurman.d by a Bunker Bony Bond raft, .1 IlaedWanera In O!YmbN Dbyf a safety barb written by a...... ,ohno ny aumontN m do ❑ 2b. The lnnlry enail de 1O me DNIt or ml m Ire amoum 01 S Wanes.m Me$1.1.of wa hunp1on w an aYror eGcount wars a bank epWovN by iM Departm.nit Ish ten elan of or .iru ubb Ib on. Cwnplunca wdn.nl an<-II OI free lean.and cMdmMa of mN pMmd w nencnlN Sad faOnO w<oum to roman In force far a pMfOO endlnp one Yaat after data OI cdnpl.11N or conbr.010m ❑ '�. TN UINIY aYNP tadh.at M.frm.I.1 mew rKwlel eChonla01 In-cline for Mat pore.Oa 1 haft 10 N rKorb lrucled.M pr.d O..pue11011011N. Inn:hoe ❑ 27 Th.W.1.1, oW...t0 bary Ins eMnl hales Covered CY Mn I1.10NN In SCenIC Classes 'A . AX "0 and Or"BX ,as d.hned on attached E.Indal at the I:me IM pole owner bungs la IaclbtY ❑ 2B. The U1111tY adrNat to buty,Or raintoloy O a IOCMIOaI plabN tOYtnaeDpennmMl.,a1n.d.1 Me on cor Ih000r natnfl Cn OfBthe Im.t,1 III M ob ft.or.he to be recbnu.uClad.w M1ar 10 Ine nmr.hml of Thus l anCNse Tna ePabna acne'hh..busy resent m net pr....I'.arton II.cnpuble to bus Dap.nma l 2a The Wloy .grass 10 be r.aborubl. for any constr.Ct-bn dtllus,C,N as a ra.ull O1 the roe MeY Inetallatmn ❑ ]Dar The Wllity anu be 'Kulfvd to mentun Oee ray hen¢ Ouring roralng hours ad taro-.1Y rent M ell other "rose (continued on page 3) DOT r 1oftIOe.a:f"" Pal EXHIBIT 'A" i �,� FRUYI SI N:�,a;gk Pi;yw. 'NO FRANCHISES (continued) x 31. No r, shay. oe dllowed within 10 feet of the edge of pavement. All excavations and;or equipment on the right-of-way shall be separated from traffic by traffic barriers, subject to review by the Department prior to the start of construction. x 32. In lieu of a surety bond .to ensure compliance with the terms and conditions of i this permit the City of Renton agrees that the Department may effect reimburse- ment of the amount necessary to restore the highway from the monthly fuel tax allotments which the City of Renton is normally entitled to receive from the Motor Vehicle Fund, and in accordance with RCN 47.08.090. x 33. Construction of this facility will not be permitted from the through traffic roadways, shoulders or ramps of SR 5. All access during construction shall be from outside the State right-of-way. x 34. The limited access fence must remain in place or temporarily enclose the work area at all tires to prevent access to the highway. x 35. All slopes must be seeded and protected from erosion vegetation is re- established. x 36. The permit holder shall be required to maintain traffic at all times, no lanes or ramps shall be allowed closed. x 37. Special Provision No. 32 shall remain in effect a minimum of 1 year after completion of construction, or until it is determined to the satisfaction of the Department that no damage to the State right-of-way will occur, whichevr- is greater. x 38. The utility will be required to place locator tape or other device for future -_� location of the utilities facilities within the State right-of-way. EXHIBIT "A" Page 3 PERMIT 12539 4 1 _ o- Ll - - I I 11jt µllt Il1A I � its r•V n.a I'331• 11 :,I,t I� I I I+� I �. re n � F rTi_. Cam• ww`,S -f` �o Po� C�.•i �, �'b �` I n I ! (YIS>/%E//Y MLW S,rN YW MNYI MMY3 '.. ZGO 2 _ .YFlIECC —� � yj� I`Silfa(IiIY ZZCJ— %.rp.W le 1 L.^+yCCSEN�/ �V�MfiIST SIN SLY K.r_ f ;t I ,y _ _6 _ . i� 4 ng xrI \_.C1.NiLJ_MAiV 1� � •� � i Lf 6LL 1 1 I °'/'iJ rv•n,rv�ea� I �� i4w. LJ 1 C SCALE L� ,«.z EXHIBIT ..C.. ] 11 cad?=.JeKsffW..lE\�\I aus.w sew f.�. CITY OF RENTON'r ] ]rr OF YENNVLILf S.{N,T/FYI SEMf4• AtTIHA/A.A• F•� I� f 1 i ]IF _ .�...�.�.� � �rrrr •rrr�rrr�r kfl ;j T. 23N.R . 5E.W.M. I� RA a ati p SE ien Wip SacH � SV.'.'I SE;(r S.LB I NW%a SE:4 5.c8 b.D•d+'t. �`, $rya I f� a I J� � i_w._�.�. ems• ...-_ S{---�1 ) + 'a i' ' ) O D•p ' OVCRCRODSIN6 ', �� -- .� \a1eY\I.' \ '�' 5W4NE7Y Sec a1 SEX SE%e Saco fZ + ��i : 4 0 N + VOID - NE4NWA G..'. Lot s.[5 s«5 ToS�SC'1 C)0 -. Ge.+ Lot s.. s sE%nwi� sa[5 i D 12 INCH SANITARY SEWER CROSSING is em 24 INCH STEEL USING AND MANHOLE I "eY'.►•e '.:a^ .�1 TON 1 '`..-. . ..._ • - (REFER TO EXHIBIT "C") M.P. 6.15I wV[ aE -T— is i _S_R_435 HIrIlNI1N!LANE Wnl MIN4TON D \cG..b.a M pM�b naa, tl cam-- �� rN\C��.-Yam'-Obu1�:.u1 prvG..1y bb .-e p....ae b. n••n,...a w ti lea.+nory 12..HW..,sY by rw..Y.ena r a .ea a•.w,...,�m....e ey o r I aseiiwwwwls� .ms� .r � � .. _.. ,...rrriiWYI�I=7rs•O!r -YIYY�\ — -�...m :��e�..�.,. I T 23N . R . 5E.W. M. V D LTA: -T ml 0 �--T—T ai -�• ,_ I Sta'3'�9'C)0 Po Soo�\'�.s.. . � sE%nw$sac[, �^onc r.xr -� 1r—°e.l let4s:< s is SE;.sate _� i Gw tta l 5ca6 O 1 —d fn Cc) OIJ ��Y n M � fi � Te.sie a39.Oo . F ' SRAD6 TOn MOM! V'CpTED nEn PEn a — .••;--- `- I a ' a !' !` i 'I PERMIT 1253.9 PAGE _J � S4.Y.N4 Yp Seca _ !'NLM titT D7A'L61IG8NA!E,-?IB35 RENT0X TD KENNYDALE ' t 1 / '�" �'!tt7 `iC.�• PLkN SHOWING ACC" Eu (j I 4 w>o.nb.N,.�zl ne.Ia.\fst. • NE•YeNw•k Sec 5 Z' z x2 INCH SANITARY SEWER CROSSING 1N 24 INCH STEEL CASING AND MANNOIE I _'•"- LIT (REFER TO EXHIBIT "C") M.P. 6.15 I1 """� ..- ( m •I. +`SE YaS Yg5ec�2s ii �N' S °0'•N[ sE '— s UND RCRos4M16 a A r I _ ' _ _'r as 41 ". )1 A till ` Na Pry, E.w.0 Par I I R I, la is Nje [ Y q 1 . 405 N o•aB w� _ _ _ N ACREposh vw�s l ) 1 )n aii )xa at, a,0 1), I i CA •auwtar P.ew,enea,we ocow. ' —___ —N�~---'—T`-Q 6•a�N, rN.ant.s.....ewtt y onac ,v„ w D t ao' ' +wl+r• x: u� I 374- o PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING • 235-2631 ?, �' MUNICIPAL BUILDING 2DO MILL AVE.SG. RENTON.WASH.98055 094 P� SgTEO SEv,Ew,OE BARBARA Y. SHINPOCH October 2, 1986 MAYOR Mr. Tim Wicks Washington State Department of Transportation District 1 Office of District Administrator 6431 Corson Ave. South NC-81410 Seattle WA 98109 SR 405 CS 1744 Kennydale North City of Renton Franchise 3812 Dear Tim: The City wishes to proceed with our alternate "C" for the sanitary sewer crossing of 1-405 as previously submitted, and requests that you proceed with processing a permit. 'f possible, we would like to use the right-of-way out side the road way dun. - construrtion for a boring or receiving pit and spoils storage. Also, to puce the manhole on the west side of the casing pipe in the right-of-way due to the limited area available on 24th Street on the west side of 1-405. Contact Mr. Dave Tibbot In this office at 235-2631 it any further information is needed. Very truly yours, Robert L. Bergstrom, P.E . Engineering Supervisor OT:ckd �Y r. �r 1 sit �o�.4 /•�s ft Adft Washington Sta.e •, Department of Transportation or merarltar, Dutricl t secretary of Trrvmwkn Onico of District Admmictralor 6431 Co,son Avenue $outl aC81410 Seattle. Washington 98108 206 764 4141 September 3, 1986 City of Renton Public Works Department 200 Mill Avenue South Renton, Washington 98055 SEP 5 1996 SR 405 CS 1744 ' Kennydale North City of Renton Franchise 3812 i Y Gentlemen: We have reviewed your proposal, and alternates, to place a sewer main along SR 405. Alternate "A" cannot be ap .roved as it would be an extreme variance to L' policy, ", a utility will not be permited to be installed lon 1 r a tudinally within the control of access lines Your cost estimates and supporting information do not warrant the Department granting a variance to our policy. " .. Alternate "C" is on our right-of-way and is within Department policy, ° therefore, a permit could be issued, if Alternate "C" is selected please inform us so a ?emit can be processed. yam Contact Mr. Tim Wicks, 236-4349, if additional information is needed. t � Very truly you c '+' �fhaf J S L. LUTZ, P.E. i District Utilities Engineer TCW:ss yxz' A; t� s� rl Y - lt4a r. .fa Ala I • i CITY OF RENTON PUBLIC WORKS DEPARTMENT Earl Clymer, Mayor Design/Utility Engineering May 16, 1998 Mr. Tim Wicks Washington State Department of Transportation District 1 15325 S.E. 30th Place Bellevue, Washington 98007-6597 Dear Mr. Wicks: Subject: Kennydale Sewer Interceptor I-405 Undercrossing Permit Enclosed is a revised permit application for our proposed sewer undercrossing un Jer !-40S in the Kennydale area. As you will recall we obtained a permit for the project in late 1986 (Permit #12539) and intended to bid the project in 1987. However, the project was delayed and will now be bid in June 1988. The original permit (copy attached) expired on June 30, 1987. In addition, a larger casing as well as the addition of a 24-inch storm sewer is now being proposed. Enclosed is a new permit application along with the required $35.00 permit t fee. We trust that you will be able to process the permit within two to three weeks, as you discussed with our consultant, Monica Robbins at CH2M HILL. If you should have any question, please call either Monica Robbins at 453-5000 or me at 235-2631. Very truly yours, i i ) Robert E. Bergstrom, P.E. Engineering Supervisor 2D.9.13/REB:ckd Attachment cc: Monica Robbins, CH2M HILL 200 Mill Avenue South - Renton, Washington 98055 • (206)235.2631 L� J t APPLICATION FOR PERMIT OR • DISTRICT 1 FRANCHISE (AGREEMENT] 15325 SE 30th PLACE ;EpR7I MEN I U75- BELLEVUE,WASHINGTON 98007.6597 Telephone: (206) 562-4253 FOR COUNTIES: ISLAND,KING,SKAGIT,SNOHOMISH. Attention: District Utilities Engineer WHATCOM9 PART OF PIERCE APPLICANT PLEASE PRINT OR TYPE ALL INFORMATION APPLICATION IS ® FEE UTILITY PERMIT ❑ FEE$5 UTILITY FRANCHISE 000 ❑ FEE SCHISE NO, AMENDMENTNO. HEREBY MADE FORA' (T..-9AL PERMIT Cj FRANCHISECONSOUDATION 0 FRANCHISE HENEWAL NO. NO FEE FEE$150.00 FEE$ i00 Intended use of State Right of Way Is to construct, operate and maintain s, 12-inch sanitary sewer and 24-inch storm sewer, installed in a 48-inch minimum steel casing crossing State Routs No. 405 Count y King At Mlle Post 6.15 for/From Mile Post To Mile Post ZKON WIn The SE, 1/4 Of The NW1/4 Of Sac, 5 Township 23 North; Range 5 WOvil Eest W.M. Ending In The 114 Of The 114 Of See. Township North; Range Wost/East W.M- Fees In the amount of $ 35.0 are paid herewith to defray the basic administrative expense Incident to the processing of this application according to WAC 468.34 and RCW 47.32, and the applicant further promises to pay additional amounts as shall be billed, H any, In reimbursement of the actual costs of the Department Investigation of the application. Checks ere to be made payable to "Washington Stale Department of Transportation:' The undersigned submits said application and accepts the conditions as set forth. Dated this llth day of May 19 88 . For Consultant Use Only x 'JJ<_ � C112M HILL APPLICANT AUTHORIZF� SIGNATURE TITLE �y t� Y/I fi IF ln«i Ms S.i yl$I- ,o�riii Print or Type Signalur Title REPRESENTATIVE City of Renton Monica Robbins, Project Engineer APPLICANT (Owner, Utility, He.) Prl�tf.forll {hSia�aet7 T U 200 Mill Avenue South n.O. eox 91500 ADDRESS ADDRESS Renton, WA 98055 Bellevue. WA 98009-2050 CITY - cTATE - ZIP CODE CITY - STATE - ZIP CODE (206; 235-2631 (206) 453-5000 TELEPHONE TELEPHJNE DOT 5 REVISED 9187 SEE REVERSE SIDE FOR ADDITIONAL INFORMATION REVI a ADDITIONAL INFORMATION REQUIRED ON SEPARATE SHEETS: A. General eermit (access, driveways, etc.) 1. Site Plan showing access location and development of site. ' (All except farm or private residence) 2. Vehicle trip generation (for commercial and multiple residence). 3. Land use restrictions of stipulations, if any, and agency involved. 4. Drainage (plan with calculations required). S. Landscape plan (if local agency requirement), R. Utility Permits and Franchises 1. Plan and Profile (on state RNJ plans if available). 2. Casings (length, size, material, wall thickness, roadway cross section), FOR DEPARTMENTAL USE Engineer'siSupervisor's Report. Reviewed in field this — day of Comments i Signature REVISED 9l67 -Reverse Side- DOT 224-695 DI Enginee r.'Supervisor - J CITY OF RENTON CLAIMS ACCOUNT p1 NA RENTON,WASMINGTON 48C11 OLD NATIONAL BANK .men«anunn.e,.n,n n.n,on.w..nnq,on a�w DATE may 17, 1988 40781 I Pay T-hisumof 3 g dds OQ cts AMOUNT To The Orde,Of Wash. St. Dept. of Transportation - District 1 15325 SE 30th Place Bellevue, WA 98007-6597 000L.07811. 1: 12S00i88749 7 7-0 20i8gt1' w .. ... L w .t f, Li tw z:J [. I Q 40.✓..� '�. LOJ . r Ibi+R' � M' 1 a. R Ilk, /Pa() f-ru H3J L c Su eJ 2/� SO,) I, ySa LF @ 31 3, >oo tt, Sa✓ ; .vt 4. xs. . 9u J� . 7 Y�eC 4� %r et 1 F i ` A ,r w ' ru�z< It 1 , , , 3 . OF RF - J 7�L o PURLIC WORKS DEPARTMENT UES.GN/iIT ILIiV ENGINEERING 0 235-2631 aai! O F MUNICIPAL BUILDING 200 MILL AYE.SO. RE NTON,WASH.98055 9 e P ,fFO BEP�F'� BARBARA V. SHINPOCH MAYOR May 28, 1986 STATE OF WASHINGTON Departmert of Transportation Post Office Box C-81410 Seattle, Washington 98108 1 Attention: Tim Wick Gentlemen: The City of Renton is in need of providing sewer service to a portion of the City south and east of the kennydale exit to I-405. Due to the geographic and physical constraints in the area, the options for serving the area are limited. Four alternates have been examined, copies of which are attached together with a short summary of each route and associated problems. The most practical route of the four (Exhibit A), is the one requiring a franchise from Uie State to install a 12- sewer line and manholes In the 1-405 Right-of-way from STA 392.0,, to STA 401.84.2. The sewer line would run parallel .lth and adjacent to the oast Right-of-way '.ine. Periodic access to the manhole would also be needed for maintenance and inspection of the system. It is therefore requested that Tou grant the City of Renton a franchise to Install and operate a sever line In the 1.405 Right-of-May In accordance with the plan ldentlfled as Alterns.e -A-. I '.. If you require any additional information or would like to discuss the matter further, please advise. Very truly yours, Donald G. Monaghan, P.E. Design Engineer DRT;mf F1.1.2 Enclosures ewe ....�....vwrwrsww.,...».�— . �.....-,.........�...«..«....w..w.. ,.,v�rF. ALTERNATE -A" Primary Route This route involves the minimum Right-of-May acquisition requiring easements across only a lots; one of which belongs to MSDOT, and one to the City of Renton. The south end of the route is through a draw with a Small creek which will need to be restored after construction. The north end of the draw where the proposed sewer line would enter the I-405 Right_o,_May, will be in fill, and the northerly terminus will be in cut appror. 25'. An access road, and a _ gate In the limited access fence, will have to be maintained over the sewer so that maintenance and Inspection of the manholes can be performed. 5/28/86 F1.1.2 i i i ALTERNATE "8" ROUTE This route 1s across lots between 1-405 and Jones Avenue N.E. Due to the singe of the ground which rises from the 1-405 corridor to the east. This route averages 5 to lu feet deeper than that proposed in Alternate •Aw. The northerly 600 feet of this route is developed with single-fsr,ily homes on 8600 sg• ft. lots. Due to .he depth o• the sewer main, which ranges from 10 feet at the south end of the project to 40 feet at the north end; the sewer line easement will have to be 30 feet wide with an additional 20 fect of temporary construction easement. This will make 12 and 7 in the URCR Subdivision unusable for building and will have to be purchesed nutright, LTC 2 is built on, therefore the house will have to be purchased or relocated. This substantially increases the Right-of-May costs as reflected in the Cost Estimate. 5/28/86 1-1.2 f ALTERNATE ROUTE "C" This uute is ell In N.E. 24th Street and crosses 1-A05 at a right angle. This route, outside of the freeway Right-of-Way, Is all In City-owned Right-of- Wad• which is only 30 feet wide. The cut on the east side of 1-405 is 26 feet and the cut on the rest side is 35 feet. There is a frontage road o each side of the freeway with access only from N.E. 24th Street. N.E. 24th Street on the west side o' 1-405 is accessed solely from Meadow Avenue N.E., which intersects N.E. 24th Street within the area of the 30-35 foot cut. These narrow Rights-of- Way and the deep cuts, will require the acquisition of tempor- ary easements and the construction of temporary by-pass roads to provide local and emergency access to the effected properties. The cost of temporary roads Is included In the Cost Estimate. This route will also reoulre the construction, At a later ia�e. of a portion of Alterneta "B" to serve the property along I-405 too low to be served by the existing sewer in Jones Avenue. 5/28/B6 F1.1.2 .,....-"-`.r.....+ew..-..r............,wmw.,arim.Wlmww 7 i j i, f' ALTERNATE ROUTE "0" This rou ie is all In Jones Avenue N.E. and 24th Streec from Jones to thn, I-405 freeway. )here are existing utilities in this route that must be removed/ relocated during construction which inciude a 12• water line; a 2" gas line{ and an existing 8" sanitary sewer. The depth (in excess of 45') of the cut and resulting width will require the replacement of the entire street section. Alsot emergency a-aess to the properties fronting an Jonas Avenue N.E. will be a major proble, if s route is chosen. 5/28/86 11.1.2 I" I 4 ) �ry y. i !F a �- COST ESTIMATE ALTERNATE a l ROUTEi k0 ALTERNATE ROUTE -D- 464.100 5/28/56 ALTERNATE ROUTE -C- 119,210 W Y 2 ' .. a l .. i w 'M..g.v..�I♦:?I„w#S a:An' .Js i•"".-u« , ..rre4�t�n' t..an..+.w�...a.��.s.v.�m .w.�.�:, 1, ..� r •..r. ,, �i ... ... .:-. ,.... .♦ ,,.dt ...:w2'm�il�. Ls__1744 _sa 405,_ 7 UTILITY FRANCHISE FRANCHISE NO. 10076 DISTRICT NO. 1 Name and Address of Applicant: City of Renton 200 Mill Avenue South Renton, WA 98055 The Applicant, hereinafter referred to as the "Utility", having applied for a franchise to construct, operate and maintain an 8-inch sanitary sewer on a portion of State Route No. 405 In King County, Washington, "v Washington State Department of Transportation or rts designee,hereinafter referred to as the"Department". i ..ereby orders that this franchise be granted for a period to expire APR 26 2014 subject j to the forms and provisions stated n the reverse hereof and Exhibits attached hereto and by this reference made a part hereof Exhibit "A" Special Provisions for Permits and Franchises, Pages 1-5 EXHIBIT "B." Summaries, page 1 EXHIBIT "C." Right-of-way plans entitled, "SR 405, Renton to Kennydale", page 1 EXHIBIT "D." Plans Showing Access entitled, "SR 405, Renton to Kennydale", page I Beginning at a point opposite approximate Milepost 6.27 located in the NE 1/4 of the NW 1/4 of Section 5, Township 23 North, Range 5 East, W.M.; thence northlerly to a point opposite approximate Milepost 6.38 located in the SE 114 of the SW 1/4 of Section 32, Township 24 North, Range 5 East, W.M., more specifically described in Exhibits "B", "C", and "D": Construction of facilities proposed under this fran- DEPQRTMENOF TRAM TATION chise shall begin not later than 2 years, and com. ple7ed within 3 years, from date of issuance, By: 0 - otherwise this franchise shall become considered null .ud void. Tifle ASIiSlaDt S9crktary fgr Highways Dale:_4r— �_54— '�� e,,.oalxl DDT ,.t �et�, GENERAL PROVISIONS 1. This Iranchise is subject to Chapter 47.44 RCW and Chapter 46834 WAC and amendments thereto. 2. Whenever necessary for the construction, repair,improvement, alteration Or relocation of all or any portion of said highway ^a determined by the Department. or in the evert that the lands upon which said highway is presently located shall become a new highway or part of a limited access highway,or of the Cepartment shall determine that the removal of any or all facilities from the said lands is necessary, Incidental. or convenient to the construction, repair,improveme alteration or relocation of any public road or street,this franchise may be cancelled(in whole or in part) upon notice by the Department. and any or all of such facilities shall be relocated or removed from said f highway as may be requited by the Department 3. Upon failure,neglect or refusal of the Utility to immediately do and perform any change,removal,relaying o-relocat- ing of any facilities,or any repair:or reconstruction of said highway herein required of the Utility,the Department may undertake and perform such requirement and the coat and expense thereof shall be immediately repaid to the Department by the Utility. 4. The Utility, its successors and assigns, agrees to protect the State of Washington and save it harmless from all claims,actions or damages of every kind and description which may accrue to or be suffared by any person,persons. or property by reason of the performance of any such work. character of materials used or manner of installation, maintenance and operation,or by the occupancy of right of way by the Utility,in cane any suit or echo.is brought against the Department for damages arising out of or by reason of any of the above causes, the petitioner, its successors or assigns will, upon note of commencement of such action, defend the some at its sole cost and expense and satisfy any judgment arising therefrom It determined adverse to the State of Washington. 5. Any breach of any of the conditions and rage ements herein made,or failure on the part of the Utility of this franchise to proceed with due diligence and in good laith after its acceptance,with construction work hereunder,shall subject this franchise to cane lahon after a hearing before the Department,of which said hearing the Utility shall be given at least ten cr.ys written notice,d at that time the Utility is a resident or is doing business in the State of Washington, otherwise.by publishing a notice of said hearing once a week for two consecutive weeks in a newspaper of general circulation in Thurston County,Washington,the last publication to be at least ten days before the date fixed for said hearing. F. Whenever ii is c mad necessary for the benefit and safety of the traveling pubic.the Department hereby reserves the right to attach and mamte-r upon any lauldy by the Utility under this franchise any required traffic control devices, such as traffic signals,luminaries and overhead suspended signs,when the use of sui,h devices or attachments does not interfere with the une for which the facility was constructed The Uepartment shall bear the cost of attachment and maintenance of such traffic control devices. including the reasonable cost of any extra construction beyond normal; such extra cost to be determined jointly by the Department and the Utility of this franchise. It is not to be construed that the Department is to share in the normal cost of installation,operation or maintenance of any of the facilities installed under this franc nose. 7. No assignment or transfer of this franchise in any manner whatsoever shalt be valid nor vest any rights hereby granted until the Department consents thereto and the assignee accepts all terms of this franchise. Attempting to assign this franchise without Department Consent shall be cause for cancellation as herein provided. S. The Utility shall within twenty days from receipt of a copy of this order,file with the Department at Olympia its written acceptance of !hoe terms and conditions of this franchise 9. If the Utility enters into a contract or agreement with a contractor to perfrm the work provided herein to be performed by the Uto i, the Utility for itself, its assigns and its successors In interest. agrees that It 'Mill not discriminate on the basis of race,color,sex,or national origin in its choice of contractors and will include all of the nondiscrimination previsions set forth in Appendix"A"from Title VI of the C.'ril Rights Act of 1964 and Section 162(a) of tire Federal Aid Act of 1973(23 U S.0 324),and as said Regulations may be amended.Breach of ary of the above nondiscrimination covenants ar Iu be cause for cancellation as herein provided. M The Utility pledges that performance of routine cutting and trimming work will be accomplished in such a manner that Ibe roadside appearance wi9'not be disfigured When major work is involved.Or damage to roadside appearance may become sigmficanL the holder shall secure the app'oval of the Department in advance of the work. i i DOT i L J t. or:' F AShL SPECIAL PROVISJONS FOR T Wsalanmiofe PERMITS AND FRANCHISEES -„ DTa.4nad So.. n.p«WiOw v6ataxFrancill No. 10076 Applicable provisions are denoted by (X) © I No work 11 mall tie Gerinrmea unLi he l:nrv.tr rs grantcO aulno'i:aoon 4y me Department repreeMlanee Name. Send Correspondence to: Tdle District Utilities Engineer Address 15325 S.E. 30th Place, Bellevue, WA 98007 Telepmme No For preconstruction conference call: Mr. Olson, 872-6470 © k A copy of the pe.mn or franchise must bit on Ina pb sne and proteclM Von me elements.at ell times during any of Ina cominullon autnar�ad by said permit or IreaChrse..thin the Department's ng it at we, © 3 a the event any mtleposz right of way marker tense or guard red is located within the limits OI INA D,.,act and will be anturbed drying COnalruchOn.Inese rlems l i.t be Carefully removed prior to construction and toll or replaced:,t the Conclusion OI construction tO the salislat tion of the Department All signs and bah¢ control devices must be maintained in operation durinr construction lyl A to to construction,the U.1Oy sne"contact the Dependent'.rppresental,ve(lrabd under Special Pmrnion Number I)W ascerem the location of survey control m ems within me proles limits In the event any m umerts will be aimed,damaged or destroyed by the project, appropriate action will be loam by the Depurrmenl,poor to constructor,to reference an reset the monuments Any monuments altered.damaged �1 or destroyed by the Lilly is operation wdl be reset o: replaced by the Department at the sale expense o1 the Utility W 5 k the conslruclmn and.ormainticardi,eclihnifacday,the UMiy snail<ompty wit the Manual an Uniform Traffic Control Deuces for f3beels and Highways.11 determined necessary by Ine Deparmenl,the Utility shall Subarea signing and Vekc CJnnol plan to the Departments represents we an approval prior.. conaruc4on or mamossi operators © 6. The WNty shall Wily the Departments repreardielive upon completion of network under this permit or franchise so that a final Inspection cu+ be made and shall imm.d at,,Notion lO 2e D,.alrct Writes Engineer a relrtwC Iranchi.e or permit plan OI the bnal location w relocation OI is fps Iccrlitles 11 the original franchise or pe'mit pans navy been revised durmj the Course OI construction ky ] Prior to the beginning of construction.a preconslfuction Conference shall be held at which the Department and the Utility and his ime.neer comnctur, and inspector Shall be present ❑ 6. Should the Wild,cn...e to Carolyn In.work orinned herein won other than its own maces,A r.a...entoo of the Ublily their be precrnl of a limes while the construction a in progress unless otherwise agreed Ic by the Department All cdnact between the Department Ina IM;W luly Is contractor shall be through the rep nsentau a al the UVI ' Senate the Utility chooses to pedolm Ina work with its..a fultae i1 nay e• •1 IO appoint One OI its employees dga)ed in the constr-t—1 as Is f.,,a...Utility.Ralure to Comply with this provision tn.,, In 1"... or restricting any further,work by Inv Utility within t'te right at way, until said requirement a met ❑ 9 The Ulnny agree,ro schedule the work herein referred In aN perform said work in au..h a manner as nor to delay the Department'a contractor in Ina performance o1 his contract ❑ ID. The Wild,.,,are that when plasm,its lamfity within any V«Ions of the roadbed the trench shall be backtnled in horizontal layers not to Pxcead 6 inches on oose thickness,except that the lavers of In.lop 4 teal loom prolde grade shall not exceed a;ncnes in Isto halides, Each layer of the entire backtill shall be compat•^d Io nor lees than 95 percent of the m6aimum density as determined by Compaction Control lilac The moisture content of the bacMJl material a1 the time at Compaciro^Shall be as specified by the Department.In no case will"water settling be allowed n Work shall be overacted c ads hours between g a.m. Arid 's0 p �I1 and no work ahal to o9r.ed on Ine r right way Sawday6. 5rndara or Hoedars unless nlnerwue dr Orizedj/�h¢Oeoadfiem jy la ❑drierm.ned necessary by the Department,ii or ar of the excavated mama shall be removed and replaced with suitable material as kAvvr, specbed by Ine D.Darimem YL 13. Wherever deemed necideary by the Department of labor and Industries ands.the Department of Transporotion,for the safety of the workers and In.project.of the highway paremmi.the ei.es Of the trench(or excitation)Shall be adegeaWiy Supported to reduce the hazard to wakens end Orevenl e',)damage by cracks.Settlement,etc to Ine pavement.Norther work m the trench Or exWvation area will be allowed until p( this ed,ral mpnl it and is Trenches shall be backldlvd it.soon se possible benmd the laying of pipe or cable No open Irencnes shall be left overnight this•ncludea boning Of•asking pelt Whr,h shall be Covered.,In lumber or other malarial of Sufficient strength lO withstand the load of highway lose tore or is not to be battfdled with maerial each nqM fill 15. All slopes,steps reammt.top son ditches.pmPs etc disturbed by this operation shall be restated tO then IXi{r6 and ondition All open trenches shall be market by wa,mng signs barricades,lights and if necessary.litigation shall be smpt'ye, ,ire OI A� protecting the travelog public Roadside Operations shall be Specified by the Department's repesenlanve ky1 16 Where applicable,makers shall be placed a1 each right of way line for all crossings and placed every 500'eel for 1Ongendlnal line$to Include omoat,name.pipeline o,Cable identification,telephone member for contact and Inp distance from the...vker to In*line meet Makers Shall be placed aO as 1.Termite itirenere...with maintenance operations Markets shall also be placed at all Changes to offset distance If right - a'-way line or centerlso of highway DOT qi.:,.. po,e I EXHIBIT "A" I i I] In The evenI that Construction and mamlelence o1 the nrgb.ay facility within the pmumpy Ol Tne unlny installation become.eec,a.ar,during The DY Wd which Ine Utility will Occupy a portion of the right-ol-way,it Is expressly r lderatted that,upon request IIOm the DOp.nimenl'a representa- tive the UINIy will promptly identify lnd Flcate by suitable held markings any end all Of Inert underground IeCINaa Sy that the Department or fib Co^tractor Can be Tully a,p,rsed al all limes OI its PI.Cise lotahOn ❑ IS The shoulders where disturbed shall be surfaced with crushed surfacing top Course ncnas m Dmp.`xd depA,OI as duelled by IS.Department,I.p.ladme rve TO,..,face OI In.:mimed..,tder Snell elope down Tom he edge 01 pavemem at 7rate of 002 toot per toot unless otherwise dneeted.The restored shoulder Thus'not have any strips or sectors less than 2 feet wide The 1ored Shoulder shall be sabced wltb ❑ IB. Ae Croasmge.l mad rnt....Crone surfaced with Url,asphalt Concrete pavement Or Commit Concrete pavement shall be accomplished by lacking, boring, c. sugaring the Cable or pipe undo,the roadway. unless apecrrcalrr povidel for otherwise under special provision no 21. ❑ 20. The cable or pipe shall be placed within a surfabler encasement as specified on The attached exhibits Said encasement pipe shall be lacked. bored.or euga ed trough the highway grade with a minimum depth of 5 feel from top of Cuing to finished road place and a minimum of 34 toot of depth from Suffern of ditch to lop of casing ❑ 21. Open ThmCh conarui orris be allowed.1,at Those locations Identified do Its p'an a.nrbne Slid Or listed on Exhvind.7 __,wdn ray national.. 10 be pahlwmed as noted on ton attached "Open Cut Dead. Exhibit IB 22 No routine mumenane of this facility vi be allowed v.shin the limited access area ❑ 23 Routine merntenance.1 this IeULIy wu.not be permitted from,he through ball,roadways m ramps of SR and all service Io this facility will be by ahead from ❑ 2e. bond Coverage required 10 ensure proper Compliance with all terms and Conditions of s40 permit of franchise will be furnished by a Blanker Surely Bond held al Neadquartnrs in Olympia ❑ 25. The Ulillty shall provide to The Department.n the amount of$ —.a surely bond written by a surely company authorised to do duamesa tin the Slate of Washington or an escrow account with a bank Spill y the Department.prior to start OI Construction.to Insure corst nca wrlh any and all of The farms and Conditions of INS permit Or franchise Said oodd account 10 remain in force for a perrOd ending One year axis. date Of COmDIPIIOn 01 Coosl• ctiN ❑ 28. Th. Utility agree. 1. bury the .. it Imes covered by this francr•Iee in Scenic Cbsasa "A" and "B as dewed on adach,d Exhibit _—saner et In.lime of hard,mconsruction Of The line.for that portion of line r0 be reconstructed,or pmY to Tabu ition Of Th.. I-ancnme ❑ 27 The Mity agrees to bury the anal Imes covered by Th..franchise in Bcenm Classes"A" "AS "B"and'or"SX'l as dell IT attached Eanrbn . at the ema the pole owner buries I•S facility ❑ 28. Th,Utility agi to bury Or relocate aerial',the existing overhead lure In iiij Ci....."A%"and"BX",.s defined on ah.;had Exhibit to a location.,Ceptable to the Deoarlmenl either at The lime of major occnshuaron of the line, or'he portion of line to be reconstructed.IX prior to the eap:+eon of this franchise The existing aerial lines may remain In their present location it acceptable to Th. Dwertmenl a The utility agrees To he responsible for any construction deficiencies as a result of the roadway ustadeborr. ❑ 30 The Utility wd' be regeued to maintain one way Traffic during working hours and ^wo way tredle at all other times. e�fY rr�y 7+•, DOT avTaao]m a1°o�'.>re Page 2 EXHIBIT "A" ? r ro a. �r fit, i SPECIAL.PROVISIONS FOR PERMITS :,ND FRANCHISES (Continued) X31. The Utility/Grantee, its successors and assigns, agrees to protect the State of Washington, its officers ai,d employees and save them harmless from all claims, actions or damages of every kind and description which may accrue to or be suffered by any person, persons, or property by reason of the acts or omissions of the Utility/Grantee, its assigns, agents, contractors, licensees, employees or any person whomsoever, in connection with Utility's/Grantee's, its assigns', agents', contractors', licensees' or employees' construction, installation, maintenance operation, use or occupancy of the right of way or in the exercise of this permit/franchise. In case any suit or action is brought against the State of Washington, its officers and employees arising out of or by reason of any of the above causes, the Utility/Grantee, its successors or assigns will, upon notice of such action, defend the same at its sole cost and expense and satisfy any judgement against the state of Washington, its officers, or employees: PROVIDED, that if the claims or damages are caused by or result from the concurrent negligence of (a) the State of Washington's agents or employees and (b) the Utility/Grantee or Utility's/Grantee's agents or employees, and involves those actions covered by RCW 4.24.115, this indemnity provision shall be valid and enforceable only to the extent of the negligence of the i Utility/Grantee or the Utility's/ Grantee's agents or employees. This special provision supersedes Franchise General Provision No. 4, Utility Permit Provision No. 3 and General Permit General Provision No. 1. The Utility/Grantee, and on behalf of ite assigns, agents, licensees, contractors and employees agrees to waive any claims for losses, expenses, damages or lost revenues incurred by it or its agent, contractors, licensees, employees or customers in connection with Utility's/ I Grantee's, its assigns', agents', contractors', licensees' or employees' construction, installation, maintenance, operation, use or occupancy of the right of way or in the exercise of this agreement against the State of Washington, its agents or employees except the reason-li costs of repair to property resulting from the negligent injury or damage to Utility's/Grantee's property by the State of Washington, its agents, contractors or employees. X32. In lieu of a surety bond to ensure compliance with the terms ! and conditions of this franchise the City of Renton agrees that the Department may effect reimbursement for the amount necessary to restore the highway fr )m the monthly fuel tax allotments which the Citv of Renton is normally entitled to receive from the Motor Vehicle Fund, and in accordance with RCW 47.08.090. EXHIBIT "A" Page 2 FRANCHT.SE 10076 J c'• 1 t i SPECIAL Y OVISIONS FOR PERMITS AND FRANCHISEE lCon tinued� X33. Construction o£ this facility will not be permitted from the through traffic roadways, ,houlders or ramps of SR 405. All access during constructir , shall be from outside the State right-of-way• direct and re).ated indirect costs necessitated by this X34. The Utility shall reimburse the Department for all actual franchise/percit. Such cost. include, but are not limited to, plan review and inspection. X35. All material and workmanship shall conform to the Washington current State Department of Transportation Standard Specns Cstruction, icurrent for Road, Bridge ridge and Municipal to oninspection by he edition, Department. X36 . Should the Grantee/Utility choose to perform the work witoutlined herein the Grantee/Uti other �litY itsan own wbe present at all times unless otherwise agreed to Department the Distr the ict Representative. All contact tactobetweensha the be through the Grantee/Utility s Where the representative of he GranteeJUtilitw Grantee/Utility chuo s to perform the work with its own forces, it may elect to appoint one of its own employees engaged in the construction shall representative. Failure for to comply with this provision Grantee/Utility within restricting any further work by id requirement is met. The the Stat right-of-way, until police Grantee/Utility, at its own expense, shall adequately and supervise all work on the above described agent and others, so itself, its contractor, sub contracero o� or property. as not to endanger or injure any p X37. The responsibility of the Grantee/Utility for Proper performance, safe conduct and adequate policing anor d s pervision of the y Department approval ect shall not beleof en ed plans, otherwise affected by P the presence at the worksite specifications or work, or by compliance by the of Department representatives, or by P quests or re_ommendations roads by Grantee/Utility with any re such representatives. installed X38. Utility facilities shallh vel an minimum clover1 of136Z inches �. outside of Zone A, to exrspt in consolidated rock where it is necessarythe mi imums cover blast the r^ck to install thy. facility, may be 24 inches. EXHIHIT "A„ Page 4 FRANCHISE 10076 i SPECIAL PROVISIONS }OR PERMITS AND FRANCHISES (Continued) X39. The utility sha� instill detector tape or cable 12 inches above the underground facility. The tape shall conform to the standards of the American Public works Association Uniform Color Code. X40. A fence shall enclose the work area at all times to prevent access to the highway. ;E. i" I i I I �II 1 a 1 i i f EXHIBIT "A" Page 5 FRANCHISE 10076 + k. WA T{� -If ' P y.; F SUMMARY CF SYSTEMS J FOTE: Prcpcsed 8-inch sanitary sewer main unless otherwise noted. MP 6.27 Enter R/W Rt MP 6.27 to MP 6.38 Lt. of Rt R/W Line MP 6.38 Leaves and Rt Enters R/W MP 6.36 Existing Xing Permit 12051 a SUMMARY OF MA..HOLES MP 6.27 Rt MP 6.31 Rt I I i II f I I r i i F%IIIBIT "B" Page 1 FRANCHISE 3.0076 Ad i F•f, t, Y h 's M1 Y 1 I Its I to \ �� I „I C.U. HILLM;'' �\ Y`PS aa4 I aaa I not I�, _�—IL—L_ L—�."Lt�t4—_L_—�-t--�—J '�►1 'i� s_O fiuln______�so'_C1_s i_•�__ �__,:I'I6�1 1 MP yM HW V4 secs I� En •Fp Q , hG t. - _ rfrrnT I .t I lei IY L [ 9k�g FI 1 Q I , S II li I rvo•49'w FI Aid ! 84 I eG -inch SwAbrjS[WGr ieYJd Taol fit`= G .. , r � L l�l+ Q IN I A R 'iE J .E � 1�45W 1�45ec.3 t/tl_r P- 'o C O I I I I HE U'4 NNE i/4 Sec.9 M.P. 6.�-7' REQUIREMENTS INVOLVING UNOEIZISIM Np UTILITY ENC20ACHMENTS Franchisz 1007, $.0 c ni 1. La'La a°~dam pfp`tea - ,A u 1J in •ra••`e"ee. f ter A<[rp��b/e Otrnaf:ena Aenpfibh as RM' sa4Et .[e�dr a°aY N � � m L`m t�' .,�.�. . •� ,'�rtr A�AJr my t � G W es�c.oe� z Na B _m.cK41 LON67rT(ID/NIL DETAIL I=_ � -- 1 r Zr , Ahab/a Sher/Ara •r'U.,fern, Nynxm4 y TYr<a` -- I All fraff,c 14", 'ra0a ea ntar as pr.,".64 ['.wa< _ I - 1 ?II'- - bd)d/ana b Ma r -hf-ef-"Y line- - 1LL l'til ilY facilities sb11 trc hurird in a[cordanct dth the Prev)siens for Ce m.i is _- - � and Franc Gists. — _j_ Ione t is the area stein the fore slope and h.sfsl ope where routine dtheenance ope thaws h or 1 ly a 'e This area is defined as five e.et is her.ootto* -- __ of the ditch Or 15 fees `tyond the edge of shoulder. rhicha.er is further. lc y - u the h ea outside of the road,ay and Zone A. L —y— - - _ i •V�tr cn ' i gas ? •' -: --_�' - , i 'I.. - I _.s __ -- 1 -- -e I r �3 i 6.3 Propoyej4- 50nilnpy wipcj8 I = ar. a c ---L 1 F qY � f a y i,L'.i C.G.HILLMANS LA -� —1--_-- _-1�t--Y—.J I I e •.. 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