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Home My WebLink AboutSWP272744(4) MANAGEMENT ACCEPTANCE AND COMMITMENT FOR THE Springbrook Creek Channel Improvement Project Oakesdale Ave. SW to SW 23rd Street ❑ We concur with he projec cope and schedule as outlined in this project proposal. We are assigning /ALcp �l�f/.// (Ext�O�QLY as our representative on the design team. ❑ We concur with the project scope and schedule as outlined in this project proposal. We will not be assigning a representative to participate on the design team but reserve our right to participate in the standard review process. i We feel that the following item(s) are of concern or interest in relationship to this project and would like to bring them to your attention: 16 .f� Name itlegN31 �O ivision/Depart nt/Section (ci lz 0,- F?Q G Date SYSTF46 MANAGEMENT ACCEPTANCE AND COMMITMENT FOR... I-1:\DIVISION.S\UTILITIE.S\DOCS\2000-010a.doc s Springbrook Creek Channel Improvement Project .January 21, 2000 Page 3 PROJECT SCHEDULE Task Due Date Preliminary Design May 2000 Land Rights Secured August 2000 NEPA EA & BA August 2000 Final Design September 2000 Federal Funds for Construction Secured October 2000 Permits December 2000 Advertise for bids January 2001 Begin Construction* April 2001 Project completion* December 2001 *The contractor will be limited to in-stream work during the months of June through September due to State Department of Fisheries permit requirements. Construction is dependent upon securing the required land rights, permits and Federal funding. STAFFING Design and construction management will be shared jointly between NRCS and the City. NRCS staff will provide the bulk of the design work. The City will be responsible for design support and review, land rights acquisition, hydraulic modeling and preparation of all required permits. A. Project Management The Project will be managed jointly by Allen Quynn of the Surface Water Utility Division of Planning/Building/Public Works and Rod DenHerder of NRCS field office in Renton. B. Design NRCS will produce 30%, 90%and final design plans and specifications. Additional hydraulic modeling may be performed by R.W. Beck, Inc. R.W. Beck, Inc. is currently on the Utility System's annual consultant roster. C. In-house Reviews All affected City Divisions and Departments will be given an opportunity to review and comment during each design phase. Please complete the attached response form and return it to Allen Quynn of the Surface Water Utility by February 4,2000. If you have any questions, please call Allen at Ext. 7247. Cc: Gregg Zimmerman I i s\DI VISION.S\UTILITIE.S\DOCS\2000-010.doc\AQ\tb G2 • 24 T23N R4E SE I/4 Post-it'Fax Note 7671 Date #of p, � \\ 1 464 (�� Pages ! \\�\� \ 1 i6 1 To From / ��\\ G,S�b ''// G Co./Dept. �3 K— Co. dr /Zenllok, --.._. Phone# Phone# I — Fax# Fax# V i +2P51 (j ' SW 27th 'SIT, +t5+�"--1� j —t5651*�1567 + j I ' ' I C O i Ca i i r.__.__--..................T -' -- - - 18 5 8 ? 25 T23N R4E SE I/4 LEGEND CITY OF RENTON ill i SURVEY CONTROL NETWORK ® Horizontal & Vertical MONUMENTS & BENCHMARKS z®2 Horizontal Only TECHNICAL SERVICES 3333 • + PLANNING/BUELDING/PUBLIC WORKS ® Vertical Only 02/14/00 _4�" Mormnent ___ Renton City Limit: H 2 1:54M 25 T23N R4E NE 1/4 G3 • 19 T23N ME SW 1/4 11 �61 ; ; C+ T ,l �l �c.' i 1 s ! 2 2632� 1924 11591 -1158- --- -- ----- - ! i26 1 1,6-0--I ' t ' + 1225 + +566�-.15S1 1�t L,/' J ; 1 f t. Z - 9 + � �--- 1545 if ' 1 41 I - I S w 2 v'L h St. 1165 + ! I + 1553 85 $I h St. � 11 i II - ! 988� }.I. - ---- 12335 +i j�---__—_ i 30 TZ3N R5E SW 1/4 LEGEND CITY OF RENTON 1111 SURVEY CONTROL NETWORK ® Horizontal & vertical MONUMENTS & BENCHMARKS 2®2 Horizontal only TECHNICAL SERVICES 3333 • • PLANNING/BUILDING/PUBLIC WORKS ® vertical Only 02/14/00 -♦"°"J° Morxxnent 450 Rentoncity Omits H 3 1:54M 30 T23N R5E NW 1/4 30 MN Rn NW V4 S $Oth St. 988 +1-------- 12335 7 S t SW 34th St. L W 34-th St,' + 1555 7 1 '1544 cz z —----- z 03 Q) Q-) -4�- + +11557 2336 19 25 + 15,6 + 1558 +[1560 41 sU 1 41 +1561 D - 31 T23N RSE NW V4 LEGEND CITY OF RENTON 1111 ® Horizontal & Vertical SURVEY CONTROL NETWORK 2222 MONUMENTS & BENCHMARKS ® Horizontal Only TECHNICAL SERVICES 3333 PLANMNG/BUILDING/PUBLIC WORKS @ Verticcd Only OZn4/00 �w04-0 monment H 3 450 900 -- Renton City Lk it: a:54W 30 T23N R5E SW 1/4 RZ • Z5 T23N RO SE V4 769 1 1917 211 439 21 09 yyT 41 st St. + id MY 4,13r z mum= 512 1973 593 757 LEGEND CITY OF RENTON 1111 I SURVEY CONTROL NETWORK ® Horizontal & Vertical 2222 MONUMENTS & BENCHMARKS ® Horizontal Only TECHNICAL SERVICES 3333 PLANNING/BUELDING/PUBLIC WORKS Q Vertical Only 02/14/00 4!i0m-jo MorAwnent 450 Renton City Limits 12 1:54W 36 T23N R4E NE 1/4 SECTION 25 T23N R4E W.M. 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 1161 NW Corner 30 723N R5E Location. Found a 3" pipe 1.0' tall 900' west of Lind Ave SE on pipeline R.O.W. west from the extension of SW 23rd St. on east side of creek. Monument: CAPPED 3 IN IRON PIPE WITH [X] NORTHING: 51993.586 EASTING: 394884.710 ELEVATION: 1858 Location: Found a 2" brass disc on concrete post in a monument case at the center of a cul de sac on the north end of Oaksdale Ave SE. Monument: 2" BRASS DISC ON CONC MON, IN CASE NORTHING: 51267.437 EASTING: 394475.506 ELEVATION: 1864 Location: Found a 2" flat brass disc with "X" stamped "Mullen 18913" on a 4"x4" concrete post monument down 0.06' in a monument case at the constructed intersection of SW 39th Street & Raymonumentd Avenue SW. Monument: 2 IN BRASS DISC W/[X] ON CONC MON, IN CASE, DN 0.06' NORTHING: 50495.104 EASTING: 394836.553 ELEVATION: 5.940 H2-1 SECTION 30 T23N R5E W.M. 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 1545 Location: Top of 2" brass disk set in concrete monument at intersection of E. Valley Road and SW 27th Street. Monument: BRASS DISC IN CONC MON INT E VALLEY RD & SW 27TH STREET NORTHING: EASTING: ELEVATION: 5.400 1551 Location: Found 3/8" brass plug in a 10" monument case in centerline of Lind Ave SW at SW 23rd. St. (pipeline R.O.W.) Monument: 3/8 IN BRASS PLUG IN MON CASE NORTHING: 51992.882 EASTING: 395190.593 ELEVATION: 6.497 1697 Location: Top of 2" brass disk set in concrete monument in centerline of Talbot Road 155' south of intersection of Talbot Road and South 27th Place. Monument: BRASS DISC IN CONC MON CL TALBOT RD SO OF S 27TH PLACE NORTHING: EASTING: ELEVATION: 31.894 1699 Location: Top of 1 3/4" brass disk in concrete monument in case in centerline of Talbot Road, opposite driveway to House No. 2819 Monument: BRASS DISC IN CONC MON IN CASE CL TALBOT RD OPPOSITE HOUSE 2819 NORTHING: 51437.721 EASTING: 395997.313 ELEVATION: 30.278 H3-3 SECTION 30 T23N R5E W.M. 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 1916 Location: Top of copper plug set in concrete filled 3" pipe in WSDOT case in centerline of concrete walk on west side of Benson Rd. S., 250' north of intersection with S. 27th Place. Monument: COPPER PLUG IN CONC FILLED PIPE WSDOT CASE NORTHING: EASTING: ELEVATION: 76.298 1925 Location: Top of N.E. bolt of traffic signal base S.E. quadrant of intersection of S.W. 39th Street and Lind Avenue S.W. Monument: NE BOLT TRAFFIC SIGNAL BASE INT SW 39TH & LIND AVE SW NORTHING: EASTING: ELEVATION: 6.208 H3-5 SECTION 30 T23N R5E W.M. 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 1861 Location: Found a 3/8" brass plug and a punch mark on a 4"x4" concrete post monument down 0.3' in a monument case in the constructed centerline of Lind Avenue SE approximately 30' north of the north building line of the Quality Classics building at 3000 East Valley Highway. This mark is an alternate to the center of 30-23-5E. There is another monument with similar description approximately 34' southerly on the constructed centerline of East Valley Highway. Monument: 3/8 IN BRASS PLUG W/PUNCH ON CONC MON, IN CASE, DN. 0.3' NORTHING: 51202.305 EASTING: 395168.555 ELEVATION: 6.096 1862 Location: Found a copper plug with a punch mark on a 4"x4" concrete post monument down 0.45' in a monument case at the constructed intersection of S 31 st Street& Smithers Court S. This monument is an alternate to the corner commonument to sections 29 & 30, T23N, R5E. Monument: CU PLUG W/PUNCH ON CONC MON, IN CASE, DN. 0.45' NORTHING: 51223.575 EASTING: 396301.427 ELEVATION: 1864 Location: Found a 2"flat brass disc with 'X' stamped"Mullen 18913"on a 4"x4" concrete post monument down 0.06' in a monument case at the constructed intersection of SW 39th Street& Raymonumentd Avenue SW. Monument: 2 IN BRASS DISC W/ [X]ON CONC MON, IN CASE, DN 0.06' NORTHING: 50495.104 EASTING: 394836.553 ELEVATION: 5.940 H3-4 SECTION 30 T23N R5E W.M. 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 1241 Location: Found Tack in Lead in concrete-filled 21/2" iron pipe down 0.5' in a monument case approximately 200' south of the intersection of SW 41 st Street and East Valley Road. Monument: TK IN LEAD IN CONC FILLED 2-1/2 IN I.P., IN CASE, DN. 0.5' NORTHING: EASTING: ELEVATION: 6.936 1494 Location: Top of 1 3/4" brass disk in concrete monument in case in centerline of Talbot Road, opposite house No. 3023, 55' north of the centerline of S. 168th Street. Monument: BRASS DISC IN CONC MON IN CASE NORTHING: 51172.894 EASTING: 396024.600 ELEVATION: 30.321 1522 Location: Top of 2" brass disk set in concrete monument at intersection of Talbot Road South and South 38th Court. Monument: BRASS DISC IN CONC MON INT TALBOT RD S AND S 38TH CT NORTHING: EASTING: ELEVATION: 28.825 1544 Location: Top of 2" brass disk set in cased concrete monument at intersection of E. Valley Road and S.W. 34th Street. Monument: BRASS DISC IN CASED CONC MON INT E VALLEY RD & SW 34TH STREET NORTHING: EASTING: ELEVATION: 6.022 H3-2 SECTION 36 T23N R4E W.M. 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 1903 Location: Found A 2" brass disc on concrete post in monument case at intersection of East Valley Hwy. and S. 192nd St. and 80th Place S. Monument: 2" BRASS DOSC ON CONC. MON., IN MON. CASE NORTHING: 48939.884 EASTING: 394788.765 ELEVATION: 1917 N 1/4 Corner 36 T23N R4E Location: Found brass plug in concrete approximately 1/4 mile west of Oaksdale Ave SW on R.R. tracks approx. 1/2 mile south of SW 34 St Monument: 1/2" BRASS DISC ON 4 IN X4 IN CONC MON NORTHING: EASTING: ELEVATION: 6.607 1973 Location: Found 3" brass disk stamped "KC-F-12 1993" in sidewalk on the north side of S.W. 43rd Street(South 180th Street). Located south of two vaults located near the house at 7502 S.W. 43rd Street. Monument: BRASS SURFACE DISC NORTHING: EASTING: ELEVATION: 7.805 2109 Location: Found a 1/2" brass plug with a punch mark on a 4"x4" concrete post monument down 0.5' in a monument case at the constructed intersection of SW 41st Street & Oaksdale Avenue SW. Monument: 1/2 IN BRASS PLUG W/PUNCH ON CONC MON, IN CASE, DN. 0.5' NORTHING: EASTING: ELEVATION: 6.063 12-2 MANAGEMENT ACCEPTANCE AND COMMITMENT FOR THE Springbrook Creek Channel Improvement Project Oakesdale Ave. SW to SW 23rd Street �!We concur w' the project scope and schedule as outlined in this project proposal. We are assigning l Ext. as our representative on the design to ❑ We concur with the project scope and schedule as outlined in this project proposal. We will not be assigning a representative to participate on the design team but reserve our right to participate in the standard review process. We feel that the following item(s) are of concern or interest in relationship to this project and would like to bring them to your attention: -/k t' rnr1,� Name G1jY 0 R szEMr T' le. � oljov ivision/Department/ ection Date MANAGEMENT ACCEPTANCE AND COMMITMENT FOR... 1-i:\DI VISION-S\UTI LITIE.S\DOCS\2000-010a.doc Springbrook Creek Channel Improvement Project January 21, 2000 Page 3 PROJECT SCHEDULE Task Due Date Preliminary Design May 2000 Land Rights Secured August 2000 NEPA EA & BA August 2000 Final Design September 2000 Federal Funds for Construction Secured October 2000 Permits December 2000 Advertise for bids January 2001 Begin Construction* April 2001 Project completion* December 2001 *The contractor will be limited to in-stream work during the months of June through September due to State Department of Fisheries permit requirements. Construction is dependent upon securing the required land rights, permits and Federal funding. STAFFING Design and construction management will be shared jointly between NRCS and the City. NRCS staff will provide the bulk of the design work. The City will be responsible for design support and review, land rights acquisition, hydraulic modeling and preparation of all required permits. A. Project Management The Project will be managed jointly by Allen Quynn of the Surface Water Utility Division of Planning/Building/Public Works and Rod DenHerder of NRCS field office in Renton. B. Design NRCS will produce 30%, 90% and final design plans and specifications. Additional hydraulic modeling may be performed by R.W. Beck, Inc. R.W. Beck, Inc. is currently on the Utility System's annual consultant roster. C. In-house Reviews All affected City Divisions and Departments will be given an opportunity to review and comment during each design phase. Please complete the attached response form and return it to Allen Quynn of the Surface Water Utility by February 4, 2000. If you have any questions, please call Allen at Ext. 7247. Cc: Gregg Zimmerman I1:\DI VISION.S\UTILITIE.S\DOCS\2000-010.doc\AQ\tb Springbrook Creek Channel Improvement Project January 21, 2000 Page 2 Improvements include constructing a high flow bench 10 to 17 feet wide on both sides of the creek, accomplished by excavating out a 3:1 side-slope up to the high flow bench elevation. The channel bottom will remain unchanged as much as possible to minimize in-stream construction work. To improve the fish habitat characteristics of the stream, various species of native shrubs and trees will be planted along the low flow channel. The plantings will provide shade to lower water temperatures, which will increase the concentration of dissolved oxygen. The final design may also include an asphalt pedestrian trail to connect segments of the existing Springbrook Creek trail along the west side of the creek. The construction of the trail will be funded by others. INVOLVEMENT AND PARTICIPATION A. Federal Partnering This project will be designed and constructed in partnership with the Natural Resources Conservation Service(MRCS). It is anticipated that most of the construction costs will be paid with Federal funds. B. Federal and State Permitting Agencies The U.S. Army Corps of Engineers,National Marine Fisheries Service, Washington State Department of Fish and Wildlife, and Washington State Department of Ecology will be responsible for reviewing the project for compliance with federal and state environmental laws and regulations. C. Community and Private Utilities Property owners and utilities affected by the proposed project will be notified and given the opportunity to provide input during design and construction. PRELIMINARY COST ESTIMATE City costs for design assistance,permitting and construction: $350,000 NRCS costs for design and construction: $1,650,000 Total Project Cost: $2,000,000 FUNDING SOURCE Project management,permitting and hydraulic modeling will be funded through the Surface Water Utility Capital Improvement budget(421). Design and construction will be partially funded by NRCS through the Federal Small Watershed Programs(PL-566). Presently,NRCS has committed funds only for design. The availability of Federal funds for construction in fiscal year 2001 won't be known until October 1,2000. H:\DIVISION.S\UTILITIE.S\DOCS\2000-01 O.doc\AQ\tb CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM ❑rfkX1 r)PMFNT SERVICES DATE: January 21, 2000 CITY OF RENTON TO: Jana Hansen, Development Services Division JAN 2 5 2000 Sandra Meyer, Transportation Systems Division Jack Crumley, Maintenance Services Division RECEIVED Abdoul Gafour, Water Utility Division Dave Christensen, Wastewater Utility Division Leslie Betlach, Parks Division FROM: Lys Hornsby, Utility Systems Division STAFF CONTACT: Ron Straka, Surface Water Utility Allen Quynn, Surface Water Utility SUBJECT: Project Proposal Springbrook Creek Channel Improvement Project— Oakesdale Ave. SW to SW 23�d Street PROJECT OBJECTIVE The purpose of this project is to improve the channel capacity to convey flood flows and to provide habitat improvement along Springbrook Creek between Oakesdale Ave. SW and SW 23"� Street. Based on hydraulic modeling,this channel reach was identified as a capacity restriction resulting in flooding and stream bank erosion. The increased capacity of the channel will help address the flooding and erosion problems along this section of the creek. Habitat improvement will be incorporated into the project to benefit water quality and fisheries resources. PROJECT BACKGROUND In September, 1997,the City completed the Final Plan and EIS for the East Side Green River Watershed Project(ESGRWP). The Plan contains several alternatives to alleviate flooding and improve habitat and water quality along portions of Springbrook Creek. Springbrook Creek Alternative 3 (designated SC3),and its associated elements,was selected by City Council as the alternative that would best meet the goals of flood control,water quality and habitat improvement. The Springbrook Creek Channel Improvement Project—SW 27"' Street to Oakesdale Ave. SW would complete the first phase of SC3 - Element 2(Channel Improvements). The downstream portion of the channel between SW 16"' Street and Oakesdale Ave. SW. was completed in the Fall of 1998 as part of the Oakesdale Ave SW Extension Project. The attached drawing shows the location and the extent of the proposed project as well as completed portions of Alternative SC3 - Element 2. PROJECT DESCRIPTION The Springbrook Creek Channel Improvement Project- Oakesdale Ave. SW to SW 23'd Street would improve and restore approximately 3200 linear feet of channel along Springbrook Creek. t i PUMP STATION C� FOREBAY V BLACK RIVER PUMP STATION. r.' - TO GREEN- 5 DUWAMISH ; RIVER QQ 4� l� . :-SC3 3 500' 0 500' 1000• ` SC 43SCALE • - ' v4 H S M � . �s �ofii 0 Fr"1fi�c SCa * •_,• _ i 7 c SW nvTlN s p ft7rl G✓cG k , Q „ .0. r� �flN9 h� t m O vwl f4 yt L,�. SC2-tA S w 2-3 SC3 1_A_... 1 24• x4 1l .. :, _ _..... _ , � aD } r � 'Ct� 7 `•-� .. ...-. OFF�M + SC3 S & ; jk SC2-1 C LEGEN SC3-1C - a ••�� Project Boundary SC3 2B y Existing Storm Dram t •.o r y., n P ■MONA Channel Improvement III It 1111 Channel Maintenance Project ` ` v i Ir Sediment Removal ✓` { Sic 1 D }fix -" Q Brid t`. yt ge/Culvert Removal L i _.gal!?_ �� r� SC ja and/or ImprovementsWetland �, L..rririiri�.y�<• •••'�"�"r•r""V'�'�" � r Mitigation Wetland �Mlll CREEK V s _ — r 'f SC2-1 C spnngt>rook Crk -r- Alt 2-Element 1C • S , • t i . .._..r-._-......: .-._...�_...._.. ..-.. -- __.....1. 9 15 97 ii ' Figure 8-2 Springbrook Creek (SC) Alternatives City of Renton East Side Green River Watershed Project UUnitedSDA States Department 935 Powell Avenue SW of Agriculture Renton,Washington 980 Natural Resources Phone:206-764-3325 Conservation Service FAX: 206-764-6677 June 23, 1999 ?Ir cli Ron Straka; P.E. J U N 2L� i 1999 City of Renton 1055 South Grady Way Eng 0� ��' i Renton, Washington 98055 r Dear Ron: re: East Side Green River Watershed Springbrook Creek, SW 27th Street to SW 161h Street Proposed Design/Construction Schedule Enclosed is a proposed schedule for design, permitting, contracting and construction of the next phase of the Springbrook Creek (P-1 Channel)rehabilitation of the ESGR Project. I assumed construction in the summer of 2001 when developing the schedule. One important section is the "Field Studies" section of the schedule, which includes surveys, geologic investigations, land-rights boundaries and any other preliminary information needed to design the project. If we can coordinate and obtain this information prior to start of design in January 2000 it will help keep us on schedule. Please review the schedule and send any comments and revisions to me. If you have any questions feel free to give me a call at 206-764-3325 (ext. 102). Sincerely, Roderick L. DenHerder, P.E. Project Manager enclosure cc: Larry Johnson,NRCS, Spokane SO Joe Henry,NRCS, Renton FO The Natural Resources Conservation Service works hand-in-hand with the American people to conserve natural resources on private lands LTR-Straka-Schedule AN EQUAL OPPORTUNITY EMPLOYER AND PROVIDER UUnitedSDA States Department 935 Powell Avenue SW of Agriculture Renton,Washington 98055 Natural Resources Phone:206-764-3325 Conservation Service FAX: 206-764-6677 RECEIVED November 19, 1999 Allen Quynn Surface Water Utility, City of Renton NOV 2 21999 1055 South Grady Way CITY OF RENTON Renton, Washington 98055 UTILITY SYSTEMS Dear Allen: re: Project Schedule - ESGR Watershed Springbrook Creek, SW 27th Street to SW 161h Street Enclosed is the revised project schedule for the design and construction of the next phase of the Springbrook Creek rehabilitation. I combined your comments with those from the NRCS Regional Design Team. At this time, I did not break out some of the construction items as you suggested, as it will be over a year until they occur and the contracting tasks may differ depending on who handles the contracting. This can be determined at a later time. I will set up a meeting in December or January to discuss items of concern, schedules for meetings with permitting agencies, the review process, and collection of additional data required for design. An important item for consideration is whether the City or its consultants (R. W. Beck/NW Hydraulics) will update the hydrology and hydraulic models with the additional stream gage and other data that has been collected since the models were developed. Ron Straka mentioned several years ago that he was considering having someone in the City update the models as changes in land use and infrastructure occur and as additional stream gage data is collected. If you have any questions feel free to give me a call at 206-764-3325 (ext. 102). Sincerely, Kderick L. DenHerder, P.E. Project Manager enclosure ( 2) cc: Larry Johnson, NRCS, Spokane SO w/enclosures Bruce Williams,NRCS, Mt. Vernon AO w/o enclosure Joe Henry, NRCS, Renton FO w/o enclosure The Natural Resources Conservation Service works hand-in-hand with the American people to conserve natural resources on private lands LTR-Quynn-Schedule.doc AN EQUAL OPPORTUNITY EMPLOYER AND PROVIDER Meeting Agenda Springbrook Creek Channel Improvement Project March 8,2000,Renton City Hall 1. L/Overview of Project Design Process— y dw& A.Nw 1—WV /z-40 864 G•7 n)�cf FT✓rv' /V2GSrvt /�N r-L,S'YK.x 2. Project Agreement- Is a formal agreement ngeded lror deign and operiittilig? 3. Communication— jv�+Pr,-f 01C11, fa !, S,4..f Will there be regular meetings with City staff and NRCS design staff? "Avoid black box approach" �V 56,�t qk" l dns ., — yovsf )E:�/&v— 4. Task Responsibilities- — S G✓ City—Specifically what is required for Task 22, 21, 14 and 34 NRCS eo� vrt/ �l k � SfiT�-� —��,-�, I� � S C9t.,. Draft scope of work .5 ' wq:�, 7 Permittingr� yl 5. Funding— G �Jzyz J'J 64•+4s h.,t -U Yx -fPr-pw-ty ,�, >-&V/ t*r ),VZ Do we assume construction in 2001 and go for construction funds this fiscal year(deadline in May)? NRCS funding amount for project 5L?, PA 131W ,>t �Jl z,,,,4,,, F-- -14.j zaiz Are there any consequences if design and permitting is not completed for 2001 construction? 6. Permit Agency Coordination— Pre—application/Scoping meeting with agencies &e, Slums 9''�� WI/�• �.t �� LSD S c nib �?S us�S Ch re'�„►4/? NIA AM) 776 iA./M Lov/L Alt t 1� 1k - W5 CO uvN pr''mr'� (�ar ESGR, Springbrook Creek, SW16th to SW 23rd Street ID Task Name Duration 6/99 7/99 8/99 9/99 10/99 11/99 12199 1/00 2100 3/00 4/00 1 5/00 6/00 7/00 1 8/00 9/00 10/00 11/00 12/00 1/01 2/01 3/01 4/01 5/01 6/01 7/01 8/01 9/01 10/01 1V01 12/01 1/02 2/02 3/02 4/02 5/02 6/02 7/02 8102 9/02 33 Develop BA 3d Enviro ntal Specialist -----------;-----------=------------------------------------------------------------------------------------ ------ -------- - ----- - ----- ----- - - - ------ ---- - -------- --- --------- --------- ------- -------- ----------------------------------------- ----- ----------------------- ------ -------- ------------------------------- -------- ----- - ------- 34 ESA Consultation 180ed -----------------------------------'--------------------------- - •........-.... ------------------------ ---- ---- ----- ----- -- ---- --- ---- ----- ----- ------ -•-•-- - ----- --- ----- ----- ----- ----- -- ---- ---- ----— -----•----- ----------- ---------------- ------------------------ 35 Final EA/FONSI 3d ---- ---- - -- ---- - --- - -- ---- -- ---- ----- -- --- - ----- ---- ----- --- -- - -- - -- - - - -- ronmental S Decialist -----------------------------------------------------------=-------------------------------------------------•----- ------- - --- - -------- ------ ----------- ------ --- ------- ------ -- --- ---- ---- ------ ----- ---- - ---- --•----- --------------- ------- ..........------------ ------------- ----- ---• ----- ---------- 36 FINAL DESIGN 134d ' ----------------------------------------------------------- ----------=-------------------- --- -------- - _ •---- --------- --- - ----- - - - _ - - - - - - - - - - ------- -- 37 Channel Stability 2w -------•--------------•---------------•-------------------:-----------:------------------------------ ------ ------ - ------ ------ ----- - - --- - -- -------------- ---- ---- - -- ------ ------- ------ ---------- --------- ----- --------- -------• - - - ----- - --- ------ ----- ------ -- ----- 38 Vegetative 2w .................-----------------------------------------------------------....----------------------------------------------------------- ------- - --- - ------- --------- ------- - -- ------ -- --- -------- ------ ---------------------------------- ----- ----- ----- —......................- ------------------------- ----- -------------- 39 Final Layout&Design 10d --------------------------------------- -------------=-----------------------=------------------ ------ ---- ---•- -------- -------- --- ------------- ---- ----- .--•-- --•- ----------- ---- --- ----- --- - ----- ------ ------ ----------- -----------------------------------------------—------------------------------------------------------------------------------------- 40 Drawings 20d h I rafter ...........................................................------------------------------------------'- ------ - ----- - -------- ---- ------- --- -------- --- ------ -------- -------- --- ------ - ------ ---- ------- ------ - ---•--- ----- --------- -------- --------------------- ------- - ------ ----------------- ---••-. - -._.. 41 Specifications 20d �sigr Engineer ---------------------------------- ..................------------------- ---------------------- ------ ------- ------------------- ----- --•-------------- - -------------------------- --- ----- ---- -- -----•- -•------ —----- -------- ------ ----- ------- -- ----- --------- ----- -------- -------- -------------------- --•-- 42 Final Design Report 20d ! ig. Engineer -- - - -=-----------=-------- - ------ ------ -- ------ ------- ----• •- -- ------ --- ----- ----- ------ - ----- ----------------•- - •--- ---------- ------- ------ ------- -- ---- -------- - ----- ------ ------- ----- ------•- ----- 43 Inspection Plan 3ew ' esigi i Engineer,Project Engineer -----------------------:-------------------------------------------: - - - --- - ------- ---------------- ------ ----- -------- --------- --- -------------------------- ------------- - - -------- ------------------------------- ------ ------ ----- -------- ------ ---•------ -------- - ------------------ ---------- --------- ----- ------- PS 44 Operation&Maintenance 7d Pr ' t En ineer,City of Renton -----------------------------------------------------------------------------------------------------' - ------- ------- ------- ------ --------- --- ----------- ---- --•-• ----- -------------- - ------ ------------------ ---------------•--•- - -•-- ----•-• ------- ------ --------- - ---- ------ --------------- ------- ----- ------ ------- 45 Renton 2nd Review 2w ' of enton --------------------------------:-----------=----------------------------------- ------- -- --- ------- ----- - --- ------ - --• ------------ --- ----- -------- --------- ------------------ - - ----- - ----- - - ----- ...... - ...... ------ - ------ --•-- - ---- ------ ------- - ------- --------- -------- ------- -------- 46 PERMITS 150d ---------------------------------=-----------------------=---------------------------------' - ------- - ----- - ------ ------ --------- - -- ---------- - ---- ------- ------- ---------- --- ---•---- -- --- ------ ------- ------- ------ ------- •. --•--- ------ -•---- -- ------ --••-- ------ -- -------- ------ ------- -- ---------- 47 Prepare Application 2w ity of Renton -: -- — - -= - - - - ------- -- ----- ------- ------ ----- ---- ------ ----------- ------ -------- ---------- ------- ---------- ----- ------- •----- ----- -------------------- 48 Permit Drawings 3w City of Renton,Tech Drafter —-- .......--•-:......---:•----------------•---------------------------- -----=-------- -- - ------- _---- -- ------ --------- -------- ------- ----- - ------ ------- -------- ----- --------- -- - - ---- ----- ----- - ------- ------ --------- ------ -------- ---------- ---- ------- ----- ----..... ------- -------- - ------ -- ----- 49 Permit Review 27ew ------------------------------------------------------- =-----•-----:-----------=------•- - - -------- ------ -------- -------- ------- ------ ----- -- ------ ----- ------ -------------- ------- - - ----- ------- - •--- ----- - ----- - ------ ------- ----- ----------------- ------ ---------------- ----- -------- -------- ----- 50 NRCS Funding/Budget 195d -------------------=-----------------------------------=---------------•----= - - - ------ ------ ------------------- ------ - - - ------ -- - --- ------- -------- ------ ------------------- -------- ------ ----------—- --- - ----- - --•----- --------- ------- ------- ----- 51 FY01 NRCS Budgt Regl 180ed -------------------------------------------s-----------=•---------=------------------- - - ------ ----- ------- ----- ----- ------- ------ - ------- ----- ----•- -•-- ----- ---------- ---- - ----- - ------ --------- - -•--- -------- ---- --------- ---------- -------- ------------ ------ - ----- 52 FY01 Budget ApprYd 90ed --------------------------------------•-•-------:------------------------------------••--_........ -- --------- --------- -------- ----- ------- ------- ------- - ------ ------- ---- --•--- ----- -t- 4- - - - - - - - ._...._ 53 CONTRACTING 89d -- - = :- = --- = - - - - -- ---- --•-•- -------- --•---- --- ---------------------- ------------ --------- ------- ---- ------- -------------- ----------------- - -------- -------- ------ ------- -- 54 Project Agreement Devlpr hew ctEngineer,Contracting Officer --------- ----------=----------------------:-----------=---•------=---------- •--•- ----- ------ ---------- ------- ----- ----- ------ -----------------••-- ----- ------ ---------- ------- - ---- -------- ----------- ---------- --------- ------•- -------- -------- ------ - ---- ---------- ------ ---------- - ------ ------ --------- --------- 55 Finalize Bid Package hew Contracting Officer - -: = -_ -: ....._.- - - — - - - - ---------- ------------ ----- - ------ - ------ ------ ----- ------ ------ - -- -------- ----- ------- --- 56 Sign PA 1 d 14 --•-------:--•--------------•--------•-•------:---------------------------------- -----------:-----= --------- - ------ - ------ ------ -------- ------- - •----- - -----• ----- -------- --------- ---- - ----- ----- ----- - --------- ------- ---------- ----- --------- - ----- - ---- ----- ------ •----•--. ------------ ----- ----------- -------- - - 57 Advertize 30ed City of Renton,Contracting Officer -------------------•-:------•---•:------•----------•-•----..__..------------------------------- ------- ------ - ---- ---- --------- -•---- ----• - ---- ----- -------- -------- ------- ----•- ------ - ----------- - --- ----- ---------------- -------- --------- ----• -----• ---•-.--- ------ ----------- ------ ----- -------- --- -- 58 Bid Opening 1d ' 14 -----------:•-------------------------------------------- ------=-----------:-----------------=------------ - ----- ---------•-- ----- ------- ----- ----------- •---- ------------- -- - .._ - - - - - - ---- -------------- 59 Award 4w Contracting Officer,Cily,of Renton ------------------------------------------------------------------------= ----- - ------- ---- ----- ------- - ----- ------ ----- ------- ------- ------ ------ --------- -- - ---------------- ------- ---- - - --------------------------- -------- ------ ---- ------- -•--------- ----- ------- -------- ---- - ------ ----• -- 60 Construction Start Id 7/13 ---- ------------------- :_-•-•------:--------------------------------=--------------------- ---------------- -- --------- - - - - _ ---- - - ----- ..... - -- - ---- - - - ----------------- ----- - ----- - ----- 61 CONSTRUCTION 668w ' Project: Task Milestone ♦ Rolled Up Task Rolled Up Progress Date:2/17/00 Page 2 Progress Summary �� Rolled Up Milestone 0 RECEIVED FEB 2 4 2000 CITY OF RENTON PUBLIC WORKS ADMIN. ESGR, Springbrook Creek, SW 16th to SW 23rd Street ID Task Name Duration 6/99 7/99 8/99 9/99 10/99 11/99 12/99 1/00 121001 3/00 4/00 5/00 6/00 7/00 8/00 9/00 110100111100112JO01 1/01 2/01 1 3/01 4/01 5/01 6/01 7/01 8/01 9/01 10/01 11/01 12/01 1/02 2/02 3/02 4/02 5/02 6/02 1 7/02 16102 9/02 1 -------.-----------------------------------:---------------------------------------------------------:----------------------------------------------------------------------------------- ------------- ----- ----- ---------- ------------------------------ --------- ---- ---- -------- ---- -- ---------- ------ --------- -------- ---- --- ----- --------------- - --- - 2 LAND RIGHTS ACTIVITIES 186d ----- --------= --------------- - ------- --------- ------ ----- ------- ------- -------•- - ------- ----- ------ --- -------------------------------- - --- ------ ------ --------------------- ----- ----- ------ -------------- -------- ------ - ------- --•- ---- ----- ---- _. 3 Boeing 25w City of Renton': ----------------- - - -- - -'---------------------- ---------- --------- - ----- ------ ---------------- ------- ----- ------- ------ -------- - - ----- ------- -------- ------- -------- - •--- --.... .._... .._... ----- - ------ ------ - ----- ------- ----------------------- ---------- ----- --------------------------------------- --------- 4 Hunter-Douglas/Benaroya 25w City of Renton; — ----------------------------------------------------- ---------------------------------- --- ----------------------------------------------------------------- ----- ----- ----- ----- ----- -- ...... ---•- --- ----- ----- ------ ----- ----- ----- ----- -------- ---- ------------------- ----- -------- ----- ---------- ----- 5 Seattle Water Dept 25w •. City of Renton; — ------------------------------------------------------------------------------------------------------------------------- ---------------- - ------- -------- ----------- ----- ---••- -•--- •---- ----- ----------------------- -------- - --- - ----- --------- ---•-- ----------- ------ ------ -------- ----- -------- -------- -- ----- - ------ --.--- ----- -------••-- -----•--- 6 Drainage District#1 25w Pity of Renton; -•--------•------•------------------------------------------- ----------------------------- ------ ----- ------- --- ------ - --•--- ------ --------- -------- ----- ------- ---- - - ---- - ------- - -------- ------------ -•--• -------- ------ ---• ------ - •------ -------- - ----- ------------------- ------ ---•---- ----- -- 7 Land Rights Map 5d Tech Drafter --------------------------------------------------------------------------------------------------------:------------------------------------:------------------------------------------ -------------------------------------------------------•------ ---- --------- ---- ------ ------ --------- -------------- ---------------------------- --------- ---------- -.----- ---- ----- ----------------- - 8 FIELD STUDIES 866d -------------------------- ------------------------------------------------------------------------------------------------------ ------ -------- ---- - - - - --- ------ ------- ----------- ------ ------- -------- ------ ------------------ ----- ------- ---------- ---• -------------------- - ------ ------ ------- ------ ------ 9 Design Survey 4w -------------------- -----------------------:-----------------------:----------------------------- ------ ------- -------- - ------- - - - - -- --- - - - -- - - - - - -- - - 10 Wetland Mapping 4w -------------------------------------------------------------.......................-...---------------------------------------------------------------- ---------- ---------- - ---------- -•---• -• ------ ------- -------- - -------- - --- --------- ---------- ------ ------- ------------------------------------------------------------------------------•-•------------ ------ ----- ------ --•-- - 11 Geology Info/Drilling Plan 2w ------------------------------------:-------------------------------------------------- --- •------- -- --- - ------ ------- ------- ----------- ---- -------- - ------ ------ ------- -------- ------- ------------ - ---- ----- ------- ---------- ---- ------------------------------------------------------------------------ ------ -- •--------------- ------- ------- --------- 12 Geologic Investigation 4w -----------:---------•-------•---•--•-----•------•---•--•----- ----------------------------------- ----------- ----------------- ------ ------ - ------- ----• ------ -------- ------------------------------- ---- ----- ----- -- - -- - ------ ------ ----•--- - ---- ------ ----- - ------ ----- ------ ---•----- - ----- -- 13 Soil Mechanics Tests 6ew --- ------........ = = - - - - - - ---- -- -------- - -- ------ ------- -•--- ------ ---- --•--- ----•- - ---- ------- ----- ----•-- -----•- -- ------ ------- ----•- ------ -- ---- - ------ ---------------------------------------------------- ---------••----- 14 Geologic Report 4ew +�U.� � 5i� �� elk _ -•-------- - - - - - - - - -- - - - - - - 15 Sediment hazard analysis 6ew / keS 9a I -of ity o Renton f ---•-----=----------=-------------- ----=----------=---------- -----------=--------- ---------------- = ---------=------ - ----- ----- ----- ----- ---- ------ ---- --- -- ----• ------ ------ - ---- ----- ------ ----- ----- --•-_ -_---- 16 Field studies Review 90ed ------- - - - - - -- - - esign Engi -----------------------------------------------------------------------------------........... - ----- - --- ----------------- - -- ----- -- - ----- ---------- ----- ------- - ------ ------- ----- ---- ----- ------ ------ --------- ------ ---------- --•- -•--- ------------------------ ----- -- ------- ----- ------ - ------- ---------- 17 Sediment Transport 5.4w sign ngin r ------ -----------------------:----------------------------------------------:•----------------•--•-------- - --- ------- ----- ---- ---- ------ -- - ------ ----- ----- ------ -------- ------- ------- - ------- ------- - ----- ---•-• - •----- - •---• •-•-- --------- --•--• - ----- -------- -- ----------------- ----- ----- ------- 18 PRELIMINARY DESIGN 126d ---------- ------------------------------------------------------------:------------- - ----- ------ ----- ---------- ---- ------ - - --- ---------- ----- - ---------------- - -------- ---------- - ------- ---------------- ---------- -- - ------ ------- ----- ------ - --•- ------ ---- - ------ ------ ----•--- ------ -------- 19 Conceptual Design 4ew = -----------�----------------------:----------------------------------------------_... - - - ------ - -- - - ---- - ---- ---•-- --------- ------ ------ --------- ----- ----- --------- -----•- ----•-- -------• ------- ---•-- ------- ------- --------- ----- ------ ------ ------ - ------ -- ----- 20 La 4ew 9tsi?n E gin Tech - = --•--'---•------------------= = = - - - ---- - --- ------- ----- ------- ---- ----- ------ - ------ ---- --• ----------- ----- ----- -------- ----• - ------ -----• ------•-- ---------------- - ----- ------- ------- ---••- 21 Hydraulic Design 3w avY►u' �i Mtn�i z p i P g �s — ---- -- - -- ------ ------- --------- - ------ ----- -- - ------- - ------ ------ -------------- ----- -- ----- - - -- ----- ----- ---------- ------ ------ - -------- --------- --------- ------ -------- -------- -- ----- ----- -- - --- - ---------- = - 22 Hydraulic Check 2w w '• i i i c i i ' _ _ — C' f Re n City 23 Channel Config(prelim) 3w t s "/'� Desig gi eer - -----------=---------------- ------ ---- ----- ----- --- ----- ----- ----- ---- ------ ----- --- ----- ----- ------ ----- ----- ----- ----- ----- --- ------ ----- -•---- ----- ----- ---- --- 24 Geomorphology 1 w ----- - ---- -- - -- ----- - ,- ----;- -- -- - - ---- ----- --- ----- ---- --- - --- - -- ----- -- - -- ---- -- - - -- --- - -- ------ -- -- Geo h logist --------•-----•----•-------------------•--•---------------------------------------•----•----•----- -•--•--• •-•-• - -------- -------------- ----- - - --------------•-- ----- -------- - ---- - ------- - --------- ---- -------- -------- - -------- - ----- -- -------- -•---- ------- ------ --•- •....---------- - ------ ------ ---- ------ -- ----- 25 Preliminary Drawings/Spe 20d as in Engineer,Tech Drafter ------ ----------------------------•------:----------:------------------------------------------------ - -------- -------- --------- ------- -- - ---- ------- ------- ----------------- - ------- -------- ----- ------ -------- ------------------- ----------- -------- ---- - -------- - •--- ---•- - •--- - ------ ----- ------ ------- --------- 26 Prelim Design Report 1w Engineer•. --------------------------•------:-------------------------------: --------------------------- --------- ------ ----- - ------- --- -- --- ------ ------- ----------------- -------- -- ----- - ----- ----- ----- ----•- -- ----•-- ---.- ----- -----•--• •----- -----•- -------- --•---- -- ----- -----• ----- -----•-- -------- 27 Renton 1 st Review 2w of Renton 28 NEPA EA&BA 190d '• '• ------------------------ ------ ----- -----tEn ----- - - ---- ------ ----- ------ ----- - ------ ------- tls I: °� r'" - = - - --.--- - - - - -- - -- -- - - - 29 Pre Permit Meeting 1d 1 m+ ironmenta Special r ect Engineer -- '- --' --- -- -- -----1-- -- --- - ----- ------- --- '- ------ ----- --- ----- ----- --- - ------ ------ -- ---- ---- ----- ----- ------ ------ ------ ------ ----- ------- ------ ------ ------ ------ ------ ------ - ---- ----- ----c-�----: - - • '1..t�' - - - - - - - - - - - 30 Endangered Species/Fish 2ew, Environ I S I t --.........---•-- ---•---•------:--------------------•-••--------- ------- ------------------ ------- ------ ---- - ----- ----- ------- ------- ---- ------- ----- -- - ----- -------- ---------------------------- -------- ------- --------------- -------- ----. - -•---• ---•- ----- - -------------------- 31 Cultural Resources Id It re Resource Specialist ----------•--------------------------------------------•--•------------------------------------ ------ -- --------- ------ ------- --------- - ---- --------- ------- --------- ---- -------------------- - - ----- ------- --------- ------ --------- -------- ----- ------ -- ---- ------ -- ----- -- ----- --------- --------- ------ ----------- 32 Wetlands 1w ' tland Specialist Project: Task Milestone ♦ Rolled Up Task Rolled Up Progress Date:2/17/00 Page 1 Progress Summary �� Rolled Up Milestone 0 RECEIVED FEB 2 4 2000 CITY OF RENTON PUBLIC WORKS ADMIN. ESGR, Springbrook Creek, SW16th to SW 23rd Street ID 0 Task Name 1/00 2/00 3/00 4/00 5/00 6/00 7/00 8/00 9/0 0 12/00 1/01 2/01 45 Renton 2nd Review of Re r ton —- -- -------.......... ........................... ............................................... ........................................................... ................. 46 PERMITS ................................................................................................... .................................... ................................... 47 Prepare Application ity of Renton . ........................................................................... ....................................................... ..................................... ........... ----—-------................ ........... 48 Permit Drawings City of Renton,Tech Drafter ........... .............................................................................................. . ...... .................... ............................................... ..................... ........... ................... 49 Permit Review ........................ ........................ ............................................. ...... ................. ...... .. ............... 50 NRCS Funding/Budget .......... ............ ..........-...................-............. ....................................... ............................... ............................................ ........... 51 FY01 NRCS Budgt Req't ........................................ ........... ...............................................................................—........------ I............. .......................... 52 FY01 Budget Apprv'd ..................... ......................................................... .......... ............................................................ ............................................ ............................ ............ .............. 53 CONTRACTING Won! ....................................... ............-.................. ................. 54 Project Agreement Devlprr roject E ............................................ .......... ........ M] 55 Finalize Bid Package ,contr ................................... ....... ...................................... .......... .............-.............. ................... 56 Sign PA ................................... .......... ..................................................... ............... .......... 57 Advertize ............. ........... ......... ...................................................... ............................ 58 Bid Opening . ................................ ................................................ . .................... 59 Award ................................... ................................. 60 Construction Start ......................... ............... ............................................................ ....... ............ ............ ...................................................... --------- 61 CONSTRUCTION Task Rolled Up Task Project Summary Project: Progress Rolled Up Milestone O Split . . . . . . . . Date:Wed 6/14/00 Page 7 Milestone Rolled Up Progress Rolled Up Split . . . . . . . . Summary External Tasks ESGR, Springbrook Creek, SW16th to SW 23rd Street ID p Task Name Duration 5/97 6/97 7/97 8/97 9/97 10/97 11/97 12/97 1/98 2/98 3/98 4/98 5/98 6/98 7/98-_ ...................................................................................... ................. 2 LAND RIGHTS ACTIVITIES 186 days . ................. ------......... ................................................................................... ................ 3 Boeing 25 wks ....................... ................. ............................................... ............. ............ ....................... .................................................................. 4 Hunter-Douglas/Benaroya 25 wks ...................................................................................... ................... ..........-................................ .................................................................................. 5 Seattle Water Dept 25 wks ........................................................... --------------- ................................................................... ................................... 6 Drainage District#1 25 wks ................................... .... ....... ....................................... .......... ................................. 7 Land Rights Map 5 days . .............. ................ ............. 8 FIELD STUDIES 866 days ................ .......................... ....................................... .............................................................................................................. ................... 9 Design Survey 4 wks ........................• ..................................... ................................................ ............... ............................... ...... ............. 10 Wetland Mapping 4 wks eity of Rehton ......................................................... ............ ............................------- .......................... ............................................................ ............... 11 GeologyInfo/Drilling Plan 2 wks P4 eologi t ............................-- S ....................................................................................................... ............... . ....................... 12 Geologic Investigation 4 wks lbeo og,st,13, (T-ech) .......................................................... ........... .................................................................... 13 Soil Mechanics Tests 6 ewks ............................ ...................................... .............................. 14 Geologic Report 4 ewks ..................................................... .............................. .............................. ....................................................---------.......... .................... 15 pq Sediment hazard analysis 6 ewks ........................................ ................................................ ................................. ............................................................ 16 Field studies Review 90 edays ..................... ......................................................7......................- ................ ........................... .............. .................. 17 Sediment Transport 5.4 wks .............................. ................ .............. 18 PRELIMINARY DESIGN 126 days .............. .................................................................... ............................................ ........ ..................................................................... 19 Conceptual Design 4 ewks .......................................... ........ ------ ..................................................... 20 Layout 4 ewks ........................ ....... ..................................................... ..................................................................... ............ ....................... 21 Hydraulic Design 3 wks ..............................................................................- ------- ........ ........... ------- 22 Hydraulic Check 2 wks Task Rolled Up Task LU Project Summary Project: Progress Rolled Up Milestone O Split Date:Wed 6/14/00 Pagel Milestone ♦ Rolled Up Progress Rolled Up Split . . . . . . Summary External Tasks ESGR, Springbrook Creek, SW16th to SW 23rd Street ID 0 Task Name 1/00 2/00 3/00 4/00 5/00 6/00 7/00 8/00 9/00 10/00 11/00 12/00 1/01 2/01 3/01 4/01 5/01 23 Channel Config(prelim) TOM Design gi e r 24 Geomorphology -_ _ Geom ph I gist ................................._.._. _ ....._.._..-- --..._- ....__..- — 25 Preliminary Drawings/Spec i n Engineer,Tech Drafter ...._.__. _. - - .............. _........- --._....._....- --- 26 Prelim Design ReportIle i n Engineer ....._ . ........ .. .... ..- -' -. ... .. ._.. --.... — -- ---- _ y 27 Q Renton 1 st Review City of Renton __._... -------- - - --- ' . ... ...... -------- --- - ......_.._ 28 NEPA EA&BA -—.. __ .. _._._. .....---- __ _ 29 - __. Pre-App Permit Meeting Environ a tal Specialist,Project Engineer 30 Q Endangered Species/Fish -_—.... .._ Environmental S ecialist 0° ]; ish Biologist --._ --------.- ......... __-..........._ - -- ------.-........_-....- -......_.....-- -- ---.. 31 Cultural Resources C If re Resource Specialist ----- ---.....- ...._..._........._._.. . : .... - ----- — ...... ................ ---- 32 Wetlands _ _............. ......-.......--- ---._._ .. __.... ............. Welland Specialist .._.._ ......... .... ...._..- - —..__ 33 Develop BA ---.............._........--.............._....... -_._...... Enviio�rn+tal Specialist ---- ---- -- - ._... ....... _ _: _._.... ...... ......... ._.......__.............- ----....- ---- -- 34 ESA Consultation 35 Final EA/FONSI ironmental Speck list - t 36 FINAL DESIGN --..__..__...- - -----......--...__. ..... _.._... _ ....._.._ ........- .. ._.._._ -......................... _...... ........ _ --- ---- - --- --- 37 Channel Stability --. ......... .. 38 Q Vegetative - ........ _-...--- -_ _.......----._ ... .. - --- - Besi�n En 39 Final Layout&Design ._...-- -_.._.........._ -.. ........-- . -- _.._:......................................_....._._..- ._.. _. _ ........ _.-- 40 Drawings ch Dra er 41 Specifications - ->- -- - ...--... _ ....................................... esign E gineer ---- - ......... 42 Final Design Report IHA:esign E gineer _................. _ _....---...... -- ... - -. .._._..__.... - ......--- ---..._ _.._.... --.. 43 Inspection Plan esign E gineer, .. ----- __ _._..........._.-_...-.... - - 44 Operation&Maintenance ti Proje Engine r,City o Task Rolled Up Task III I I I I I III I ITO Project Summary Project: Progress Rolled Up Milestone O Split Date:Wed6/14/00 Page 6 Milestone ♦ Rolled Up Progress Rolled Up Split Summary External Tasks MEFFIRFM ESGR, Springbrook Creek, SW16th to SW 23rd Street ID Task Name Duration 6W 7/99 18/99 1 9W 11 0/99111/99112M 11/00 12100 13/00 1 4/00 15/00 1 6= 7/00 9/00 10/00 11/00112/001 1/01 12/01 FOTT4/0715/011 16/01 17/01 18/01 19/01 110/0111110111210111/02 12/0213/02 14/0215/02 16/02 17/027T8/02] 9/02 33 Develop BA 3d Enviro ntaI Specialist ---------------------------------- -—---------------- ---------------------------- --------------------- --------- ------- -------- ---------------------- ------- --------------------I----------------------------------------------- ----------------------------- ------------------ -------------------------------- -——------------ ---------- ------- ------------------...........------------------------ 34 ESA Consultation I 80ed --------------------------,-------------------------I--------------- -------------------------..............I-------------------------------------------------- ----------- ---------- --------- ---- -------------------------------------------- ----------------------- -----------------------*------- ----------------------------------I----------- ----------- ------- ...... ----------- 35 Final EA/FONSI 3d ronmental S 3ecialist ------------------------i---------------------------------------------- --------------------------------------------------------- ------ ------------1- --------- - ------------------ -------------- --------- ---------- --------------------------------- ----- - - ------------------ --- ---------- -------- ----------------------------------------------------------- ------------------------ 36 FINAL DESIGN 134d ---------------------------------------------------- ------- ---- - ------ ------------------ ----------------------------------- ------------------------------------------------------------ --------------------------------------------------------------------- -------------------- -------------------------------------------------------- --- ------------------------------ -----------7---------- --------- 37 Channel Stability 2w ---------------------------------------------- -------------------------- ------------------------------------------------ ----------- -------------------------- ------------ -------- ------------------------------------- ---------- --- ----- ------------------------ --------......----------------------------------------------------- -----------------------------------...... ----------------------------------7----------- 38 Vegetative 2w ------------------------------------------------------------------------------------------------------------------------------------------------------------------------- -------7----------7- -------------------------------- -----------7----14 1 -- -------- ----------------------- 39 Final Layout&Design 10d -------------------------------------------------------------------------------7----------------------------------------------------------------------------------- -------7----------7- -------------------1--------------------------------- -------- ------- --------------------------------------------------------7------------------------------------------ -------7----------------------7---------7------------------------I------------------------7�---------- 40 Drawings Md �ch rafter:: ------------------------------------7-------- ......-------------------- -----------.....---------------------------------------------------------------------- -------7------------ ------------------------------------------7------ ----------- ------------------------------------------------- -------------------- ----------------------------------- ----------------------7-----------------------------------7------------7------------------------- 41 Specifications 20d 1)%siqr Engineer ------------------ --------------------------------- -------------------------------------------------------------------- ------------------------------- -----------i-----------7------------7----------------------- --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 42 Final Design Report 20d riG!r Engineer -------------------------------------------------------------- ----------------------------------- -------------------------------------------------- ------------------7- ------------------------------------------------------- -------- - ----------------------------------------- ------- ------------------------------------------------------------------- -----------------------------------------------1------------7----------------------- 43 Inspection Plan Sew esiq Engineer,P"Engineer --------------------------------------------------------------------------------------------------------- --------------------------------- ----- -------7------------ -------- ------------------------------------------------ -------7- - ----------------------i-------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------- 44 Operation&Maintenance 7d Prqj.4 1 En lineer,City of Renton ------------------------------------------------------------------------------------7----------------------------------------------------------------------- --------- -------7------------ -----------------------------------------------7---------7---- --7--------7 ----------------------I--------------------------------------------------------------------------7-----------------------------------------------------------------------------------------------7----------- 45 Renton 2nd Review 2w t y of Zenton ---------------------------------------------------------------------------------------------------------------------7-------- -------------------------- -----------------7- ----------------------------- 7-----------7----------7------------------------------- ----------------------------------------- ------------------------------------------------7----------------------I------------7----------------------------------- -----------7---------- 46 PERMITS 5W ------------------------------------7----------------------------------------------------------------- ---------------------------------------------------------------- ---------------- ------------------------------------------------------------------------- ------7-----------7-----------------------------------------------7---------------------- -------------------------------------------------------------------------- 47 Prepare Application 2w ity of Renton ------------------------ ---------------------- ---------------------------------I-------------I------------------------------------------- ------------------------- ------------------- ------------------------------------------------------------------------ --------------------- --------------------------------------- ---------------------------------------------------- -------------------------------------------------------------------- 48 Permit Drawings City of Renton,Tech Drafter ---------------------------------------------------------------------------------------------------------------------7---------- .7-----------------------7----------------------------------7---------- ....----------------------------------------------------------------- ------------------------------- ---------------------7------------------------------------------------7-----------7----------- ---------------------------------------------------------- 49 Permit Review 27ew ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ---------------------7--- ------ ---------------------------------I---------------------------------------------------------------------------------------------------------7------------------------------------7-----------7----------- 50 NRCS Funding/Budget 195d ------------7----------- ------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------- ----- ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 51 FY01 NRCS Budgt Reql 180ed • -------------------------------------------I------------ ----------------------- ------------------------------------- ------------------------------ ---------- ------------------------------------------------------------ ----7------------ ----------- 90ed 52 FY01 Budget Apprvd ---------------------------------------------------------- ------------------------------------------------------------------------------------------ ---------------------------------------- --------------- ------------------------------------------------------------------------------------ ----------------------------- ----------------------------------1------------7----------------------- 53 CONTRACTING 89d -----------------------I----------------------------------------------------------7----------- ----------------------- ------- ----------I-------------I-------------------------------------------I----------------------------------- ---------- ------------------------------------------------------------------------------------------------------------------------- 54 Project Agreement Devlpr 6ew, oject.Engineer Contracting Officer ------------------------------------7----------------------7------------I---------------------------------------------------------------------------------------------- ---- ---- ------------------------------------------------------------ ----------- ----------- ---------------------- ----------------------------------------------------- --7 ---------------1------------7----------------------7----------7----------7------------------ 7----------7 55 Finalize Bid Package 6ew, Contracting Officer ------------------------------------------------------------------------------------------------ ------7---------------------- --------------------------------------------------------- ---------------------- ---------------------------------------------------------------------------------- -----------7---------7-----------1-------------------------------------------- 56 Sign PA I d 14 ------------------------------------- -------------------------------I-----------7-----------7------------------------I------------ --------- ------------------------I--------------------------------------------------------------------------------------------------- ------- ------- I------------- ------------------- -----------------------------------------------------------I----------- -------------------11-1--------------------------7--------------------- 57 Advertize 30ed ity of Renton,Contracting Officer -------------------------------------------------------------7------------------------------------------------------------------------------------------------------------------------------ ----------- ------------------------------------------------------------......... ---- 7------------------------------------------------------------------- ----------I----------------------------- ----------------------------------- ----------- 58 Bid Opening Id 14 ------------7----------- -------------- ---------------------------------- ------------------------------------------- ------------------------------------------------------------7---------------------- ------------------- -------------7--------------------------------- ------------------------------- --------------------------------------......--------------------------------------------I------------I------------------------ --- -- 59 Award 4w Contracting Officer City,of Renton --------------------------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------- ----------------------------- ------- ---------- --------------------- ----------- ----------- 60 Construction Start 1 d 7/13 ------------ ----------- ---------------------------7----------- ----------------------------------I------ ------------I------------------------------------------------------------------------- ------------ ------------------------------------------7-----------7----------------------- -----------------------7-----------------------------------7-----------------------------------------------7-----------1-----------1------------7----------- 61 CONSTRUCTION 66ew -- ------------------ 14..... .... ... 14 C Project: Task Milestone Rolled Up Task Rolled Up Progress Date:2t1 7/00 Page 2 Progress Summary Rolled Up Milestone ESGR, Springbrook Creek, SW16th to SW 23rd Street ID Task Name Duration 6M 7/99 8/99 9/99 10/99 111/99 1121991 1/00 121001 3/00 4/00 1 5/00 6/00 7/00 1 8/00 1 9/00 10/00 11/00 12/00 1/01 2/01 1 3/01 4/01 1 5101 6/01 7/01 8/01 9/01 110/01 111/01 112/01 I 1/- 2/02 I 3/02 I 4/02 I 5/02 6/02 7/02 8/02 9/02 1 - :------------•_---------------:------------•-------------------- ----- - - - - ---- --- - - - - - - - - --- -------- ----- - ------ -----------•---- -------- ------- -------- ---------------- - ---- - -------- ------- ----- ------ ----------- 2 LAND RIGHTS ACTIVITIES 186d - -- - - - - - -- - - - -- - - - - - ------ - ---- - - - - - - - - - - - - 3 Boeing 25w - City of Renton' -------- - - : - - :-- - -- --- - -- -- -- - - - ----------------- ------- ------- -------- - - - ------- - ------ ------ -------- -------- ----- ---------------- -- ------ ------ - - - - - - -- 4 Hunter-Douglas/Benaroya 25w City of Renton: ----------:------------------------•---------------------------------:-------------•--------- -- ------ ------ - - - - - --- ---------- ------- -------- -------- - ----- --- ------------ ----- ---------- ---------- ------ - - - ---- ------- - ----- -------- ------------------- --- --- 5 Seattle Water De 25w Pt C' of Renton: - ----------------------------- - - - - - -- ----- ------------ ------ --------- - --------- -------- - -- - -------- ------ ----------------------------- - ---- ------- ----- ------ ---------- ----------- ------------ ----- ------ ------ ------ ------- ------ ---- ------ ----- - ----- 6 Drainage District#1 25w City of Renton: -•--------------------------------•----------•------ -- - -- - - - - ......- ------- ------------------------------------------------ - ------------- --------- ------ -------- ------- - -------- ------------------------------ ------------- ------ ----- ------ --------- --------------------------------- -------- ---------------------------- 7 Land Rights Map 5d Tech Drafter ------------------------------------------ ------ - ---- - - ---- : ---- -- -------:-------- _---- - - -- -- ----- -------- ------ ----- - ----- -- ------ -------- ------- ----------- ------------------------ - ----- ------------------------------ ------------- ------- --•- ------ ------- -- - - - - ---- -- - 8 FIELD STUDIES 866d ---------•------__-•------- -------------------------------- - --- - -•--------- ----------- ------- - -- --------- - --- ------- ---- ------- - ----------- ------- ------- ------- -------- --------- ----------- ---------- ----- -------- ----- -- - ..... ---------- ------- - ----- - ---------- -- 9 Design Survey 4w -:-- --- : -: - ------- - -- -- - - -- -- -- --- - ----- ------ ----- -------- -- ----- - - - - - -- ---------------•------ ------- ----- ----------- -- --- - - - -- -- --------- 10 Wetland Mapping 4w ` ' '• - -------------------------------:-----------:--•----------------------------------- -- - --.---- •------- ------ -------- - - --- ----------- ----- ------ -------- -- ------ ---------- ---- - --- ------- ---- ----------------------- ------- ------ ----- ------ ---------- ---------- -- - ------ ----- --------- ------ ------- 11 Geology Info✓Drilling Plan 2w -----------•------------------------------- - - - --------------- ----- - - - ----- ---- --- ---- -- -- -- ------ ------- ------- --- - ----------------- --- ------ ------ -------- -------- -------- ------------------- ------------- ---- - - --- - - -- -- - - 12 Geologic Investigation 4w ----------------------- -----__--------:--------••------•------------------------------ --- .---------- — ---- --- --------- --- --------- ----------------- -- - - ------- ---------------------------- ----- -•-•-- ------- ----- -------- --------------------------- ------ - -- - - 13 Soil Mechanics Tests 6ew - - - -:- -: - - - - - - - - -- -- - - ---- ----------- ------ -------- ----- ------ - --- - -- ----- ------- --------- -------- -------------- ------ ----- ----•---------------- ---- --- ------ ------ ------- 14 Geologic Report 4ew ---------------------------------------•---------------------------- ------- - - ------- -------------- - - ---- - ------- ----- ---------- -------- ---- - - - -- ------ --•--- - --------- ---------- -------- ------------------------------ - -------•-- ---- ------- -------•--- ----- ----- 15 Sediment hazard analysis hew ity of Renton ----------------------------:------------------------------------------------------------------ ---- -- -- -- - ---- --- - - - -- -- --- -- ---------- -- - - --------- --- - - - - - - -------- -- - - ------------------ ------- ------- ------- - - - 16 Field studies Review 90ed ' esign Engine -----------------------•-----------------------•----- -- - - - ----- ------ - ---- - - --- - ------ ---------------------- --------- - ----- ------ - - ------------ ---------- ------ ------ ------- ----- ----- ------------ - ------- ------------ ----- - ------ ----- -------- -------- --------- 17 Sediment Transport 5.4w D esign Engin r -----------------------------------------------------------------------:-- - - : ---------- - - - - - --- --- -- ---------- -- - ------- -------- ----- ------- - - ---- -- - ----- ------ ----------------- - - - --- - - - - - - --- 18 PRELIMINARY DESIGN 126d ----------:-------------------•------..._................-•-•-----••------- - ---- - -- - - - - ---- ---- --------- -- -- -- -, -- -- --------- ---- ------------------- ------•-- ---- --------- --------------- -------------- -- - ----- - -- --- 19 Conceptual Design 4ew ---------------------------------------------------------•--•--- --------------'- -- - --- - ---- - --- ----- - - - --- -- - - - - - - ---- -•------ - - - - --- - - - ---------- --- ----•--• ------- -------- ------- ------ - ----- 20 Layout ^' n E i Tech ft r -------------------------- -------------------------- -- --- ---- - - - -- ---- - --- -- -------- --- - ---- -----• -- - -- ----• ----- ---------------- ----------- -------- ------- --------- ---------------- - -----------.---•- - -- ---- ----- 21 Hydraulic Design 3w ign ngin - : --- -- - - - --- -- -- - - - - - - - -- - - ------- ----- -- - ---- ---- ----- ------ --------- - ------- - -- ----- -- - - - - - - -- -- --- -- 22 Hydraulic Check 2w : R. Py Py ------------------•-----:-----------:----------- - - ---- -- --------------•------ - - - ----- ------- - - - --- -------- ••--- - - - - - - - -- - 23 Channel Config(prelim) 3w : 'i ieer -------------------------------------------------------=---------- ---------- ---•------------ ----• - ----- - - - --------- - - - ---- - -- -- - - - -- - - -- ----- ---------------- -- ----- - ---- ------------------ -------- -------- ------ - ----- -- ------ ------- -------- ------------------- 24 Geomorphology 1w Ist -' = --= - =- - ---- - -- - - - - - - ... - - ---- ------ ------- - ------ -- ---- -- ------ ------ ------- -------------- --- ---------- --------- ------ ---- ---- 25 Preliminary Drawings/Spe 20d n Eng;�eer,Tech Drafter ---------=----------=---------------------- - --= --------- --------- --- ------ ---- - •------- - -------- - -- - - - - - -------- - ------ -- ---- - ----- --------------- ---------- -------- ------ ----- ----- ------ - ------ ---------- --- ------- ------ ---- -------- -------- 26 Prelim Design Re 1w 9 Port n Engineer - - = : = - - - --------- ----- - ----- -- --- ----------- ----- - -- ---• ------ ------------- -•----- - ----- - -------------- --------- ------------------ ------ ----- ------ ----------- ----- ------------------ ----- ------ ------- ----- ------ 27 Renton 1st Review 2w of Renton ----------------------:------- - -- - - - - - - - - - - - --- - - - - - - - - - - - -------- ------- ----- --------------•--- --------- ------------------ ------- -------- -------- ----- 28 NEPA EA&BA 190d - - - - - ---- -------- -------- - -- - ------ ---------- ---------- --------- - ---- ------ - ---- - ---- - ------ ------- 29 Pre App Permit Meeting 1d : :E ronmenta Special Erx3ireer ---------------------------------------------------------------------------- --------- - ------• -------- ------- ------ ----- - . -- ------- ----- - ------ ------- ---------- ----- - ----•---- ------ - ------- ------ -------- - ------ ------ ------ - --•--- - ----- 30 Endangered Species/Fish 2ew Environme S I st --------------------- - - - - - - - - - _ ..- - - ------- ----- ----- ----------- ----- - ------ ----- - ------ ------- -------- ------- - --------- ----------- ------- ----- --------- 31 Cultural Resources 1 d ;k re Resource Specialist = -=---------=-----------------------=----------=----•--------------- -- -------- --------------- ------ ----- ---- - - - - - ---- ----- - ----- - -•• - ------- -------- ------- ------ ----------- ----------- -------- - ----- ------- ------ - ---- - ------ - ----- ----- - ------ ------------ -----------32 Wetlands 1w ' nd.Specialist Project: Task Milestone ♦ Rolled Up Task Rolled Up Progress Date:2/17/00 Page 1 Progress Summary Rolled Up Milestone Q ESGR, Springbrook Creek, SW16th to SW 23rd Street ID Task Name Duration 6/99 7/99 8/99 9/99 10/99 11/99 12/99 1/00 2/00 3/00 4/00 5/00 6/00 1 7/00 1 8/00 19100 10/00 11/00 12/00 1/01 2/01 3/01 4/01 5/01 6/01 7/01 8/01 9/01 10/01 11/01 12/01 1/02 2/02 3/02 4/OZ 5/02 6/02 7/02 8/02 9/02 1 - - -- -: -- - - - - -------- -------- ---------- --------- -------- ------- - ------- - ------------------ ------ --------- -------- ------ --- - ------------------- - - - - - 2 LAND RIGHTS ACTIVITIES 186d - - - ----- - ------- ------- - --- -----------•-----------:----------------------------------- ---------------------=----------------=---------------------------- -------- ------- - ------ - -- ---------- - ------- ------ 3 Boeing 25w - ----------------------------- ------- --------- - ---------------- ------- --------------------- ------------------- - - --------------------- --------- -------------------------------- City of Renton: ----------------------- --------------------------------------------------------- ---- ---------- ------ - ------- - -- - - ------ ----- ---------- ------ ------- -- - - ------- ----- ----- ----------- ----------------- ----- -------- -------- ---- ---- — - - - 4 Hunter-Douglas/Benaroya 25w City of Renton: - -------------------------------------------------------------------------------------------------------- --------------------- ------------------- - ----------- ------- -- 5 Seattle Water Dept 25w - ------- --------------------------- ----------- ------------------ ------ ----------- ------------------------------------------------ ------------------- ---------------- ------- ---------------------- ------- City of Renton:: - - - - - - - - -----------------------------------------------:----------------------:---------------------- ------------------ ----------- ------ -------- ------ - -- --- -------- --------- --- ------ ------------------- ---- --------- -------- - ---•--- 6 Drainage District#1 25w enton:CityoR ------------------------------------------------------------------------------------- - - - ------------------ - - — - ------ ---- 7 Land Rights Map 5d : • --------------- ------------ --------------------------- - ------ - ------ -------- -------- ------------------------ - - ------------------- ------ ------ -------- - --------- Tech Drafter — - — : — - —— - — : -- —i —i '-----------=—---------i---------------—------------------ — — — — — — — — — — — — ---- - - = -- 8 FIELD STUDIES 866d - - -----------------------=------------ ---------------=-----------------------=------------------- - -------- ----- ----------- ---- ----------- ---------- --- ------- - --•-- - ----- ------ ----- -- - - - - - - = - ----- ----- ------ -------- --------- - 9 Design Survey 4w - - --------------------------- = - = - ----------- ---- ------ -------- ------ ---- ---------------- ---- -------- ----------—--- ---------------------- ------ --------- ----------- ------- ----- ------------ ---- ----- - -- - — - - - 10 Wetland Main 4w ----------------------=------------------------------------------------------------= ------- ------ ------- ---- ---------------------- ---- ------------ ---------------- - - - - 11 Geology Info/Drilling Plan 2w € - - ------------ ----- -------------------- ------ ---------- --------- ----- ------------------- -- ---------------------------------------------------------------------------------------------- ---------------- ------- - ------------------- ------------ - --------- ------ ---------- --------- ------- - - - - - - 12 Geologic Investigation 4w - ------------------------------------------------------------=------------------------------- ------------------ ---- - -------- ------ ---- -- ------- -- ---------- - --- ------ ------ ---- ------- - ----- - ------- ----- ------ -------- ------- - ------•- - ----- ----- ----- ------------------------------ - - 13 Soil Mechanics Tests hew ------ - ----------------------------------------------------------- ---------=------------------------------ -------- ---- - --- --- ------ - ---------- ----- --------- -- ---------- ----- - ------ ---- ----- - - -- 14 Geologic Report 4ew s - - --------•-- ------- - -------------------- --------------------- - ---------------------------= ----- ---- -------- -------------------- ------- - ------- -- - - ------- - --------- --------------------- -------- - ----- ------ ----- -------- --------- ----- ---------- ----------- -- 15 Sediment hazard analysis hew -------- -- ---- ------ ----- - ------ ------ - ------ ----- - ----- ity of Renton ----------=-----------------------=---------:---------------------------------=------- ----- --------- ------------------- ------- - - - ----------- - - - - - - - 16 Field studies Review 90ed --------- ----------------- ----- ------- --------- ----------- ------ -----------—- esign Engine - -- - = ----------- ------------- - --------------------------------------- ------------ ------------------ -------- - ------------- ---- ---- ----- --- -------- --------- ------- -------------------- ------ --- - ------ ---------- ------ ------- -------------------- - - 17 Sediment Transport 5.4w - ign Engin - - ----------- ---M --- -- ------- - - - - -- 18 PRELIMINARY DESIGN 126d - - -- - ----- - ------------------------------------------------=-----------------------------------=----------- -- ------------ ------------------- ------------------- ---- -- - -------- ------------------------------------------------- -- ---- ------------ - ------ ----------- ------- -------- - - - 19 Conceptual Design 4ew - -. - - -- - ---- - - - --------------------- ---------- ------ ------------ - - - -- --- --------- ---- ------- -------- ---- ----- ----- ----- ---- ----- ----- ------ ----- ----- 20 Layout 4ew - - - - - - - - i c i ign E gin Tech ft r ---------------------------------------------=---------------------=----------=- -' - - — — -..._-------------- -----' _ -- -------- :--i 21 Hydraulic Design 3w : € - - - - - - - - - - -- - - - --------------- -------- ----- - ------------- Yd �9 D ign ngin r ------------------------------------------------------------------------------------------------ -------- ---- ---------------- - - ------- ---- ------ ------- - ----- ----------------------- - ---- ------------ ---- ------- -------------------- --------- ----- ---------- -- 22 Hydraulic Check 2w ity f Ren -- - -= - - - -- - - - - -- - ------- 23 Channel n - - - - - - - - - -------- -------- Co fig(prelim) 3w Desig gi eer : -----------=-----------------------------------------------------------------------=------------------------------ - ------------------- ---- --------------- ------- -- -- ------- ----------------------------------------- ----------------- - ------ ------------------- ------- ---------- --------- 24 Geomorphology 1 w - - -------- ------ ------ ---------- -------- -- ---- --------- ------- ----- -------------------- ist ----------------------------------------------------------------------------- - ---------- --- ----------- ------•--------- - ---- --- - - ----- - ----- -------- - - - - ---- 25 Preliminary Drawings/Spe 20d - - - - - - n Eng,ieer,Tech Drafter: - -; - - - -- - — - ---------- - ------ - ---- ----- ----- - - - .- 26 Prelim Design Report 1w -- ------- - --- ------ - ----- ----------- --------- -- -------- --------- - ----- -- n Engineer: --------------------:--------------------------------------------------------=------- --------- ----- ------------------ - --- ------ ------ - ------ - - ----- ------------- -------- - --------- ------- ----- -------- ------- - - - - - - - 27 Renton 1st Review 2w - of R,Anton --------------------------------------------------------------------------------=--------- - ------------------ ------------------ - --------- -------- -- -- --------------- --------------------------- ----------- --------- ------------------- ---------- ------ ------------------------------------------------------------------ --------- ------ - ------- ---------------------- - - 28 NEPA EA&BA 190d - - ----------------------------------------------------- --------=------- -- ------- ------ — -- --- --------- - - ------- --- ------ --------- - 29 Pre-A Permit Meeting 1d - - ----- ---- -- ----- ------ -- --- - - - - - - --- ----- - ....----- --------- -- - --- - --- - --- - - ------ --- ---- PP g E 'ronmenta Special Enc;ineer ---------------------------------------------------------------------------------=---------- ------ -------- -- - -- --- ------------ - -- -- ------ - -- ------- --- ------ ------- -------- - -------- ----- ----------- ---------- -------------------- ----- ----------------------- ---- - 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DATE: January 21, 2000 TO: Jana Hansen,Development Services Division Sandra Meyer, Transportation Systems Division Jack Crumley,Maintenance Services Division Abdoul Gafour, Water Utility Division Dave Christensen, Wastewater Utility Division Leslie Betlach, Parks Division FROM: Lys Hornsby,Utility Systems Division C�4 STAFF CONTACT: Ron Straka, Surface Water Utility Allen Quynn, Surface Water Utility SUBJECT: Project Proposal Springbrook Creek Channel Improvement Project— Oakesdale Ave. SW to SW 23'd Street PROJECT OBJECTIVE The purpose of this project is to improve the channel capacity to convey flood flows and to provide habitat improvement along Springbrook Creek between Oakesdale Ave. SW and SW 23'd Street. Based on hydraulic modeling,this channel reach was identified as a capacity restriction resulting in flooding and stream bank erosion. The increased capacity of the channel will help address the flooding and erosion problems along this section of the creek. Habitat improvement will be incorporated into the project to benefit water quality and fisheries resources. PROJECT BACKGROUND In September, 1997,the City completed the Final Plan and EIS for the East Side Green River Watershed Project(ESGRWP). The Plan contains several alternatives to alleviate flooding and improve habitat and water quality along portions of Springbrook Creek. Springbrook Creek Alternative 3 (designated SC3),and its associated elements, was selected by City Council as the alternative that would best meet the goals of flood control,water quality and habitat improvement. The Springbrook Creek Channel Improvement Project—SW 271h Street to Oakesdale Ave. SW would complete the first phase of SC3 - Element 2(Channel Improvements). The downstream portion of the channel between SW 161h Street and Oakesdale Ave. SW. was completed in the Fall of 1998 as part of the Oakesdale Ave SW Extension Project. The attached drawing shows the location and the extent of the proposed project as well as completed portions of Alternative SC3 - Element 2. PROJECT DESCRIPTION The Springbrook Creek Channel Improvement Project- Oakesdale Ave. SW to SW 23`d Street would improve and restore approximately 3200 linear feet of channel along Springbrook Creek. Springbrook Creek Channel Improvement Project January 21, 2000 Page 2 Improvements include constructing a high flow bench 10 to 17 feet wide on both sides of the creek, accomplished by excavating out a 3:1 side-slope up to the high flow bench elevation. The channel bottom will remain unchanged as much as possible to minimize in-stream construction work. To improve the fish habitat characteristics of the stream,various species of native shrubs and trees will be planted along the low flow channel. The plantings will provide shade to lower water temperatures,which will increase the concentration of dissolved oxygen. The final design may also include an asphalt pedestrian trail to connect segments of the existing Springbrook Creek trail along the west side of the creek. The construction of the trail will be funded by others. INVOLVEMENT AND PARTICIPATION A. Federal Partnering This project will be designed and constructed in partnership with the Natural Resources Conservation Service(MRCS). It is anticipated that most of the construction costs will be paid with Federal funds. B. Federal and State Permitting Agencies The U.S. Army Corps of Engineers,National Marine Fisheries Service, Washington State Department of Fish and Wildlife, and Washington State Department of Ecology will be responsible for reviewing the project for compliance with federal and state environmental laws and regulations. C. Community and Private Utilities Property owners and utilities affected by the proposed project will be notified and given the opportunity to provide input during design and construction. PRELIMINARY COST ESTIMATE City costs for design assistance, permitting and construction: $350,000 NRCS costs for design and construction: $1,650,000 Total Project Cost: $2,000,000 FUNDING SOURCE Project management, permitting and hydraulic modeling will be funded through the Surface Water Utility Capital Improvement budget(421). Design and construction will be partially funded by NRCS through the Federal Small Watershed Programs(PL-566). Presently,NRCS has committed funds only for design. The availability of Federal funds for construction in fiscal year 2001 won't be known until October 1, 2000. H:\DI VISION.S\UTILITIE.S\DOCS\2000-010.doc\AQ\tb � ys f6-ik�� y� . Springbrook Creek Channel Improvement Project January 21,2000 Page 3 PROJECT SCHEDULE Task Due Date Preliminary Design May 2000 Land Rights Secured August 2000 NEPA EA &BA August 2000 Final Design September 2000 Federal Funds for Construction Secured October 2000 Permits December 2000 Advertise for bids January 2001 Begin Construction April 2001 Project completion December 2001 *The contractor will be limited to in-stream work during the months of June through September due to State Department of Fisheries permit requirements. Construction is dependent upon securing the required land rights, permits and Federal funding. STAFFING Design and construction management will be shared jointly between NRCS and the City. NRCS staff will provide the bulk of the design work. The City will be responsible for design support and review, land rights acquisition, hydraulic modeling and preparation of all required permits. A. Project Management The Project will be managed jointly by Allen Quynn of the Surface Water Utility Division of Planning/Building/Public Works and Rod DenHerder of NRCS field office in Renton. B. Design NRCS will produce 30%, 90%and final design plans and specifications. Additional hydraulic modeling may be performed by R.W. Beck,Inc. R.W. Beck, Inc. is currently on the Utility System's annual consultant roster. C. In-house Reviews All affected City Divisions and Departments will be given an opportunity to review and comment during each design phase. Please complete the attached response form and return it to Allen Quynn of the Surface Water Utility by February 4,2000. If you have any questions, please call Allen at Ext. 7247. Cc: Gregg Zimmerman H:\DIVISION.S\UTILME.S\DOCS\2000-010.doc\AQ\tb MANAGEMENT ACCEPTANCE AND COMMITMENT FOR THE Springbrook Creek Channel Improvement Project Oakesdale Ave. SW to SW 23 d Street ❑ We concur with the project scope and schedule as outlined in this project proposal. We are assigning (Ext. ) as our representative on the design team. We concur with the project scope and schedule as outlined in this project proposal. We will not be assigning a representative to participate on the design team but reserve our right to participate in the standard review process. ❑ We feel that the following item(s)are of concern or interest in relationship to this project and would like to bring them to your attention: • � r Name Title Division/Department/Section 26 Date MANAGEMENT ACCEPTANCE AND COMMITMENT FOR... H:\DIVISION.S\UTILITIE.S\DOCS\2000-01 Oa.doc r {��'#�� 3: PUMP STATION ( 1 tl ............... 0 , FOREBAY t {It � t, BLACK RIVER .147 PUMP STATION TO GREEN DUWAMISH a .. RIVER t I i �t: 500' 0 500 1000' c - 1 ' r�X 9 t S emta woy SCALE .. •. ii y { 1--i i h 4s b ram. � ,�., �_ I ' r € 3it t i.�yTiatr cecedc lHit t J ' fio SC2-fiA' t # i _ tt 4 ;ram S'\J 2-3-,1( SC3-1 A_..... t �`^ xi if �- _ SCL'-1 C r '•• LEGEND _ .___ r - SC3-1C ��••�■ Project Boundary -'J i ,3 2B . Existing Storm Drain � t ■N0M■ Channel Improvement _ d��j 7 �� 1 1 1 9 1 1 1 Channel Maintenance Protect r • y Sediment Removal s � Q- D + It, • k 4 rF �� 6 tit OBrid a/Culvert Removal r-. f 36 r SC -1 D - rand�or Improvements ;i 0„(` . ryyr.rr•>_f•—•••++ • �••'r'•i< s`�""�� a } WetlandMitigation Wetland ^T t riA _--- MILL CREEL( n '�r. .- S rin brook CrkM�mit s Alt 2-Element 1C _,..-t� ;9 t y c i j 1 Figure 8-2 Springbrook Creek (SC) Alternatives City of Renton East Side Green River Watershed Project Y o City of Renton 6 � PLANNING/BUILDING/ ♦ PUBLIC WORKS DEPARTMENT Utility Systems - Fifth Floor N 1055 South Grady Way Date: 03/29/00 Renton, WA 98055 TO: Steve Durgan FROM: Allen Quynn NRCS Phone: ( ) Phone: (425) 430-7247 Fax Phone: (509) 323-2979 Fax Phone: (425) 430-7241 SUBJECT: Springbrook Creek Channel Number of pages including cover sheet and habitat Improvement Project REMARKS: ❑ Original to ❑ Urgent ❑ Reply ❑ Please E For your be mailed ASAP Comment review Steve: Enclosed please find the the drainage easement the City has with Hunter Douglas. I've highlighted sections of the agreement with an "*" that may effect the design. Give me a call so we can discuss some off these issues. In particular, I'm not sure we will need to shift the centerline of the creek 9' to the west as stated in the second and third highlighted paragraphs. I've also sent you a copy of the proposed culvert removal alternative identified in the East Side Green River Watershed Report. The culvert that the report speaks of is the existing 60" culvert located just east of Springbrook Creek at STA 15+50. Rather than trying to integrate the new channel into the area vacated by the removed pipe, maybe we'll simply show the pipe as removed with a graded drainage channel to Springbrook Creek. Let me know what you think. If you have any questions, please give me a call. Allen •� lil/` CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: February 8, 1999 TO: Clint Morgan FROM: Allen Quynn SUBJECT: Surface Water Review Comments for the Seattle Public Utilities System Dewatering Contract west of SW Lind Ave. The following are Surface Water Utility's review comments for the SPU System Dewatering Contract: 1. The plan view of the proposed aeration channel on sheet 6 does not adequately show how the proposed channel contours tie into the existing contours, particularly on the south side of the channel no existing contours are shown. Note,there is an existing channel (named the 23rd Street drainage channel)which runs parallel to the proposed channel and discharges into Springbrook Creek. The concern is these two channels may conflict with each other and there may not be enough room for a berm as indicated on the channel cross section shown on sheet 12. Please verify the aeration channel will not impact the existing drainage channel to the south. 2. The City is proposing channel improvements to Springbrook Creek in the vicinity of the SPU project. These improvements will involve widening portions of the channel and may impact the valve chamber, manhole and outfall of the aeration channel. I strongly suggest moving the valve chamber farther east, away from the stream to minimize impact to the stream and prevent conflict with the future channel widening project on Springbrook Creek. The design of the channel improvements is tentatively scheduled for completion Fall 1999, with construction the following summer. 3. Channel improvements for the 23rd Street drainage channel are scheduled for Summer 1999. The improvements will extend the full length of the channel, including the portion of the channel adjacent to the SPU project. Depending on the two project construction schedules, coordination may be needed. 4. City Shoreline permit is required for project construction. 5. Please indicate on the plans the conversion factor for converting from the City of Seattle vertical datum to vertical datum NAV 88. cc:Ron Straka H:\DIVISION.S\UTILITIE.S\DOCS\1999\99-065.DOC\AQ\tb ti�Y o City of Renton PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT Utility N o� 1055 South Grady - Fi1ftNh Floor G ady ay Date: 03/29/00 Renton, WA 98055 TO: Steve Durgin FROM: Allen Quynn NRCS Phone: ( ) Phone: (425) 430-7247 Fax Phone: (509) 323-2979 Fax Phone: (425) 430-7241 SUBJECT: Springbrook Creek Channel Number of pages including cover sheet and habitat Improvement Project REMARKS: ❑ Original to ❑ Urgent ❑ Reply ❑ Please E For your be mailed ASAP Comment review Steve: Enclosed please find the the drainage easement the City has with Hunter Douglas. I've highlighted sections of the agreement with an "*" that may effect the design. Give me a call so we can discuss some off these issues. In particular, I'm not sure we will need to shift the centerline of the creek 9' to the west as stated in the second and third highlighted paragraphs. I've also sent you a copy of the proposed culvert removal alternative identified in the East Side Green River Watershed Report. The culvert that the report speaks of is the existing 60" culvert located just east of Springbrook Creek at STA 15+50. Rather than trying to integrate the new channel into the area vacated by the removed pipe, maybe we'll simply show the pipe as removed with a graded drainage channel to Springbrook Creek. Let me know what you think. If you have any questions, please give me a call. Allen SECTION 8 SW 43rd Street System Improvement. System improvements are necessary from approximately Lind Avenue to Springbrook Creek. Although several alignments for a new system are possible, the preferred alignment begins near the intersection of SW 43rd and Lind Avenue and extends north along Lind Avenue and then west along SW 39th Street. Preliminary sizing of this system indicates that an 84-inch-diameter concrete pipe system is necessary to solve flooding for the future 100-year event. Alternatively, a 72-inch-diameter pipe system would solve flooding for the future 25-year event. Large diameter pipe is necessary because the area is very flat and the pipe system must convey runoff over a long distance. The new SW 43rd Street system would be approximately 3,500 feet in length and there is only about 2 feet of drop between the road elevations at Lind Avenue SW and the 100-year flood elevation on Springbrook Creek at SW 39th Street, assuming either the SC2 or SO alternative is implemented. The sizing assumes that the existing pipe system that extends west along SW 43rd Street and then north along Oakesdale Avenue will remain in place to convey flow and that a short section of the Oakesdale Avenue system, approximately 55 feet of 36-inch-diameter pipe, will be replaced with 54-inch-diameter pipe. East Valley Road System Improvements. System improvements are necessary from approximately SW 29th Street to the discharge at the existing channel along SW 23rd Street. Improvements will include replacing an existing 30/36-inch system with a 4 - Rolling Hills Culvert. This improvement includes removing an existing culvert that carries Rolling Hills Creek between Springbrook Creek and Raymond Avenue (along SW 19th Street) and restoring this section as an open channel. This element is not required for solving a flooding problem. The culvert serves no real purpose and removing it will result in an environmental benefit. 1 8.4 ALTERNATIVE EVALUATION ��,,,.,� �� lf�v, � v� 8.4.1 ALTERNATIVE EVALUATION PROCESS � I i Using the description of alternative flood control solutions in Section 8.3, the City and its consulting team conducted a detailed evaluation. Each alternative was evaluated using the 14 different evaluation factors listed below. An explanation of how the factors were considered when evaluating the alternatives is provided in the following subsection. A technical memorandum was prepared for each evaluation factor. The technical memoranda were generally developed to identify impacts resulting from the alternative improve- ments (associated with the particular criteria) as well as other considerations. The technical memoranda are included in Volume 2 - Appendix A of the draft Plan and EIS (Renton, 1996). A summary of the evaluation results for each evaluation criterion is presented in Tables 8-4 through 8-17. Xpp11592.112 8-26 R. W Beck CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: January 21,2000 TO: Jana Hansen, Development Services Division Sandra Meyer,Transportation Systems Division Jack Crumley, Maintenance Services Division Abdoul Gafour, Water Utility Division Dave Christensen, Wastewater Utility Division Leslie Betlach, Parks Division FROM: Lys Hornsby, Utility Systems Division STAFF CONTACT: Ron Straka, Surface Water Utility Allen Quynn, Surface Water Utility SUBJECT: Project Proposal Springbrook Creek Channel Improvement Project— Oakesdale Ave. SW to SW 23`d Street PROJECT OBJECTIVE The purpose of this project is to improve the channel capacity to convey flood flows and to provide habitat improvement along Springbrook Creek between Oakesdale Ave. SW and SW 23`d Street. Based on hydraulic modeling,this channel reach was identified as a capacity restriction resulting in flooding and stream bank erosion. The increased capacity of the channel will help address the flooding and erosion problems along this section of the creek. Habitat improvement will be incorporated into the project to benefit water quality and fisheries resources. PROJECT BACKGROUND In September, 1997,the City completed the Final Plan and EIS for the East Side Green River Watershed Project(ESGRWP). The Plan contains several alternatives to alleviate flooding and improve habitat and water quality along portions of Springbrook Creek. Springbrook Creek Alternative 3 (designated SC3), and its associated elements, was selected by City Council as the alternative that would best meet the goals of flood control,water quality and habitat improvement. The Springbrook Creek Channel Improvement Project—SW 27th Street to Oakesdale Ave. SW would complete the first phase of SC3 - Element 2(Channel Improvements). The downstream portion of the channel between SW 16`' Street and Oakesdale Ave. SW. was completed in the Fall of 1998 as part of the Oakesdale Ave SW Extension Project. The attached drawing shows the location and the extent of the proposed project as well as completed portions of Alternative SC3 - Element 2. PROJECT DESCRIPTION The Springbrook Creek Channel Improvement Project- Oakesdale Ave. SW to SW 23`d Street would improve and restore approximately 3200 linear feet of channel along Springbrook Creek. Springbrook Creek Channel Improvement Project January 21,2000 Page 2 Improvements include constructing a high flow bench 10 to 17 feet wide on both sides of the creek, accomplished by excavating out a 3:1 side-slope up to the high flow bench elevation. The channel bottom will remain unchanged as much as possible to minimize in-stream construction work. To improve the fish habitat characteristics of the stream,various species of native shrubs and trees will be planted along the low flow channel. The plantings will provide shade to lower water temperatures,which will increase the concentration of dissolved oxygen. The final design may also include an asphalt pedestrian trail to connect segments of the existing Springbrook Creek trail along the west side of the creek. The construction of the trail will be funded by others. INVOLVEMENT AND PARTICIPATION A. Federal Partnering This project will be designed and constructed in partnership with the Natural Resources Conservation Service(MRCS). It is anticipated that most of the construction costs will be paid with Federal funds. B. Federal and State Permitting Agencies The U.S. Army Corps of Engineers,National Marine Fisheries Service, Washington State Department of Fish and Wildlife, and Washington State Department of Ecology will be responsible for reviewing the project for compliance with federal and state environmental laws and regulations. C. Community and Private Utilities Property owners and utilities affected by the proposed project will be notified and given the opportunity to provide input during design and construction. PRELIMINARY COST ESTIMATE City costs for design assistance, permitting and construction: $350,000 NRCS costs for design and construction: $1,650,000 Total Project Cost: $2,000,000 FUNDING SOURCE Project management, permitting and hydraulic modeling will be funded through the Surface Water Utility Capital Improvement budget(421). Design and construction will be partially funded by NRCS through the Federal Small Watershed Programs(PL-566). Presently,NRCS has committed funds only for design. The availability of Federal funds for construction in fiscal year 2001 won't be known until October 1,2000. 11\DIVISION.S\UTILITIE.S\DOCS\2000-010.docAAQAtb Springbrook Creek Channel Improvement Project .January 21, 2000 Page 3 PROJECT SCHEDULE Task Due Date Preliminary Design May 2000 Land Rights Secured August 2000 NEPA EA & BA August 2000 Final Design September 2000 Federal Funds for Construction Secured October 2000 Penn its December 2000 Advertise for bids January 2001 Begin Construction* April 2001 Project completion* December 2001 *The contractor will be limited to in-stream work during the months of June through September due to State Department of Fisheries pen-nit requirements. Construction is dependent upon securing the required land rights, permits and Federal funding. STAFFING Design and construction management will be shared jointly between NRCS and the City. NRCS staff will provide the bulk of the design work. The City will be responsible for design support and review, land rights acquisition, hydraulic modeling and preparation of all required permits. A. Project Management The Project will be managed jointly by Allen Quynn of the Surface Water Utility Division of Planning/Building/Public Works and Rod DenHerder of NRCS field office in Renton. B. Design NRCS will produce 30%, 90% and final design plans and specifications. Additional hydraulic modeling may be performed by R.W. Beck, Inc. R.W. Beck, Inc. is currently on the Utility System's annual consultant roster. C. In-house Reviews All affected City Divisions and Departments will be given an opportunity to review and comment during each design phase. Please complete the attached response form and return it to Allen Quynn of the Surface Water Utility by February 4, 2000. If you have any questions, please call Allen at Ext. 7247. Cc: Gregg Zimmerman 11:\DIVISION.S\UTILITIE.S\DOCS\2000-0 I O.doc\AQ\tb MANAGEMENT ACCEPTANCE AND COMMITMENT FOR THE Springbrook Creek Channel Improvement Project Oakesdale Ave. SW to SW 23"d Street ❑ We concur with the project scope and schedule as outlined in this project proposal. We are assigning (Ext. ) as our representative on the design team. ❑ We concur with the project scope and schedule as outlined in this project proposal. We will not be assigning a representative to participate on the design team but reserve our right to participate in the standard review process. ❑ We feel that the following item(s)are of concern or interest in relationship to this project and would like to bring them to your attention: Name Title Division/Department/Section Date MANAGEMENT ACCEPTANCE AND COMMITMENT FOR... 1-1:\DIVISION.S\UTILITIE.S\DOCS\2000-01 Oa.doc ■ PUMP STATION FOREBAY 3. BLACK RIVER PUMP STATION. 1 ! TO GREEN DUWAMISH ` .a RIVER 6A _ w�0 _.. Q Q 4 ro . t S�3 3 s�W r 500�' L� sic ; s Rwton uauge a SCALE t L" t . S �,3 — G�`►mow �1'fS I �3 S SC3 ia...._ .__ y .. I SC2.-1 C LEGEND SC3 l i3 2B Project Boundary ---- Existing Storm DrainMMOO ■ Channel Improvement - _ -•— 111111111 Channel Maintenance Project N SCZ-1� Sediment Removal ' f . SC —1 D ' OBridge/Culvert Removal . and/or Improvements u� ;` ■■�r•��•• - ;n■Kr.r■r.rrrr ` - y�,�■farras+��■s , aa Wetland , .1._._......_ �p • �- _ .............. F Mitigafwn Wetland o a `MILL CREEK . txook Crk -- s r $CZ-1C A Element 1C 3 1, _ 19/15197 , � l Figure 8-2 Springbrook Creek (SC) Alternatives City of Renton East Side Green River Watershed Project r CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: January 20, 2000 TO: Jana Hansen, Development Services Division Sandra Meyer,Transportation Systems Division Jack Crumley, Maintenance Services Division Abdoul Gafour, Water Utility Division Dave Christensen, Wastewater Utility Division Leslie Betlach,Parks Division CONCURRENCE DATE` �U` eWe-) FROM: Lys Hornsby,Utility Systems Division NAME INITIAL/DATE d Cb STAFF CONTACT: Ron Straka, Surface Water Utility Allen Quynn, Surface Water Utility SUBJECT: Project Proposal Springbrook Creek Channel Improvement Project— Oakesdale Ave. SW to SW 23'd Street PROJECT OBJECTIVE he purpose of this project i to improve the channel capacity to convey flood flows and to provide habitat improvement along Springbrook Creek between Oakesdale Ave. SW and SW 23'd Street. Based on hydraulic modeling,this channel reach was identified as a capacity restriction resulting in flooding and stream bank erosion. The increased capacity of the channel will help address the flooding and erosion problems along this section of the creek. Habitat �Cimprovement wiU be i col orated into the project to benefit water quality and fisheries resources. BACK UND PROJECT �{ 1 In September 997, the City completed the Final Plan and EIS for the East Side Green River Watershed P object(ESGRWP). The plan contains several alternatives to alleviate flooding and cc improve habitat and water quality along portions of Springbrook Creek. Springbrook Creek U Alternative 3 (designated SC3)and its associated elements was selected by the City�.ouncil as the �- alternative that would best meet the goals of flood control,water quality and habitat 5{� improvement. The Springbrook Creek Channel Improvement Project—SW 27`h Street to Oakesdale Ave. SW would complete the first phase of SC3 -Element 2(Channel Improvement Theldownstream portion of the channel between SW 161h Street and Oakesdale Ave. SW. was completed in the Fall of 1998 as part of the Oakesdale Ave SW Extension Project. The attached drawing shows the location and the extent of the proposed project as well as completed portions of Alternative SC3 - Element 2. PROJECT DESCRIPTION The Springbrook Creek Channel Improvement Project- Oakesdale Ave. SW to SW 23'd Street-- would improve t and restore approximately 3200 linear feet of channel along Springbrook Springbrook Creek Improvement Project January 20,2000 Page 2 \, 4J� Creek. Improvement,$includAonstru ting a high flow bench 10 to 17 feet wide on both sides of the creekTlrt channel improv€ln' nt*++e accomplished by excavating out a 3:1 side-slope up to the high flow bench elevation. Thchannel bottom will remain unchanged as much as possible to minimi the amount-of-in-stream construction work. To improve the fish habitat characteristics of the stream,various species of native shrubs and trees will be planted along the low flow channel. The plantings will provide shade to lower water temperatures,which will increase the concentration of dissolved oxygen. The final design may also include an asphalt surfer a pedestrian trail to connect segments of the existing Springbrook Creek trail along the west side of the creek. The construction of the trail will be funded by others. INVOLVEMENT AND PARTICIPATION A. Federal Partnering This project will be designed and constructed in partnership with the Natural Resources Conservation Service(NRCS). It is anticipated that most of the construction costs will be paid with Federal funds. B. Federal and State Permitting Agencies The U.S. Army Corps of Engineers,National Marine Fisheries Service, Washington State Department of Fish and Wildlife, and Washington State Department of Ecology will be responsible for reviewing the project for compliance with federal and state environmental laws and regulations. C. Community and Private Utilities Property owners and utilities affected by the proposed project will be notified and given the opportunity to provide input during design and construction. PRELIMINARY COST ESTIMATE City costs for design assistance,permitting and construction: $350,000 NRCS costs for design and construction: $1,650,000 Total Project Cost: $2,000,000 FUNDING SOURCE Project management, permitting and hydraulic modeling will be funded through the Surface Water Utility Capital Improvement budget(421).,,,Design and construction will belpartially ^ unded by NRCS through the Federal Small Watershed Programs(PL-566). Atiie present time, CS�has onlicom_mitted funds for design. The availability of Federal funds for construction in FY 2001 won't be known unfil"October 1, 2000. H:\DIVISION.S\UTILITIE.S\DOCS\2000-010.doc\AQ\tb Springbrook Creek Improvement Project January 20, 2000 Page 3 PROJECT SCHEDULE Task Due Date ---�� Preliminary Design May 2000 Land Rights Secured August 2000 NEPA EA&BA August 2000 Final Design September 2000 Federal Funds for Construction Secured October 2000 Permits December 2000 Advertise for bids January 2001 Begin Construction April 2001 Project completion December 2001 *The contractor will be limited to in-stream work during the months of June through September due to State Department of Fisheries permit requirements. Construction is dependent upon securing the required land rights,permits and Federal funding. STAFFING Design and construction management will be shared jointly between the-Natural Resources ` Consernatiorr Sm vice�NRCSFand the City. NRCS staff will provide the bulk of the design work. The City will be responsible for design support and review, land rights acquisition, hydraulic modeling and preparation of all required permits. A. Project Management The Project will be managed jointly by Allen Quynn of the Surface Water Utility.avision of Planning/Building/Public Works and Rod DenHerder of NRCS field office in Renton. B. Design �NRCS will produce 30%,90% and final design plans and specifications. Additional 't hydraulic modeling may be performed by R.W. Beck, Inc. R.W. Beck, Inc. is currently on the Utility System's annual consultant roster. C. In-house Reviews All tfected City Divisions and Departments will be given an opportunity to review and All during each design phase. Please complete the attached response form and return it to Allen Quynn of the Surface Water Utility by February 4,2000. If you have any questions,please call Allensyyn at Ext. 7247. Cc: Gregg Zimmerman H:\DIVISION.S\U TI LITIE.S\DOCS\2000-010.doc\AQ\tb MANAGEMENT ACCEPTANCE AND COMMITMENT FOR THE Springbrook Creek Channel Improvement Project Oakesdale Ave. SW to SW 23"d Street ❑ We concur with the project scope and schedule as outlined in this project proposal. We are assigning (Ext. ) as our representative on the design team. ❑ We concur with the project scope and schedule as outlined in this project proposal. We will not be assigning a representative to participate on the design team but reserve our right to participate in the standard review process. ❑ We feel that the following item(s)are of concern or interest in relationship to this project and would like to bring them to your attention: Name Title Division/Department/Section Date MANAGEMENT ACCEPTANCE AND COMMITMENT FOR... H:\DIVISION.S\UTILITIE.S\DOCS\2000-010a.doc CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: January 20,2000 TO: Jana Hansen, Development Services Division Sandra Meyer,Transportation Systems Division Jack Crumley,Maintenance Services Division Abdoul Gafour, Water Utility Division Dave Christensen, Wastewater Utility Division Leslie Betlach,Parks Division FROM: Lys Hornsby,Utility Systems Division STAFF CONTACT: Ron Straka, Surface Water Utility Allen Quynn, Surface Water Utility SUBJECT: Project Proposal Springbrook Creek Channel Improvement Project— Oakesdale Ave. SW to SW 23�d Street PROJECT OBJECTIVE The purpose of this project is to improve the channel capacity to convey flood flows and to provide habitat improvement along Springbrook Creek between Oakesdale Ave. SW and SW 23`d Street. Based on hydraulic modeling,this channel reach was identified as a capacity restriction resulting in flooding and stream bank erosion. The increased capacity of the channel will help address the flooding and erosion problems along this section of the creek. Habitat improvement will be incorporated into the project to benefit water quality and fisheries resources. PROJECT BACKGROUND In September, 1997,the City completed the Final Plan and EIS for the East Side Green River Watershed Project(ESGRWP). The Plan contains several alternatives to alleviate flooding and improve habitat and water quality along portions of Springbrook Creek. Springbrook Creek Alternative 3 (designated SC3), and its associated elements,was selected by City Council as th alternative that would best meet the goals of flood control,water quality and habitat4,A Mt The Springbrook Creek Channel Improvement Project—SW 27`�' Street ti Oa sdale Av SW would complete the first phase of SC3 -Element 2(Channel Impre pre#md(, ort on downstream of the channel between SW 16d' Street and Oakesdale as corn in the Fall of 1998 as part of the Oakesdale Ave SW Extension Project. attac ed drawing shows the location and the extent of the proposed project as well as completed portions of Alternative SC3 - Element 2. PROJECT DESCRIPTION The Springbrook Creek Channel Improvement Project- Oakesdale Ave. SW to SW 23`d Street would improve and restore approximately 3200 linear feet of channel along Springbrook Creek. Springbrook Creek Channel Improvement Project January 20, 2000 Page 2 Im ovement�mclude/c nstructing a high flow bench 10 to 17 feet wide on both sides of the c ek))adaal lie acco plished by excavating out a 3:1 side-slope up to the high flow bench evation. The chan bottom will remain unchanged as much as possible to minimize in-stream c nstruction wor . To improve the fish habitat characteristics of the stream,various species of native shrubs and trees will be planted along the low flow channel. The plantings will provide shade to lower water temperatures,which will increase the concentration of dissolved oxygen. The final design may also include an asphalt pedestrian trail to connect segments of the existing Springbrook Creek trail along the west side of the creek. The construction of the trail will be funded by others. INVOLVEMENT AND PARTICIPATION A. Federal Partnering This project will be designed and constructed in partnership with the Natural Resources Conservation Service(NRCS). It is anticipated that most of the construction costs will be paid with Federal funds. B. Federal and State Permitting Agencies The U.S. Army Corps of Engineers,National Marine Fisheries Service, Washington State Department of Fish and Wildlife, and Washington State Department of Ecology will be responsible for reviewing the project for compliance with federal and state environmental laws and regulations. C. Community and Private Utilities Property owners and utilities affected by the proposed project will be notified and given the opportunity to provide input during design and construction. PRELIMINARY COST ESTIMATE City costs for design assistance,permitting and construction: $350,000 NRCS costs for design and construction: $1,650,000 Total Project Cost: $2,000,000 FUNDING SOURCE Project management permitting and hydraulic modeling will be funded thrCteer ility Capital Improvement budget(421). Design and construction�y b NRCS through the Federal Small Watershed Programs(PL-56CS has com ' ed funds only for design. The availability of Federal funds for fiscal year 2001 won't be known until October 1, 2000. H:\DI V I S ION.S\UTI LITIE.S\DOC S\2000-010.doc\AQ\tb Springbrook Creek Channel Improvement Project January 20,2000 Page 3 PROJECT SCHEDULE Task Due Date Preliminary Design May 2000 Land Rights Secured August 2000 NEPA EA& BA August 2000 Final Design September 2000 Federal Funds for Construction Secured October 2000 Permits December 2000 Advertise for bids January 2001 Begin Construction April 2001 Project completion December 2001 The contractor will be limited to in-stream work during the months of June through September due to State Department of Fisheries permit requirements. Construction is dependent upon securing the required land rights, permits and Federal funding. STAFFING Design and construction management will be shared jointly between NRCS and the City. NRCS staff will provide the bulk of the design work. The City will be responsible for design support and review, land rights acquisition, hydraulic modeling and preparation of all required permits. A. Project Management The Project will be managed jointly by Allen Quynn of the Surface Water Utility Division of Planning/Building/Public Works and Rod DenHerder of NRCS field office in Renton. B. Design NRCS will produce 30%, 90%and final design plans and specifications. Additional hydraulic modeling may be performed by R.W. Beck,Inc. R.W. Beck, Inc. is currently on the Utility System's annual consultant roster. C. In-house Reviews All affected City Divisions and Departments will be given an opportunity to review and comment during each design phase. Please complete the attached response form and return it to Allen Quynn of the Surface Water Utility by February 4, 2000. If you have any questions, please call Allen at Ext. 7247. Cc: Gregg Zimmerman H:\DIVISION.S\UTILITIE.S\DOCS\2000-010.doc\AQ\tb J CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: January 21,2000 TO: Jana Hansen,Development Services Division Sandra Meyer, Transportation Systems Division Jack Crumley,Maintenance Services Division Abdoul Gafour, Water Utility Division Dave Christensen, Wastewater Utility Division Leslie Betlach,Parks Division FROM: Lys Hornsby,Utility Systems Division STAFF CONTACT: Ron Straka, Surface Water Utility Allen Quynn, Surface Water Utility SUBJECT: Project Proposal Springbrook Creek Channel Improvement Project— Oakesdale Ave. SW to SW 23`a Street PROJECT OBJECTIVE The purpose of this project is to improve the channel capacity to convey flood flows and to provide habitat improvement along Springbrook Creek between Oakesdale Ave. SW and SW 23`a Street. Based on hydraulic modeling,this channel reach was identified as a capacity restriction resulting in flooding and stream bank erosion. The increased capacity of the channel will help address the flooding and erosion problems along this section of the creek. Habitat improvement will be incorporated into the project to benefit water quality and fisheries resources. PROJECT BACKGROUND In Septe er, 1997,the City completed the Final Plan and EIS for the East Side Green River Watersh Project(ESGRWP). The Plan contains several alternatives to alleviate flooding and improv ha ' d water quality along portions of Springbrook Creek. Springbrook Creek Alte a 'v 3 (desi nated SC3), and its associated elements,was selected by City Council as the a mat i that d bes et the goals of flood control,water quality and habitat improve ent. rmgbrook Creek Channel Improvement Project—SW 271' Street to Oakesda ld complete the first phase of SC3 -Element 2(Channel Improvements). The downstre in of the channel between SW 16"' Street and Oakesdale Ave. SW. was c p n the Fa of 998 as part of the Oakesdale Ave SW Extension Project. The attached g ows t ocation and the extent of the proposed project as well as completed portions of Alternative SC3 - Element 2. PROJECT DESCRIPTION The Springbrook Creek Channel Improvement Project-Oakesdale Ave. SW to SW 23`a Street would improve and restore approximately 3200 linear feet of channel along Springbrook Creek. r CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: January 21, 2000 TO: Jana Hansen, Development Services Division S dra Meyer, Transportation Systems Division c Crumley, Maintenance Services Division Abdoul Gafour, Water Utility Division Dave Christensen, Wastewater Utility Division Leslie Betlach, Parks Division FROM: Lys Hornsby, Utility Systems Division STAFF CONTACT: on Straka, Surface Water Utility Allen Quynn, Surface Water Utility SUBJECT: Project Proposal Springbrook Creek Channel Improvement Project— Oakesdale Ave. SW to SW 23`d Street PROJECT OBJECTIVE The purpose of this project is to improve the channel capacity to convey flood flows and to provide habitat improvement along Springbrook Creek between Oakesdale Ave. SW and SW 23' Street. Based on hydraulic modeling,this channel reach was identified as a capacity restriction resulting in flooding and stream bank erosion. The increased capacity of the channel will help address the flooding and erosion problems along this section of the creek. Habitat improvement will be incorporated into the project to benefit water quality and fisheries resources. PROJECT BACKGROUND In September, 1997, the City completed the Final Plan and EIS for the East Side Green River Watershed Project(ESGRWP). The Plan contains several alternatives to alleviate flooding and improve habitat and water quality along portions of Springbrook Creek. Springbrook Creek Alternative 3 (designated SC3), and its associated elements, was selected by City Council as the alternative that would best meet the goals of flood control,water quality and habitat improvement. The Springbrook Creek Channel Improvement Project—SW 27`" Street to Oakesdale Ave. SW would complete the first phase of SC3 - Element 2(Channel Improvements). The downstream portion of the channel between SW 16"' Street and Oakesdale Ave. SW. was completed in the Fall of 1998 as part of the Oakesdale Ave SW Extension Project. The attached drawing shows the location and the extent of the proposed project as well as completed portions of Alternative SC3 - Element 2. PROJECT DESCRIPTION The Springbrook Creek Channel Improvement Project- Oakesdale Ave. SW to SW 23`d Street would improve and restore approximately 3200 linear feet of channel along Springbrook Creek. 1 Springbrook Creek Channel Improvement Project January 21, 2000 Page 2 Improvements include constructing a high flow bench 10 to 17 feet wide on both sides of the creek, accomplished by excavating out a 3:1 side-slope up to the high flow bench elevation. The channel bottom will remain unchanged as much as possible to minimize in-stream construction work. To improve the fish habitat characteristics of the stream,various species of native shrubs and trees will be planted along the low flow channel. The plantings will provide shade to lower water temperatures, which will increase the concentration of dissolved oxygen. The final design may also include an asphalt pedestrian trail to connect segments of the existing Springbrook Creek trail along the west side of the creek. The construction of the trail will be funded by others. INVOLVEMENT AND PARTICIPATION A. Federal Partnering This project will be designed and constructed in partnership with the Natural Resources Conservation Service(MRCS). It is anticipated that most of the construction costs will be paid with Federal funds. B. Federal and State Permitting Agencies The U.S. Army Corps of Engineers,National Marine Fisheries Service,Washington State Department of Fish and Wildlife, and Washington State Department of Ecology will be responsible for reviewing the project for compliance with federal and state environmental laws and regulations. C. Community and Private Utilities Property owners and utilities affected by the proposed project will be notified and given the opportunity to provide input during design and construction. PRELIMINARY COST ESTIMATE City costs for design assistance, permitting and construction: $350,000 NRCS costs for design and construction: $1,650,000 Total Project Cost: $2,000,000 FUNDING SOURCE Project management, permitting and hydraulic modeling will be funded through the Surface Water Utility Capital Improvement budget(421). Design and construction will be partially funded by NRCS through the Federal Small Watershed Programs(PL-566). Presently,NRCS has committed funds only for design. The availability of Federal funds for construction in fiscal year 2001 won't be known until October 1, 2000. H:\DIVISION.S\UTILITIE.S\DOCS\2000-01 O.doc\AQ\tb R Springbrook Creek Channel Improvement Project January 21, 2000 Page 3 PROJECT SCHEDULE Task Due Date Preliminary Design May 2000 Land Rights Secured August 2000 NEPA EA & BA August 2000 Final Design September 2000 Federal Funds for Construction Secured October 2000 Permits December 2000 Advertise for bids January 2001 Begin Construction* April 2001 Project completion* December 2001 *The contractor will be limited to in-stream work during the months of June through September due to State Department of Fisheries permit requirements. Construction is dependent upon securing the required land rights, permits and Federal funding. STAFFING Design and construction management will be shared jointly between NRCS and the City. NRCS staff will provide the bulk of the design work. The City will be responsible for design support and review, land rights acquisition,hydraulic modeling and preparation of all required permits. A. Project Management The Project will be managed jointly by Allen Quynn of the Surface Water Utility Division of Planning/Building/Public Works and Rod DenHerder of NRCS field office in Renton. B. Design NRCS will produce 30%, 90%and final design plans and specifications. Additional hydraulic modeling may be performed by R.W. Beck, Inc. R.W. Beck, Inc. is currently on the Utility System's annual consultant roster. C. In-house Reviews All affected City Divisions and Departments will be given an opportunity to review and comment during each design phase. Please complete the attached response form and return it to Allen Quynn of the Surface Water Utility by February 4, 2000. If you have any questions,please call Allen at Ext. 7247. Cc: Gregg Zimmerman H:\DIVISION.S\UTI LITI E.S\DOCS\2000-010.doc\AQ\tb a MANAGEMENT ACCEPTANCE AND COMMITMENT FOR THE Springbrook Creek Channel Improvement Project Oakesdale Ave. SW to SW 23rd Street /We concur ' h th pro' scope and schedule as outlined in this project proposal. We are assigning as our representative on the design am. ❑ We concur with the project scope and schedule as outlined in this project proposal. We will not be assigning a representative to participate on the design team but reserve our right to participate in the standard review process. ❑ We feel that the following item(s)are of concern or interest in relationship to this project and would like to bring them to your attention: Name JAN z Title CIT 00Q UT��,� 2 sRFNT-N Division/Department/Section SrFMS Date MANAGEMENT ACCEPTANCE AND COMMITMENT FOR... H:\DIVISION.S\UTILITIE.S\DOCS\2000-010a.doc r PUMP STATION FOREBAY BLACK RNER # . PUMP STATION, r_' t TO GREEN -8 !it DUWAMISN RIVER 60 QQy. A� • tot S�3 3 S.w�a S Rmtm woge P, SC . 5 3z SCALE ` S boo G✓c�k � -� •YM � � _ OASd�I/C A C SC2 iA { +, ,2- a i f aX ' SC3-1 aak iiL"i _ -�°SB 'r�' f_ 6:__. 6A Ir 36 -. SCE-1C - >. f LEGEND _ r — SC3-1C - 3 rt •��••�■ Project Boundary ' i SC3 2B I t i c Existing Storm Drain ��• r , I lj ■m m m■ Channel Improvement I � _ 4 `Its `apt.- i Channel Maintenance Project �� ,,. .�� 1 '' 47 Sediment Removal _ ' '' I' SCZ-1 i r O B' e/Culvert Removal %� ' f.." SC —1 D I..48 ' '• ' I and/or Improvements t ,�, t, �r�rtiry>—r.��•' �i°""� �� ' - _ Wetland M•Iligotion Wetland r - SC2-1C Spe"lxootc Crk .... Alt. 2-0emeM 1C ` J3 fff a.. ic;. S 1 f - e , 1 : 5 r93d 51 ', 91597 f ` Figure 8-2 Springbrook Creek (SC) Alternatives ver Watershed Project City of Renton East Side Green Ri CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: February 25, 1999 TO: Ron Straka Allen Quynn FROM: Clinton Morgan SUBJECT: Seattle System Dewatering Springbrook Creek West of Lind Ave. SW The Seattle Water personnel at the pre-application meeting(Feb. 11, 1999)for the above referenced Dewatering project has decided to delay their project upon learning you plan a widening of Springbrook Creek. They wish to coordinate their project with the widening of Springbrook Creek and would like to be notified when you start the planning for the project so they can coordinate their project with Spring Brook Creek widening. Please use this memo as a reminder. cc: nwrA �G 3 <Z4, \\TS_SERVER\SYS2\COMMON\Document2 1 ti�Y o City of Renton PLANNING/BUILDING/ ML PUBLIC WORKS DEPARTMENT Utility Systems - Fifth Floor 1055 South Grady Way Date: 06/30/00 Renton, WA 98055 TO: Steve Durgan FROM: Allen Quynn NRCS Phone: ( ) Phone: (425) 430-7247 Fax Phone: (509) 323-2979 Fax Phone: (425) 430-7241 SUBJECT: Springbrook Creek Channel Number of pages including cover sheet 3 and Habitat Improvement Project - Survey Control REMARKS: ❑ Original to ❑ Urgent ❑ Reply ❑ Please E For your be mailed ASAP Comment review Here is the survey control sheet from the construction plan set. It looks like you might be able to tie in the drawing I gave you with the state plane coordinate system by using the coordinate table shown on the survey control sheet. You can probably located Points 705 and 704 and use the table to find the corresponding coordinates. Give me a call if you need anything else. O N 12 75 0 150 300 N HORIZ.r'-150' 7d= z� . 0 W N c) • : � 3o Z • z N O i Z= r (•801) w w (•700) STA.14.75.16 ~ >r > STA. 11.05.91- 36.56 LT. (•822) z a N STA,25.45.45 w STA.14.98.26 (*802) 116.62 LT. i oN N 21.16 LT. (•3162) $TA 20.38.54 STA. 17.09.44 43.84 LT. N 25.50 LT. UJ.- OAy�� ,fi 0 w 10. 4• a 2 •00 T(.3161). a STA. 17.03.72 W Z �� 56.22 RT. :. 00 s �., a •) ' L z ; (•706) 31 H-W STA 8.29.68 i� 37.03 LT. Bu (•221) '-a V STA 14.59.57 54.25 RT. 3 'll ult Bench Morks: NOTE +- NGVD29 datum w t SURVEY CONTROL BY W.H.PACIFIC 1997 -�'',�! PER TOPOGRAPHIC MAP •3-1086.2201. 881 3 1) BM• � 2" Bross di'�, �t of the concrete roibr >.� P-1 chonnel. The brill 1 COORDINATE TABLE Oakesdole Avenue SY t 2)BM•221 top center b, PT.221 N, 69380,294 E. 54131.670 southeosterl corner PT.226 N. 715t8.952 E. 54097.061 Stotion 14.5�.57 54. PT_ 700 N. 69028.534 E. 54041.220 Elevotion 18.53 PT.704 N. 73132.817 E. 54258,665 41 PT.705 N. 72818.126 E. 54204.551 ,+ PT. 706 N. 68751.294 E. 54029.886 PT.801 N. 69397.862 E. 54041.219 PT.802 N. 69960.208 E. 54042.776 PT.805 N. 72011.538 E. 54092.394 PT.806 N. 72422.144 E. 54018.66 9. 4 PT.818 N. 72084.324 E. 54078.131 F PT.819 N. 71703.132 E. 54148.932 PT.820 N. 71083.302 E. 53940.592 PT.822 N. 70466.630 E. 53967.280 PT.3161 N. 69624.335 E_ 54138.981 do PT.3162 N. 69631.847 E. 54057.410 PT.63402 N. 69420.620 1 E. 54057-120 ALL COORDINATES SHOWN AND REFERENCED ON THIS DRAWING HAVE BEEN TRUNCATED AS SHOWN BELOW. HorizontolDo '• datum NAD NAD 1927 COORDINATES ~ t N 173,400 E 1,653.000 Refer to Rei AS SHOWN ON PLANS: N 73.400 E 53,000 �� g OAKESDALE AVE. S.W. EXTENSION-PHASE 1A DWG.NO. Cl SURVEY CONTROL SHEET 8 OF 96.. . 8M -881 (9820) STk 18 41.59 STA.31.62.26 STA . (-806) 139.97 LT. t-805) 57.37 LT. STA.44.87.80 STK 40.88.17 150.30 LT. (1704) 35.93 LT. STK 52.34.57 41.57 LT. , AVE S.W. (.705) 3O.00 35.00 STA.40.96.13 ' 4 53.04 LT. (•226) 45.00 STA.35.97.82 670.00 11.41 RT, (-819) STA.37.86.28 50.64 RT. FOR OAKESDALE AVE.S.W. f ALIGNMENT DATA,SEE DWG.NO.C2-C9 STA.49.23.50 - S TA.668.02.80 Ik stomped "City of Renton BM" in the top of the east end i on the North side of the SW 16th Street bridge over the )e is locoted west to the intersection of SW 16h Street and Etsvotion 20.95 It to fire hydrant with chiseled "x" bcoted in the DISTANCE:133 04 of Proposed Ookesdole Avenue.and SW 27th Street. BEARING- S 00.47'43" W 25'Right of proposed Ookesdale Avenue. FOUND 4" CONC. MONUMENT W/ LEAD/TACK 6 FEET EAST OF RAYMOND AVE. urn:Boeing longocres site 13/91 transformation factors- -Northing ±160057.60 •Easting -124122.46 Drd of Survey AF- 9708189DO9 i FOR *a 0 SIGNATURES t ! AND SEALS. Z +REFER 70 ORIGINAL 4 ,FULL-SIZE CONTRACT} 14 DOCUMENTS DATED f - YDECEMBER 1997, 7 SS SECTION 5 TABLES TABLE 1 BLACK RIVER PUMP STATION PUMP CAPACITIES Design (Rated) Pump Capacity, cfs Power Operation On-Of P-1 75 Electrical Automatic P-2, P-4 150 Diesel Automatic P-3,P-5, P-6, P 7,P-8 514 Diesel Manual TABLE 2 BLACK RIVER PUMP STATION ALLOWABLE PUMP RATES PUMP OPERATIONS AND PROCEDURES PLAN Measured Flows at BRPS (P-1) Maximum Allowable Auburn Gauge cfs Pumping cfs per POPP Less than 9,000 cfs As required 9,000 cfs 2,942 cfs' 9,500 cfs 2,900 cfs - 10,000 cfs 2,400 cfs FE10,500 cfs 1,900 cfs 11,000 cfs 1,400 cfs 11,500 cfs 900 cfs 12,000 cfs 400 cfs to zero depending on levee monitoring by King County Director of Public Works or his/her designee ' Installed capacity. Current nominal capacity of BRPS is 1,917 cfs / I - Q � rP � rwd - .,,.n.,r..•.,.•rr.,.......ra�.,-.._�.w.-r,-:�unM:.�.�...,...,� ... _ .. �1�S c�A n r i ;a25 tr5t • •-i G_f!C): 12r23✓M;we,H PACIFIC: Post-it®Fax Note 7671 Date, 00 pages . From IiGN PACIR To Str Der Co./Dept L Co. G'� I F- Nt l v"l M ITTAL 33ls Montt Phone# Ho1b 5402 r14\YA 9so2 Phone# (11!)931-II00 Fax# Fax# -3 o; Mike G Company; R.W. Beck !Dare: April 20, 2(M Project Number: 03.2MB-0001 Address: Project Name: 5priu6Brook Creek City/slate: Seattle WA. Tel/F.IX#5: (206)695-4772 ConllJonlhulr Nolla: Thls faexlmlk LL Imendai only lur 0% uze or dtc From: Jim Purkey Irdividmi srrd t:lenrpt from disdoswc ardor oppliekk 1Aw, if d,e rwafrr ar tLls me auk is n.a the lraerxled recipient or the engrloycc or aguu res(nnuiUk for detivcr!ng jr.urcasage to dr Intcrded rociplcm-YOU art:hNrehy mlf nl Phone No. (425)951-4800 ihlt the unuunorized dluenWiMlon, d!siribatim or trgying nr dli't eorrunnnimbu+t or taking of arty xdoa In rOWWR wi I!K eocm olt of tlLie Information,Is strictly prolulrltcd. If you have ntived pda 6tc9tnilie III cltor, Fax No. (425) 951-4808 plcLw nolt'y us lmml.-llately by trltl#nwc(wlkci). Tbsnk you. We are ScndLig: These arc Transmitted: Copied To- 0 Attached 10 For Your infolFile --•--- D Facsimile O As Requested 5 #of Pagcs Including Covcr C1 For Review&COMITIGnt _ -_—._..___-.•- Copies y r Description 1 � CARD layers _----- Comineuts: Mike, I•Iere are the layers for the Cadd drawings. If you have any questions please call mc_..____--- I'i (c l s[ 11 K•E- f_"G(S ull DA7F.. +10: u �� FROM: PAt•13I GLULIING FAX N: r{ZS' �1 FAX#: PHON1-k: ___.-_-• L Flt_E VU•ft_ 1I 1 Engineering ♦ LandsTape Architecture ♦ Eilvi(vnmcntal Services Planning ♦ 5u(veying and Mapping Washington ♦ Oregon ♦ Idaho I 10 'd 'ON XV3 Wd 11 :10 43M 00-H-Ndd w,� ",..«,.�,,. •a. �,,�....�.,«•.mA... ,. .. 1. ;ass n e:o:a :r u q_p(�-00: +2:23FM:wSH PACIFIC I I I 2-Layer Names The layer name is based on a three part layering system and all layer names are 8 characters long. The first part "Prefix" consists of a single character indicating one of the four operating "modes° or other prefix types that defines layer accuracy or other specific information about the layer, the second part consists of four characters indicating the specific information on the layer, and the third part 'suffix' consists of a single character Identifying the type of graphic Information on the layer. Each part is separated by a dash (-1• Example; G-NOTE-T - "G" indicates general layer, "NOTE" indicates notes, and the "T" indicates text, pCC{ix (First Pa 1: (Listed in order of accuracy of information) EL6K In ormation S Field data collected by survey. C Coord. Geometry line work generated by designers/surveyors. E Lines connecting points from survey tied features_ A Information added to base maps by survey from record drawings, P Presentation Information for Illustration only not for field staking. D Digitized Information, G General Text, line work, symbols etc. X External Reference files. WdH Pacific, Inc. -CAD Standards a Vorvion 1.0 April1. 1007 Page 1-1 vinwGto,aro H 'd 'ON XV3 Wd Z1 : 10 03M 00-H-Ndd «e,,,.w.M.n,.,rrrnnenr.Mmsatm•Mw:,x,,,..n. ..-rrrc.� .,.. ,,.., .,...-.......- .. �.t 2 5 9 S t n �U s r j r . q_S6-OC : r2:23Pt�;W&~ FaCIFtC vEr EAGS Gas Easement ABUT — Bridge Abutments Aircraft Perking EAPW Easement E�seont ACPK �^ EASD - Storm Drain Easement Appq Approval Black EASE Sanitary Sewer Easement AREA AR = calculated Areas Access Centerline EAST Steam Easement ASCL REA ►* EASW Sidewalk Easement AVER Apron Vehicles EATL Telephone Easement BASE — Drawing Base Line = B Building EATV x Television Easement BASELDG BNDY Site Boundary EAUT Utility Easement BOLL Bollards EAVE -- Building overhangs BRDG Bridge EAWT Waterlina Easement BADR ^- 8ordar ELEC m Electrical 13RKS Break Line ELVT Elevators 6RLN Building Restriction Line EQPT •- Equipment CANP - Canopy EROS -= Erosion Control CARP - Carport ESCL Escalator CASE = Encasement ESHD Q Edge Shoulder CHCK - Check Shot FENC R Fence CLRL - Clearing Limits FIHY = Fire Hydrants CLRW - Centerline of Right-of-Way FILD Feld CN#1 Contours W C•1•) FLLN Flow Line CNTL - Control FLUD Fluids COMM - Communications FOGL Fogline CONY - Conveyor FPIT Fuel Pit CONC — Concrete FPIV = Fuel Pit isolation Voult COND = Conduit FRN1 Furniture CPTB Capacity Table FUEL Fuel Lines CRBE Extruded Curb GARB Garage CRBF. Curb at Flow Line GASS Gas CRBG Curb and Gutter GATE - Gates CRBM Mountable Curb GEOM — Geometry CRBE - Standard Curb GRAD = Gradl% Information CRBT Curb at Top GRDA Grid Layouts CRCL - Creek Centerline GRDR Guard Rail CREK Creek/Canal/Stream Water Edge GRID r Grids CSWK Casework GRNC r Ground Cover CTVA Cable TV (Aerial) GRND — Ground CTVB r Cable TV (Buried) GRVI - Gravel CTVG Cable TV (General) GSCL - Gas Centerline CULV Culvert HEOG — Hodge DATA Data Tables ILUM Illumination DAYL Daylight Line IRRI Irrigation DCV 1 Designated Coded Vehicle LAKE Lake DECK = Decks LAWN — Lawn DEIC Deicing LBD1 Loading Bridge DETL Detail LEAS Lease Linos DOOR c Doors LEGL legal Description DRCL = Driveway Centerline LGND a Legend DRWY r Driveways LIMT K Construction Limits DTCH Ditches LOCH Location Map DTCL Ditch Centerline LOGO z Log° DWGI Drawing Information LOTS = Lots DYLT Daylight LSCP Landscape EAAC Access (ingress/egress) Easement ML13X —Mailboxes W&H Pacific, Inc.-CAD Standards is Version 1.0 April 1, 19117 Peg# 1 z w►�vtto.sTo £0 'd 'ON Xdd Wd zi , t0 a3M 00-R-Ndd ' a-2C—o0; t2=7.3GM;wGH FAc:tF7C ( i I i SGNL 6 Traffic: Signal MONC - Monument calculated SHLD *� Shoulder MONF Monuments Found SHR13 = Shrub MONS - Monuments Set SIGN Signs MTCH - Match Lines — SSCL - Sanitary Sewer Cenii ternn NARK Narratives NAVI tt Navigational Aids STCB Storm Catch Basin � STCL = SVeet Cantor Line Notes NRTH z North Arrow 6 Graphic Scale STEM - Stearn NZ## Noise Cont. 09 - Cont. Int.) STMP - Stamp STRM - Storm Drainage OILL Oil P STRP = Striping ARK = Parking Stairs PATH - Pathways STRS - PHTO - Aerial Target STRT � Street Names PILL .. Piling SURV Survey = SVCL s Survey Centerline PLOT Plot Info POLE Power Poles SWAL Swale K Power(Aerial) SWCL == Sidewalk Certarline POWA POWB *� Power (Buried) SYMB General Symbols POWR Power (General) TLAABL Table PROF � Profile Ground TELA -- Telephone (Aerial) PROP s Non-Site Property Line TELt3 �. Telephone (Buried) q -� TELE s Telephone IGonere PTCH Patch PVMT F Pavement TEMP Temporery PWCL Power Centerline TEST Ground Test pits QAOC - Quality Assurance TLCL = Telephone Centerline QUAN - Quantity Information TOES Toe of Slope RAIL = Railroad Rails TOPS Top of Slope RAMP - Ramps TRAF Traffic REFL Reflectors TRAV - Traverse REFS Drawing References TREE - Trees RESZ — Resolution TUNN - Tunnal RETW - Retaining Wall TVCL Television Centerline REVS Revisions TWCL - Taxiway Centerline REVW - Review TWEL = Taxiway Edge Lighting RKRY R Rockery UGBL Urban Growth Bndr Una ROAD Road UTIL W Utilities ROCK = Rock/Rip Rep VACT - Vacate Line ROFA a Runway Obstacle Free Area VALT Vault ROFW m Right-of-Way VEGI a Vegetation RPZO Runway Protection Zone YICM -� Vicinity Map RRCL Railroad Center Line VIEW K Borders for Plots, Views RRFT s Railroad Features VLVE Velvet , RRRW = Railroad Right-of-way VPI1T View Port Layer for PS RRXR = Railroad Crossing Pads WACL - Waterline Centerline RSAR - Runway Safety Area WALL - Walls RWCL - Runway Centorline WATF - Dedicated Fire Lines RWEL - Runway Edge Lighting WATR - Water SANS = Sanitary Sewer WBUF Wetland Butler Lines SAWC - Saw Cut WIND — Rose SCAL - Scale Bar WKAC = Asphalt Walkways SDCL - Storm brain Centerline WKPC PCC Walkways SDCL - Storm Drain Centerline WiLD Wetlands SDWK - Sidewalk at Street XREF Layer to insert XREF's on SECT - Sections(PLSS) XSEC . = Cross Sections SETS Setback ZONE - Zone Lines W&H Pacific, Inc.- CAD Standards a Varxion 1.0 April 1, 1997 Poo* 1.3 b0 'd 'ON HE Wd Z1 ; 10 43M 00-H-add .... :h 2 Li :?5 I h_2 :23PM:WSH F'AGtFtC r o.nfilr t a e� rNatIlfl.9: Utilize the above layer names wlth the addition of PR to the front of each layer name. ll.er C-PRSTCL-L fur the street centerline) eUffix f bird Peril: (Graphic Information) C uffiX Informs ion A outlines for areas&hatching D Dimensions H Hatch Patterns L Lines, Arcs, Circles, &Plines p Points S Symbols T Text 1 90 .d 'ON Xd.d Wd E 1 : I0 03M 00-R-add