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HomeMy WebLinkAboutSWP272271 (2) CITY OF RENTON MEMORANDUM DATE: September 29, 1995 TO: Ron Olsen FROM: Ron Straka Staff Contact Dave Jennings, Mike Dotson SUBJECT: 525 High Street Outfall Alternatives ISSUE: Identify and evaluate alternative drainage system improvements to both, prevent the loss of the City storm system, the potential recurrence of future land slides, and to stabilize the slope at the High Street outfall. Background: A portion of the yard and hillside located at 525 High Street significantly eroded during the storm on August 16th. A 10 by 20 foot area centered around a storm pipe outfall slid approximately 75 feet down the hillside. The erosion occurred primarily on private property. Additional material sloughed down the hillside during the September 4th storm event. A portion of the storm system outfall may be lost if slope erosion continues. Factors that may contributed to the slope failure may include; lot clearing and landscaping at the top of the slope and -lawn watering and City storm system discharging run off at the top of the steep slope. Since continued erosion of the hillside poses a risk to both private property and public right of way, three alternative options have been identified. The proposed alignment of each alternative is shown on the attached map. Each of the alternatives will require additional analysis to refine design and costs. The alternatives are as follows: Alternative #1: Tightline outfall down slope This alternative proposes an extension of the current outfall pipe, at the top of the bank to carry the flow down the slope. A new 54" structure and deadman will be installed at the top of the hillside. The outlet pipe will consist of approximately 300 feet of continuous High Density Polyethylene Pipe (HDPP). The pipe will outfall to a energy dissipater constructed approximately half way down the slope face. From this point an additional 350 feet of constructed swale will outfall at a diffusion structure located at the toe of the hillside. Some fill and stabilization will be necessary to install a outlet pipe and deadman at the existing manhole location 17,E8-6 as shown. Additional analysis to determine slope stability and pipe anchor placement will also be necessary. Ron Olsen ` . k 525 High Street Outfall Alternatives Page 2 Advantages: This may be the least expensive alternative proposed. Access and construction will not disrupt neighbors or traffic. Easements will not be necessary because construction will be on City-owned property. Disadvantages: May not provide a adequate permanent solution. If the hill side continues to naturally erode in the future, maintenance costs may offset initial cost savings. *Cost Estimate: $71,951 .00 Alternative #2: Divert flow to Beacon Way and Renton Ave S Utilizing an existing utility easement (currently being used by a sewer line) this alternative will connect Manhole #17,E 8-5 at High Street to a new line or ditch system in Beacon Way. Flows will continue down Beacon Way to Renton Ave where a structure will direct flows north along in a new piped system in Renton Ave to existing manhole #17,D6-3. Approximately 100 feet of new line will be installed from Manhole #17,D6-3 to the existing 20" WSDOT line. Once the line enters Beacon Way, flows will enter either a closed or open conveyance system. We have evaluated the cost of either a open ditch or piped system for the 750 foot reach along Beacon Way. A piped system will consist of approximately 1800 feet of 18" Corrugated high density polyethylene smooth interior pipe (CPEP), 256 feet of 24" CPEP and 6 48" manholes. The ditched conveyance option will replace 600 feet of 18" CPEP with a constructed swale. Costs will be slightly less for the ditched conveyance option. Advantages: May provide a more permanent solution to the problem. Disadvantages: We have yet to determine if pipe placement in Beacon Way is feasible. The Seattle Water line that currently exists in the right of way may preclude placement of the storm line or ditch. An open ditch may cause new problems in the neighborhood with driveway crossing and aesthetics. Diverting runoff into the existing WSDOT system which is not designed for the additional runoff may require improvements to the existing downstream system. A WSDOT ROW permit may be required for the connector to the WSDOT storm system in the frontage road. *Cost Estimate: Alternative 2a (ditch system in Beacon Way) - $194,913.00 Alternative 2b (Piped conveyance) - $223,108.00 Alternative #3: Divert flow to Beacon Way and 1-405 frontage road Similar to alternative #2, this alternative proposes the same initial alignment and system components, except instead of turning north at Renton Ave the system will continue down Beacon Way to the 1-405 frontage road. Connection would be made to the existing WSDOT line. Down stream improvements that may be necessary were not included in this alternative. Downstream improvements could be deferred to a later time. Advantages: Same as Alternative #2. It also avoids costly street restoration and traffic control for Renton Ave. Ron Olsen • • 525 High Street Outfall Alternatives Page 3 Disadvantages: Same as Alternative #2. May require more downstream improvements to the WSDOT storm system than Alternative #2. *Cost Estimate: Alternative 3a (ditch system in Beacon Way) - $68,876.00 Alternative 3b (piped system)"° $1 19,042.00 Cost Estimates: Cost estimates have been provided for each of the alternatives. Unit prices were assemble from past bids, King County price schedule and the 12th addition of Means site work and landscape cost data. H:DOCS:95-825:MDD:ps City of Renton Mike Dotson Date: 10/2/95 Revision No.1 Project: High Street Alternative#1 OUANT. UNIT UNIT TOTAL BID ITEMS COST COST 1. Construction Surveying, Staking, As-Bits 1 LS 300 $300 2. Trench Excavation Safety Systems 1 LS 300 $300 3. 16-Inch HDPP 500 LF 50 $25,000 4. 18-Inch HDPP 60 LF 45 $2,700 5. Riprap (quarry spalls) 100 CY 20 $2,000 6. Galvanized Steel Mesh (1/8"X2") 350 YD 15 $5,250 7. Galvanized Steel Outlet Grate 1 EA 1000.00 $1,000 8. New 54-Inch Type 2 Catch Basins 1 EA 2000 $2,000 9. Galvanized Steel Eccentric 3 EA 500 $1,500 10. Concrete Deadman 1 EA 3000.00 $3,000 11. Pavement Restoration 150 SY 10 $1,500 12. Downstream Improvments 1 LS 3500 $3,500 13. Revegetation 1 LS 500 $500 Subtotal $48,550 Tax @ 8.2% $3,981 Contingency @ 40.0% $19,420 TOTAL $71,951 A-COST.XLS Page 1 City of Renton Mike Dotson Date: 10/2/95 Revision No.1 Project: High Street Alternative#2a (open channel along Beacon Way) QUANT. UNIT UNIT TOTAL BID ITEMS COST COST 1. Mobilization 2. Traffic Control 1 LS 250 $250 3. Construction Surveying, Staking, As-Bits 1 LS 300 $300 4. Trench Excavation Safety Systems 1 LS 1000 $1,000 5. 24-Inch CPEP Pipe ( ADS N-12 ► 256 LF 50 $12,800 6. 18-Inch CPEP pipe (ADS N-12) 1150 LF 35 $40,250 7. Swale Excavation 850 LF 1 $850 8. Swale Lining 850 LF 5.5 $4,675 9. New 48-Inch Type 2 Catch Basins 5 EA 2000 $10,000 10. New Type 1 Catch Basins on Beacon 1 EA 500 $500 1 1. ACP Trench Patch 20 SY 10.00 $200 12. Asphalt concrete paving Class "B" 1000 TON 60.00 $60,000 13. Cement Concrete Sidewalk 15 LF 9 $135 14. Curb and Gutter 15 LF 4 $60 15. Restoration 1 LS 500 $500 Subtotal $131,520 Tax @ 8.2% $10,785 Contingency @ 40.0% $52,608 TOTAL $194,913 HIGH2A.XLS Page 1 City of Renton Mike Dotson Date: 10/2/95 Project: High Street Alternative#2b (underground pipe system) QUANT. UNIT UNIT TOTAL BID ITEMS COST COST 1. Mobilization 2. Traffic Control 1 LS 250 $250 3. Construction Surveying, Staking, As-Bits 1 LS 300 $300 4. Trench Excavation Safety Systems 1 LS 1000 $1,000 5. 24-Inch CPEP Pipe ( ADS N-12 ) 256 LF 50 $12,800 6. 18-Inch CPEP pipe (ADS N-12) 1800 LF 35 $63,000 7. New 48-Inch Type 2 Catch Basins 6 EA 2000 $12,000 8. New Type 1 Catch Basins on Beacon 1 EA 500 $500 9. Asphalt concrete paving Class "B" 1000 TON 60.00 $60,000 10. Cement Concrete Sidewalk 15 LF 9 $135 11. Curb and Gutter 15 LF 4 $60 12. Restoration 1 LS 500 $500 Subtotal $150,545 Tax @ 8.2% $12,345 Contingency @ 40.0% $60,218 TOTAL $223,108 HIGH2B.XLS Page 1 City of Renton Mike Dotson Date: 10/2/95 Revision No.1 Project: High Street Alternative#3a (open channel along Beacon Way) QUANT. UNIT UNIT TOTAL BID ITEMS COST COST 1. Mobilization 2. Traffic Control 1 LS 250 $250 3. Construction Surveying, Staking, As-Bits 1 LS 300 $300 4. Trench Excavation Safety Systems 1 LS 1000 $1,000 5. 24-Inch CPEP Pipe ( ADS N-12 ) 256 LF 50 $12,800 6. 18-Inch CPEP pipe (ADS N-12) 150 LF 35 $5,250 7. Swale Excavation 1300 LF 5 $6,500 8. Swale Lining 1300 LF 5.5 $7,150 9. New 48-Inch Type 2 Catch Basins 6 EA 2000 $12,000 11. ACP Trench Patch 40 SY 10 $400 12. Cement Concrete Sidewalk 25 LF 9 $225 13. Curb and Gutter 25 LF 4 $100 14. Restoration 1 LS 500 $500 Subtotal $46,475 Tax @ 8.2% $3,81 1 Contingency @ 40.0% $18,590 TOTAL $68,876 HIGH3A.XLS Page 1 City of Renton Mike Dotson Date: 10/2/95 Revision No.1 Project: High Street Alternative#3b (closed system along Beacon Way) QUANT. UNIT UNIT TOTAL BID ITEMS COST COST 1. Mobilization 2. Traffic Control 1 LS 250 $250 3. Construction Surveying, Staking, As-Bits 1 LS 300 $300 4. Trench Excavation Safety Systems 1 LS 1000 $1,000 5. 24-Inch CPEP Pipe ( ADS N-12 ) 256 LF 50 $12,800 6. 18-Inch CPEP pipe (ADS N-12) 1450 LF 35 $50,750 7. New 48-Inch Type 2 Catch Basins 7 EA 2000 $14,000 8. ACP Trench Patch 40 SY 10 $400 9. Cement Concrete Sidewalk 25 LF 9 $225 10. Curb and Gutter 25 LF 4 $100 11. Restoration 1 LS 500 $500 Subtotal $80,325 Tax @ 8.2% $6,587 Contingency @ 40.0% $32,130 TOTAL $119,042 HIGH3B.XLS Page 1 EA lj ' 3 ►vt,� ` �b�rn�w �•� �� frv, < 2�-7� I /�D- OF- 1 70- 7 2s 4 4-1 �ssv S l S7-A---�A-14ro?S 7Y1.-a-vOIL e (Untitled) ------------------------------------------------------------------ ******************** S .C.S. TYPE-lA DISTRIBUTION ***************** *** ********* 25-YEAR 24-HOUR STORM **** 3 .40" TOTAL PRECIP. ***** **** ------------------------------------------------------------------ ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. ? r"? C 1 15, 70, 15, 98 , 15 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC (MINUTES) A CN A CN 30 . 0 15 . 0 70 . 0 15 . 0 98 . 0 15 . 0 !13 . 06 -Q (CFS) T-PEAK (HRS) VOL (CU-FT)� 7 . 83 223547 Page 1 (Untitled) S .C.S. TYPE-lA RAINFALL DISTRIBUTION ENTER: FREQ (YEAR) , DURATION(HOUR) , PRECIP (INCHES) 100, 24 , 3 . 9 ------------------------------------------------------------------ ******************** S.C.S . TYPE-lA DISTRIBUTION ***************** *** ********* 100-YEAR 24-HOUR STORM **** 3 . 90" TOTAL PRECIP. ***** **** ------------------------------------------------------------------ ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 1 15, 70, 15, 98 , 6 . 3 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC (MINUTES) A CN A CN 30 . 0 15 . 0 70 . 0 15 . 0 98 . 0 6 . 3 tAK_Q (CFS T-PEAK(HRS) VOL (CU-FT) 17 . 6 7 . 83 268359 Page 1 f ) (o x�' S .C.S. TYPE-lA RAINFALL DISTRIBUTION ENTER: FREQ (YEAR) , DURATION(HOUR) , PRECIP (INCHES) 100, 24, 3 . 9 ---------------------------------------------------------------------- ******************** S .C.S. TYPE-lA DISTRIBUTION ******************** ********* 100-YEAR 24-HOUR STORM **** 3 . 90" TOTAL PRECIP. ********* ---------------------------------------------------------------------- • ENTER: A(PERV) , CN (PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 1 .43 , 70, 2 .49, 98, 6 . 3 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC (MINUTES) A CN A CN 2 . 9--., .4 70 . 0 2 . 5 98 . 0 6 . 3 Q!f2 Q (C_FS T-PEAK(HRS) VOL (CU-FT) . 51 7 . 67 35100 ---------------------------------------------------------------------- ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 2 . 85, 70, 4 . 82, 98, 6 .3 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC (MINUTES) A CN A CN 5 . 7 . 9 70 . 0 4 . 8 98 . 0 6 . 3 E (CFS) T-PEAK(HRS) VOL (CU-FT) 87 7 . 67 68026 ---------------------------------------------------------------------- ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 3 1 . 36, 70, 7 . 75, 98, 6 . 3 Page 1 (Untitled) DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC (MINUTES) A CN A CN 9 . 1 1 .4 70 . 0 7 . 8 98 . 0 6 . 3 -------� PEAK-Q (CFS) T-PEAK(HRS) VOL (CU-FT) 7 . 83 J 7 . 67 109348 --- -------------------------------------------------------------- ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 4 1 . 14, 70, 6 .43 , 98, 6 .3 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC (MINUTES) A CN A CN 1 . 1 70 . 0 6 .4 98 . 0 6 .3 �!! -Q (CFS)"I T-PEAK(HRS) VOL (CU-FT) 6 . 5 7 . 67 90777 ---------------------------------------------------------------------- ENTER: A(PERV) , CN (PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 5 .43 , 70, 2 .48, 98, 6 . 3 DATA PRINT-OUT: • AREA(ACRES) PERVIOUS IMPERVIOUS TC (MINUTES) A CN A CN 2 . 9 .4 70 . 0 2 . 5 98 . 0 6 . 3 PEAK-Q (CFS) T-PEAK(HRS) VOL (CU-FT) 2 . 50 7 . 67 34967 ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 6 . 54 , 70, 3 . 07, 98, 6 . 3 Page 2 (Untitled) DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC (MINUTES) A CN A CN 3 . 6 . 5 70 . 0 3 . 1 98 . 0 6 . 3 (::PEAK-Q (CFS) T-PEAK(HRS) VOL (CU-FT) 3 . 10 7 . 67 43321 • --- ------- -------------------------------------------------------- Page 3 • � _(TTntitlPr�l Z �Yr SS. 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TYPE-1A DISTRIBUTION ***************** *** ********* 25-YEAR 24-HOUR STORM **** 3 .40" TOTAL PRECIP. ***** **** ------------------------------------------------------------------ ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 1 .43, 70, 2 .49, 98, 15 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC (MINUTES) A CN A CN 2 . 9 .4 70 . 0 2 . 5 98 . 0 15 . 0 EAK-Q (CFS T-PEAK(HRS) VOL (CU-FT) 1 . 89 7 . 83 30050 ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 2 . 85, 70, 4 . 82, 98, 15 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC (MINUTES) A CN A CN /5 . 7 . 9 70 . 0 4 . 8 98 . 0 15 . 0 PE%K-Q (CFS) T-PEAK(HRS) VOL (CU-FT) 3 . 66 7 . 83 58231 ENTER [d: ] [path] filename [ .ext] FOR STORAGE OF COMPUTED HYDROGRAPH: ------------------------------------------------------------------ ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 3 1 . 36, 70, 7 . 75, 98, 15 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC (MINUTES) A CN A CN 9 . 1 1 .4 70 . 0 7 . 8 98 . 0 15 . 0 ,'PEAK-Q (CFS T-PEAK(HRS) VOL (CU-FT) 5 . 89 7 . 83 93606 Page 1 r• � 0 (Untitled) 0 ------------------------------------------------------------------ ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 4 1 . 14 , 70, 6 .43 , 98, 15 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC (MINUTES) A CN A CN 7.� 1 . 1 70 . 0 6 .4 98 . 0 15 . 0 PEAK-Q (CFS) T-PEAK(HRS) VOL (CU-FT) 4 . 89 7 . 83 77702 ENTER: A(PERV) , CN (PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 5 .43 , 70, 2 .48, 98, 15 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC (MINUTES) A CN A CN 2,--9, .4 70 . 0 2 . 5 98 . 0 15 . 0 T-PEAK (HRS) VOL (CU-FT)PEAK-Q (CFS�., 1 . 88 7 . 83 29936 ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 6 . 54 , 70, 3 . 07, 98, 15 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC (MINUTES) A CN A CN 3 . 6 . 5 70 . 0 3 . 1 98 . 0 15 . 0 EAK-Q (�, T-PEAK(HRS) VOL (CU-FT) 2 . 33j' 7 . 83 37084 Page 2 _TXT 25Y+ S.C. S. TYPE-lA RAINFALL DISTRIBUTION ENTER: FREQ (YEAR) , DURATION (HOUR) , PRECIP (INCHES) 25, 24 , 3 .4 ---------------------------------------------------------------------- Z ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** ********* 25-YEAR 24-HOUR STORM **** 3 .40" TOTAL PRECIP. ********* 3 ---------------------------------------------------------------------- ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 1 • 43 , 70, 2 .49, 98, 6 . 3 ^z iuo DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC (MINUTES) A CN A CN 2 . 9 .4 70 . 0 2 . 5 98 . 0 6 .3 (t2 -Dl6 T-PEAK(HRS) VOL (CU-FT) 7 . 67 30100 ENTER [d: ] [path] filename [ .ext] FOR STORAGE OF COMPUTED HYDROGRAPH: ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN (IMPERV) , TC FOR BASIN NO. 2 . 85, 70, 4 . 82, 98, 6 . 3 -- --- - - - --- - - - DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC (MINUTES) A CN A CN 5 . 7 . 9 70 . 0 4 . 8 98 . 0 6 . 3 EPEAK- Q (CFS) T-PEAK(HRS) VOL (CU-FT) E4 . 7 . 67 58327 ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 3 1 . 36, 70, 7 . 75, 98, 6 . 3 Page 1 BAS1 .TXT DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC (MINUTES) A CN A CN 9 . 1 1 .4 70 . 0 7 . 8 98 . 0 6 . 3 Pt6 . 72 Q (CFS) T-PEAK(HRS) VOL (CU-FT) 7 . 67 93760 ---------------------------------------------------------------------- • ENTER: A(PERV) , CN (PERV) , A(IMPERV) , CN (IMPERV) , TC FOR BASIN NO. 4 1 . 14 , 70, 6 .43 , 98, 6 .3 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC (MINUTES) A CN A CN 7 . 6 1 . 1 70 . 0 6 .4 98 . 0 6 . 3 (rPEAK-Q (CFS) T-PEAK(HRS) VOL (CU-FT) 7 . 67 77831 ---------------------------------------------------------------------- ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 5 .43 , 70, 2 .48, 98, 6 . 3 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC (MINUTES) A CN A CN 2 . 9 .4 70 . 0 2 . 5 98 . 0 6 . 3 Q (CFS) j T-PEAK(HRS) VOL (CU-FT) 2 . (Z i 7 . 67 29985 ---------------------------------------------------------------------- ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 6 . 54 , 70, 3 . 07, 98, 6 . 3 Page 2 BASI .TXT DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC (MINUTES) A CN A CN 3 . 6 . 5 70 . 0 3 . 1 98 . 0 6 . 3 PEAK- (CFS) T-PEAK(HRS) VOL (CU-FT) 2 . 66 7 . 67 37145 • Page 3 1©vyr Tx'T ' 100, 24 , 3 . 9 ------------------------------------------------------------------ ******************** S. C.S. TYPE-lA DISTRIBUTION ***************** *** ********* 100-YEAR 24-HOUR STORM **** 3 . 90" TOTAL PRECIP. ***** **** ------------------------------------------------------------------ ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 1 .43 , 70, 2 .49, 98, 15 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC (MINUTES) A CN A CN _ 2 . 9 .4 70 . 0 2 . 5 98 . 0 C15 . 0 PE -Q (CF T-PEAK(HRS) VOL (CU-FT) p2 . 20 7 . 83 35043 ------------------------------------------------------------------ ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 2 . 85, 70, 4 . 82 , 98, 15 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC (MINUTES) A CN A CN 5 . 7 . 9 70 . 0 4 . 8 98 . 0 15 . 0 PAAK-Q (CFS T-PEAK(HRS) VOL (CU-FT) 4 . 26 7 . 83 67915 ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 3 1 . 36, 70, 7 . 75, 98, 15 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC (MINUTES) A CN A CN 1 1 .4 70 . 0 7 . 8 98 . 0 15 . 0 rPEAK-Q (CFS T-PEAK(HRS) VOL (CU-FT) � 6 . 86 7 . 83 109169 Page 1 '� • (Untitled) . ------------------------------------------------------------------ ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 4 1 . 14 , 70, 6 .43 , 98, 15 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC (MINUTES) A CN A CN 7 . 6 1 . 1 70 . 0 6 .4 98 . 0 15 . 0 A'� K_-_CQST-PEAK(HRS) VOL (CU-FT) 6 9 7 . 83 90628 - ------------------------------------------------------ ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 5 .43 , 70 , 2 .48, 98 , 15 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC (MINUTES) A CN A CN 2 . 9 .4 70 . 0 2 . 5 98 . 0 15 . 0 'PEAK=Q (CFS) T-PEAK(HRS) VOL (CU-FT) 7 . 83 34910 ------------------------------------------------------------------ ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 6 . 54 , 70, 3 . 07, 98, 15 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC (MINUTES) A CN A CN 3 . 6 . 5 70 . 0 3 . 1 98 . 0 15 . 0 EAK-Q (CFS) T-PEAK(HRS) VOL (CU-FT) 7 . 83 43251 Page 2 05/28/96 09:54 FAX 206 454 0220 ENTRANCO ENG. 4 001/002 E N T R A N C O ENGINEERS. SCIENTISTS. PLANNERS. SURVEYORS 10900 NE 8th Street,Sulte 300 (206)454-5600 Bellevue,Washington 98004 Fax No. (206) 454-0220 FACSIMILE TRANSMITTAL Date 5/vb A 4. PLEASE DELIVER THE FOLLOWING PAGES IMMEDIATELY TO: Name �� �� r�ye-r Firm/Agency F.�N�- �r-4.u— La4r y� ; City Fax Number ( ) 23.5 - ZSy/ From Project/Promo Name Project/Promo No. q(,b� 2'IQ Remarks/Items Transmitted: ALL 044 Hard Copy a Will Will Not Be Sent No. of Pages (Including Transmittal Sheet) If there are problems with transmission, call —1- (206) 454-5600 Place Transmission Sheet in File Box with Copy of Transmitted Material A,071ex(Rev.V98) 05/28/96 09:54 FAX 206 454 0220 ENTRANGO ENG. 10002/002 r c t - bw mwy DRA`NA 1 Z Lu Li 1 R;O v rtL�c fil t ' I 1 `o rn '; .\ 11 •5w -7 M 10, �� (f L•Q� fYS �f f j ZOO/ZOO PI '9N3 OONVHINH 09ZO t2t 90Z YHd t9:60 96/8Z/90 d� • J'A ot I TP-5 i o Y co 0 20 40 SCALE IN FEET y mil / TP-3 W 0 DRAINAGE.- ppT t20 7c4�t ao OUTLET STRUCTURE / �A \ TP-2 � N-3 T / 00 �x i 7SO \ 1 '40 I H 12" TP-1 /' NEW S DPE PIPE e: 1 i LEGEND �So TPP--5 TEST PIT NUMBER AND O APPROXIMATE LOCATION C FIGURE 4 W.O. 11-10496-01 HIGH AVENUE OUTFALL AG R A DESIGN CRT RENTON, WASHINGTON Earth & Environmental DRAWN DMW 11335 NE 122nd Way,suite 100 SITE & EXPLORATION PLAN W DATE MAY 1996 OUTLET STRUCTURE a Kirkland,Washington, U.S.A. 98034-6918 SCALE 1"=90' a t-�w% AUE S S� • �� �u� Sh��9� r • �;uo Mom- (Srtv�e ?cr�Scv � lY1At,�l `�ov•.rt� 13�r+r�co � S.r,„ • - CNc�,�,� A�� Aa.a>� •r ��s,oh;z,,�, � Sr�,ca sqJ SA+n IY,vA.�y Qtk�w�tti Cos' ba liu�t 1 Vl YI Yl H F F W W ��•3 -- =!NNW V O O OInc _ a C4 SDI� nK � � � Q uo`-a L �`�n""��✓ aa� � er ev A na �i i \ • o N 3' fcoM 5�,,tc 4 y Loo %A•L 4y " WOO Now f�Ft-R Zr5/h -TP L`lS9 'l"`! 3vi Fcoti. 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High Avenue South Storm Drain--channel sizing below outfall. Q= (1.486/n)*(AR^0.67)(SAO.5) Swale Manning's Flow Slope Area Hydraulic AR2/3 Q V Swale Biofilter Travel Wetted Biofilter Width n Depth Radius Length Area Time Perimeter Area (ft) (in) (ft/ft) (ft2) (cfs) (fps) (ft) (ft2) (min) (ft) (ft2) Design Q= 18 cfs(100-yr, 24-hr storm) 8 0.035 3.8 0.125 2.834 0.2833 1.223 18.352 6.48 3496.64 34,976 1 10.00 2,001 12 0.035 3 0.125 3.188 0.2347 1.213 18.204 5.71 3084.05 41,885 1 13.58 2,716 16 0.035 2.55 0.125 3.535 0.2038 1.224 18.381 5.20 2807.43 48,692 1 17.34 3,469 20 0.035 2.21 0.125 3.785 0.1788 1.201 18.034 4.76 2572.86 54,454 1 21.16 4,233 Design Q=14.5 cfs(25-yr, 24-hr storm) 8 0.035 3.3 0.125 2.427 0.2492 0.961 14.425 5.94 3209.67 31,260 1 9.74 1,948 12 0.035 2.6 0.125 2.741 0.2050 0.953 14.303 5.22 2817.97 37,677 1 13.37 2,674 16 0.035 2.2 0.125 3.034 0.1768 0.956 14.348 4.73 2553.47 60,001 1 17.16 3,432 20 0.035 1.9 0.125 3.242 0.1544 0.933 14.003 4.32 2332.41 73,434 1 21.00 4,200 Design Q=6.3 cfs(2-yr, 24-hr storm) --- 8 0.035 2.05 0.125 1.454 0.1601 0.429 6.437 44� 2390.31 21,705 1 9.08 1,816 12 0.035 1.6 0.125 1.653 0.1287 0.421 6.327 3.83 2066.46 26,540 1 12.84 2,569 16 0.035 1.4 0.125 1.908 0.1140 0.448 6.730 3.53 1905.22 31,889 1 16.74 3,348 20 0.035 1.2 0.125 2.030 0.0984 0.433 6.494 3.20 1727.41 35,641 1 20.63 4,126 (a) Travel time/filter area based on 200 foot swale length. (b) Length required to provide 9 minute hydraulic residence time (per 1995 King County manual). SWALESIZ.XLS 1 5/13/96 • TM NcV 0— IcQMT,% - C/-c,.A-rkw op0,-q- S.-opt 7 L= 80 - TAwcvl baT-t (o'lo� Lou,wt,S�dA� J L ti �` T,ovcu Ar✓'n� ^, Z' Cux1 + i.s` t(," •� y look on fA FA coo WWW �Tj/� 1l ,noo ,.a ava N CHI N P,0� =lie •n VOL (�o)(�) (a,$) zo(y)(a,s� ' , 9Vo �tis 73 Cy �1,S, * to �y�(3•$� s 3 0$o dt11 = IN Cy no�nt�Orl. Aurt = Ce se tic So (Tt Sv.IMSce� • ti • SECTION 17 T23N R5E W.M. 18-May-95 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 63 Location: Set brass disc stamped 804/BRH123 per 2 each 2 foot reference points in the right west bound lane of S Grady Way west of the intersection with Williams Ave S Monument: BRASS DISC IN MONUMENT CASE NORTHING: 53638.519 EASTING: 396486.958 ELEVATION: 205 Location: Found a concrete monument in a monument case at the intersection of Burnett Avenue S. and S. 2nd Street. Monument: CONC MON, IN CASE NORTHING: 54429.257 EASTING: 396408.155 ELEVATION: 13.661 415 N 1/4 Corner 20 T23N R5E Location: Found a 1-1/2" flat brass disc stamped "1/4 T23N R5E LS 9634" on a 4"x4" concrete post monument down 0.6' in a monument case, approximately 80' East of the intersection of SW 7th Street& Jones Avenue South. Monument: 1-1/2 IN BRASS DISC W/ [X] ON 4 IN CONC MON, IN CASE, DN. 0.6' NORTHING: 53607.369 EASTING: 397257.955 ELEVATION: 418 Location: Top of 1/4" brass pin set on cased concrete monument 11' south of intersection of South 7th Street and Renton Avenue South. Monument: BRASS PIN IN CONC MON NORTHING: 53607.437 EASTING: 396944.885 ELEVATION: 93.210 5317-1 w w 1882 Location: Set PK nail in asphalt at southeast corner of the center traffic island of Cedar River Park. Monument: PK NAIL NORTHING: 54380.670 EASTING: 397251.487 ELEVATION: 14.995 1887 Location: PK nail set at the intersection of Wells Avenue and Riverside Drive at(broken) the north end of the bridge. Changed to brass staub. Monument: BRASS STAUB NORTHING: 54709.218 EASTING: 396635.926 ELEVATION: 1938 Location: Top of S.W. bolt of traffic signal base at S.W. return of intersection of N.E. 3rd and Monterey adjacent to brick planter w/wood sign for[Monterey Terrace]. Monument: SW BOLT TRAFFIC SIGNAL BASE NORTHING: EASTING: ELEVATION: 32.470 1939 Location: Top of Lead &tack set in concrete monument at intersection of Williams Avenue S. and S. Riverside drive. Monument: LEAD & TACK SET IN CONC MON NORTHING: EASTING: ELEVATION: 11.383 5317-4 0 -oaso� Ferndale F RE CITY O RENT ON 612 SURVEY CONTROL NETWORK LEGEND NE till Horizontal & Vertical 2222 Horizontal Only 3333 w Vertical Only 0,11 i /p i i i i i i 0 650 1300 i 1 : '7 , 800 Y TECHNICAL SERVICES P/B/PW TECHNICAL SERVICES 10/30/94 PAGE �N�° 5317 5318 tv et Ave S c n Williams v y N Wells COO PH Pellyi N -� c - Fir ar Cella ve ve S Renton Ave S s°� Garden Ave N cP actor actory j jAve, z S � � o S � co* w U� o W Co 0 0 Monterey Dr co 5308 0 Ferndale CITY OF RENTON 5 8 N 4th St. 612 SURVEY CONTROL NETWORK z LEGEND 4 LFJ LE ¢ Li 1 NE 405 rod N� �C a S 11�11 9 N 2 d t 8 Horizontal & Vertical a 2222 C� 8 Horizontal Only Q 3333 1972 w Vertical Only 00 S 2nd t Ln 2 5 41 882 S 4�op� 12 S E U I 0 650 1300 j a o 800 o TECHNICAL SERVICES l 63 1 41 jAR + P/B/PW TECHNICAL SERVICES 10/30/94 PAGE 5317 U-) SE 5320 NARCO.TXT • UMBER/1 22153 E/1 ACQUISITION, CEDAR RIVER REGIONAL PARK 94 /1 11/21/94 - Acquisition/Condemnation of Cedar River Bluff property. The parcel will be developed as part of the Cedar River Regional Park. Site : east of Maplewood Golf Course, north of Maple Valley Hwy. , and west of 149th Street . Adjoins the south side of the Cedar River. /2 See also: ORD 4488 /3 Deed, SW 9412210552 /4 Deed, 9502170726 /1 Dec. 21, 1994 CT/1 Jan. 1, 1994 /1 CC5 SER/1 CC5 ATE/1 May 2, 1995 ORD/1 ACQUISITION/CONDEMNATION 94 ORD/2 CEDAR RIVER PARK 94 ORD/3 CEDAR RIVER REGIONAL PARK 94 ORD/4 CONDEMNATION 94 ORD/5 NARCO 94 ORD/6 OPEN SPACE ACQUISITION PROJ 94 TION/1 Cabinet 2 UMBER/1 21762 E/1 CONTRACT, WA IAC/CEDAR RIVER PARK 94 /1 5/19/94 - Contract Agreement with the Washington State Interagency Committee for Outdoor Recreation (IAC) for partial project funding for acquisition and development of the NARCO site into the Cedar River Recreation Park. /2 See also: RES 2973 & 3023 /1 May 20, 1994 CT/1 Jan. 1, 1994 /1 CC5 SER/1 CC5 ATE/1 Aug. 31, 1994 ORD/1 CAG-94-059 ORD/2 CEDAR RIVER PARK 94 ORD/3 GRANT 94 ORD/4 IAC 94 ORD/5 NARCO ACQUISITION 94 ORD/6 OUTDOOR RECREATION 94 TION/1 CABINET 6 Page 1 NARCO.TXT • UMBER/1 22270 E/1 DEED, CEDAR RIVER RECREATION PARK PARK 95 /1 5/19/94 - Deed of Right to use Land for Public Recreation Purposes, for and in consideration of monies from the Outdoor Recreation Account of the State . The purpose is to use the land as part of the Cedar River Recreation Park, #93-124A/W-0651 . /2 Rec# 9502170726 /3 See also: Cedar River Recreation Park Acquisition file /1 Mar. 2 , 1995 CT/1 5/19/95 /1 CC5 SER/1 CC5 ATE/1 24-Jul-1995 ORD/1 93-124A/W-0651 ORD/2 9502170726 DEED ORD/3 CEDAR RIVER RECREATION PARK 95 ORD/4 DEED 9502170726 ORD/5 NARCO 95 TION/1 VAULT UMBER/1 21086 E/1 ACQUISITION, NARCO PROPERTY 93 /1 7/20/93 - Real Estate Purchase and Sale Agreement between City of Renton and North America Refractories Co/NARCO (seller) for 61 acres of property located east of I-405 and north of Renton Hill . /2 See also: Puget Power Property-NARCO site (Acquisition file) /3 See also: Puget Power Property-Panther Creek Wetlands (Acquisition) /1 July 29, 1993 CT/1 Jan. 1, 1993 /1 CC SER/1 CC5 ATE/1 11-Jul-1995 ORD/1 ACQUISITION 93 ORD/2 NARCO 93 ORD/3 NORTH AMERICAN REFRACTORIES CO 93 GORY/1 CPR-2 TION/1 CABINET 2 Page 2 • NARCO.TXT If UMBER/1 22532 E/1 ACQUISITION, PUGET POWER PROPERTY/NARCO SITE 95 /1 00/00/95 - Real Estate Purchase & Sale Agreement between the City of Renton and Puget Sound Power & Light (Puget Power) for the NARCO parcel . This is in the NARCO Property Acquisition site, east of I-405 and north of Renton Hill . /2 See also: Deed, QC 9508100516 /3 See also: E 9508100518 /1 11-Jul-1995 CT/1 7/11/95 /1 CC5 ORD/1 ACQUISITION 95 ORD/2 PUGET SOUND POWER & LIGHT 95 ORD/3 PUGET POWER 95 ORD/4 NARCO SITE 95 GORY/1 CPR-2 TION/1 CABINET 2 UMBER/1 21482 E/1 RES 3023 , NARCO PURCHASE LOAN 93 /1 RESOLUTION 3023 - Authorizes a loan from the City General and Street Funds to the Parks Department for interim financing to purchase the North American Refractory Company (NARCO) site . /2 Adopted: 12/13/ 93 /3 See also: CAG-94- 059 /1 Dec. 29, 1993 CT/1 Jan. 1, 1993 /1 CC5 SER/1 CC5 ATE/1 May 20, 1994 ORD/1 NARCO 93 ORD/2 PARKS DEPARTMENT 93 ORD/3 PROPERTY ACQUISITION 93 ORD/4 RES 3023 TION/1 VAULT CLRK: DISPLAY 17 records found UMBER/1 21489 E/1 STATUTORY WARRANTY, NARCO ACQUISITION 93 /1 12/1/93 - Statutory Warranty Deed, North American Refractories, grantor, for NARCO property acquisition. Tax #862610/660965-CLO Page 3 NARCO.TXT • /2 Recording # 9312011518 /3 See Also : NARCO Acquisition file /1 Dec. 30, 1993 CT/1 Jan. 1, 1993 /1 CC4 SER/1 CC5 ATE/1 21-Jul-1995 ORD/1 9312011518 SW DEED ORD/2 ACQUISITION 93 ORD/3 DEED, SW 9312011518 ORD/4 NARCO 93 ORD/5 NORTH AMERICAN REFRACTORIES 93 TION/1 Vault CLRK: DISPLAY 17 records found UMBER/1 21720 E/1 CONTRACT, KLB CONSTRUCTION/NARCO SOIL STOCKPILING 94 /1 4/27/94 - Agreement with KLB Construction, Inc . for stockpiling of soil at the Narco site . /1 Apr. 29, 1994 CT/1 Jan. 1, 1994 /1 CC4 SER/1 CC5 ATE/1 Jan. 4 , 1995 ORD/1 CAG-94-042 ORD/2 I-405 94 ORD/3 KLB CONSTRUCTION 94 ORD/4 NARCO 94 ORD/5 SOIL STOCKPILE 94 TION/1 Cabinet 6 Page 4 01/22/96 18:41 FAX 206 454 0220 ENTRANCO ENG. I0001/004 0 • ® E N T R A N C C ENGINEERS. SCIENTISTS PLANNERS. SURVEYORS 10900 NE 8th Street,Suite 300 (205)454-5600 Bellevue,Washington 98004 Fax No. (206) 454-0220 .FACSIMILE TRANSMITTAL Date l 2 Z � � PLEASE DELIVER THE FOLLOWING PAGES IMMEDIATELY TO: Name �C;�n S�rct k0' Firm/Agency ��h�on Isur2 W4�Yef ��i lty city Fax Number From IJ(-U e-✓\S61PA Project/Promo Name 1-. c� Project/Promo No. Remarks/Items Transmitted: 4441�lw of<- 5 CG,-►'> 1'�- r�Du Hard Copy Will Will Not Be Sent No. of Pages (Including Transmittal Sheet) If there are problems with transmission, call (206) 454-5600 Place Transmission Sheet in File Box with Copy of Transmitted Material A-07w(Rev.7194) 01/22/96 18:42 FAX 206 i 0220 _ ENTRANCO ENG. 19003/004_ _ �O 9 IE ` Z Ot �;PIP ti a N 1 �s • 'yip � 1100 S 9 31�i.9 l `'!e ? 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Replace with HDPE tightline and associated structures (inlet manhole, connections, energy dissipator/diffusion structure, downstream improvements) Anticipated Products/Scope Design, preparation of construction documentation (plans, specifications, engineer's estimate, and bid package), construction supervision, as-built survey Coordination/Team Entranco - civil/site design of tightline and construction supervision AGRA Earth and Environmental - geotechnical analysis City - permitting and coordination Design Issues • Slope stability - concern about stability of upstream structure and area surrounding existing/future outfall. • Easements - No easement currently exists. The City will approach the current landowner and obtain easements when the design approach is established. • Hydrology - The City has prepared an initial hydrologic assessment. The consultant team should review and use the City's estimates of flow unless consultant review generates significant concern. Estimated 25 - yr storm event flow = 14 cfs Estimated 100 - yr storm event flow = 18 cfs (Note: Estimates are CONSERVATIVE, based on SBUH 24-hour storm event) • Downstream conditions - Determine need, design of improvements downstream of the energy dissipator. Schedule City desires a "quick fix" to this problem. However, need to determine realistic schedule given contract, design, permitting, and construction constraints. Cost Quick estimate of construction cost = $70,000 (incl. engineering, taxes, and contingency). Estimated engineering costs = $7,000 to $12,000 Short PIat-(SHPL# ) REQUEST FOR PROJECT'It Preli n-L Plat (PP# ) CAG 1# ) To: Technical Services Date WO# Greenl# From: Plan Review/Proj=Manager ��(�a «,{A Project Name r j/`C 5 57 r 0� a4 t C� ( 'v'- �L/e`4_1,. (70 cluracters rain) Description of Project: t3 — �' �it 1't'�c� 27 7 I��� f I fr✓v� l'ir�S'�%v? f7�t'f!i Ll�a[/c� i Circle Size of Waterline: 8" 10" 12" Circle One: New or Extension Circle Size of Sewerline: 8" 10" 12" Circle One: New or Extension Circle Size of Stormline: 12" 15" 18" 24" Circle One: New or Extension Address or Street Name-(s) D v ipr/Contractor/Owner/Cnslt:: (70 characters max) Check each discipline involved in Project Ltr Drwg #of sheets per discipline ❑ Trans-Storm ❑ ❑ (Roadway/Draiaage) (Off site improvernents)(inctude basin name) (include TESC sheets) ❑ Transportation (Signalization,Channelization,lighting) ❑ ❑ ❑ Wastewater ❑ ❑ Sanitary Sewer Main(include basin name) ❑ `VatCr (Mains.Valve.Hydrants) ❑ ❑ (Include wmpositc 6c Horizontal Cui SlIccts) ❑ Suface Water ❑ ❑ Improvements ( LP NLY)(includc basin name) TS Use Only CIP FILE OUTLINE 1000 CORRESPONDENCE 001 eneral Correspondence 1 Consultant Correspondence 0 City Correspondence 00 Other Agencies Correspondence 100 Contractor Correspondence 06 Grants/Loans -Correspondence 1100 DESIGN/PLANNING 1101 Design 1102 Consultant Selection 1103 Contracts 11 Reports/Studies/Calculations 1105 Consultant Payments 1200 AGREEMENTS C:lj& SEPA 1400 PERMITS/PLAN REVIEW 1500 EASEMENTS/DEEDS 1600 CONSTRUCTION 1601 Construction Bid Information 1602 Construction Contract Insurance& Legal Review 60 Construction Contract Document 604 Construction Submittals afenals Shop Drawings Schedules Traffic-Control Plan Prevailing Wages Ap;nstruct!on Construction Change a Orders Inspectio rogress Reports to Site on Ition Reports 1609 Construction Management Services (Consultant) Contract Invoices 1610�Operations & Maintenance General Information M niial s-BuilbSurvey Notes 1700 LITIGATIO 1800 LID 1801 LID Public Notification 1802 LID Public Meetings 1803 LID Final Assessment Roll 1804 LID Miscellaneous 1900 SAD 1901 SAD Public Notification 1902 SAD Public Meetings 1903 SAD Final Assessment Roll 1904 SAD Miscellaneous H/DIV/UTIL/FILEOTLA.DOC\If I *t Plat (SHPL# ) REQUEST FOR PROJECT# Prelim. Plat (PP# ) CAG # 96-097 ) To: Technical Services Date 8/30/96 WO# 65246 Green# From: Plan Review/Project Manager RON STRAKA Project Name HIGH AVENUE SOUTH STORMWATER OUTFALL IMPOVEMENT PROJECT (70 characters max) Description of Project: SURFACE WATER UTILITY CIP CONSTRUCTION PROJECT INSTALLING 450 FT. OF 16"-18"HDPE STORM PIPE & 2 STRUCTURES DOWN A STEEP SLOPE FROM 525 HIGH AVENUES SOUTH TO BOTTOM OF HILL ON THE CITY NARCO SITE. RJC INC IS THE CONTRACTOR Circle Size of Waterline: 8" 10" 12" Circle One: New or Extension Circle Size of Sewerline: 8" 101, 12" Circle One: New or Extension Circle Size of Stormline: 12" 18" 24" Circle One: New or Extension /6 Address or Street Name(s) 525 HIGH AVENUE SOUTH Dvlpr/Contractor/Owner/Cnslt:: CONTRACTOR-RJC INC. (70 characters max) Check each discipline involved in Project Ltr Drwg # of sheets per discipline ✓ ✓ Trans-Storm (Roadway/Drainage) (Off site improvements)(include basin name) (include TESC sheets) Transportation (Signalization,Channelization,Lighting) Wastewater Sanitary Sewer Main(include basin name) Water (Mains,Valves,Hydrants) (Include composite&horizontal Ctrl Sheets) i-g Suface Water CEDAR RIVER-TIFFINY(30-33) 4 Improvements include basin name) TS Use Only Approved by TSM Date: H:forms/utility/92-M.DOC/CD/bh 0 0 SWP 27-2271 CAG 96-097 SWP 27-2271 CAG 96-097 High Ave. S. Storm Oufall Imp. Prj. High Ave. S. Storm Oufall Imp. Prj. General Correspond., Project File Corresp.w/Contractor SWP 27-2271 CAG 96-097 SWP 27-2271 CAG 96-097 High Ave. S. Storm Oufall Imp. Prj. High Ave. S. Storm Oufall Imp. Prj. Consultant Corresp., Contract Pay Estimates, Change Orders SWP 27-2271 CAG 96-097 SWP 27-2271 CAG 96-097 High Ave. S. Storm Oufall Imp. Prj. High Ave. S. Storm Oufall Imp. Prj. Payments to Consultant Contractor's Material Submittals SWP 27-2271 CAG 96-097 SWP 27-2271 CAG 96-097 High Ave. S. Storm Oufall Imp. Prj. High Ave. S. Storm Oufall Imp. Prj. Design Report, Calculations Material Tickets, SWP 27-2271 CAG 96-097 SWP 27-2271 CAG 96-097 High Ave. S. Storm Oufall Imp. Prj. High Ave. S. Storm Oufall Imp. Prj. SEPA Appl., Adjacent Prop. Owners Work Days, Inspection Log SWP 27-2271 CAG 96-097 SWP 27-2271 CAG 96-097 High Ave. S. Storm Oufall Imp. Prj. High Ave. S. Storm Oufall Imp. Prj. Figures, etc Contractor Payrolls, EEO reports SWP 27-2271 CAG 96-097 SWP 27-2271 CAG 96-097 High Ave. S. Storm Oufall Imp. Prj. High Ave. S. Storm Oufall Imp. Prj. Utility Easement Surveyor's Notes, Redlines SWP 27-2271 CAG 96-097 SWP 27-2271 CAG 96-097 High Ave. S. Storm Oufall Imp. Prj. High Ave. S. Storm Oufall Imp. Prj. Bid Document, Misc. Plans Photo's Site, Construction SWP 27-2271 CAG 96-097 High Ave. S. Storm Oufall Imp. Prj. Cost Estimate, Bid Tab. SWP CIP NE 27th ST/ABERDEEN AVE. Drainage Improvements - Folder 1 SWP CIP NE 27th ST/ABERDEEN AVE. Pubic Works Trust Fund Loan Application SWP CIP NE 27th ST/ABERDEEN AVE. Drainage Improvements - Folder 2 SWP 27-2271 - CAG-96-097 High Avenue S Storm Outfall Imp Project Utility Easement SWP 27-2 - High Avenue S Storm Outfall Imp Project Cost Estimate, Bid Tab SWP CIP NE 27th ST/ABERDEEN AVE Drainage Improvements - Folder 1 SWP CIP NE 27th ST/ABERDEEN AVE Public Works Trust Fund Loan Application SWP CIP NE 27th ST/ABERDEEN AVE Drainage Improvements - Folder 2 SWP 27-2271 - CAG-96-097 High Avenue S Storm Outfall Imp Project Payments to Consultant SWP 27-2271 - CAG-96-097 High Avenue S Storm Outfall Imp Project Fiqures, etc. SWP 27-2271 - CAG-96-097 High Avenue S Storm Outfall Imp Project Material Tickets SWP 27-2271 - CAG-96-097 High Avenue S Storm Outfall Imp Project Contractor Payrolls, EEO Reports