Loading...
HomeMy WebLinkAboutR-4038040 0 C 11 E F A G A H w U z W U_ w 0 z O z L1J ry LL O U 3 2 0 J 7 0 J 0 0 (D Q rn00 � 1 o No 1 U 0 �o �Q = o0 m00 >, 0 m E Q� o m N I- X 0 N M N o� N _(6 � I U 0 s= o� W CO 1�Lw Lu .o0�Q d X ES12 PHASE II MANHOLE SUMMARY MH NO. SHEET NO. MH TYPE MH DIAMETER (IN) MH DEPTH (FT)' PRE -CAST R01-32 C 101 2 48 15.7 CONCRETE PRE-CAST R02-01 C 101 2 48 16.6 CONCRETE PRE -CAST R02-02 C 101 48 15.3 CONCRETE2 PRE -CAST R02-03 C 102 48 14.1 CONCRETE2 PRE -CAST R02-04 C 102 2 48 13.6 CONCRETE PRE -CAST R02-05 C 103 2 48 13.9 CONCRETE PRE -CAST R02-06 C103 48 11.6 CONCRETE2 PRE -CAST R02-07 C104 2 48 11.3 CONCRETE TABLE NOTES: 1. DEPTH SHOWN IS FROM RIM TO CROWN OF PIPE. 2. PRE -CAST MH RISER ATTACHED TO CAST IN PLACE STRUCTURE FORMED AROUND ES12 PIPE. SEE DETAIL 2, DWG C106. COORDINATE CONTROL POINTS POINT NORTHING EASTING DESCRIPTION �1 182406.50 1300877.91 BYPASS DISCHARGE WORK AREA FENCE/CORNER 2❑ 182405.91 1300907.82 BYPASS DISCHARGE WORK AREA FENCE/CORNER 3❑ 182499.36 1300909.71 BYPASS DISCHARGE WORK AREA FENCE/CORNER ® 182499.36 1300879.19 BYPASS DISCHARGE WORK AREA FENCE/CORNER 5❑ 182515.48 1300879.41 BYPASS DISCHARGE WORK AREA CORNER © 182515.48 1300909.71 BYPASS DISCHARGE WORK AREA CORNER 7❑ 183208.48 1300830.20 WORK AREA CORNER ® 183208.21 1300851.55 WORK AREA CORNER 9❑ 183368.16 1300852.84 WORK AREA CORNER 10 183368.25 1300831.27 WORK AREA CORNER 11 183834.87 1300845.46 WORK AREA CORNER F12 183834.57 1300870.46 WORK AREA CORNER 13 183858.41 1300870.67 WORK AREA CORNER 14 183894.80 1300853.53 WORK AREA CORNER 15 183894.87 1300845.99 WORK AREA CORNER 16 F 184205.49 1300863.39 WORK AREA CORNER 17 F 184202.35 1300884.74 WORK AREA CORNER 18 184356.16 1300920.90 WORK AREA CORNER 19 184362.96 1300900.12 WORK AREA CORNER 20 184609.18 1300988.48 WORK AREA CORNER 21 184600.06 1301001.81 WORK AREA CORNER 22 184649.13 1301035.59 WORK AREA CORNER 23 184658.67 1301023.21 WORK AREA CORNER 24 F 185005.67 1301335.11 WORK AREA CORNER 25 185040.17 1301384.19 WORK AREA CORNER 26 185073.06 1301361.42 WORK AREA CORNER 27 185063.50 1301347.82 WORK AREA CORNER 28 185027.45 1301320.02 WORK AREA CORNER 29 185353.66 1301721.75 WORK AREA CORNER 30 185455.76 1301844.87 WORK AREA CORNER I N C 0 M P LIAN C E W ITH C ITY OF RENTON STAN DAR DS DEVELOPMENT ENGINEERING -F rnair 01 /22/2019 0 0 ES12 PHASE II PIPE SUMMARY PIPE SEGMENT SHEET NO. UPSTREAM MH DOWNSTREAM MH LENGTH (FT)' PIPE DIAMETER (IN) MEASURED DEBRIS (CF)' 1 C101 R02-01 R01-32 237.5 96 853 2 C 101 R02-02 R02-01 546.1 96 1048 3 C101/C102 R02-03 R02-02 581.9 96 1173 4 C 102 R02-04 R02-03 413.7 96 11 5 C102/C103 R02-05 R02-04 377.7 96 8 6 C 103 R02-06 R02-05 521.8 96 6 7 C103/C104 R02-07 R02-06 570.1 96 0 8 2 C104 R02-08 R02-07 457.9± 96 0 TABLE NOTES: 1. DEBRIS MEASURED VIA LASER PROFILING. PROFILING CONDUCTED IN NOVEMBER 2016. VOLUMES ARE PRESENTED FOR INFORMATIONAL PURPOSES ONLY. 2. REHAB LIMITS OF PIPE SEGMENT 8 DO NOT INCLUDE FULL PIPE LENGTH. SEE SHEET C104 FOR APPROXIMATE REHAB LIMITS. 3. LENGTHS ARE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. COORDINATE CONTROL POINTS POINT NORTHING EASTING DESCRIPTION 31 185467.33 1301835.52 WORK AREA CORNER 32 185366.20 1301711.57 WORK AREA CORNER 33 185485.23 1301857.66 BYPASS INTAKE STAGING AREA CORNER 34 185456.56 1301881.62 BYPASS INTAKE STAGING AREA CORNER 35 185545.98 1301990.09 BYPASS INTAKE STAGING AREA CORNER 36 185475.70 1302046.84 BYPASS INTAKE STAGING AREA CORNER 37 185473.88 1302103.90 BYPASS INTAKE STAGING AREA CORNER 38 185477.29 1302109.65 BYPASS INTAKE STAGING AREA CORNER 39 185581.31 1302200.40 BYPASS INTAKE STAGING AREA CORNER 40 185704.96 1302318.90 BYPASS INTAKE STAGING AREA CORNER 41 185788.95 1302231.29 BYPASS INTAKE STAGING AREA CORNER 42 185474.65 1302067.05 BYPASS INTAKE STAGING AREA/RW LIMITS 43 185719.53 1302303.70 BYPASS INTAKE STAGING AREA/RW LIMITS 44 185597.80 1302186.99 BYPASS INTAKE STAGING AREA/RW LIMITS 45 185625.67 1302082.48 STAGING AREA/PSE PARCEL CORNER 46 185633.40 1302076.14 STAGING AREA/PSE PARCEL CORNER 47 185671.06 1302122.85 STAGING AREA/PSE PARCEL CORNER 50 182490.18 1300897.87 BYPASS PIPING CL 51 182541.47 1300923.07 BYPASS PIPING CL 52 182555.08 1300923.22 BYPASS PIPING CL 53 182556.30 1300807.92 BYPASS PIPING CL 54 182607.91 1300773.93 BYPASS PIPING CL 55 183066.74 1300847.84 BYPASS PIPING CL 56 183086.16 1300769.10 BYPASS PIPING CL 57 183236.73 1300793.67 BYPASS PIPING CL 58 183643.15 1300795.88 BYPASS PIPING CL 59 183674.68 1300827.76 BYPASS PIPING CL 60 183937.12 1300832.36 BYPASS PIPING CL 61 183947.06 1300815.00 BYPASS PIPING CL 62 184613.51 1300992.50 BYPASS PIPING CL C OAM AffiffA0% 0 CAROLLO ENGINEERS, INC. 1218 3RD STREET, SUITE 1600 SEATTLE, WA 98101 PH:206-684-6532 FAX:206-903-0419 PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. JAN UARY 2019 COORDINATE CONTROL POINTS POINT NORTHING EASTING DESCRIPTION 63 184630.57 1301029.63 BYPASS PIPING CL 64 184782.41 1301137.54 BYPASS PIPING CL 65 184815.78 1301143.64 BYPASS PIPING CL 66 185161.83 1301639.07 BYPASS PIPING CL 67 185242.36 1301783.27 BYPASS PIPING CL 68 185448.34 1301821.20 BYPASS PIPING CL 69 185687.39 1302114.15 BYPASS PIPING CL This document is released for the purpose of information exchange review and planning only under the authority of Erik J. Waligorski, P.E. (Washington License No. 38087) on January, 2019. It is not to be used for bidding, permit or construction purposes. This document is released for the purpose of information exchange review and planning only under the authority of Brian A. Sliger, P.E. (Washington License No. 55635) on January, 2019. It is not to be used for bidding, permit or construction purposes. DESIGNED/DRAWN B. HAWES PROJECT ENGINEER B. SLIGER DESIGN APPROVAL B. ISAAC GENERAL DESIGN DATA NOTES: 1. CONTRACTOR TO FIELD VERIFY DIAMETER OF EXISTING PIPE. 2. CONTRACTOR TO FIELD VERIFY LENGTH OF EXISTING PIPE SEGMENTS. 3. CONTRACTOR TO FIELD VERIFY DEPTH, CONFIGURATION, AND SIZE OF MANHOLES/JUNCTION STRUCTURES. 4. CONTRACTOR TO FIELD VERIFY LOCATION AND NUMBER OF LATERALS. 5. CONTRACTOR TO FIELD VERIFY LOCATION, SIZE, DEPTH, AND TYPE OF EXISTING UTILITIES. UTILITY CROSSING COORDINATES UTILITY SIZE POINT GROUND DEPTH TO TOP DEPTH TO POINT # UTILITY TYPE (IN) TYPE SURFACE OF UTILITY BOTTOM OF ELEVATION (FT) (FT) UTILITY 10 W 8 POTHOLE 126.1 2.7 3.3 2O SS 24 RECORD UNK 9.2 11.2 O3 SS 24 RECORD UNK 9.0 11.0 40 W 6 RECORD UNK 4.5 5.0 O5 SD 18 RECORD UNK 6.5 8.0 © W 6 POTHOLE 127.2 4.5 5.0 O7 G TBD RECORD UNK TBD TBD ® SD 24 RECORD UNK > 5.0 > 7.0 O9 P 4 POTHOLE TBD 3.1 3.4 10 P 4 POTHOLE TBD 1.7 2.0 11 P 2 POTHOLE 126.6 1.8 2.0 12 SD 12 POTHOLE 126.1 2.3 3.3 13 W 8 POTHOLE 126.2 5.4 6.1 14 P 4 POTHOLE 126.5 1.8 2.1 15 SD 46 POTHOLE 126.3 3.0 6.8 16 W 8 EST. POTHOLE UNK > 4.0 > 4.7 17 P (MULTIPLE) 4, 2, 2, 2 POTHOLE 126.7 3.1 3.4 18 SS 12 RECORD UNK 15.0 16.0 19 W 12 POTHOLE 127.0 6.7 7.7 20 SD 46 POTHOLE TBD 3.8 7.6 21 SS 12 RECORD UNK 16.0 17.0 22 W 12 POTHOLE 127.0 4.3 5.3 23 P (MULTIPLE) 4, 2, 2, 2 POTHOLE 127.4 2.2 2.5 24 SS 6 POTHOLE TBD 3.3 3.8 25 W 12 RECORD UNK EST.4.0 EST. 5.0 26 P DUCT 28W X 27H POTHOLE TBD 3.7 5.9 27 P DUCT 8W X 15H POTHOLE TBD 3.4 4.7 28 P/COMM UNK RECORD UNK UNK UNK 29 P DUCT UNK RECORD UNK UNK UNK 30 SD 14 POTHOLE TBD 3.5 4.7 31 P 2 POTHOLE 124.4 3.2 3.3 32 P 4 POTHOLE 124.5 3.6 3.9 33 W 16 POTHOLE 125.0 3.7 5.0 34 W 16 POTHOLE 124.9 2.8 4.1 35 W 16 POTHOLE 123.5 3.1 4.4 36 SS 96 POTHOLE TBD 9.5 17.5 37 SD 46 POTHOLE TBD 8.8 12.6 CHECKED: E. WALIGORSKI/ G. GOULD SCALE: AS NOTED FACILITY NUMBER NONE PROJECT ACCEPTANCE: CONTRACT NO: M. DARBY C01307C18 s K111g COY11V DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE II DESIGN DATA CITY OF RENTON #: R-403804 DATE: JAN UARY 2019 PROJECT FILE NO: 16-1123630 DRAWING NO: G004 SHT NO / TOTAL REV 0 4 36 No C') N O O O 00 r U lt lt LO O O 1 00 T_ z O z LJJ LL O U \I E F G I