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STORM DRAIN STRUCTURE SCHEDULE <br />NORTHING & EASTING COORDINATES ARE TAKEN AT THE CENTER OF EACH STRUCTURE. <br />STORMWATER MANHOLES AND CATCH BASINS SHALL BE INSTALLED PER CITY OF EVERETT <br />STANDARD DRAWING NO. 405 & 402. <br />ID <br />STRUCTURE <br />TYPE <br />SIZE (DIA, IN) <br />EASTING <br />NORTHING <br />NOTES <br />NT-SDVLT-01 <br />LIFT STATION <br />SEE PLAN <br />1301166.32 <br />362471.40 <br />2 <br />NT-SDVLT-02 <br />VALVE VAULT <br />SEE PLAN <br />1301169.19 <br />362489.21 <br />2 <br />NT-SDMH-01 <br />CB TYPE 2 <br />72" <br />1301149.61 <br />362469.02 <br />2 <br />NT-SDMH-02 <br />CB TYPE 2 <br />60" <br />1301244.84 <br />362466.62 <br />2 <br />NT-SDMH-03 <br />CB TYPE 2 <br />48" <br />1301234.56 <br />362162.09 <br />3 <br />NT-SDMH-04 <br />CB TYPE 2 <br />72" ® <br />1301501.78 <br />362459.76 <br />2 <br />NT-SDMH-05 <br />CB TYPE 2 <br />54" <br />1301488.63 <br />362150.65 <br />2 <br />NT-SDMH-06 <br />CB TYPE 2 <br />48" <br />1301475.54 <br />361756.13 4 <br />2 <br />NT-SDMH-07 <br />CB TYPE 2 <br />48" <br />1301493.68 <br />361530.10 <br />2 <br />NT-SDMH-08 <br />CB TYPE 2 <br />48" <br />1301483.64 <br />361413.35 <br />1, 3 <br />NT-SDMH-09 <br />CB TYPE 2 <br />48" <br />1301587.80 <br />361524.35 <br />2 <br />NT-SDMH-10 <br />CB TYPE 2 <br />48" <br />1301798.97 <br />362141.17 <br />3 <br />NT-SDMH-11 <br />CB TYPE 2 <br />48" <br />1301506.83 <br />362641.83 <br />2 <br />NT-SDMH-12 <br />CB TYPE 2 <br />48" <br />1301325.16 <br />362648.70 <br />2 <br />NT-SDMH-13 <br />CB TYPE 2 <br />54" ® <br />1301509.27 <br />362769.41 <br />2 <br />NT-SDMH-14 <br />CB TYPE 2 <br />48" <br />1301520.65 <br />362769.46 <br />3 <br />NT-SDMH-15 <br />CB TYPE 2 <br />48" <br />1301513.86 <br />362829.53 <br />2 <br />NT-SDMH-16 <br />CB TYPE 2 <br />48" <br />1301406.05 <br />362830.19 <br />2 <br />NT-SDMH-17 <br />CB TYPE 2 <br />48" <br />1301522.22 <br />363125.19 <br />3 <br />NT-SDMH-18 <br />CB TYPE 2 <br />48" <br />1301810.63 <br />362757.94 <br />2 <br />NT-SDMH-19 <br />CB TYPE 2 <br />48" <br />1301820.54 <br />362757.95 <br />3 <br />6 <br />3, 8 <br />NT-SDMH-21 <br />CB TYPE 2 <br />48" <br />1301826.48 <br />363206.04 <br />2 <br />NT-SDMH-22 <br />CB TYPE 2 <br />48" <br />1302074.06 <br />363197.98 <br />2 <br />NT-SDMH-23 <br />CB TYPE 2 <br />48" <br />1301485.53 <br />361756.78 <br />31 4 zh <br />NT-SDMH-24 <br />CB TYPE 2 <br />54" <br />1301499.13 <br />362151.71 <br />3, 5 <br />NT-CB-01 <br />CB TYPE 1 <br />1301246.24 <br />362497.12 <br />3 <br />3, 6 <br />IN I - - <br />3, 7 <br />NT-CB-04 <br />CB TYPE 1 <br />1301892.42 <br />362138.03 <br />3 6 <br />NT-CB-05 <br />CB TYPE 1 <br />1301886.60 <br />361965.92 <br />3 <br />NT-CB-06 <br />CB TYPE 1 <br />1301883.16 <br />361869.81 <br />3 <br />NT-CB-07 <br />CB TYPE 1 <br />1301990.46 <br />362441.53 <br />3 <br />NT-CB-08 <br />CB TYPE 1 <br />1301975.11 <br />362200.19 <br />3 <br />NT-CB-09 <br />CB TYPE 1 <br />1301960.57 <br />361960.34 <br />3 <br />NT-CB-10 <br />CB TYPE 1 <br />1301329.09 <br />362724.14 <br />3 <br />NT-CB-11 <br />CB TYPE 1 <br />1301350.32 <br />362825.68 <br />3 <br />3, 86 <br />3, 8 <br />NT-CB-14 <br />CB TYPE 1 <br />1301533.18 <br />363124.53 <br />3 <br />NT-CB-15 <br />CB TYPE 1 <br />1301530.62 <br />363341.45 <br />3 <br />6 <br />3, 8 <br />NT-CB-17 <br />CB TYPE 1 <br />1302127.50 <br />363231.45 <br />3 <br />NT-CB-18 <br />CB TYPE 1 <br />1302008.59 <br />362648.99 <br />3 <br />NT-CB-19 <br />CB TYPE 1 <br />1301835.97 <br />363205.46 <br />3 <br />3, 8k <br />-NT-613-213, <br />8 <br />NT-CB-22 <br />CB TYPE 1 <br />1301325.78 <br />362739.82 <br />3 <br />NT-CB-23 <br />CB TYPE 1 <br />1301530.62 <br />361393.67 <br />3 <br />2 <br />NT-CB-25 <br />CB TYPE 2 <br />1301527.51 <br />363231.56 <br />2 <br />NT-CB-26 <br />CB TYPE 1 <br />1301832.27 <br />363385.70 <br />3 <br />NT-CB-27 <br />CB TYPE 1 <br />1301828.47 <br />363276.57 <br />NT-CB-28 <br />CB TYPE 1 <br />1302113.75 <br />363292.76 <br />NT-CB-29 <br />CB TYPE 1 <br />1302124.55 <br />363359.11 <br />Port o, f <br />EVERM <br />P,0 BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />1601 5th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO. 1600120 <br />ESE <br />TRENCH DRAIN SCHEDULE <br />NORTHING & EASTING COORDINATES ARE TAKEN AT <br />THE CENTER OF EACH INTERNAL END <br />ID <br />EASTING <br />NORTHING <br />NT-TD-01 <br />SOUTH <br />END <br />1301219.95 <br />361749.12 <br />NT-TD-01 <br />NORTH <br />END <br />1301244.46 <br />362453.12 <br />NT-TD-02 <br />SOUTH <br />END <br />1301246.36 <br />362507.70 <br />NT-TD-02 <br />NORTH <br />END <br />1301250.82 <br />362635.62 <br />NT-TD-03 <br />SOUTH <br />END <br />1301491.19 <br />361923.79 <br />NT-TD-03 <br />NORTH <br />END <br />1301532.48 <br />363109.83 <br />NT-TD-04 <br />SOUTH <br />END <br />1301475.61 <br />361475.99 <br />NT-TD-04 <br />NORTH <br />END <br />1301484.51 <br />361731.84 <br />NT-TD-05 <br />SOUTH <br />END <br />1301794.91 <br />362025.28 <br />NT-TD-05 <br />NORTH <br />END <br />1301835.64 <br />363195.33 <br />NT-TD-06 <br />SOUTH <br />END <br />1302064.69 <br />362962.86 <br />NT-TD-06 <br />NORTH <br />END <br />1302072.48 <br />363186.72 <br />STORM DRAIN STRUCTURE SCHEDULE NOTES: <br />1. SDMH8 SHALL BE A STORMFILTER BY CONTECH OR APPROVED <br />EQUAL MANHOLE STRUCTURE THAT COLLECTS SURFACE WATER <br />RUNOFF AND IS CAPABLE OF TREATING IT TO MEET <br />DEPARTMENT OF ECOLOGY 'BASIC' TREATMENT CRITERIA. <br />5\ <br />2. SOLID COVER. <br />3. GRATE COVER. <br />4. SDMH23 REPLACES DELETED C133 <br />5. SDMH24 REPLACES DELETED C132 <br />6. C132 IS DELETED & REPLACED BY SDMH24 <br />7. C133 IS DELETED & REPLACED BY SDMH23 <br />8. C1312, C1313, CB16, C1320, C1321, SDMH2O ARE DELETED <br />0 <br />DRAINAGE STRUCTURE <br />(DIMENSIONS VARY)74 <br />SCARIFY 1' OF EX MATERIAL AND <br />RECOMPACT SUBGRADE TO 95% M <br />DRY DENSITY, SEE NOTE 4. IF <br />MATERIAL IS UNSUITABLE FOR REL <br />REMOVE 1' MIN AND REPLACE WIT <br />QUARRY SPALLS WRAPPED WITH <br />GEOTEXTILE. SEE SPECIFICATIONS. <br />1.0 <br />EX BURIED FOUNDATION ELEMENTS <br />3-FEET OF BOTTOM OF UTILITY <br />STRUCTURE REQUIRE THAT THE <br />STRUCTURE BE PROTECTED WITH <br />MULTI -LAYER GEOGRID-REINFORCE <br />EX HMA PAVEMENT <br />OVERLAP HMA PAVEMENT PER MATCH FLUSH WITH <br />GRADING AND PAVING PLANS EXISTING SURFACE <br />POPE TRENCH NOTES <br />1. PLACE THE APPROPRIATE UTILITY MARKING TAPE, <br />WITH METAL FIBERS, 1' ABOVE THE PIPE <br />CONTINUOUSLY ALONG THE PIPE LENGTH. <br />2. UNSUITABLE FOUNDATION EXCAVATION NOT SHOWN. <br />SEE SPECIFICATIONS. <br />3. TRENCH BEDDING SECTION PER COE STANDARD <br />��\ <br />�� <br />PLAN 614-TYPICAL TRENCH SECTION. <br />SHORING OR EXTRA <br />A EXCAVATION ZONE <br />NEAT LINE WIDTH FOR <br />�j <br />J <br />4. DEWATER TO AT LEAST 2 FEET BELOW SUBGRADE. <br />1.5H:1V MAX <br />EXCAVATION AND <br />SEE SPECIFICATIONS. <br />BACKFILL <br />COMPACT BACKFILL TO <br />SEE SPECIFICATIONS <br />mLLJ <br />95% MAXIMUM DENSITYof <br />SEE NOTE 4 <br />UNDERGROUND MARKING <br />TAPE, SEE NOTE 1 <br />GRAVEL BACKFILL FOR PIPE <br />CD <br />o <br />Lj <br />0 <br />ZONE BEDDING, SEE NOTE 3 <br />o <br />LLJm LLJ <br />COMPACT SUBGRADE TO <br />95% MAXIMUM DENSITY <br />CD <br />CD <br />LLJ <br />_cj:� <br />Q� <br />o <br />S-4" <br />Of <br />LLJ <br />o <br />Cv <br />SMALLER THAN 18" ID <br />a <br />z w <br />o <br />cnLLJ <br />_- <br />L-ao <br />� U <br />L, j <br />Z <br />J <br />18" ID AND LARGER <br />O <br />LLJ <br />c <br />cn <br />a <br />Z <br />U <br />z <br />X <br />LLJ <br />1 TYPICAL TRENCH <br />DETAIL <br />FOR <br />STORM <br />DRAIN <br />X <br />C4.17 SCALE: NTS <br />15' CRUSHED SURFACING BASE <br />;OURSE, SEE SPECIFICATION <br />MULTI -LAYER GEOGRID-REINFORCED BASE TO <br />BE USED IF STRUCTURE BOTTOM IS WITHIN <br />3-FEET (VERTICAL) OF AN EXISTING BURIED <br />FOUNDATION ELEMENT. GEOGRID SHALL EXTEND <br />1' MIN BEYOND STRUCTURE FOOTPRINT. SEE <br />SPECIFICATIONS AND GEOTECH REPORT SECTION <br />3.8.1 FOR ADDITIONAL DETAILS. <br />PRECAST STRUCTURES SUBGRADE PREPARATION <br />-IC4.17 SCALE: NTS <br />NOTE: <br />NORTHINGS AND EASTINGS OF STRUCTURES ARE BASED OFF OF <br />CONSTRUCTION SURVEY AS-BUILTS PROVIDED BY THE CONTRACTOR. <br />A5 <br />10/25/2021 <br />NW <br />REVISED PER CITY COMMENTS. <br />® <br />09/27/2021 <br />NW <br />REVISED PER RFI010 & WHSE <br />GVL YARD DRAINAGE. <br />0 <br />08/26/2021 <br />NW <br />REVISED PER CITY COMMENTS AND <br />CLARIFIED RIM TYPE AS SOLID OR <br />D7/D5/2023 <br />NW <br />RECORD DRAWING <br />GRATE. <br />® <br />04/08/2022 <br />NW <br />MARITIME TENANT SITE DEVELOPME <br />�2 <br />07/28/2021 <br />NW <br />ADDENDUM 4 <br />02/09/2022 <br />NW <br />6 D TO <br />07/09/2021 <br />NW <br />ADDENDUM 1 <br />AVOID WOOD STAVE PIPE <br />/0 <br />06/21/2021 <br />NW <br />ISSUED FOR BID <br />© <br />12/02/2021 <br />NW <br />2-INCH TO 9-INCH PVMT <br />NO. <br />DATE <br />BY <br />REVISION <br />NO. <br />DATE <br />BY <br />REVISION <br />PROJECT ENGINEER: <br />SCALE: <br />RECORD CONDITIONS <br />N. WATSON <br />AS SHOWN <br />ILLUSTRATED IN THESE <br />PLANS REFLECT <br />DESIGNED BY: <br />J. BECKER <br />DATE: <br />06/21 /2021 <br />INFORMATION <br />PROVIDED BY THE <br />DRAWN BY: <br />CHECKED BY: <br />K. EDWARDS, D. YU <br />N. WATSON <br />CONTRACTOR. RECORD <br />APPROVED BY: <br />CONDITIONS WERE NOI <br />VERIFIED BY ENGINEER. <br />RECORD DRAWING <br />PORT OF EVERETT <br />NORTON TERMINAL DEVELOPMENT <br />& MTCA 3RD INTERIM ACTION <br />STORM & TRENCH DRAIN <br />STRUCTURE SCHEDULE & DETAILS <br />IF SHEET IS LESS THAN 22x34 <br />REDUCE SCALE ACCORDINGLY <br />DWG. N0. <br />C4017 <br />CIP NO. <br />1-8-900-05 <br />PROJECT <br />N0. MT-NT-2021-02.2 <br />SHEET No. 61 OF 150 <br />0 <br />Z <br />