2600 FEDERAL AVE 2021 PORT OF EVERETT Plans 2025-09-26

STORM DRAIN STRUCTURE SCHEDULE TRENCH DRADN SCHEDULE EX HMA PAVEMENT NORTHING & EASTING COORDINATES ARE TAKEN AT THE CENTER OF EACH STRUCTURE. NORTHING & EASTING COORDINATES ARE TAKEN AT OVERLAP HMA PAVEMENT PER MATCH FLUSH WITH PIPE TRENCH NOTES T RM A ER M N OL S N C TCH AS NS S AL B INS ALLED PE T 0 EVERT THE CENTER OF EACH INTERNAL END GRADING AND PAVING PLANS EXISTING SURFACE STANDARD DRAWING NO. 405 & 402. 1. PLACE THE APPROPRIATE UTILITY MARKING TAPE, STRUCTURE WITH METAL FIBERS, 1' ABOVE THE PIPE ID TYPE SIZE (DIA, IN) EASTING NORTHING NOTES ID EASTING NORTHING CONTINUOUSLY ALONG THE PIPE LENGTH. SDVLT1 LIFT STATION SEE PLAN 1301168.89 362472.93 2 TDl SOUTH END 1301219.95 361749.12 2. UNSUITABLE FOUNDATION EXCAVATION NOT SHOWN. SDVLT2 VALVE VAULT SEE PLAN 1301169.51 362490.79 2 TD1 NORTH END 1301244.46 362453.12 SEE SPECIFICATIONS. SDMH1 CB TYPE 2 72" 1301149.12 362471.02 2 4 TD2 -SOUTH END 1301246.36 362507.70 3. TRENCH BEDDING SECTION PER COE STANDARD SDMH2 CB TYPE 2 60" 1301244.97 362467.65 2 TD2 NORTH END 1301250.82 362635.62 PLAN 614-TYPICAL TRENCH SECTION. SHORING OR EXTRA \ SDMH3 CB TYPE 2 48" 1301234.30 362161.09 3 TD3 SOUTH END 1301491.19 361923.79 EXCAVATION ZONE NEAT LINE WIDTH FOR j J 4. DEWATER TO AT LEAST 2 FEET BELOW SUBGRADE. SDMH4 CB TYPE 2 ;; 72" 4 1301499.81 362458.78 2 TD3 NORTH END 1301522.46 362822.00 1.5H:1V MAX EXCAVATION AND Y s SEE SPECIFICATIONS. SDMH5 CB TYPE 2 48" 1301489.14 362152.21 2 T04 SOUTH END 1301475.61 361475.99 COMPACT BACKFILL TO BACKFILL a z SEE SPECIFICATIONS m w SDMH6 CB TYPE 2 48" 1301474.97 361745.16 2 4 Tr NORTH END 1301484.51 361731.84 95%MAXIMUM DENSITY SDMH7 CB TYPE 2 SEE NOTE 4 48" 1301494.26 361537.27 2 TD5 SOUTH END 1301794.91 362025.28 SDMH8 CB TYPE 2 48" 1301483.67 361412.90 1, 3 TD5 NORTH END 1301822.32 362811.56 UNDERGROUND MARKING SDMH9 CB TYPE 2 48" 1301588.26 361533.29 2 TAPE, SEE NOTE 1 0 w SDMH10 CB TYPE 2 48" 1301798.95 362141.43 3 GRAVEL BACKFILL FOR PIPE o 0 SDMH11 CB TYPE 2 ZONE BEDDING, SEE NOTE 3 �w z 48" 1301506.20 362642.33 2 STORM DRAIN STRUCTURE SCHEDULE NOTES: °�w SDMH12 CB TYPE 2 48" 1301326.00 362648.61 2 N SDMH13 CB TYPE 2 1. SDMH8 SHALL BE A STORMFILTER BY CONTECH OR APPROVED 41°r 54" 4 1301510.62 362769.22 2 COMPACT SUBGRADE TO EQUAL MANHOLE STRUCTURE THAT COLLECTS SURFACE WATER 95% MAXIMUM DENSITY z SDMH14 CB TYPE 2 48" 1301520.61 362768.87 3 RUNOFF AND IS CAPABLE OF TREATING IT TO MEET C SDMH15 CB TYPE 2 DEPARTMENT OF ECOLOGY 'BASIC' TREATMENT CRITERIA. Q 48" 1301512.72 362829.55 2 3 4In " Cz N SDMH16 CB TYPE 2 48" 1301406.27 362833.13 2 2. SOLID COVER. SMALLER THAN 18" ID Q? mo co SDMH17 CB TYPE 2 48" 1301523.00 363125.19 3 0 o w z o SDMH18 CB TYPE 2 3. GRATE COVER. 5ID+1 w m o w 48" 1301810.44 362758.78 2 '-6" 18" ID AND LARGER SDMH19 CB TYPE 2 48" 1301820.43 362758.43 3 4. SDMH23 REPLACES DELETED C63 N a SDMH2O CB TYPE 2 4 w 48" 1301819.35 363014.76 3 5. SDMH24 REPLACES DELETED C132 SDMH21 CB TYPE 2 48" 1301826.00 363205.81 2 ` City of Everett SDMH22 CB TYPE 2 48" 1302072.84 363197.22 2 6. C62 IS DELETED & REPLACED BY SDMH24 EVERETT Reviewed for Permit 10/26/2021 1 TYPICAL TRENCH DETAIL FOR STORM DRAIN w 3 CB TY E 2 48" 1301484.97W361869.743 .81 3, 4 4 7. CB3 IS DELETED & REPLACED BY SDMH23 SDMH24 CB TYPE 2 54" 1301499.1487 3, 5X C4.17 SCALE: NTS CB1 CB TYPE 1 1301245.99 05 3 CB24, TYPE 1L PER CITY STD PLAN 403. 6 48" C900 PLUG FRAME SHALL BE CAST INTO 6" PRECAST CB TYPE 1 - REDUCING SECTION PER CITY STD PLAN 406. EX SMHU07 7 CUT EX 8" PVC SD AND CONN TO NEW CB24. COVER SHALL BE SOLID PER CITY STD PLAN 410. RIM=13.74 CB4 CB TYPE 1 1301892.27 .18 3 PLUG SOUTH 8" PVC OUTLET PIPE WITH RIM=13.57 IE=6.7t (8" DI, E) CB5 CB TYPE 1 1301886.51 18 3 RUBBER/STAINLESS STEEL MECHANICAL IE=11.2± (8" C900, W) IE=5.4 (EX 15" CONC, N) DRAINAGE STRUCTURE PLUG TO DIVERT FLOW TO EX SMHU07. IE=11.9± (EX 8" PVC, N) IE=5.5 (EX 24" CONC, S) CB6 CB TYPE 1 1301883.18 74 3 (DIMENSIONS VARY) IE=11.9t (EX 8" PVC, S) E=5.1 (EX 24" CONC, E) CB7 CB TYPE 1 1301990.57 .81 38" C900 TEE TO FUNCTION ASCB8 CB TYPE 1 1301975.11 .19 3 zFLOATABLE MATERIAL SEPARATOR & m 2 CB9 CB TYPE 1 1301966.7634 3 0.5' CRUSHED GAS TRAP PER CITY STD PLAN 413 CB10 CB TYPE 1 1301328.63 362724.02 3 SCARIFY 1' OF EX MATERIAL AND SURFACING BASE CB11 CB TYPE 1 r 1301350.32 362825.68 3 RECOMPACT SUBGRADE TO 95%MAX COURSE, SEE CB12 CB TYPE 1 1301526.04 362924.92 3 DRY DENSITY, SEE NOTE 4. IF SPECIFICATION NOTE: CB24 WILL NOT BE 6" MIN MATERIAL IS UNSUITABLE, REMOVE 1' \ CONSTRUCTED IF CITY's a z 8" C900 CB13 CB TYPE 1 1301529.53 363024.86 3 AND REPLACE WITH QUARRY SPALLS, �A%//�/%A%A% �% XREINFORCED D MODULAR WETLAND SYSTEM PIPE STUB CB14 CB TYPE 1 1301423.01 363128.66 3 SEE SPECIFICATIONS V��A jA jAA/j�\ \j SHALL 2E USED WHERE IS ONLINE BEFORE PORT jA VA �jA��V AAA / EXISTING 38H6 F2of�ON1 CONSTRUCTION IS E E B . ODE CB15 CB TYPE 1 1301530.53 363341.18 3 j j��A/�A/A/�A j S�h4 h�S RveTURF COMPLETE. OPEN TM PROVIDE PIP 8" DI 1.00' ////////// // / CB16 CB TYPE 1 1301825.87 362914.48 3 �V�V�VA V�V�V�V LIMITS, SEE SPECIFICATION STUB AS NEEDED FOR 6" MIN CB17 CB TYPE 1 1302127.40 363231.44 3 WRAP QUARRY SPALLS (IF DISTANCE BELOW PIPE INVERT 3 CB18 CB TYPE 1 1302020.39 362677.22 3 ` REQUIRED) WITH GEOTEXTILE CB19 CB TYPE 1 1301802.12 363213.43 3 CONSTRUCTION KEY NOTES CB20 CB TYPE 1 1301926.15 363209.24 3 0 8" OUTSIDE DROP MANHOLE CONNECTION PER CITY STD PLAN 61 CB21 CB TYPE 1 130 01 06 CB22 CB TYPE 1 3 13 6.53 2740.60 3 0 8" DIxC900 FLANGE ADAPTOR OR TRANSITION COUPLING. B23 CB TYPE 1 301530.41 61111.18Qz� 3 2 PRECAST STRUCTURES SUBGRADE P R E P A R A I 0 N O CORE DRILL WALL AND FILL ANNULAR SPACE WITH NON-SHRINK C624 CB TYPE 1L 1301575.09 361249.99 2 - C4.17 SCALE: NTS GROUT. LOCATE CORE IN VERTICAL SECTION OF MANHOLE AVOID REMOVABLE CONNECTION ( SECURED TO OUTGOING PIPE m r� CORING THROUGH ECCENTRIC CONE SECTION). STUB AS APPROVED BY PUBLIC WORKS DIRECTOR �� 3 C1324 DETAIL C4.2 C4.17 W a< m o� W ® 09/2/2021 NW REVISED PER CITY COMMENTS. R ENGINEER SCALE: PORT OF EVERETT DWG. N0. 09/27 N. WATSON2021 NW REVISED PER RFI010 & WHSE p N. W AS SHOWN C4.17 Port of RGVLEV YARD DRAINAGE p4 lAgg7N T e 06/26/202, NW REVISED PER CITY COMMENTS AND t� s DESIGNED BY: DATE: N 0 R T 0 N TERMINAL DEVELOPMENT Lam_ c CLARIFIED RIM TYPE AS SOLID OR 2�5� , i 2 J. BECKER 06/21/2021 CIP N0. r EVERETTff GRATE - -H-9OO-05 07/28/2021 NW ADDENDUM 4 DRAWN BY: CHECKED BY: & M T C A 3 R D INTERIM ACTION v` K. EDWARDS, D. YU N. WATSON PROJECT 16015th Avenue,Suite 1300 ZL 07/09/2021 NW ADDENDUM 1 sou e No. MT-NT-2021-02.2 P O. BOX 538 Seattle,Washington 98101 �j APPROVED BY: STORM & TRENCH DRAIN N EVERETT, WA 98206 ® 06/21/2021 NW ISSUED FOR BID /OlraL 8�' ti (425) 259-3164 (206)CTNO.1 Fax STRUCTURE SCHEDULE & DETAILS SHEET NO. 61 OF 150 OLL PROJECT NO.1600120 N0. DATE BY REVISION N0. DATE BY REVISION