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90%plansPHASE / 90% 1 02020 BLUELINE C/TY OF EDMONDS STORM REPLACEMENT EBFC10545 DESIGN SUBMITTAL JANUARY PROJECT 2020 PROJECT TEAM PROJECT MANAGER MIKE OEL2LA, PE CITY OF EDMONDS SENIOR UTILITIES ENGINEER 121 STH AVE N EDMONDS WA 98020 (425) 771-0220 41320 MWE.OEL ILL AOCOMOND S WA. GO V CIVIL ENGINEER DEANNA MARTIN, PE THE BLUELINE GROUP 25 CENTRAL WAY, SUITE 40D KIRKLAND, WA 980M (425) 250-7239 DMARTINOTHESLUELAEGROUP. COW SHEET INDEX CITY OF EDMONDS PUBLIC WORKS DEPARTMENT 5URVEYOR DOUG HARTMAN, PLS DUANE HARTMAN & ASSOCIA TES, INC. 16928 WOODINWLLE-REOMOND RD, SUITE B-107 MOOO,NNLLE. WA 98072 (425) 483-5355 DOUGODHASURVEYORSCOM GEOTECHNICAL ENGINEER SANDY BRODAHL, PE HWA GEOSCIENCES INC. 21312 307H DR SE. SUITE 110 (425) 774-0106 SBRODAHLOHWAGEO. COY 1 CV-O 1 COVER SHEET 2 GN-O 1 ALIGNMENT PLAN, KEY MAP, GENERAL NOTES & LEGEND 3 TP-01 EXISTING CONDITIONS & TESC PLAN 4 TP-02 EXISTING CONDITIONS & TESC PLAN 5 SD-01 STORM DRAIN PLAN & PROFILE 6 SO-02 STORM DRAIN PLAN & PROFILE 7 ED-03 STORM DRAIN PLAN & PROFILE 8 SD-04 STORM DRAIN PLAN & PROFILE 9 SO-05 STORM DRAIN PLAN & PROFILE 10 SO-06 STORM DRAIN PLAN & PROFILE i 1 DT-O7 DETAILS 12 OT-02 DETAILS 0 BLUELINE 25CEMRAL WAY,SU6E406, KRK D, WA MU Pi 425216A651 F: 42S.215A552 W W W.THEDLUELNEL:RCUP.Cl1M SCALE: AS NOTED PROJECT MANAGER: DEANNA L MARTIN, PE PROJECT ENGINEER., NICK RASO4, PE DESIGNER: CAROL DOGGETT ISSUE DA 7E• IIIJ12020 � 2 � 0 N � 2 2 rx I In 1� W j 41 ul V Q W La C] 9O% t4 ES10 JOp NLIAILIEi: 1 9-3 78 SHEEI Nrl Atli' C V-O 1 SHT 1 OF 12 N J06.IIJ.364" \ E 1267196.591' EL 275.44' 4 N.JOBJ76.46 � E=I267126.95 Drs SQ-0 700.00' INT 10.Oa00 DR _ m1p TALBOT RD 8.00 lol v+L 6. N.J0829S65 E=I286969. 15 R.J39.10 L•IM80 A )- 1 MA AIL R w .TG62672J4' EL 213 54' O A 7-9 MA N lA9JA7947' t E 1267Y7Q IY4' OHA 2MdJl- EL 219.11' AM. $H!'R YAG N JW396.633' E 1267407.115' EL 22J. 04' V 18017 8809 8801 N 877Y N87'5275r Z6A24 j4+� 15+00 SCALE: 1'r 100' O�0 Ali f4+ N.JO84,II.48 � E.1T673JS I6 D 50 f 100 200 11+00 N6755 3 IWO, 1J3. 76' 18102 �V N _ O N67.3?23r O 6,ro 1J/2 I 1 PT.9+86.88 18,09 18106 �� 0 WT 20+00.00 MT/ AVE W rol 18121 18104 N JO5119.210' E 126110R207' EL 26a 94' {ARM 7- 4 b 16ti 18123 YiC IIA A N J07907J41' E 1267406.464' oEn EL 283, 89' 78206 O 1 O 8r; d•49'4429' R.IOO.CO' t 1•79.eJ' °A S86a3:f5r II.i OO' 18218 a + PC.50.65.00 62+50 8721 1 5 +30.lX1 0..04 TNT 2' I7 66M AW W $ N.JO7600.05 - 49+5±& Ie D PL A,£.1267660.08 MAGN�i1�IfCHf 50+00 -I-- 5t+ PRC.51.70.17 1-- N J07691270' 0 7 8 ✓ D PL S W E 1267402, 088' i g EL 305. 80' 18224 d.607375' R•100.00 - T t 8720 i L=105.17' 18230 D + 50176 sw GO 18306 ,1 ' 'w 1114 _ A NAK A N 3 E 128.14;1 7/3' 18310 I g O 4.41'30' EL 314.41' 1 � 1 O IN1 J1.00.1768RI Ai W ul ♦ 14 1 SM �I,9r J30.00' 8727 1 seess:wr 56.00 57+00 56.00 Op 4 C0 T00.00 61+5Q00 RAO' N=J0727R 70 61400 E•1267394.91 - 1 - H__60; t- f 1 B4TH 3T SW 56+0a00 0.00' N.307290.42 18404 E• 12570.1101 A 18407 MAG N IW N 3072671368' �Ni $Ii or 1wJ96.9/8' [i 314. 9I'- 16417 y i 6 7R t18a 8 49101 .01 In 18424 k O 8427 g (JIrV, 1 _ Q1r•A 7-8 1/ 1 NAIL A N 506950.705 18506 1767361.J.36' £ �EL 3.75 !6' + ,. S , 18514 � WAS a W1 .94.18 BBTI AVE W - -- �. E=1267573.94 r 70+ 71+00 a� rn� $ 1 B TH�PL EW a 1120 N� - ? J € MAA N J06YJ7630' E /26>JBJ 92J' EL 541.00' a 8776 C a; o 18524 v' /76 sw 205.82 _ nq � n 'o ,TB o00o aoo' H.J0656J 79 -+ i a E=I267J69.39 ry<j ©2020 BLUELINE SURVEY DATA HORIZONTAL DATUM.• WASHINGTON STATE COORD/HATE SY57EM, NORTH ZONE NADB3(2007), US FEET URL/ZING R1K GPS FIELD PROCEDURES CONTOUR INTERVAL: (2) TWD FOOT CONTOURS VERTICAL DATUM: NA was, US FEET. ALL EXIS7NG U77LI77ES SHOWN HEREIN ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEA7URES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED BY RECORD LOCA ROM OR FIELD RU TIED AS A RESULT OF A TILITY PAINT -OUT DURING THE COURSE OF THE FIELD SURVEY. DUANE HARTMAN & ASSOOMES INC. (DHA) ASSUMES NO LIABILITY FOR THE ACCURACY OF THE RECORD INFORMATION. FOR THE FINAL LOCATION OF THE EXISTING UTILITIES /N AREAS CRITICAL TO CONSTRUCTION, CONTACT THE UTILITY OWNER/AGENCY AND UTILITIES WDERGROUND CENTER (8001424-5555). TOPOGRAPHIC. M APPLNL: THE MAP SHOWN HEREON /S THE RESULT OF A TOPOGRAPHIC SURVEY BY DUANE HARTMAN & ASSOOA TES Wa (DHA) COW EYED ON SEPTEMBER 21, 20M DNA ASSUMES NO UABI(1TY, BEYOND SW DA I& FOR ANY FUTURC SURFACE FEATURE MOOQTW 77ON5 OR CONSTRUCTION ACT VITIES THAT MAY OCCUR K77 HIN OR ADJOINING THE PERIMETER OF THIS SURVEY. CONTACT DNA (425) 48J-SJ55 FOR S'7E UPDA7ES AND WITIF/CATIONS NOTE• PROPERTY LINES SHOWN HEREON GENERATED FROM SNOHOMISH COUNTY ASSESSORS RECORDS CITY OF EDMONDS CIS RECORDS AND ARE CONSIDERED APPROXIMA 7E IN LOCATION. GENERAL NOTES I. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM 70 THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES RULES AND REGULA TONS - 2018 WSOOT/APWA STANDARD SPEOFICA77ONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - WASHING TON STATE DEPARTMENT OF ECOLOGY STORMWA TER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS UNLESS NOTED OTHERWISE J. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSMUC77ON IS IN PROGRESS. 4. DEL4A 77ONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEWA71ONS FROM THESE PLANS ON A SET OF AS -BUILT' DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR TO PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE PLAN FOR BENCHMARK 9WORMA77ON. 7. THE LOCATIONS OF EX/STING U77LI77ES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD 1H£R£FORE BE CYWSOERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE IT /S THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE TYPE AND COND/TON OF EXISTING UTILITY UNES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EX/STING UTUTES AND S17E FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. e. CONTRACTOR SHALL LOCATE AND PR07ECT ALL U77LI77ES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND U77LI77ES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT 517E BEFORE STARTING WORK AND SHALL NOTIFY OWNERS REPRESENTATIVE OF ANY DISCREPANCIES. 10, PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS 11. A COPY OF THE GEOTECHN/CAL REPORT IS PROVIDED IN THE CONTRACT DOCUMENTS• CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF ALL SITE WORK SHALL BE PEWORM /N STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 72. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THEREbO11111 ATIONS OF THE PROJECT GEOTECHNICAL REPORT. IJ MANHOLES CATCH BASINS U77LI77ES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL /S DISTURBED, SOFT, LOOSE; WET OR /F ORGANIC MATERIAL /S PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER CEOTECHNICAL REPORT. 14. ALL REO.NPED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 15. AS A MIN/MUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUC71ON CONDITION /N ACCORDANCE WITH APPROPRIA TE.AEOANE 10075 AND STANDARDS. 15. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REDUREMENTS 17. THE CONTRACTOR SHALL KEEP OFF-517E 57REETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. Ia. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE AEOVAM 19. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 20. CONTRACTOR SHALL BE AE9VM M.E FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS EXISTING VADWIM STREETS WALKWAYS UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 21. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WA TER SERVICE INTERRUPTIONS HYDRANT SHUTOFFS STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE CITY OF EDMONDS 22. CODROwA TE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE lN7ERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES CONNECTIONS TO EXISTING U77LI77ES ES SHALL BE MADE ONLY NTH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES AND THE CITY OF EDMONDS 23. EXISTING UTLITY LINES /N SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTORS EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNERS REPRESENTATIVE PRIOR TO BACKFILLING. IF REPAIRS ARE NOT MADE /N A TIMELY MANNER, AS DETERMINED BY THE CITY ENGINEER, AND CITY RESOURCES MUST BE USED TO CORRECT THE RESULTING CONDITION THEN THE CONTRACTOR SHALL BARE ALL COST AND SHALL REIMBURSE THE CITY FOR ALL COSTS ASSOCIATED WITH THE REPAIRS 24. NEW UTUrY LOCATIONS ARE GENERALLY SHOWN 8YOMCN90",, WHERE NO O:MENSONS ARE W&CATED, LOCATIONS MAYBE SWUD FROM ORAINNGS FIELD ADJVSIMEN IS SMALL BE APPROVED BY OWNERS REPRESENTATIVE AND CITY. 25. FIELD STAKE ALL UTILITY STUBS A T THE PROPERTY LINE. 26. TRENCH BACKFILL OF UTILITIES LOCATED 1+7THIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 95X COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING. 27. STEEL SHEETING DISCUSSION HERE 28. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6' OR LESS PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTUTES. 29. PIPE MATERIAL AND S/GNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING OWS/ON FOR APPROVAL PRIOR TO INSTALLATION. 1-800-424-5555 DNA ID ,/JJ2J4 TYPE OF WORK STORM DRAIN IMPROVEMENTS WORK BEING DONE FOR- CITY OF EDMONDS CC7121 I COMCAST CABLE '8001778-9140 (B00)9J4-15.9 1 (WIF)6J7-6296 EDMOND01 CITY OF EDMOND' (425)77r-02J5 (425)77I-0235 (423)7Y1-02.1.5 GTE01 FRONTIER COMMUN/CA BONS NW INC (800177:-9140 (877)462-BIBS (877)462-8188 PUGG09 PUGET SOUND ENERGY GAS (BBB)72-9J4,1 (888)T25-577J (888)?25-1773 SNOPUD05 SNOHOMISH PUD 11 ELEC (800)778-9140 (425)7BJ-1000 (423)78J-1000 LEGEND PROPOSED STORM DRAINAGE STORM DRAIN PIPE ® TYPE I MANHOLE - LOCKING LID ------------- ROOF & FOOTING DRAIN PIPE FLOW • •-•^-•••-•••• ROCKERY DRAIN ••• ••• SWALE OR DITCH CULVERT END �- STREET FLOW • STORM CLEANOUT SURFACE FLOW 0 YARD DRAIN Iffi R/PRAP PAD a RAIN GARDEN ® TYPE / CB - STANDARD GRATE ■ TYPE / CB - LOCKING LID - - - - ADJACENT PLAT/PARCEL LINE 03--- WATER METER - ADJACENT RIGHT-OF-WAY m GATE VALVE - CENTERLINE EASEMENT ('j rf AIR/VAC RELEASE VALVE - - - - - - - SURFACE FEATURES POWER POLE - - - 10'CONTOURS E- GUY ANCHOR 2' CONTOURS STREET LIGHT - - - SD- STORM DRAIN PIPE - - - SS- SEWER MAIN yj POLE LIGHT - - - -W - WATER MAIN JUNCTION BOX ----GHP AERIAL POWER LINE ID GAS VALVE - P BURIED POWER LINE o MAILBOX ----G-GAS - T - MAIN BURIED TELEPHONE LINE JZ S/CN - x - FENCE ° BOLLARD DITCH OR SWALE ^ GUARD RAIL CONIFEROUS R7EE RETAINING WALL CD DCA_Z: � ROCKERY 0 DECIDUOUS TREE ❑ CATCH BASIN, TYPE/ CATCH BASIN, TYPE ll ❑ ASPHALT STORM CULVERT END - Q SEWER MANHOLE SEWER ❑ CONCRETE PIPE FLOW ❑ GRAVEL A FIRE HYDRANT UNDERGROUND UTILITY NOTE UNDERGROUND U77LI77ES ARE SHOWN IN THE APPROXIMATE LOCA7701V. THERE IS NO GUARANTEE THAT ALL U77U7Y LINES ARE SHOWN, OR THAT THE LOCATION, SIZE AND MATERIAL IS ACCURATE. 774E CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACIU7IES. THE CONTRACTOR SHALL N077FY ONE CALL AT 8-1-1 (WASHING701V811.COM) AND ARRANGE FOR FIELD LOCATION OF EAMING FACIURES BEFORE CONSMUC77ON. EDMONDS PROJECT #EBFC/0525 0 BLUELINE 25CENTR WAY. S-W, KRKIAND, WA WOO P:425216AN1 F: 4nMA052 WWW.TNESLIIE114 G P.Ca.1 SCALE.• AS NOTED PROJECT MANAGER: DEANNA L MARTIN, P£ PROJECT ENGINEER: NICK RASOR. P£ DESIGNER: CAROL DOGGETT ISSUE DATE R /�.ttMrorl mmillillmillilill W' a2 JE �J00�3 2 2lw Lk Q a NWZ V JW Q � �o \ V ES�G O 1 1 9-37B 1 ON-O 1 SHT Z OF 721 18017 NORMAN 1-� y (1YPJ 1 �� '�S(%1EN7 p�9�97 lE � � N JOeJ11561' 8030 VILES RIM 1"44 24 CMP IE 184 34 (5) 24 CMP IE 184.24 (NW) SOT 183.64 x- 6" CMP IE 210.54 (N) 6" CONC IT 210.39 (SW) SOL 21a44 X _ f r76 6'CONC IE 211.58 (NE) BOT 210.28 e" carNc'aK zBl: re (sJ e'CONc IE 706.9e (Nf) e' c&W K 206, la (SW) ammw.LEo Borrow N JW.672J4' _ E 1267055.655' - - EL 213.64' 4 X Wv / f TOP NOT 211.63 I �- 9:NUTV1 do Y lA 1 WV TO71.39 2. f rap AYrr 21d6e �x �o is h n N V ti P k K 1 4 w ©2020 @LUECINE ae07 [F(B 5-109 IUCBY N 22.196 e" CONC IE 221.66 (5) C- BOT 221. 71 - A 7- X H 7 ae -AVAS A 1 1 6"PVC K 215.64 (NE) [ 1207a07 /15' I \ EL 22104, e' conk K 715Ja (SE) ae09 8" cPYc if 2151f (5w) \ _ (i{ANNfL£0 BOflow BOP TH • �._ /G xWv •f� ,ii,•( // � /0 N JDeJ67 1"7'�•G-N C 1267320.,74' i � ` / -ee fe EL 21941' e cow K 044WEED Borrow 10 Ot y /s. el Of. /ss �� m! fpe QS< 10 SS i�� s / ¢' 14. cow dc x Wv le' ow K 2 \ / A •/ I `A FOP NVr 711 35 SOT 206.44 4' C,AS'-71 - � \ 1\ TOP NUT 211 55 X 7 ry A rX WV CA 71 6i 4V2402522 1 TOP NUT 212 21 ]81I0 I X KISAN I ,2"CYP If 209 59 (E) ,2" CONC 1r.709B9(S+V) 6_ BOT 208 39 I RIM 220 61 X Ir 5- 1 6"PVC IE 212.21 (NW) B" DI lE 272.01 (NW) If e" CONC IE 209.80 (SW) 18"CMP lE 196.71 (NE) (A) 8" CMP IE 194.71 (S) (A) e" CONC I£ 209. 10 (N) 24' CMP IT 194.51 (N) (A) CHANNELED BOTTOM HOT 794.51 f t2?a 7 (5f1 16'CQ4C AV778 77 (Nt) ��� �/ le" CONC IE 218.67 (SW) eor 2lz17 % / fCP NUl I19.64 e CONC IE 213.68 (5) BOT 213.38 9' CONC IE 212.92 (N) le CONC IE 21292 (NE) 18" CONC IE 2I2.92 (SW) RIM " -752 15CMP IE 22t 67 (N) 15" CMP IE 221.42 (5) SOL 219. 77 c1RDUX 1 i � 1 • 2 6 CONC IE 216. (N) � e CONC IE 26.So NE) (10 {.:N y yNL II I �' �'�• N P B' CONC IE 216.40 (NW) CHANNELED BOTTOM 1�. '. / I 1.-.; t"•Y 'OWE � 1• .' III 4 6 � Y 1Js-f 12 CONC /E 233.14 (S) In I III I g BOT 032.5E NC IE 232.84 (N) II I i COECOE 5�-9-9 I I. . -1 IL I " I 1 •' I(Ni1 laroz _ t ( 18106 FL YNN JEWELL QW 24 L } a ccONc?' I" I 12' cWc K J r2" cove If 2 Bor 24J 92 I ' a tY 2a 5 8" CONC IE 244.30 (E) BOT 244.05 Q R1•'�1 r .8• ii" rer09 BUCHEA 00 I�lA 7- 78104 I I I I MAMA NN I .I Ni,01"210• LU I l i I E 1257409.207' EL 260.94' 15'CYP K 256.(SIa,2, I _ WLLIS leor;s566 56.6 N 6 () $ i I e,l I I MATCHL/NE, SEE SHEET TP-02 N SCALE: 1 " = 20' 0 10 20 40 rOP CASE 22f.9, TOP NUT 222.03 UNDERGROUND UTILITY NOTE UNDERGROUND U77LI77ES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL U77UTY LINES ARE SHOWN, OR THAT THE LOCATION, SIZE AND MATERIAL IS ACCURATE THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNEC77ONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTEC77ON OF SAID FACILITIES THE CONTRACTOR SHALL NOTIFY ONE CALL AT 8-1-1 (WASHINGTON811.COM) AND ARRANGE FOR FIELD LOCA77ON OF EXISTING FACIL17YES BEFORE CONSTRUCTION. EDMONDS PROJECT #EBFC/C525 0 BLUELINE 25 CENTRAL WAY, SURE 400, KRKIAND, WA W5 P: 42521-51 F: 425216A052 WW W.THE-L REGR W P.COIA SCALE., AS N07ED PROJECT MANAGER: DEANNA L MARTIN, PE PROJECT ENGINEER: NICK RASOR, PE DESIGNER: CAROL DOCOM ISSUE DATE• 111312020 m 2 0 W m F Q O 0 41 1 u J T 3 O 0 I pQ o E 2 a� W 04 O41 Z k 41 rL LL V aX 41 W U 0/0 ES�G J NUM 1 9-3 7B SHELT NAME: TP-O 1 7 SHT OF 72 • ,2 CO NC IS 300. 43 (5) 72" CONC IE 299.93 (NW) IH125 8717 72' CONC lE 299 79 (E) t1 t WEBORG MCMANUS BOT 299. I8 (l I t I 8720 OX S_4 J a721yj a I i I J i I LEE IdIP-7 L l EVERETT e- CONC IE 295.23 (sJ 11 I I ; X WV WAONER X S_ A RIM 281. 17 /� H" CONC IE 295.23 (E) I 6"GONG lE 280.0-1 (5E) COL $ID OIL EN-902 (r1Y) H" CONC IE 295. OJ (NJ ' , 6 I I : ,-,. ! _t5 6� CONC IE 260.19 (SJ a"CpVC IE T7d JT (W) CHANNELED BOTTOM TOP NUT 30J.67 8" CONC IE 259. 99 (N) 72"CONC lE 2)e IT (N) A - 7-1 X -1 4" Cl - PRO CHANNELED BOTTOM 72"CONC IE I7B 17 (S) y N .'_. t I 1 t '-'� ° ( ) NJ07907347' II'CONCKT9A7/ Fv I. RlM 265 49 HOT 277.97 i X C J-Ib 6" CONC /E 265.54 SE X CD 3_4 E 1267406 964' 1 12" CONE 263.49 (N,S) X -1 1?• i9D.71 ($) ) I Ia` _n BOT 303.45 L EL 283.89' I I 7� CMP lE 303.70 (N) BOT 263.49 Y 4 (FMCS ($) CONNLCI3 KtOR[ CB l 7l M270. 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THE CONTRACTOR SHALL NOTIFY ONE CALL AT 8-1-1 (WASHINGTON811.COM) AND ARRANGE FOR FIELD LOCATION OF EXIS77NG FACIL177ES BEFORE CONSTRUCTION. 0 BLUELINE 25 CENTRAL WAY, SURE-, KNK-D, WA WW P:4252164651 F:C 2164052 WWW TIIEBLUELNEGROUP COM SCALE: AS NOIED PRO„FCT MANAGER: OEAhWA L ALARM PE PROXCT ENGINEER' AICK RASGR PE DESIGNER; CAROL 006OCTr ISSUE DATE: IA3,la7e I ONE I 7 9-3 7S TP-OZ A©2020 SLUELINE EDMONDS PROJECT #ESFC/c5Z5 EHT 4 of ] Z v TT x t AINA S \ CONCRETE 1 \ DRIVE \ \ SEE PROFILE BELOW \ l� x 1 1Tr • E 2ZD 0 .f0' S•D 1S�3T7kS 2 7 D D0NIF\ 7 / 0 1BOn NORMAN 5+05.32, iJOB'LT { 1-47'-30" O 1.00x \C/ 220 EX 4' 3�Y 20��dT.297, Z 10 47' 30-PVC O 1.0Oi soMH J 34' N 2130 �hT' L CKN a RIM 211.72 t 200 0 JO' 1£ I04.33 (IN-- E O 4G 30' IE 204.52 (OUT-W) N Ld I I I I N 19 I I 41 19D I I II 101 N I I II 18D x 3-3 18D R/M 794.44 TALBOT RD OUTFALL 24-C IE 1 4.J4 ( 24 LE 7M.34 (51 TCYP �I \ an"Gr fE 1Q4.t4 (NWT SCALE: 7 „=— H, 1 "=5' V 1 02020 BLUELINE REMOVE SHEET N SCALE: 1 " = 20' 0 t0 20 40 C13NSTFZPCT113N NOTES ;;- RFNC ;.V:f Iso.m LOWSn70VG7H MATERIAL (OLSW). £IOSW 09 REMOVE FRAME AND GRA 7E AND BACKFILL CSTC Q3 INSTALL CB TYPE 1 PER COE STD OIL SD-303 Q4 INSTALL SDMH TYPE 1 PER COE STD OIL GU-421. © INSTALL SADDLE CS PER COE STD DR SD-3O& 0 ANY MONUMENTS DISTURBED DURING CONsmucnON SMALL BE RESET �/ BY THE CONTRACTOR. TIME CONTRACTOR IS RE9+ONSSLE FOR NOTIFYING THE SURVEYOR PRIOR 70 DISTURBING ANY MONUMENTS SO THAT THE PROPER SURVEY TIES AND PAPERWORK CAN BE COMPLETED PRIOR TO DISTURBANCE CONTRACTOR TO POTHOLE PROR TO BEGINNING EXCAVATION CPH OPDUIKWS ANO NOTIFY I NQVEER F CMIXYS MT PRIOR 70 CONSTRUCTION. ALL OTHER CROSSING UTILITIES ARE TO BE POTHOLED PRIOR TO PLACING DOWNSTREAM STRUCTURE NOTES 1. SEE SNEFr2 FOR MINERAL N07M 2. INSTALL TESC FACILITIES PRIOR 70 EXCAVA ITCH. .I PIPE LENGTHS AND SLOPES ARE ROUNDED AND THEREFORE REPRESENT AN APPROXNA RON. LENGTHS ARE FROM CB CENTER TO G1B CENTER. CONTRACTOR SHALL INSTALL PIPELINES AND STRUCTURES SUCH THAT PIPELINES SHALL MATCH THE INVERTS MOON ON THE DRAWINGS AT THE EDGE OF THE STRUCTURES 4. CATCH BARNS TYPE 1 SHALL HAVE FRAME AND GRATE PER COE STD DETAIL 50-320 UNLESS OTHERWSE NOTED. S. MANHOLES TYPE 1 SHALL HAVE RING AND COVER PER COE STD DETAIL CU-420 UNLESS OTHERWISE NOTED. a UTILITY 7RENCH SHALL COMPLY WIN N COE STD DETAILS GU-400, TRENCH RESTORATION PER GU-4?a RESTORATION NOTES 7. CITY HAS OBTAINED IO' W1DE EASEMENT ACROSS 18030 TALBOT RD. Z CONMACRM TO MINIMIZE DISTURBANCE W77IN EASEMENT. 1 BACKFlLL IKH IMPORTED BAC*`ZLL TO WITHIN 12' OF EXISTING GRADE 4. PRONDE 12'OF TOPSOIL AND REPLANT WTHIN EASEMENT. a RESEED WIN NATIVE EROSION CONTROL MIX CONSSRNG OF 30T BLUE WILDRM JOK TUFTED HAIRGRASS JO[ NATIVE RED FESCUE; IO.S REDTOP. UNDERGROUND UTILITY NOTE UNDERGROUND U77LI77ES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT THE LOCATION, SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVA77ON FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES THE CONTRACTOR SHALL NOTIFY DIVE CALL AT B-1-1 (WASHINGTONBII.COM) AND ARRANGE FOR FIELD LOCATION OF EXIS77NG FACIL177ES BEFORE CONSTRUCTION. EDMONDS PROJECT 73ET EBFC/c525 0 OLUELINE 25 CENTRAL WAY, SURE 4k, KM —,WA B80.13 P:425-216A651 F:425.216A0. WWW.TH—UELNEGRWP— SCALE: AS N07ED PROJECT MANAGER: DEANNA L MARRA, PE PROJECT ENGINEER: NICK RASOVL P£ DESIGNER: CAROL DOGGETT ISSUE DATE.• ' AAl"2A m ill 117 2 0 'm Lu m w a 0 0 Z rF. 2 V O NLn 2O V � I Q J Q. � Q C, Q 2 �O La \ W N O 4i k a E V J°w ao W Q 9 )0/0 1 9-3 7S S.CCT NAME: E D -O 1 SHT 5 OF 12 RIM 213.04 6" CMP IE 210,54 (N) 6" CONC LE 210.89 (SW) HOT 210.44 8" CONC IE 20716 (S) I" CONC lE 206.98 (NE) 8" CONC IE 206.78 (SW) YJ. 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FILL WITH 50 P9 28 DAY COMPRESSIVE STRENGTH CONMOLLEU LOW STRENGTH MATERI& (CLSM). OABANDON! Cx+STNG CB. REMOVE FRAME AND GRATE AND BALL INN CSTC INSTALL CB TYPE T PER COE STD DR. SO-301 O4 INSTALL SDMH TYPE 1 PER COE STD DIL GU-421. O INSTALL SADDLE CS PER COE STD D IL SO-305. !a\ ANY MONUMENIS DISTURBED DURING CONSTRUCTION SHALL BE RESET u BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR NOTFYING THE SURVEYOR PRIOR TO DISTURBING ANY MONUMENTS SO THAT THE PROPER SURVEY TES AND PAPERWORK CAN BE COMPLETED PRIOR TO DISTURBANCE CONTRACTOR TO POTHOLE PRIOR TO BEGINNING EYCAVA DON CPH OPERA TONS AND NOTIFY ENGINEER IF CONFLICTS E70ST MOOR 70 COVSIRUCTON, ALL OTHER CROSSING UTILITIES ARE TD BE POTHOLED PRIOR TO PLACNG DOWNSTREAM STRUC7URE NOTES 1. SEE SHEET 2 FOR GENERAL NOTES Z INSTALL TESL FACIUTES PRIOR TO EXCAVA RON. 1 PIPE LENGTHS AND SLOPES ARE ROUNDED AND THEREFORE REPRESENT AN APPROXIMA TON. LENGTHS ARE FROM CS CENTER TO CB CENTER. CONTRACTOR SHALL INSTALL PIPELINES AND STRUCTURES SUCH THAT PIPELINES SHALL MA TON THE INl£R75 SHOWN ON THE DRAWINGS AT THE EDGE OF THE STRUCTURES 4. CATCH BASINS TYPE 1 SHALL NAVE FRAME AND GRA IF PER COE SR) DETAIL SO-320, UNLESS OTHERWISE NOTED. S MANHOLES TYPE 1 SHALL HAW RING AND COVER PER COE STD DETAIL GU-420, UNLESS 07HERMSE NOTED. 6. UTLIrY TRENCH SHALL COMPLY TWIN COE SW DETAILS OU-400. TRENCH RESTORA77ON PET GY/�4/0. OLYMPIC VIEW OR SCALE: 111=20' H, 1 "=5' V - - - UNDERGROUND UTILITY NOTE o o m N e UNDERGROUND UTILITIES ARE SHOWN IN 774E APPROXIMATE LOCATION. THERE IS h ry N N N ry NO GUARANTEE 774AT ALL UTIL17Y LINES ARE SHOWN, OR THAT THE LOCATION, SIZE AND MA7ERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL - INDICATED PIPING WHERE CROSSING, IN7ERFERENCES, OR CONNEC7701VS OCCUR 1 1 +00 1 2%00 PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS SIZE AND MATERIAL THE CONTRACTOR SHALL MAKE THE APPROPRlA7E PROVISION FOR PR07ECTION OF SAID FACILITIES. 774E CONTRACTOR SHALL NOTIFY ONE CALL AT 8-1-1 (WASHINGTON811.Com) AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION. EDMONDS PROJECT #EBFC/C525 0 bLUELINE 25 CENTRAL WAY. SU,IE KRKLANO, WA NM P.4"2%A061 f..M1LI45t WW W.T-LUELNEUROII1- SCALE.- AS NOTED PROJECT MANAGER: DEANNA L MARTIN, PE PROJECT ENGINEER: NICK RASOR, PE DESIGNER: CAROL DOGGETT ISSUE DATE: 111 111 f z V Q En W� Q 2 rx Z � O N Z LW En Z Q°w � Lk W� r V 7 9-3 78 .SHEET NAML- ED-02/ SHT p OF 1 2 x ILW NUT 222.63 \ 0 ` d a727 • \ a" C.CIE 271.86 (qj,- • ' BOT 221 71 N AI( 12 E 1767407.1)SJ' N J06 Oz f5' ' EL I7304' N o' c , •1 -of K 77l.50 (SE) i N•"DEc)71.a5 (NJ 1a107 / x It 271.20 (SW) ROWS CONC K 220.I5 �(NEJ CONC W 27a20 (0) \�\ I BOT 220. 10 sOMH 5 4' 4 `yPp, L C L 1 6'T, x 16- • 20+47.05, 100'RT -''•' tl" CONC lE 216.78 (SJ EX 6' WA x -4 9 \ • �'•{'� B• CONC lE 216.58 (NEJ 1 I.is I?' CONC IE 23J. 14 (S) ®!' I.", 6" CONC IE 216.48 (NW) CHANNELED BOTTOM CE ???.71 BO CONC IE 232.84 (N) _ BOT 232.59 OMM O ' \'\ 4 L 20+19.17, 1295'RT \ \r £X 55MH 5-57 48 6"Pvc lE 1/5:64 (NE")CONC IE 8' OONC It 21524 ISWy 1. 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FILL WIN 50 PSI 28 DAY COMPRESSIVE STRENGTH CONTROLLED LOW STRENGTH MATERIAL (CLSII). OABANDON EXISTING CB. REMOVE FRAME AND ORA TE AND BACKFXL TWIN CS7C. O INSTALL CS TYPE I PER COE SID DTL SD-301 Q4 INSTALL SDMH TYPE I PER COE SID DIL GU-421. OS INSTALL SADDLE CB PER COE STD DX SD-305. n ANY MONUMENTS DISTURBED DURING CONSTRUCTION SHALL BE RESET BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE S'URVEYDR PRIOR W DISTURBING ANY MONUMENTS SO THAT THE PROPER SURVEY TIES AND PAPERWORK CAN BE COMPLETED PRIOR TO DISTURBANCE GP CONTRACTOR ICI POTHOLE PRIOR TO 8VONNNG EXCAVATION OPERATIONS AND NOTIFY ENGN£ER IF CONFLICTS EXIST PRIOR 70 CONSTRUCTION. ALL OTHER CROSSING UTILITIES ARE TO BE POIHOLED PRIOR TO PLACING DOWNSTREAM STRUCTURE. I NOTES 1. SEE SHEET 2 FOR GENERAL NOTES 2 INSTALL 7ESC FACILITIES PRIOR TO EXCAVATION. 1 PIPE LENGTHS AND SLOPES ARE ROUNDED AND THEREFORE REPRESENT AN APPROXIMATION. LENGTHS ARE FROM CB CENTER TU CB CENTER. CON IRA C7aR SHALL INSTALL PIPELINES AND STIRUCTURES SUCH INAT PIPELINES SIMLL MA TOH THE INVER75 SHOIWF ON THE DRAWINGS AT THE EDGE OF THE STRUCTURES 4. CA 7CH BASINS TIDE 1 SHALL HA VE FRAME AND GRATE PER COE BID DETAIL SD-= UNLESS OTHERWISE NOTED. 5. MANHOLES TYPE 1 SHALL HAVE RING AND COVER PER COE BID DETAIL GU-420, UNLESS 0ZHERMSE NOTED. 6. UTILITY TRENCH SHALL COMPLY WIN COE BID DETAILS GU-400. TRENCH RESTORATION PER GU-41a a UNDERGROUND UTILITY NOTE UNDERGROUND U77LIlIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL U77LITY LINES ARE SHOWN, OR THAT THE LOCATION, SIZE AND MATERIAL IS ACCURATE. 7HE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNEC77ONS OCCUR PRIOR TO TRENCHING OR EXCAVA77ON FOR ANY PIPE OR S7RUC7URES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL THE CONTRACTOR SHALL MAKE 7HE APPROPRIA7E PROVISION FOR PROTEC71ON OF SAID FACILITIES THE CONTRACTOR SHALL N077FY ONE CALL AT 8-1-1 (WASHINGTONBII.COM) AND ARRANGE FOR FIELD LOCA77ON OF EXISTING FACIL177ES BEFORE CONSTRUCTION. EDMONDS PROJECT #E-8FC/C525 0 13LUELINE 25 CENTRAL WAN, SURE-. KNKLANO, WA 990]3 P:425.21-51 F:-2-052 WLMY.THEGLUELNEGRW P- SCALE.• AS NOTED PROJECT MANAGER: DEANNA L MARTIN, PE PROJECT ENGINEER: NICK RASOR PE DESIGNER: CARD. DOGGETT ISSUE DATE.' 111312020 �IRII' 2 O WTI Q J O O a J Q Z O .� V Q Q. ao 1 9-3 78 GHEE r NAAfI. SD-03 5HT 7 OF 1 2 12" CONC LE 300.43 (S) 12" CONC IE 299.8J (NW) 72" CONC IE 299.79 (E) BOT 299. 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I EaQ T M t -X 6!�j I I MA9V I R FOP NUT 286.21 X W \ l e,Ds, Q LEE � I. I 16218 4 TOP Hur ,10169 26+.1J R00�RT LU LARMER 63IA 7-5 l5214 Y N N 30769,L770• PEARSON E 1 02.OeB' J05 EL 305 BO' 3 310 300 M Q 2940 Iq k W W N W 41 280 Q W 2 J 2 Q 2 70 z 260 02020 BLUELINE 88TH AVE W xr nN N SCALE: i °=ZOI H, 1 "=5' V N N N N M 24-1-00 25+00 26+00 27%00 310 300 in Q Q Ol 290 k W W 2 N W W Nzao W 2 J a 2 70 260 N SCALE: 1 " = 20' 0 10 20 40 CONSTRUCTION NOTES OT ABANDON E70 nw SD. FILL WT H 50 PSI 25 DAY COMPRESSIVE STRENGTH CONTROLLED LOW STRENGTH MATERIAL (CT_AQ. OABANDON EWSTING CB. REMOVE FRAME AND GRATE AND BACKFILL WIN CSIG © INSTALL CB TYPE 1 PER COE SID OIL S0-JO1 ® INSTALL SDMH TYPE 1 PER COE SID DR GU-421. Q5 INSTALL SADDLE CB PER COTE SID DR SD-305, (1 ANY MONUMEM75 Ow1URBm DURING CONSTRUCIION SHALL BE RESET CONTRACTOR. TX£ CONTRACTOR iS RESPCNS8IE FAQ NOTIFYING THE SURVEYOR PRIOR TO DISTURBING ANY MONUMENTS SO INAT THE PROPER SURVEY TIES AND PAPERKWK CAN BE COMPLETED PRIOR TO DISTURBANCE CONTRACMR TD POMU PRIOR TO BECOMING EXCAVAROM CPH OPERATIONS AND NOITFY ENGNEER Y CONFLICTS MIST PRW TO CONSIRUCTION. ALL OTHER CROSSING UTILITIES ARE TO BE POTHOLED PRIOR TO PLACING DONNSTREAM STRUCTURE NOTES 1. SEE SHEEr2 FOR GENERAL NOTES E INSTALL TESL FACILITIES PRIOR TO EXCAVATION. S PIPE LENGTHS AND SLOPES ARE ROUNDED AND 7HEREFORE REPRESENT AN APPROXIMATION. LENGTHS ARE FROM CS CENTER 70 Co CENTER. CONTRACTOR STALL INSTALL PIPELINES AND STRUCTURES SUCH THAT PIPELINES SHALL MATCH THE INVERTS SHOWN ON THE DRAWNGS AT THE EDGE OF THE STRUCTURES A CATCH BASINS TYPE I STALL HA VE FRAME AND CRA TE PER COE STD DETAIL SD-320 UNLESS 07HERWISE NOTED. 5, MANHOLES TYPE I SHALL HAVE RING AND COVER PER COE SID DETAIL GU-42O UNLESS OTHERWISE N07M 6. UnOTY TRENCH SHALL COMPLY WIN N COE SID DETAILS GU-400. TRENCH RES70RA77ON PER GU-410. UNDERGROUND UTILITY NOTE UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL U77LITY LINES ARE SHOWN, OR 774AT THE LOCATION, SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO 7RENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE 774E APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL N077FY ONE CALL AT 8-1-1 (WASHINGTON811.COM) AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION. EOM13NDS PROJECT #EBFC/C5Z5 0 BLUELINE »cENnw. wAr. wrr 4tQ KRKIAND, WA 99039 P:Ils] r:.n)Ii W WrV.THMEBLUEIIEL NEGR W P.COM SCALE: AS NOTED PROJECT MANAGER: DEANNA L MARTIN, PE PROJECT ENGINEER: NTCX RASOR, PE DESIGNER: CAROL DOGGETT ISSUE DATE.• I/I3/2020 V � 1W� Qrx � OOa OEM Z� Z � � O u, 0 W� 9 0 0/0 1_ O 1 9-3 78 SH7.,rr NAE: SO-E14 SHT 8 of 12 E_x_SSN-r 1-63 f,1 0' NC IE CONC 311. 22 (Ef " CONC lE 311. 12 A 8 �y 8720 8" CONC IE 310.92 (N) V LEE CHANNELED BOTTOM i 0 8 M 18714 8727 A WV 4.1 , Q 1d40291, 1.00'LT ELLINGSON !OP NUT 32253 NEBI YUE ( CC,dB TO BE 3�X 1 •�S$D0 YAAN �I W _- & OEC RIM 324, 01 1� G---� 3✓-r < I y •,/ I5" CUP IE 317.61 (W) W 0 Jl' C G l0+34.7LT5" CMP IE 317.61 (5)1 J M G- - -- BOT 3I6.81 `i-_--------------- -En -- --------------------- -- -�-- - _�-- Ld W e� - - -- 231'-24'0 II MCM+LIAN II W � K WMAXFOJ 0 L I a it V j 1A 7-7 O id E 12MAG;6 96'�' GE 511novim \ I X B 3-1 ! 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I 4 8L I 4 4 a `dl I TOP NUT 322122-6 A a I^ TOP NUT J21.57 - DEC 330 3Z13 0 0 EQ k W 4W In 31DW rWrnn VI Z90 E I Iq N o N W ©2020 BLUELINE 2s1-24' PVC O 4.00X 5.72R jp1,24• PVC O X RIM J1222 IS-1£ J06.27 (IN-W) 24' lE 306.27 (W-S) 24- LE JOS.27 (OUT-N) -Id=15' PVC O 4. 111L IS• CMP lE 307.II (5) ,+s^E 30701 (OLMT- ABANDON DOT 306.01 2,13+0D Z 9 +00 � e �21$Q / II ^J(A6 555 JT4. s (ASSUME 7'CONCA) BBTH AVE W 67'-24" PVC O 2.79R RIM J21.94 24" IE J15.52 (IN-S) 24-IE J15.52 (OUT--N) 7Dr SCALE: 1 rr=2Dr HT 1 °=S1 V 313+ac ?,s20 - - -- W EQ W ­oaasr N -.-_ I 1 6•j_ _nat, W- - J I sDMH 11 \ + U JI421.?R 2.00'LT I F' r 41 O 3 95% 256._2q• P�MvcGsC� (ASSUu1 .K," COVER) RIM J25.31 B' IE J22.30 ON-W) 12"IE J21.36 (W-E) 17=8' PVC O R33T 24"IE 319.00 (W-S) TYP GB I I A I 24"LE JI7.95 (OUT-N) RIM J25.06 6'+E 3227J (OUT-E) 5-12' PVC O 6.20X 17' CMP If 3, 12' IE 321.67 BOT 319 77 HE YER 33D W N 13713 z3GD N� SCALE: 1 " = 20' 0 LO 20 40 CONSTRUCTION NOTES O1 ABANDON EM FING SO. FILL WIN 50 PS 28 DAY COMPRES51VE STRENGTH CONTROLLED LOW STRENGTH MA TERM (LLS M). OABANDON ENSTING GO, REMOVE FRAME AND GRATE AND BAOYFILL WIN CSIF O3 INSTALL GB TYPE 1 PER COE STD OR SO-30.1 O INSTALL SOMH TYPE 1 PER COE STD DTL GU-421. 0 INSTALL SADDLE OB PER COTE STD OIL SD-305. %Rl ANY MONUMENTS DISTURBED DURING CONSTRUCTION SHALL BE RESET 'J BY THE CONTRACTOR. THE CONTRACTOR IS RESPON98LE FOR NOTIFYING THE SURVEYOR PRIOR TO DISTURBING ANY MONUMENTS 50 THAT THE PROPER SURVEY TIES AND PAPERNDRK CAN BE COMPLETED PRIOR TO DISTURBANCE CONTRACTOR TO POTHOLE PRIOR TO BECMNM'G EXCAVATION CPH OPERA71ONS AND M017FY ENGINEER AT CONFLICTS EXIST PRIOR TO CONSTRUCTIOM ALL OTHER CROSSING UTILITIES ARE TO BE POTHOLED PRIOR 70 PLACING DONNSIREAM STRUCTURE NOTES I 1. SEE SHEET 2 FOR GENERAL NOTES 2 INSTALL TESL FAOU77ES PRIOR TO EXCAVA RCN. S PIPE LENGTHS AND SLOPES ARE ROUNDED AND THEREFORE REPRESENT AN APPROA'LMTION. LENGTHS ARE FROM CS GOWER TO CB CENTER. CONTRACTOR SHALL INSTALL PIPELINES AND STRUCTURES SUCH THAT PIPELINES SHALL MATCH THE INVERIS SH011N ON THE DRAWNGS AT THE EDGE OF THE STRUCTURES 4. CA TCH BASINS TYPE 1 SHALL HA VE FRAME AND ORA IE PER COE SID DETAIL SD-32O UNLESS OTHERWISE NOTED. 3. MANHOLES TYPE 1 SHALL HAVE RING AND COVER PER COE SID DETAIL oU-420, UNLESS OTHERWISE NOTED. 6. UTILITY TRENCH SHALL COMPLY WITH COE STD DETAILS GU-400. TRENCH RESTORA RON PER GU-410. UNDERGROUND UTILITY NOTE UNDERGROUND U71LI77ES ARE SHOWN IN THE APPROXIMATE LOCATION. 774ERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT THE LOCA7701V, SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNEC7701VS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCA7IONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PR07EC71ON OF SAID FACILI77ES. 774E CONTRACTOR SHALL N077FY ONE CALL AT 8-1-1 (WASHINGTONBII.COM) AND ARRANGE FOR RELD LOCA71ON OF EXIS77NG FACIL171ES BEFORE CONSTRUCTION. g EDMONDS PROJECT #EBFC/c5Z5 0 BLUELINE 25 CENTRAL WAY, SURE 400. - LNlO, WA B00]3 N125.2184051 F:4n.219.4052 WWW3HEKUELNEGRWP.CW SCALE., AS NOTED PROJECT MANAGER: DEANNA L MARTIN, PE PROJECT NICK RASOR, PE DESIGNER. - CAROL DOGGETT ISSUE DALE' 1,4312020 V Q W� EO 0Q U r a %' =o W U 9 O 0/0 14H 0 JC -SE- 1 9-3 78 si,LLT NAML: ED-05 Say 9 OF 1 Z MIN o.�v in B4N la4U FREESE O MCMILLIAN IIt X IJI �1 EX ssum I. a�CLNC K 321.03 (N) W a'CLwc K 320.53 (5) W I LNANA9CLED BOTTOM �J T6- s-��i--- W JJ+oD T6=a'O I.ODX- 2w----N--� «----r i Ej T I I OCO+71 2 II 11 LR--.I IBJO4 1as16 f6�77E'PLAsd'D / F HEYER ULLERICH 340 320 0 02020 BLUELINE 32-h00 -- w EXISTING GROUND 256 - PK O J95X r x• �J It INSTALL £THAFOAM PAD ,8427 POWERS 8725 KRUEGER JJ+78.07, 2.DO- LT - I-4 SEE PROFILE BELOW x----K--— !lEDCY �_sa —55^ — +: rctiv-r55.,•vs�. a-.if� -! -- —SO --_ — _- —SO—_. 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THE CONTRACTOR IS I7E5"ONSBLE FOR NORFYTNG THE SURVEYOR PRIOR TO DISTURBING ANY MONUMENTS SO THAT THE PROPER SURVEY TIES AND PAPERWORK CAN BE COMPLETED PRIOR TO DISTURBANCE CONIRAC7O7 TO POINOLE PRIOR TO BEGINNING EXCAVAT ON CPH O^ERA iKINS ANO NOTIFY ENGINEER IF GYIVFLIClS EI05T PRw TO CONSTRUCTION. ALL OTHER CROSSING UTILITIES ARE TO BE POTHOLED PRIOR TV PLACING DOWNSTREAM STRUC7URE. NOTES I 1. SEE SHEET 2 FOR GENERAL NOTES Z INSTALL TESC FACIUOES PRIOR 70 EXCAVATION. S PIPE LENGTHS AND SLOPES ARE ROUNDED AND THEREFORE REPRESENT AN APPROXZVATION. LENGTHS ARE FROM CB CENTER TO CB CENTER. CONTRACTOR SHALL INSTALL PIPELINES AND STRUCTURES SUCH THAT PIPELINES SHALL MATCH THE INl£R7S SHOWN ON THE DRAWINGS AT THE EDGE OF THE STRUCTURES 4. CATCH BASINS TYPE 1 SHALL HA V£ FRAME AND GRATE PER COE SID DETAIL SD-= UNLESS OTHERWISE NOTED. a. MANHOLES TYPE I SHALL HAVE RING AND COVER PER COE STD DETAIL GU-420, UNLESS 07ERWSE NOTED. 6. UTILITY TRENCH SHALL COMPLY WITH COE S7D DETAILS GU-400 7REIVC H RESTORATION PER GU-410. UNDERGROUND UTILITY NOTE UNDERGROUND U71LI71ES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NO GUARANTEE 7HATALL UTIUTY LINES ARE SHOWN, OR THAT THE LOCA71ON, SIZE AND MATERIAL IS ACCURATE THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNEC7101VS OCCUR PRIOR TO TRENCHING OR EXCAVA7101V FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTEC77ON OF SAID FACILITIES THE CONTRACTOR SHALL NOTIFY ONE CALL AT B-1-1 (WASHING TON811.00M) AND ARRANGE FOR FIELD LOCATION OF EXISTING FACIL177ES BEFORE CONSTRUCTION. EDMONDS PROJECT #E8FC/C5Z5 0 BLUELINE 25 CENTRAL WAY. SURE 4W, KRKLANO, WA MM P:4M.216A051 F:425.2164052 WWW.TNEBLUELNECRW P.CCM SCALE: AS NOTED PROJECT MANAGER: DEANNA L MARTIN PE PROJECT NICK RASOP, PE DESIGNER: CAROM. DOOGM ISSUE D� 1/IJ/2020 En Vo W� � Qp� 0� U. �WZ W V O 0/0 V JOB NuMB 1 9-3 78 SHEET NAME: SD-06 SHT 713 of 1 Z eiiii CATCH BARN yCNR CATCH BAEM NOTES: {{pCWL//�NV 1. N/lIUTgNIIAtPAR1 11MALL MAINTAIN THEE WARN CON IMICTON FEND. 2. MIN RONoa IN CAM MEN 1MM WILL R HQaYID WHO #AM n ONE-TMIO FLAIL 3.CONTROL M C/1Y IINECIION RCI110) OR ALL ONION WORK CAN BOOM. SORE REA DATE TEMPORARY JAMIIAIII' 2Du SEDIMENT TRAP FOR CATCH BASINS STANDARD DETAIL APPAAYTD r: L UTAON ER-902 OOBWX 1 WODNQ BOTTOM AWM oA x ()) LT SOX (ALEN HIAD) e e•-11 . 1.6 M EON BOL.T1N10 WfAB N-I/'2• DA 2a-1/4• oA NOTES# 1. OOIO1 f11W1 NlK IM WORD idol• FOR n- e• WA/OIARr TWIST RM MANIi ES. 7TOWf a OIIAI/' FOR fmMN IUI.IOIII L3,V DA CL Oa 2. AMINO A D COMM OWL R WED HS-20 27 1r PA WONa M371ee4 OR a KPPRO ED SOJORDAN CIAL 34-1 e' oA 4.0A D MOM ORCAST PION, AVTM-06 XUMLSMM 36. 24" MANHOLE EVISION RARWL CITY OF EDMONDS CATCH BASIN 2019 _ PUBLIC WORKS RING AND COVER STANDARD DEPARTMENT fin. 1aq° DETAIL GU-420 APPRG.TD W+' A. LAIGuw ry W 02020 BLUELINE Cohn" LINE 0 ANTE WMANAL 2A' TO AIVEN ru TO 48' TO ARGUING, Rd. �! AAC.a TAINTS (1ST•) 24' UN-TREATEDWOODEN srNfE (IMP) 9 TAME ♦ ay1 TRENCH, SEE NOTE 2 ]' MIN C- P MAN SLN.O[R 2' Ia . C•EI) 4 • O 0HL. M ( 1 'I WOODEN STARE (TT) `�'19tlE S' DIAMETER PLAN VIEW WATTLE DETAIL AREA A14,411E ICA �(TTfl 2~ D via (Im B• OLM rm WATTLE !_ T SPACING TABLE SLOPE MAXWUM SPACING (To) 2HAV 20'-0' 3HAV ]0'-0• SECTION A 4H:IV 40'-0' -A WAT1lL IHSTALJATIO.N ON SLOPES .":1V ONE RUN ONLY VOTES: I COMPOST WATTLES RECOMMENDED ON SLOPES USE STRAW WATTLES IN PAVEHENT APPLICATION N ON SLOPES, INSTALL WATTLES PERPENDICULAR TO THE RAW DIRECTION MO PARALLEL TO ME SLOPE CONTOURS INSTAIATION SHAH BE IN ACCORDANCE WITH WSOOT STANDARD SPECIRCAVON 8-01.3(10) I RUNOFF SHALL NOT RUN UNDER OR MOUND ROLL ADDITIONAL STALING WAY BE NECESSARY TO PREVENT UNDERCUTTING. I WATTLES SMALL, BE INSPECTED REGULARLY, AND IMMEDIAMY AFTER A RAINFALL PRODUCES RUNOFF. REMOVE SEDIMENT AND ACCUMULATIONS WHEN EXCEEDING 1/2 HDOWf BETWEEN ME TOP OF ME WATTLE AND THE GROUND SURFACE Y CITY OF EDMONDS WATTLE INSTALLATION ,ANUARY TO PUBLIC WORKS STANDARD DEPARTMENT DETAIL n. rovM T 10 D, L tmouw ER-903 MK FRALK AN 0" PER DM Bm DL 011-420 TO 12• QOMc MSFRe (2' USNO NDN Ivy GROUT _ 10• MN TO PROVIDE SUMOW"MIM INSIDE N FNMH = 24' MAX 2 NAJNHONE SE EQE Rim OILQu-4x3 4• I� Pig OLY PIWo-ACHE WIRY � .I[P/LAOCcP 12, DG Ttj6"i PR(f.LTI NCTVNS 4' MM itSICTk S • 4 )' TYP 1 119L. L WAD DOLLAR . OR KOR-N-SLAL IIIFWO{( INNNOIT STEPS TRIM[ AND wWER NOTES: 1W MAX 1. LOCATE MH LE OUTSIDE THE WHEEL PATH OF THE �, ; 7RAVLL LINE •; y* •, CHANNEL �`I• slur 2. BASE :+•DK Yr SNAIL R H REBM AT 12. 00 4J 4 '.iT'� . BOTH r,. ;::� �4t':;t„ ,• S.LARGER MH m R REVIEWED ON A CASE BY CASE 0. WIN BASS U)MIO ARM STANDARDS 4. SO AND UDDER MY BE USED N LOU OF %RMM POLYPROPYLENE wm BTER. Sm DOE STD DIL MN OE.A 2. Rm" N DAL[ RY 201E CITY OF EDMONDS TYPE I MH DARD !GU-421 PUBLIC WORKS DEPARTMENT TAIL `4I, 1690 APPAORD M: .. fNOILH NOTES: 1. MNONIM WON M TRENCH AT TOP OF PRE . W FOR FIR UP m AND INC.IAEa 12' DIAMETER • O.D. PLUS 1r FOR PPE WIDER THAN Ir NO WAL CAMERA 2. WER ToCm OF EDYOINB MOMMATIOM m CARB ON 0 OF WEDGY ITANCIAN IPFLBICATIONS FOR MATERIAL ORAMTION AND ADDITIONAL NRIOIWATON. 3. TRENCH MCOI L MALL ART A MINIMUM COMPACTION OF NR ODOM PER AM D IN7. • M UNWEAM WUENL O ENCOUNTERED BEOW PPC DOME CONTRACTOR WALL ADAM MO FOLACC AE RMA= MAAON DATE CITY OF EDMONDS JMaAMY 201B TYPICAL TRENCH SECTION PUBLIC WORKS STANDARD DEPARTMENT DETAIL AAPIOM ITL L DORMN GU 4400 I" AN OBNI POE SHOE BID DL 01111-410 TGRM OM N SIX LINE ONLY., rwaitm00 IV= COE SD ID-00 TOP 71/i SWMMaWOHL OI-423 • e' MAX ,r (TTP)j 4r N' tl' 7Y OR N' � q RAW TM' ARE MY AMOK PIPE WAD COUAR OR Y ODE M-N-SYAL AROUND ( I ow T I r� M1 1•-4NI[GST BASE AND MAX NIMPAL REEK 1. CATCH BR UNS SHALL R CONTTR l 0 N ACCORDANCE WITH WSW BWIDWD SPECIMAON 2-O&W3). 2. NAJdOLDS N /ANBTMOO SECTION FALL HAVE 3' ML OE RA OL STEPS N MICH BASIN SOUL HAVE 0' MN CLEARANCE 3. APPLY NCN-Lava GROUT TO ROM AND OUTSIDE OF ALL J01W8, RHOS, PON HOLES, MOM AND FRIES. ALL PRECAST 001KJLIE SMALL R CHATS 4000. A IWC*OOT OR CDOUT HOLE SIM SMALL TIRADE PIPE OVER DIAMETER RATS CATCH BASIN WALL'MX`Hm MAX NOTE SDI SMALL BE FOR4r CATCH BVSN. 42' FOR N• CL 4e' FOR MrE ' M 00' FOR ' GO, N Be FOR ' OIL W DISTANCE BETWEEN HOLD SMALL WE r MR 4r. W. AND N' MN 12• FOR 72' AND N' CL S. CATCH OM FMIMES AND ORATES OR COPS 94ALL R N ACCORDANCE WITH SEC 7A5 OF THE WADS STANDARD WIMPNATWNL L SOP AND LAGOON WAY R USED N IN OF PMYPROPAl2E SAETY SIDS. SEE COE SD M OU-423, REVON CATCH BASIN, TYPE II a �omat mti •CITY OF EDMONDS 48", 54", 60", PUBLIC WORKS 72"� & 96" STANDARD DEPARTMENT DETAIL 'CITY AtYxi.TD rtr. R [MCUTN SD-300 LINE, ALL elAL1 R A NUT iT11AANT /HM& 4-22 I/1' UL ALL O"ImIMALL WE I NE [DOES IN41 PO "A R TK,kW NWLY POJI( WNW STANDARD (SIX NOTEK 4 B B) WOCNICATIONAS M/MAtm [O-04 AD fANID POI APPROVED TACK WMor rm Iwo a 11181E pYAVATIOM m AVOO Deena PAo.ONr. , . . . ..7.7.1=1 ................... / cdsTw TWA ..... ... MA CWUDND SU►AM DAN I IMPORT OR AUG. MWEWAL ocum PER "GOT em BACOEL wAL WECpAACRD MC e-03.5(7) TO2M MACADAM DERMY (WarMORE 3) LIST NOTE 2) TRObI MOM 1. BE CITY Of EDMONDS MOO/MATOME TO CARBON 0 OF THE CURRENT WIM STANDARD SPECOWATIONS NOR WZOWNO REQUINEM L &AWE RADOM AND Do*" TESTS FROM cum m 1OCN COMPARE DOCUMOIIIND THAT THE BAORMI L MUM A 100W OF SOB DEMENT PER ABM D 1e67. 3. CRC DORM SNAIL R A MSWN r OR WATCH DOSING WHICHOOR S OIATEI, WHEN MAICIWNG COBCN ON OWN O M4M T11ER r, NO CM POLL R NSALLID IN MULTRM1E CMML T/L7OIERS UNTS NOT L7(LEIDINO r. 4. ROADWAY HIM DON SOUL R A MINIMUM OF 4' THICK. OHM AWROYED BY THE OIMIEM ANY DOTH ORUIER THAN 4' OWL MUCH EEONO, 0, AM NU DON SHALL R A IEOAM M r TMOL HNIPM APPRONED BY THE ENGNEM AIY DON GREATER TITAN r GALL MTNCN DNON. L MLEM APPROVED BY THE DIMKM THE NA CALL R WALLED N MUTlP E EQUAL THOO LPn MET OXBOW r. 7. RNA. PAMIM M JOINTS SNAIL R NEATLY AND UNIFORMLY NAM WITH WSDOT SA SHAD SPEMICATOM 5-04.3(5)C AAPW= JOE SOMAS M APPIIMM EQUAL CITY OF EDMONDS TYPICAL HMA AND JAN�YN mTES UTILITY PATCH PUBLIC WORKS STANDARD DEPARTMENT DETAIL e.1. Ie9O APPROVED BY.L CAM GU-410 O A ntAME AE SNSMFD oCdIB FxASMr AND PDt A AIIC(T PALE MATERIAL �R RIDINIVIRCED OR PLAIN CONCRETE 12' AL METAL PIPE 10' (,'Boor em � W-M.ZO 12' Mk10 ALL PK (IPMDT [ID T4YC 2-LAD IL(t), 1e' IRLP2I TALL MCI (/SALT TRIO SPEC 2-0LZ(Zl) 10' • OORR POIPEIMTENf <d d SE smM RWDR PPE 1,4'.e•,aRtx• NOTES: �.5 1. CUM SAM AWL R CONSTRUCTED N ACCORDANCE WITH WSW SMNUAD SPBM1CATON 0-05 a 3). 2. AS AN ACCEPTABLE ALT[RMAMS m RfeM, WELDED ATE •�•!` N UT FOOT LAY WE I1BED. WELDED MBE FABRIC SOUL COMPLY A w AREA 21 oAR RICPLACED OWHIAL m ASTW M27 LKLHfo M 22t). BWIE FABRO EMLL NOI FOMO OF ED IN R RKTD N ,S BE 3. APPLY NDN-SXRML GROUT TO MIM AN OUTSIDE OF ALL JOHM RINGS MM AND FRMMM 4.. KNOMNTS MAY R ON ALL 4 BEM. MN MAW ONE= OF 20'. KNOCKOUTS WAY R EITHER RORD OR b• SRWL e. THE MAIL DON FROM THE FMM ORATE m THE PPE KIM B S'-0•. 0. THE TAPER OR THE SIDES OF THE PRECAST BABE 8E0110N AND RWI SECTHCN SNAIL NOT C=W I/r/Pf. 7. CATCH BASH FRAME AND ORAME SMALL R N ACCORDANCE WITH STANDARD SPEMr IOM MTM SLNBAICES NULL R FNM1ER m ASBUE NO -ROCKM FT WITH ANY COAX P'OS ON. D/ARIREOTT E M TO► 0/ 1M MSO a S. WTM•/x LACE a M4 SOUL NOT Q WOOM THAN 2' INOA " AL tOX O CATCH - MAL3. REVISION DATE CITY OF EDMONDS JANOARY 201E CATCH BASIN TYPE I PUBLIC WORKS STANDARD DEPARTMENT DETAIL f, R IggO APPROVED B. L D GUSH SD-303 0 BLUELINE 2A CENTRAL WAY. SURE 400, KRKLMD, WA NOM P1425,2i64OM N,IM,21B4052 WWW,THERU LNEGRMP.COM SCALE: AS NOTED PROJECT DE.W/YA L MANW4 PE PROJECT ENGINEER: NICK RASOR, PE DESIGNER: CAROL DOOGM ISSUE DACE: 1/13/2020 �-o �2 O � rj Z rx �ka.� � ONE W Q 41 4. rx 0 0/0 1� ES�� J l/ 1 9-3 78 N N M D T-O 1 EFfr 1 1 OF 72 i �r�i 1 ��221��1•//RnfllrrxL crflyw �0 p� ON ,2' >M FRAMAr AND GRATE I1 RA GmAAE FTLLu7[ PPE Auowmm PIPE IN7OW4L VAXIM 01411CIM on 1r PLAREINFORCED ALL MCAL PPE 21' (ROOOI O � 2-0090 18' Vow ,NLL PTt It. (N000r ND OPEC 4-O5.1L(1» Le-0�O.t2(2» t1� ( 2m sGC NOTES, • stow KvM � M l 1. WATCH LWNf INALL11P K NMIM N AECOMWCE .1fN _ t MD CAVION O-0O.OD(EI• Al C AL111MT10N 2. AE NI K 4 A N AKA f .1 xOaM .nCI MIK LLup40 A MN AKA POI Four MAY V MD SALL WLV M IIAY K(A AUyE�rtMp. tlODED SAME ►IIOC D/41 CdiLV TD Af1YK+�i 72 krT M 221). WOIE ►AM W SHALL IDT K PLACED NA APPLY NON-SKVMf GROUT ro WIDE AND OLRIIOC OF ALL AONIE,FDM REM! AND MAIQ. WIT' 4. 101OCKWl! wY K ON ALL 4 EOM WITH WX DIM = OF 2E'. KNOEXO II0 wY K GRIM ROMD GE V SHAPL E, RR TAPM ON TIE NOM Or T]E PKCM T EA•E IMION AND FIRM KOTIOH DIALL NOT OIC[M I/r/TT. O. COCA EAOM4 FIAAE AND ORATE SNALL K N ADL'OImMICE WITH IITANM D RERMATNNtl. WTNO AWACER SHALL Lr FMOOED ro ARM IM-RCCONO M WITH ANY COVER PODIION. (,EEAOLOIO w ATE mm T. YAM DEPTH MOM FINISHED WM M PIPE MADR SHALL K E,-0'. L VORICAL EDGE Or I®UCING 1111711011 NIML NOT BE MW THAN 2' ROM VMIMML EDGE OF CAEN OAl4 WALL IIEV" DATE LANYARY 2010 CITY OF EDMONDS CATCH BASIN TYPE I—L PUBLIC WORKS STANDARD DEPARTMENT DETAIL EI. 1 WO NroWOLC M R. I Sill— 304 F i Io 0 3 ha �q IV q N o PM M � 4 w G; 02020 BLUELINE w —r AND OOMM rlA CO( SN OIL OU-420 ] 1VlIDLIDIM PU OOC E O Ir NN OTL OU-423 24• MM 2'-12' ODNGRR RAMS L R L'sm I4O1-TMox OI00111. E- HA2 INSIDE " OUT NOTES: t 1. SADDLE YRM A MAY ONLY K USED WHIN PLACM A NEW MA NOLE OM M OOMO LNM. L22. LOCATION, AND '. ANDLE NUS1 K AT N("= r PLANS, L OP WINO! N PRWATF L"M AIR TO 14 K 4' LWNMUM M E' MAICMUM LAROM THM4 THE OIITNGE NMRTM OF THE OGErNO AND PROM 0 RPM. S. CONVICT KNCH ADD MADR TD 1 ALLON SMOOTH TRANOTTON OF FLOW. A PNt ' OBOE O ORWT =a MHOI OM • I-4' wE r W xOHp1N)4D E2La ((PER 2'RECAT USE "1MIMM 110EON POIQ REM) CIO 10 N/R N EACH OWCION FOR4r 4r DM - r SEPARATE CAST M MACE OAK CA E•L_ SEPARATE PIECAOT — ROIOKMO SIM trill KlAMTE WM ONLY) 0.2E OO 80" N EACH DORC11 II roll 4' w 48" SADDLE CB m i CITY OF EDMONDS FOR 24" AND SMALLER amaM STANDARD _ PUBLIC WORKS PIPE DEPARTMENT DETAIL rn rn"D SD-305 1 w w I,`. R INOIAH C :rmm ' � -"LIM--- NOOWPKCAST PRICES [ s W" SAEN SECTKIN A -A WL ffiCIEIN R-A 11ERI2PJM. tlEJe OR l:l1M A!A OLIr]rw B 71 PLAMNO •IIW► OR L� 1/2• A A 8111 1 ad 8 r•E CORCM CLITT1111 BLL/4�' xPi11 1/4' O 1/S• .fSM 9 �iV�?�',11•~�^ , PldN ^1 B� NOTES: 1. MI NO TM TOIL AND PROMF TWO IOCIRO DOLTS 5/9--11 RC V RAM TYPE 204 Olm WOW WAD (ML2" 2 ) 0". r LONG, 2. I AIC LM11AL W CAST PION KX A. MOCua3 30 OR KTrUL 3. 14ME KT MAX TO 0AID CONSTWXY MOAD AM CLITlp1 to RUIN IRTH TTWE. 4. WI>4 OVCTV EIE OT CAT01 SAW TO CUM LME rON TM I ND I -I_ 0, VNIM OWE OILML K !WALLED LM CONRMOUO ROAD ELOPER, HERO NOWNE ORATER NIAL K OWTALLED N ALL SAGE AND OINIPL 0, CIR IO/CUM AND OMIM All WI MED Er THE an D KER. STANDARD CITY OF EDMONDS L42RiM DATE INSTALLATION PUBLIC WORKS STANDARD DEPARTMENT I [DETAIL fPr. TW90 Aa>aO.TO .. A. LxOUp4 SD-320 0 BLUELINE 28 CENTNAL WAY, SURE 400, KRKLAND, WA 8002] PI4a.2184081 F142E.218.4082 WWW.TH KUELNEORWP.0 SCALE: AS NOTED PROJECT MANAGER: DEANNA L MARIK PE PROJECT ENGINEER: NILY( RASOR, PE DESIGNER: CAROM. DOOQETT ISSUE DALE: VIJ/2020 In 0 ffl W m w O 0 2 V O N \2 2 �NQ O \� V1 k J Q Iq W Ld W W � 0 0 Q41 I� XQw LL U ao W 90% ESJG Jail NUA 1 9-3 76 S"rrr NAM O T-O Z SHT 12 Or 72