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REV5 APPROVED ENG RESUB1 BLD2021-0116+Utility_Plan+8.30.2024_11.52.38_AM+4473276SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM r� 0 N CD CV 0 Q 0 Q U 0 w / co 0 CV J 0 a� POTHOLE TABLE APPROX. LOCATION PAVEMENT SECTION TOP OF UTILITY DEPTH (BGS) BOTTOM OF UTILITY DEPTH (BGS) UTILITY TYPE UTILITY OWNER PH1 6" ASPHALT 379.77 4.58' 378.6 5.75' COMM. FRONTIER/COMCAST PH1A 6" ASPHALT 380.93 3.42' 380.27 4.08' 8" DI WATER C.O.E. PH1B 8" ASPHALT 380.27 4.33' 378.77 5.83' 18" CONC. SS FORCE MAIN C.O.E. PH3 6" ASPHALT 378.66 4.00' 377.08 5.58' 24" COMM. DUCT FRONTIER/COMCAST PH3A 6" ASPHALT 379.73 3.00' 379.23 3.50' 6" DI WATER C.O.E. PH3B 6" ASPHALT 378.72 4.17' 377.23 5.66' 18" CONC. SS FORCE MAIN C.O.E. PH3C 6" ASPHALT 378.70 4.08 378.03 4.75' 8" WATER C.O.E PH5 7" ASPHALT 380.21 3.83' 379.54 4.50' 8" HIGH PRESSURE GAS MAIN P.S.E. PH6 5" ASPHALT 378.39 4.00' 377.72 4.67' 8" HIGH PRESSURE GAS MAIN P.S.E. PH6 5" ASPHALT 379.07 3.08' 378.40 3.75' 6" DI WATER C.O.E MD1 VALVE CAN 381.47 3.45' 380.97 3.95' 6" DI WATER C.O.E WATER MAIN 29 2s CONNECTION SEE DETAIL 2, 2+62 THIS SHEET H1 0+57� 5+00� - J L W - - - �r MD1 I I PH1 1 H16 2 11 1 I 15 II 1 27 I EX. 2 BLOWOFF AT­12 7232 212TH ST SW 18 13 o+c COUPLER AND MEGALUG NOTES: 5 LF 6" SPOOL 1. SEE WATER MAIN CONNECTION DETAIL 1 NOTES THIS SHEET. IN SO wz Of LII �cr w 00 MJ FL EX 8" WATER [7 NEW 8" MAIN WATER MAIN COUPLER AND FLxMJ FLxMJ MEGALUG SHALL NOT BE , E ' A�1- IS ADAPTOR ADAPTOR USED ON THE EXISTING 5 LF 8" SPOOL- . IRON W R MAIN 23 30 SEE C.O.E. NOTES 2A-2G 31 WATER MAIN CONNECTION C2 TW ON SHEET C-3.1 Vd T TW N.T.S. 1+57 10 24 212TH STREET SW H33 6+85 PROTECT TEMP. SERVICE LINE ACROSS DRIVEWAYS. W - - - W � W - W - - - - I SANDWICH WITH DUNNAGE PROTECTION AND COVER - - - - - - - - - - - - - - - - WITH COLD PATCH ASPHALT (TYP) - 6+00 25 PH516 WATER H36 MAIN CONNECTION H3c SEE DETAIL 1, THIS SHEET 2+50-,/;-, 11 17 22 C Li Li 0 D > Lj n n MJ z 0 U LLJ z z 0 U Of w a z 0 a U Of o' Li D J D n D z J r i .� < 6' < FL - SEPARATION FL f NEW 8" NEW 8" WATER MAIN 8" GV 8" GV WATER MAIN MJ FL FLxMJ FLxMJ FL MJ ADAPTOR ADAPTOR 8" ADAPTER NOTES: AND D.I. SPOOL 1. CONTRACTOR TO REFER TO CITY OF EDMONDS STANDARD DETAIL WA-180, SHEET C-3.3. 2. ALL FITTINGS AND PIPE JOINTS MUST BE MECHANICALLY RESTRAINED (MEGALUG OR CITY APPROVED EQUAL. 3. TEES TO BE FLANGED IN ALL DIRECTIONS. WATER MAIN CONNECTION N.T.S. 0 10 20 40 SCALE: 1 INCH =20 FEET LEGEND PROPERTY LINE TW 2" HDPE TEMP. ATER SERVICE LINE W W 6" FIRE LINE U-40 W W DOMESTIC WATE SERVICE IRRIGATION U-40 C-3. U _ 40 = SS SS 6" SANITARY SEWER C-3. �I BEND WITH THRUST BLOCKING A-15 I�I WATER TEE A-15 ►� WATER GATE VALVE A-18 C-3. 3" DOMESTIC METER A-132A WA-132BC-3. C-3. 1" IRRIGATION METER -3. C-3. �A REDUCE PRESSURE A-10AA-160 BACKFLOW ASSEMBLY C-3. C-3. • SANITARY SEWER CLEANOUT S-200 3. SANITARY O SANITARY SEWER MANHOLE U-42 C-3. GREASE INTERCEPTOR CS-2W 1 71-36 C-3. W WATER SCHEDULE gf!! 09=1t 0I lllll!�- RISER s i EXISTING HIGH PRESSURE CONNECT NEW 8' WATER LINE TO EXISTING 8" „ROOM 5 O 1 GAS MAIN. SEE NOTE THIS WATER MAIN AT EX. FIRE SERVICE TEE SERVING 16 41 LF 1 IRRIGATION WATER SERVICE�NFORMATION.SHEET FOR DDITIONAL 7229 212TH ST SW WITH: MEH NEW1" IRRIGATION WATER METER ROOM 0 1914 o I 0 1- 8x - 6" 6TEE (FL)1 GATE VALVE (FLxMJ) METER BOX SHALL BE ARMOCAST MODEL 5 LF 6" DI SPOOL WITH COUPLER AND MEGALUGA6001640, OR APPROVED EQUAL. W (NORTH)17 LF 1" IRRIGATION WATER SERVICE 5 LF 8" DI SPOOL WITH COUPLER AND-ffeALU(WEST) NO MEGALUG SHALL BE USED ON EXISTING 1" IRRIGATION REDUCED PRESSURE ITHRUST BLOCKINGRON WATER MAIN 19 BACKFLOW ASSEMBLY TO IRRIGATION 27 LF 8" D.I. WATER MAIN POINT OF CONNECTION. 1" IRRIGATION PROPOSED 6-FLOOR - I RPBA TO BE INSTALLED IN AN ABOVE IZ WALL MOUNTED POST INDICATOR VALVE GRADE HOTBOX, SAFE-T-COVER SENIOR LIVING FACILITY MODEL 10OS-AL OR APPROVED EQUAL. 16 FIRE LINE ENTRY TO INSIDE DOUBLEEXISTING FIRE HYDRANT TO REMAIN. WITH 1-LEVEL I 4DETECTOR CHECK VALVE ASSEMBLY. SEE MEP 20OPLANS FOR CONTINUATION. SEE DETAIL INSTALL 4" STORZ ADAPTER AND PLACE DOUBLE UNDERGROUND PARKING I WA-142A, SHEET C-3.2 FOR INDOOR VERTICAL SIDED BLUE RAISED PAVEMENT MARKERS AS PER 1 INSTALLATION. DETAIL WA-100, SHEET C-3.2. o FFE = 382.75 TRASH 1 I 8 5 7 LF 6" D.I. FIRE LINE TO REMOTE FDC 21 EX. 1.5" IRRIGATION WATER METER TO BE �AREA 10 I 136 SEE MEP PLANS FOR CONTINUATION.OREMOVED, RETURNED TO THE CITY, EX. I SERVICE TO BE CAPPED, AND ABANDONED IN 9V o o / \ 11 p I 14 �PLACE PER ITY OF EDMONDS STANDARDS. MINIBU8 I 15 CITY OF2239 LF 4" DOMESTIC WATER SERVICE RAMP 128 7 LF 6" D.I. FIRE LINELOADING / DOWN LYNNWOOD SANITARY 1slip SEWER FORCE MAIN. STAIRS STORAGE f�16"F 7. STAIRS 18 17 a � I GEN. ° ROOM I a 4I »F 1 6"F VAULT, VAA LULT LID, ANO ACCE COVER 12"P SEE NOTE THIS SHEET �, 9 REMOTE FDC 23 6 LF 8" D.I. WATER MAIN FOR ADDITIONAL INFORMATION. 10 CONNECT NEW 4" DOMESTIC WATER I 21 SERVICE TO NEW 8" WATER MAIN. 24 87 LF 8" D.I. WATER MAINO 11 CONNECT NEW 6" FIRE LINE TO NEW 8" 25 CONNECT NEW 8" WATER LINE TO EXISTING WATER MAIN WITH: 8" WATER MAIN 5' WEST OF EXISTING TEE 1 - 8" x 6" TEE (FL x MJ) SERVING HYDRANT TO SOUTH WITH: 1 - 6" GATE VALVE (FL x MJ) 8" COUPLER AND MEGALUG 1 1 - 8" DI SPOOL (PE) EX. TEE TO REMAIN - I EXISTING HIGH PRESSURE GAS MAIN. SEE NOTE THIS THRUST BLOCKING 26 200 LF TEMPORARY 2 HDPE JUMPER SERVICE 3 DOMESTIC WATER METER WITH OLD CASTLE ON SURFACE BEHIND SIDEWALK ENCASED IN PVC I SHEET FOR ADDITIONAL INFORMATION. 12 PRECAST VAULT MODEL 577-LA. HATCH SHALL WITH A TEE TO EACH OF THE (3) WATER v I 20 OT CI O ED ON S ` Un W S co O PL T S= 7 18" I o RE . NO 770 31 98 10' POWER LINE PARK 212 APT LLC FOU D 5/ " REB R AN EASEMENT REC Acn n nnGnn�nc . I � El I WATER SHUT DOWN AND INSTALLATION OF JUMPER SERVICES SHALL BE COORDINATED WITH THE CITY OF EDMONDS GENERAL UTILITY NOTES (NAVIX ENGINEERING) 1. ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.W.A. STANDARD SPECIFICATIONS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY AXIS SURVEY AND MAPPING., DATED 03/06/19. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY, AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEY SHALL HAVE MADE, AT THEIR OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS AND TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 5. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 6. ALL FILL MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 7. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 8. MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET. 9. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). 10. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINE (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 AND ANSI 21.11 (AWWA C-151) (CLASS 50). 11. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 13. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. 14. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 15. CONTRACTOR TO PROVIDE TRENCHING, BACKFILL, 2 - 4" PVC SCHEDULE 40 CONDUITS, AND PULLING WIRES FOR UNDERGROUND TELEPHONE SERVICE FROM EXISTING FACILITIES AS SHOWN ON PLANS. CONTRACTOR TO COORDINATE INSTALLATION AND POINT OF CONNECTION WITH UTILITY PROVIDER. 16. CONTRACTOR IS TO PROVIDE TRENCHING, CONDUIT, AND BACKFILL FOR ALL UNDERGROUND POWER LINE AND VAULTS AS REQUIRED BY UTILITY PROVIDER. POWER LINES AND POLES TO BE INSTALLED BY UTILITY PROVIDER. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING AND FOR PRIMARY ELECTRIC SERVICE LOCATIONS. CONTRACTOR TO COORDINATE WITH UTILITY PROVIDERS AND ENSURE THEY OBTAIN THEIR OWN PERMITS FROM THE CITY OF EDMONDS. 17. INSTALLATION OF THE GAS MAIN AND METER TO BE ACCOMPLISHED BY UTILITY PROVIDER. CONTRACTOR TO COORDINATE WITH UTILITY PROVIDERS AND ENSURE THEY OBTAIN THEIR OWN PERMITS FROM THE CITY OF EDMONDS. 18. REFER TO CITY OF EDMONDS DESIGN STANDARDS FOR WATER AND SEWER INSTALLATION REQUIREMENTS. BE ADA COMPLIANT AND HAVE NON-SKID COATING. CONTRACTOR TO COORDINATE WITH METERS. NO CHLORINATION &BACTERIAL TESTING NEEDED. 27 58 LF BURIED TEMPORARY 4" DI CASING WITH 2" HDPE JUMPER SERVICE. 6" MIN. COVER RESTORATION LIMITS TO BE DETERMINED BY CITY ENGINEERING INSPECTOR SUPPLIER EARLY AS TOP OF BE OFF THE SHELF. SEE GRADING ADDITIONAL INFORMATION. VAULT WILL NOT PLAN FOR 28 53 LF 6" D.I. FIRE LINE 13 9 LF 4" DOMESTIC WATER SERVICE OWNER/CONTRACTOR IS RESPONSIBLE FOR 14 EROSION CONTROL AND DRAINAGE 29 CONNECT TEMPORARY JUMPER SERVICE LINE UPSTREAM OF EX. WATER METER SERVING 7229 212TH ST SW 4" DOMESTIC REDUCED PRESSURE ASSEMBLY INSIDE RISER ROOM. SERVICE UPSIZES TO 5" INTERNAL BUILDING. SE MEP PLANS FOR BACKFLOW DOMESTIC TO THE CONTINUATION. 30 CONNECT TEMPORARY JUMPER SERVICE LINE UPSTREAM OF EX. WATER METER SERVING 7215 OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING 15 212TH ST SW CONNECT NEW 1" IRRIGATION WATER ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. SERVICE TO NEW 8" WATER MAIN. 31 CONNECT TEMPORARY JUMPER SERVICE LINE UPSTREAM OF EX. WATER METER SERVING 7207 212TH ST SW SANITARY SEWER FORCE MAIN NOTE: HIGH PRESSURE GAS MAIN NOTE: CONTRACTOR TO USE EXTREME CAUTION CONTRACTOR TO USE EXTREME AROUND EXISTING SANITARY SEWER FORCE CAUTION AROUND EXISTING HIGH MAIN DURING CONSTRUCTION ACTIVITIES. PRESSURE GAS MAIN DURING CONTRACTOR SHALL LOCATE AND CONSTRUCTION ACTIVITIES. COORDINATE WITH CITY OF LYNNWOOD PRIOR CONTRACTOR SHALL LOCATE AND TO CONSTRUCTION. COORDINATE WITH GAS PURVEYOR PRIOR TO CONSTRUCTION CONTRACTOR TO LOCATE AND REMOVE EXISTING FIRE VAULT, SERVICE LINE AND APPURTENANCES PER CITY OF EDMONDS STANDARDS. IF THE EXISTING SERVICE LINE IS TO BE ABANDONED, THE CONTRACTOR SHALL INSTALL A CLOSED BRANCH VALVE AND 6" PLUG. ABANDONED MAIN SHALL HAVE A 6" CAP INSTALLED. BLD2021-0116 REVISION Aug 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SANITARY SEWER SCHEDULE ❑1 TRENCH DRAIN. SLOPE @ 2.0% TO OULET ❑2 6" SDR 35 SEWER WITH PEA TRAP TO WASTE WATER DISCHARGE. SEE MEP PLANS FOR CONTINUATION. ❑3 8" SS BUILDING CONNECTION AT 377.00. SEE MEP PLANS FOR CONTINUATION. ® 3 LF 8" SDR 35 SS @ 2.0% MIN. NEW SANITARY SEWER PER CITY OF EDMONDS STANDARDS. RIM = 382.65 8" IE = 376.93 (S) 8" IE = 376.83 (N) © 36 LF 8" PVC SS @ 11.89% 0 NEW SANITARY SEWER SADDLE MANHOLE. RIM = 382.05 8" IE = 372.55 (S) EX. 8" IE = 372.45 W,E ® INSTALLED SANITARY SEWER MANHOLE RIM = ±377.21 EX. 8" IE = t368.42 (N)* EX. 8" IE = ±368.32 (S)* CONTRACTOR TO ENSURE HOLE FOR PREVIOUS SIDE SEWER CONNECTION IS PLUGGED, GROUTED, AND WATER -TIGHT. �g NOT USED 10 4" GREASE WASTE BUILDING CONNECTION LOCATION. 4" = 369.83 SEE MEP PLANS FOR CONTINUATION. 11 4 LF 4" SDR 35 SS @ 2.0% MIN. 12 NEW SANITARY SEWER CLEANOUT RIM = 377.16 4" = 369.91 (S,W) 13 5 LF 6" SDR 35 SS @ 2.0% MIN. 14 1,500 GALLON GREASE INTERCEPTOR NORTH RIM = 375.75 SOUTH RIM = 375.62 4" INLET = 370.26 (S) 4" OUTLET = 370.01 (N) 15 4 LF 4" SDR 35 SS @ 2.0% MIN. 16 NEW SANITARY SEWER CLEANOUT RIM = 377.52 4" = 370.34 (W,N) 17 5 LF 4" SDR 35 SS @ 2.0% MIN. 18 4" GREASE WASTE CONNECTION LOCATION. 4" = 370.44 SEE MEP PLANS FOR CONTINUATION. *REVISED ELEVATION BASED ON FIELD MEASUREMENTS PROVIDED BY CONTRACTOR. SEE SHEET C-3.1 FOR WATER AND SEWER PROFILES APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED Jell Wi,X,ri..0 09/12/2024 vv CITY ENGINEERING DIVISION NAVIX SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com CLIENT/OWNER ANTHOLOGY SENIOR LIVING PROJECT NAME ANTHOLOGY OF EDMONDS NAVIX PROJECT NUMBER: 50-616-001 PROJECT ADDRESS 21200 72 N D AVE W EDMONDS, WA 98026 STAMP A'`Io ��'GI STEg�� ��SSIONAL REVISIONS REV ISSUED FOR: DATE 12 CIVIL PERMIT RESUBMITTAL 01.07.22 13 CIVIL PERMIT RESUBMITTAL 02.08.22 14 CONSTRUCTION SET 03.14.22 15 RFI 11 RESPONSE 05.09.22 16 RFI 78 RESPONSE 07.27.22 17 CIVIL STATUS PRINT 12.20.22 18 RFI 262 RESPONSE 04.25.23 19 RFI 262 RESPONSE 07.14.23 20 RFI 262 RESPONSE 10.16.23 21 RFI 262 RESPONSE 11.02.23 22 RFI 445 RESPONSE 03.07.24 22 CIVIL STATUS PRINT 06.07.24 RFI 484 RESPONSE 07.17.24 RFI 484 RESPONSE 08.30.24 0 0 SECTION, TOWNSHIP, RANGE: NW 1/4, NW 114, SEC 29, T 27 N, RANGE 4 EAST, W.M. PROJECT TEAM REVIEWED BY: J. TAFLIN DESIGNED BY: J. GREEN SHEET NAME WATER A N D SEWER PLAN SHEET NUMBER C-3.0 BLD2021-0116 SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM 0 ¢ U / Cn c 0 w 0 U) c- co Tw TW W Tvd TW - T-- 2+621+57 Q� - OP 5+00 0+57 j__J L_-------------- 212TH STREET SW 6+85 W --- -- -W-�W �W �W- - - -� I T T T T r - WLL U� FOUND 'X' 1 1/4 6+00 SS SS BRASS DISK IN SD c� CONCRETE MONUME DOWN 0.7' CASE I I I 2 2+50 -i - `� TBM 'A' s) FINISH GRADE (TYP) EXISTING GRADE (TYP) 385 i 6 380 375 370 3 0 o a� W a_ U Q J U Q OLL_ 0 oa C3 Q + + w w cpw w CV > > 385 +I ov 11 EX. 8" WATER J 3;: 380 U 4 28 EX. 24" TELECOM °0 EX. 18" SEWER FORCE MAIN 0 o 375 0" CL PR. 8 STORM EX. 30" STORM IE = 375.54 EX. 8" SEWER EX. 8" HIGH PRESSURE GAS MAIN 370 � orn -0+15 0+00 0+75 6-INCH FIRE LINE TO BLDG PROFILE SCALE: HORIZONTAL: 1 "=20' VERTICAL: 1 "=5' ALIGNMENT PLAN SCALE: 1" = 20' FINISH GRADE (TYP) EXISTING GRADE (TYP) 385 1 380 375 370 0 o aCL W a- U � J U Q O o LL 0Li- oa oQ + w 385 w _ Q CV w 10 r7 O 0 " EX. 8" WATER 380 J EX. 24" TELECOM Z EX. 18" SEWER FORCE MAIN 0 22 °° 375 0 12 EX. 30" STORM LU EX. 8" SEWER � PR. 8" STORM 0 IE = 375.60 EX. 8" HIGH PRESSURE a- GAS MAIN � c 0+75 1+00 4-INCH DOM LINE TO BLDG PROFILE SCALE: HORIZONTAL: 1"=20' VERTICAL: 1"=5' 370 C 00 385 PROPOSED - BUILDING WALL SSMH RIM J r 380 3 kE 4 3755 C.O.E. NOTES: NOTES PER AUGUST 14, 2024 PLAN REVIEW COMMENTS 1. THE EXISTING WATER MAIN SHALL BE REPLACED IN PLACE STARTING FROM AND INCLUDING THE TEE FOR THE FIRE LINE AT 7229 212TH ST SW. THIS NEEDS TO BE DONE TO GAIN ENOUGH ELEVATION, WITHOUT USING BENDS, FOR THE PROPOSED PIPE TO CLEAR AND BE OVER THE OTHER UNDERGROUND UTILITIES WHILE STILL ACHIEVING 3-FOOT MINIMUM COVER AT THE ORIGINALLY PROPOSED CONNECTION POINT FOR THE 4" WATER SERVICE, THE IRRIGATION SERVICE, AND THE 6" FIRE LINE ON 212TH ST SW. IF DEPTH OF COVER OVER THE PROPOSED WATER/IRRIGATION/FIRE SERVICES BECOMES AN ISSUE DUE TO NEEDED SEPARATION OVER THE 8" GAS LINE, THE RESPECTIVE SERVICE PIPES CAN BE SHALLOWED UP/RAISED UP TO A DEPTH OF COVER OF 2.75' AT THIS CROSSING LOCATION ONLY. • NO BENDS ARE INSTALLED IN THE WATER MAIN. • FULL LENGTH PIPE STICKS ARE USED TO THE MAXIMUM EXTENT FEASIBLE. • ALL FITTINGS ARE MECHANICALLY RESTRAINED VIA MEGA -LUGS, OR CITY APPROVED EQUAL. • ALL PIPE JOINTS ARE MECHANICALLY RESTRAINED VIA FIELD-LOK GASKETS OR CITY APPROVED EQUAL. • A MAXIMUM 2.5° DEFLECTION WILL BE ALLOWED ON ALL RESTRAINED PIPE AND FITTING JOINTS TO GAIN ELEVATION AND TO RE -CONNECT TO THE EXISTING MAIN. • SHACKLE AND ROD RESTRAINED JOINTS SHALL NOT BE INSTALLED. • ETHAFOAM 200 SHALL BE USED FOR PIPE CROSSING CLEARANCES THAT ARE 6" OR LESS. • ALL REPLACED/NEW WATERMAIN PIPE SHALL HAVE A MINIMUM VERTICAL SEPARATION OF 2" FROM OTHER UTILITIES. PROVIDE ETHAFOAM 200 PER ABOVE. 2. IN ADDITION, INSTALLATION OF JUMPER/TEMPORARY WATER SERVICES FOR VARIOUS AFFECTED ADDRESSES, WILL BE REQUIRED. THIS IS BECAUSE THE WATER MAIN ALONG THE 212TH ST SW FRONTAGE WILL BE SHUT DOWN FOR SEVERAL DAYS, DUE TO THE EXISTING MAIN BEING REPLACED IN THE SAME ALIGNMENT. SEE BELOW FOR SERVICE JUMPER REQUIREMENTS AND ADDRESSES AFFECTED. A. THE DOMESTIC SERVICES FOR 7229, 7215, AND 7207 212TH ST SW SHALL BE JUMPED. B. THE JUMPER SERVICE SHALL BE A 2" HDPE PIPE AND BE CONNECTED/SERVED FROM THE BLOWOFF AT 7232 212TH. C. A SHALLOW COVER (6" BURY) 4" DI PIPE SHALL BE INSTALLED (RUNNING NORTH/SOUTH IN THE RIGHT OF WAY) CROSSING UNDER 212'1' TO ACT AS THE CARRIER PIPE/CASING FOR THE 2" HDPE JUMPER SERVICE ABOVE. D. THE 2" HDPE PIPE SHALL THEN RUN EAST/WEST ON THE SURFACE, BEHIND THE SIDEWALK ON THE NORTH SIDE OF 212TH ST SW, AND CONNECT TO EACH OF THE 3 RESPECTIVE SERVICES AT THE ADDRESSES LISTED ABOVE. E. AT LOCATIONS THAT THE 2" HDPE CROSSES DRIVEWAYS, PLACE PINNED/FASTENED 2x4S TO THE GROUND ON BOTH SIDES OF THE 2" HDPE PIPE RUNNING THE WHOLE WIDTH OF THE RESPECTIVE DRIVEWAY AND ENCASE IN HMA SO THAT A DRIVABLE GRADE TRANSITION IS MAINTAINED. F. THE WATER SERVICE JUMPER SHALL BE COMPLETELY DISINFECTED WITH A CHLORINE SOLUTION AND THOROUGHLY FLUSHED PRIOR TO CONNECTING TO THE WATER SERVICE LINES. G. WHEN THE JUMPER IS IN SERVICE, PIPES WILL NEED TO BE INSPECTED DAILY FOR DAMAGE/LEAKS, WITH REPAIRS MADE IMMEDIATELY. 3. THE FIRE CONNECTION FOR 7229 212TH ST SW, WILL ALSO BE WITHOUT SERVICE, BUT WILL NOT REQUIRE A JUMPER/TEMPORARY SERVICE. IT WILL INSTEAD REQUIRE THAT A FIRE WATCH BE IN PLACE FOR THE ENTIRE DURATION OF THE SHUTDOWN. THE FIRE WATCH SHALL BE COORDINATED WITH THE SOUTH COUNTY FIRE MARSHAL CHRIS BURT AT CBURT@SHOUTSNOFIRE.ORG. FINISH GRADE (TYP) EXISTING GRADE (TYP) 385 EX 2" GAS IE: 378.5f SEE NOTE 6, THIS SHEET. 380 �n 375 L 8" SS IE = 376.07 8" SD 8" SD CE = 374.40 DELTA = 1.67' VERTICAL SEPARATION 370 370 O ro 1 +75 2+00 2+50 NORTH SEWER PROFILE SCALE: HORIZONTAL: 1 "=20' VERTICAL: 1 "=5' 0 �¢ ww - FINISH GRADE (TYP) b C) a � U < p _uo EXISTING GRADE (TYP) Un � o Q TEMP. 2" JUMPER SERVICE 385 +' 385 385 - IN 4" DI CASING EXISTING GRADE (TYP) 385 1i --------� EX. 8" WATER LINE TO IRRIGATION w w 15 EX. 8" w z w - - - - - - - - - TO REMAIN SYSTEM N o "' o WATER LINE 0 27 o f1.8° DEFLECTION - - - - - - U L' EX. 8 WATER TO REMAIN \\\ "� 'a>Of Uj 380 380 380 " 380 19 f1.2` DEFLECTION 2 11 EX. 24 TELECOM 18 16 „ SEWER FORCE MAIN 1 15 10 EX. 18 24 t0.7° DEFLECTION 5' MIN. 23 EX. TELECOM 25 375 17 375 375 375 L EX. 30" STORM EX. 8" WATER LINE PR. 8" STORM TO BE REPLACED IE = 375.56 EX. 8" SEWER EX. 8" HIGH PRESSURE NOTE: SEE C.O.E. NOTE 1 FOR GAS MAIN WATER MAIN REPLACEMENT NOTES 370 co Co co 1+85 2+00 1-INCH IRRIGATION PROFILE SCALE: HORIZONTAL: 1"=20' VERTICAL: 1"=5' 370 370 2+75 5+00 6+00 8-INCH WATER MAIN PROFILE SCALE: HORIZONTAL: 1"=20' VERTICAL: 1"=5' 370 6+50 NOTES: WATER SCHEDULE CONNECT NEW 8' WATER LINE TO EXISTING 8" WATER MAIN AT EX. FIRE SERVICE TEE SERVING 16 -N'00) 41 LF 1" IRRIGATION WATER SERVICE O 7229 212TH ST SW WITH: 1 - 8" x 6" TEE (FL) 1 - 6" GATE VALVE (FLxMJ) 5 LF 6" DI SPOOL WITH COUPLER AND MEGALUG 17 NEW. 1" IRRIGATION WATER METER. METER BOX SHALL BE ARMOCAST MODEL A6001640, OR APPROVED EQUAL. 18 17 LF 1" IRRIGATION WATER SERVICE (NORTH) 5 LF 8" DI SPOOL WITH COUPLER AND MEGALUG 19 1" IRRIGATION REDUCED PRESSURE BACKFLOW ASSEMBLY TO IRRIGATION (WEST) THRUST BLOCKING POINT OF CONNECTION. 1" IRRIGATION RPBA TO BE INSTALLED IN AN ABOVE GRADE HOTBOX, SAFE-T-COVER MODEL 10OS-AL OR APPROVED EQUAL. 2 27 LF 8" D.I. WATER MAIN 3 WALL MOUNTED POST INDICATOR VALVE O 6" FIRE LINE ENTRY TO INSIDE DOUBLE DETECTOR CHECK VALVE ASSEMBLY. SEE MEP 20 EXISTING FIRE HYDRANT TO REMAIN. PLANS FOR CONTINUATION. SEE DETAIL INSTALL 4" STORZ ADAPTER AND PLACE DOUBLE WA-142A, SHEET C-3.2 FOR INDOOR VERTICAL SIDED BLUE RAISED PAVEMENT MARKERS AS PER INSTALLATION. DETAIL WA-100, SHEET C-3.2. 5 7 LF 6" D.I. FIRE LINE TO REMOTE FDC 21 EX. 1.5" IRRIGATION WATER METER TO BE REMOVED, RETURNED TO THE CITY, EX. SERVICE TO BE CAPPED, AND ABANDONED IN PLACE PER ITY OF EDMONDS STANDARDS. O6 SEE MEP PLANS FOR CONTINUATION. 7 SEE MEP PLANS FOR CONTINUATION. 22 39 LF 4" DOMESTIC WATER SERVICE 8 7 LF 6" D.I. FIRE LINE 9 REMOTE FDC 23 6 LF 8" D.I. WATER MAIN 10 CONNECT NEW 4" DOMESTIC WATER SERVICE TO NEW 8" WATER MAIN. 24 87 LF 8" D.I. WATER MAIN G11 CONNECT NEW 6" FIRE LINE TO NEW 8" @CONNECT NEW 8" WATER LINE TO EXISTING WATER MAIN WITH: 1 - 8" x 6" TEE (FL x MJ) 8" WATER MAIN 5' WEST OF EXISTING TEE SERVING HYDRANT TO SOUTH WITH: 1 - 6" GATE VALVE (FL x MJ) 8" COUPLER AND MEGALUG 1 - 8" DI SPOOL (PE) EX. TEE TO REMAIN THRUST BLOCKING 26 200 LF TEMPORARY 2 HDPE JUMPER SERVICE ON SURFACE BEHIND SIDEWALK ENCASED IN PVC WITH A TEE TO EACH OF THE (3) WATER O12 3" DOMESTIC WATER METER WITH OLD CASTLE PRECAST VAULT MODEL 577-LA. HATCH SHALL BE ADA COMPLIANT AND HAVE NON-SKID METERS. NO CHLORINATION & BACTERIAL COATING. CONTRACTOR TO COORDINATE WITH TESTING NEEDED. 27 58 LF BURIED TEMPORARY 4" DI CASING WITH 2" HDPE JUMPER SERVICE. 6" MIN. COVER SUPPLIER EARLY AS TOP OF VAULT WILL NOT BE OFF THE SHELF. SEE GRADING PLAN FOR ADDITIONAL INFORMATION. @53 LF 6" D.I. FIRE LINE 13 9 LF 4" DOMESTIC WATER SERVICE 29 CONNECT TEMPORARY JUMPER SERVICE LINE UPSTREAM OF EX. WATER METER SERVING 7229 212TH ST SW 14 4" DOMESTIC REDUCED PRESSURE BACKFLOW ASSEMBLY INSIDE RISER ROOM. DOMESTIC SERVICE UPSIZES TO 5" INTERNAL TO THE UILDING. SE MEP PLANS FOR CONTINUATION. 30 CONNECT TEMPORARY JUMPER SERVICE LINE UPSTREAM OF EX. WATER METER SERVING 7215 212TH ST SW 15 CONNECT NEW 1" IRRIGATION WATER SERVICE TO NEW 8" WATER MAIN. 31 CONNECT TEMPORARY JUMPER SERVICE LINE UPSTREAM OF EX. WATER METER SERVING 7207 212TH ST SW 1. EXISTING 16" HIGH PRESSURE GAS MAN. CONTRACTOR TO COORDINATE WITH PSE, LOCATE, AND VERIFY DEPTH PRIOR TO CONSTRUCTION ACTIVITIES. CONTRACTOR TO ADJUST PROPOSED WATER SERVICE ELEVATION ACCORDINGLY. CONTRACTOR TO ADD VERTICAL BENDS ON THE PROPOSED WATER SERVICE OR DEFLECT THE PROPOSED WATER SERVICE AS NEEDED TO TO ENSURE A MIN. 12" SEPARATION FROM EXISTING GAS MAIN WHILE MAINTAINING MINIMUM COVER OVER WATER SERVICE PER CITY OF EDMONDS STANDARDS. 2. EXISTING 2" GAS MAN. CONTRACTOR TO COORDINATE WITH PSE, LOCATE, AND VERIFY DEPTH PRIOR TO CONSTRUCTION ACTIVITIES. CONTRACTOR TO ADJUST PROPOSED WATER SERVICE ELEVATION ACCORDINGLY. CONTRACTOR TO ADD VERTICAL BENDS ON THE PROPOSED WATER SERVICE OR DEFLECT THE PROPOSED WATER SERVICE AS NEEDED TO TO ENSURE A MIN. 12" SEPARATION FROM EXISTING GAS MAIN WHILE MAINTAINING MINIMUM COVER OVER WATER SERVICE PER CITY OF EDMONDS STANDARDS. 3. EXISTING 12" HIGH PRESSURE GAS MAN. CONTRACTOR TO COORDINATE WITH PSE, LOCATE, AND VERIFY DEPTH PRIOR TO CONSTRUCTION ACTIVITIES. CONTRACTOR TO ADJUST PROPOSED WATER SERVICE ELEVATION ACCORDINGLY. CONTRACTOR TO ADD VERTICAL BENDS ON THE PROPOSED WATER SERVICE OR DEFLECT THE PROPOSED WATER SERVICE AS NEEDED TO TO ENSURE A MIN. 12" SEPARATION FROM EXISTING GAS MAIN WHILE MAINTAINING MINIMUM COVER OVER WATER SERVICE PER CITY OF EDMONDS STANDARDS. 4. ELEVATION SHOWN IS BASED ON POTHOLING INFORMATION PROVIDED BY GRAHAM CONSTRUCTION & ENGINEERING INC. DATED JUNE 9TH, 2021. 5. APPROX. LOCATION OF TELECOM. CONTRACTOR TO POTHOLE TO FIELD VERIFY TELECOM LOCABLA20121170M DEPTH NORTH OF WATER MAIN CONNECTIONS. IF THRUST BLOCK FOR THE PROPOSED WATER CONNECTIONS WILL BEAR ON DUCT BANK OR IS ABOVE DUCT BANK LEVEL, ALL PIPE BELLS FROM MAIN TO THE PROPERTY #h4�f "o RESTRAINED USING FIELD-LOK GASKETS. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY OF I N. AU 30 2024 6. EXISTING 2" GAS MAN. CONTRACTOR TO COORDINATE WITH PSE LOCATE AND VERIFY DEPTH PRIO TRUCTION ACTIVITIES. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. DEVELOPMENT SERVICES DEPARTMENT SANITARY SEWER SCHEDULE ❑1 TRENCH DRAIN. SLOPE @ 2.0% TO OULET ❑2 6" SDR 35 SEWER WITH PEA TRAP TO WASTE WATER DISCHARGE. SEE MEP PLANS FOR CONTINUATION. ❑3 8" SS BUILDING CONNECTION AT 377.00. SEE MEP PLANS FOR CONTINUATION. ® 3 LF 8" SDR 35 SS @ 2.0% MIN. NEW SANITARY SEWER PER CITY OF EDMONDS STANDARDS. RIM = 382.65 8" IE = 376.93 (S) 8" IE = 376.83 (N) © 36 LF 8" PVC SS @ 11.89% 0 NEW SANITARY SEWER SADDLE MANHOLE. RIM = 382.05 8" IE = 372.55 (S) EX. 8" IE = 372.45 W,E ® INSTALLED SANITARY SEWER MANHOLE RIM = ±377.21 EX. 8" IE = ±368.42 (N)* EX. 8" IE = ±368.32 (S)* CONTRACTOR TO ENSURE HOLE FOR PREVIOUS SIDE SEWER CONNECTION IS PLUGGED, GROUTED, AND WATER -TIGHT. �g NOT USED 10 4" GREASE WASTE BUILDING CONNECTION LOCATION. 4" = 369.83 SEE MEP PLANS FOR CONTINUATION. ffil 4 LF 4" SDR 35 SS @ 2.0% MIN. 12 NEW SANITARY SEWER CLEANOUT RIM = 377.16 4" = 369.91 (S,W) 13 5 LF 6" SDR 35 SS @ 2.0% MIN. 14 1,500 GALLON GREASE INTERCEPTOR NORTH RIM = 375.75 SOUTH RIM = 375.62 4" INLET = 370.26 (S) 4" OUTLET = 370.01 (N) 15 4 LF 4" SDR 35 SS @ 2.0% MIN. 16 NEW SANITARY SEWER CLEANOUT RIM = 377.52 4" = 370.34 (W,N) 17 5 LF 4" SDR 35 SS @ 2.0% MIN. 18 4" GREASE WASTE CONNECTION LOCATION. 4" = 370.44 SEE MEP PLANS FOR CONTINUATION. *REVISED ELEVATION BASED ON FIELD MEASUREMENTS PROVIDED BY CONTRACTOR. APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED MY tykes 09/12/2024 vv BY: CITY ENGINEERING DIVISION N"IX zwrE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com CLIENT/OWNER ANTHOLOGY SENIOR LIVING PROJECT NAME ANTHOLOGY OF EDMONDS NAVIX PROJECT NUMBER: 50-616-001 PROJECT ADDRESS 21200 72 N D AVE W EDMONDS, WA 98026 STAMP Ado ��'GI STY,,g ��SSIONAL REVISIONS REV ISSUED FOR: DATE 12 CIVIL PERMIT RESUBMITTAL 01.07.22 13 CIVIL PERMIT RESUBMITTAL 02.08.22 14 CONSTRUCTION SET 03.14.22 15 RFI 11 RESPONSE 05.09.22 16 RFI 78 RESPONSE 07.27.22 17 CIVIL STATUS PRINT 12.20.22 18 RFI 262 RESPONSE 04.25.23 19 RFI 262 RESPONSE 07.14.23 20 RFI 262 RESPONSE 10.16.23 21 RFI 262 RESPONSE 11.02.23 22 RFI 445 RESPONSE 03.07.24 22 CIVIL STATUS PRINT 06.07.24 RFI 484 RESPONSE 07.17.24 RFI 484 RESPONSE 08.30.24 SECTION, TOWNSHIP, RANGE: NW 1/4, NW 114, SEC 29, T 27 N, RANGE 4 EAST, W.M. PROJECT TEAM REVIEWED BY: J. TAFLIN DESIGNED BY: J. GREEN SHEET NAME WATER A N D SEWER PROFILES SHEET NUMBER C-3.1 BLD2021-0116