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REV2 APPROVED RESUB2 BLD2021-0116+Civil_PlanS C3.0 AND C3.1+10.20.2023_1.36.17_PM+3852821
,_ 0_ N N N I N O N U 0 0 Q U 0 w / co 0 N J 0 Or CI ED QN 5 v J ZORE Ni31 98 I Id L 10' POWER LINE PARK 212 AST LLC FOU D 5/8 NEBAN AN6 EASEMENT REC. CAP "EMERALD 30581' NO. 201610050625 AT CORNER ----------------------------------- - (12/2018) -------------------------------------------� °II► r O �a 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). EXISTING HIGH PRESSURE GAS MAIN. SEE NOTE THIS SHEET FOR ADDITIONAL INFORMATION. i ►7- EXISTING CITY OF LYNNWOOD SANITARY SEWER FORCE MAIN. SEE NOTE THIS SHEET FOR ADDITIONAL INFORMATION. EX. 8" WATER MAIN MJ 3' SPOOL WITH LONG -BODY COUPLING C ADAPTOR 8" ADAPTER AND D.I. SPOOL Z _0 ~ 0 10 20 40 U W Z Z O U SCALE: 1 INCH = 20 FEET c� Z_ J_ 0 0 LEGEND w z - - PROPERTY LINE GU-40 W W 6" FIRE LINE C-3. `o W W DOMESTIC WATE SERVICE IRRIGATION GU-40 MJ U-40 rn SS SS 6" SANITARY SEWER C-3. 6' / \< �I BEND WITH THRUST BLOCKING CA 35 SEPAL. FL EX. 8" WATER TEE A-15 WATER MAIN 8" GV ►� WATER GATE VALVE A-18 FLXMJ FL MJ C-3. A-132A WA-132B ADAPTOR 3" DOMESTIC METER C-3. C-3. 3' SPOOL WITH LONG -BODY COUPLING A-13 NOTES: 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 EXISTING HIGH PRESSURE GAS MAIN. SEE NOTE THIS SHEET FOR ADDITIONAL INFORMATION. 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. N.T.S. 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. SANITARY SEWER FORCE MAIN NOTE: CONTRACTOR TO USE EXTREME CAUTION AROUND EXISTING SANITARY SEWER FORCE MAIN DURING CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL LOCATE AND COORDINATE WITH CITY OF LYNNWOOD PRIOR TO CONSTRUCTION. HIGH PRESSURE GAS MAIN NOTE: CONTRACTOR TO USE EXTREME CAUTION AROUND EXISTING HIGH PRESSURE GAS MAIN DURING CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL LOCATE AND COORDINATE WITH GAS PURVEYOR PRIOR TO CONSTRUCTION. 1 IRRIGATION METER C-3. RPBA REDUCE PRESSURE A-160A A-160 BACKFLOW ASSEMBLY C-3. C-3.3 SANITARY SEWER CLEANOUT S-200 C-3.4 O SANITARY SEWER MANHOLE U-42 C-3. GREASE INTERCEPTOR CS-364 C-3.4 WATER SCHEDULE CONNECT NEW 6" FIRE LINE TO EXISTING 8" WATER MAIN WITH: 1 - 8" x 6" TEE (FL) O 2 - 8" GATE VALVE (FL x MJ) 1 - 6" GATE VALVE (FL x MJ) 1 - 8" DI SPOOL (PE) THRUST BLOCKING 2 52 LF 6" D.I. FIRE LINE O3 WALL MOUNTED POST INDICATOR VALV 6" FIRE LINE ENTRY TO INSIDE DOUBL O4 DETECTOR CHECK VALVE ASSEMBLY. SEE MEP PLANS FOR CONTINUATION. SEE DETAIL WA-142A, SHEET C-3.2 FOR INDOOR VERTICAL INSTALLATION. 5 7 LF 6" D.I. FIRE LINE TO REMOTE FD O SEE MEP PLANS FOR CONTINUATION. 7 SEE MEP PLANS FOR CONTINUATION. 8 7 LF 6" D.I. FIRE LINE O9 REMOTE FDC 10 CONNECT NEW 4" DOMESTIC WATER SERVICE TO EXISTING 8" WATER MAIN. 11 38 LF 4" DOMESTIC WATER SERVICE 3" DOMESTIC WATER METER WITH OLD 12 CASTLE PRECAST VAULT MODEL 577-LA. HATCH SHALL BE ADA COMPLIANT AND HAVE NON-SKID COATING. CONTRACTOR TO COORDINATE WITH SUPPLIER EARLY AS TOP OF VAULT WILL NOT BE OFF THE SHELF. SEE GRADING PLAN FOR ADDITIONAL INFORMATION. 13 9 LF 4" DOMESTIC WATER SERVICE 4" DOMESTIC REDUCED PRESSURE 14 BACKFLOW ASSEMBLY INSIDE RISER ROOM. DOMESTIC SERVICE UPSIZES TO 5" INTERNAL TO THE BUILDING. SEE MEP PLANS FOR CONTINUATION. 15 C CONNECT NEW 1" IRRIGATION WATER SERVICE TO EXISTING 8" WATER MAIN. 16 37 LF 1" IRRIGATION WATER SERVICE 1 NEW. 1" IRRIGATION WATER METER. METER BOX SHALL BE ARMOCAST MODEL A6001640, OR APPROVED EQUAL. 18 17 LF 1" IRRIGATION WATER SERVICE 1" IRRIGATION REDUCED PRESSURE 19 BACKFLOW ASSEMBLY TO IRRIGATION POINT OF CONNECTION. 1" IRRIGATION RPBA TO BE INSTALLED IN AN ABOVE GRADE HOTBOX, SAFE-T-COVER MODEL 10OS-AL OR APPROVED EQUAL. EXISTING FIRE HYDRANT TO REMAIN. 20 INSTALL 4" STORZ ADAPTER AND PLACE DOUBLE SIDED BLUE RAISED PAVEMENT MARKERS AS PER DETAIL WA-100, SHEET C-3.2. EX. 1.5" IRRIGATION WATER METER TO @BE REMOVED, RETURNED TO THE CITY, EX. SERVICE TO BE CAPPED, AND ABANDONED IN PLACE PER CITY OF EDMONDS STANDARDS. SANITARY SEWER SCHEDULE ❑1 TRENCH DRAIN. SLOPE @ 2.0% TO OULET ❑2 6" SDR 35 SEWER WITH PEA TRAP TO WASTE WATER DISCHARGE. 1111111 0 3" SS FORCEMAIN FROM INTERNAL PUMP. SEE MEP PLANS FOR CONTINUATION. ® 3 LF 3" SANITARY SEWER FORCEMAIN ❑5 NEW SANITARY SEWER PER CITY OF EDMONDS STANDARDS. RIM = 382.65 3" = ±377.00 (S) 8" IE = 376.65 (N) © 36 LF 8" D.I. SS @ 11.46% 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 1 A 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. 1g 4" GREASE WASTE CONNECTION LOCATION. 4" = 370.44 SEE MEP PLANS FOR CONTINUATION. *REVISED ELEVATION BASED ON FIELD SEE SHEET C-3.1 FOR WATER AND SEWER PROFILES APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 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 72ND AVE W EDMONDS, WA 98026 STAMP REVISIONS REV ISSUED FOR: DATE 7 PERMIT RESUBMITTAL 03.20.20 8 DESIGN REVIEW RESUBMITTAL 01.22.21 9 DESIGN REVIEW RESUBMITTAL 05.14.21 10 PERMIT RESUBMITTAL 06.29.21 11 PLUMBING PERMIT RESUBMITTAL 10.20.21 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 0 #1 0 0 SECTION, TOWNSHIP, RANGE: NW 1/4, NW 1/4, 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 .- o_ N N I N O N U CD 0 U w co 0 N J 0 a� @PT T T T m 2+60 0+551+55 212TH STREET SW`�� T T T T T Ti D-WLL (n FOUND 'X' I 1 1 /4' = BRASS DISK IN SD CONCRETE MONUME T C�mDOWN 0.7' CAS n (12/2018)2 I I 2+50 TB 'A' I T 1 I I S N 1 I G G j I I I I I G • ------------------- ----1 L 4 a - _ - - - - - - - - - - - - - - - - - - - ao. s 1+00 _ 8" REBAR I 1 ' 2+00 = SD SO `� SDI SD,: �� SD Sp .,�.- Sp ,�� SD: +�� SD 1 10' STREET SETBACK 1 0+00 ROOM O (1 I IA B WONG I I J MECH. ROOM: p I U I J a a- 2+00 1 o Aw 1 LOT u1+1zU I 1 �' (33,926 S. I II I > LO7 1111 I I� d . JNG CHUN -N ET AL. 0 0 ..: O 17 PROPOSED 6-FLOOR U Z ~a SENIOR LIVING FACILITY 1� L - � I N _ � WITH 1-LEVEL a 0 UNDERGROUND PARKING OD .O7 1 o VDS212 LLC FFE = 382.75 I I 1 - 1 TOO G� C0 rT TRASH AREA I I - J 0 0 o o O wNRAMP 1I (n LOADI / DOWN \ 1 STAIRS / \ STAIRS 1 I LOOT 9Ll a a aL PROPERTY'1 32D LLCF_ J Q U Z �o w� FINISH GRADE (TYP) S < N O_ EXISTING GRADE c (TYP) 385 6 - 380 375 385 3 y' i i 4 D�O1 J 380 2 o APPROX. TELECOM m EX. 30" STORM LOCATION. SEE NOTE IE = 374.77 5, THIS SHEET. 0 w (n 0 0 375 EX. 18" SEWER PR. 8" STORM FORCE MAIN IE = 375.54 CE = 380.25 EX. 8" SEWER MAIN IE = 374.06 o uj N CL co 0 oo M co M _ O oo ^ co M u) co o- -0+15 0+00 6-INCH FIRE LINE TO BLDG HORIZ. SCALE: 1"=20' VERT. SCALE: 1 "=5' FINISH GRADE (TYP) EXISTING GRADE- 385 (TyP) TO IRRIGATION SYSTEM-\ T7 380 375 370 In Z fW (N O X X wa- EX 6" GAS CE = 380.42 370 ALIGNMENT PLAN 385 380 375 370 SCALE: 1" = 20' J U Z F--o a FINISH GRADE (TYP) - a co W EXISTING GRADE z c' (TYP) 13 i 14 J / Q 9 z 0 m 0 0 12 o- 0 PR. 8" STORM IE = 375.60 385 51 EX 6" GAS 380 TELECOM CE = 380.42 APPROX. LOCATION. SEE NOTE 5, THIS SHEET. -� 1 EX. 18" SEWER FORCE MAIN IE = 375.9t 375 f EX. 30" STORM IE = 374.79 EX. 8" SEWER MAIN IE = 374.11 0 uj ( o o � a oo ro c c 0 n 0000 n 0000 r, 0000 o- 0+75 0+75 1+00 4-INCH DOM LINE TO BLDG HORIZ. SCALE: 1"=20' VERT. SCALE: 1 "=5' 385 380 L _ I) 16 APPROX. TELECOM LOCATION. SEE NOTE 1 5, THIS SHEET. 1 I EX. 18" SEWER _ FORCE MAIN F� o CE = 379.25375 �= I- EX. 30" STORM a w w IE = 374.77 N EX. 8" SEWER MAIN IE = 374.02 K) M M M M M 1+85 2+00 1-INCH IRRIGATION HORIZ. SCALE: 1"=20' VERT. SCALE: 1 "=5' 370 2+75 370 1+75 385 PROPOSED - BUILDING WALL 0 OP D-WLL I YYLL D-W RIM 381.20 8" PVC IE 372. 8" PVC IE 371. 8" PVC IE 371. J r i 380 3 6 4 375 Q 5 I FINISH GRADE (TYP) EXISTING GRADE (TYP) 385 EX 2" GAS IE: 378.5f _ - SEE NOTE 6, THIS SHEET. 380 �--I 7 1 375 L 8" SS IE = 375.90 8" SD 8" SD CE = 374.40 DELTA = 18" VERTICAL SEPARATION 370 370 O 00 2+00 2+50 NORTH SEWER PROFILE SCALE: HORIZONTAL: 1 "=20' VERTICAL: 1 "=5' NOTES: 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 LOCATION, SIZE, AND 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 WILL NEED TO BE RESTRAINED USING FIELD-LOK GASKETS. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 6. EXISTING 2" GAS MAN. CONTRACTOR TO COORDINATE WITH PSE, LOCATE, AND VERIFY DEPTH PRIOR TO CONSTRUCTION ACTIVITIES. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. WATER SCHEDULE CONNECT NEW 6" FIRE LINE TO EXISTING 8" WATER MAIN WITH: 1 - 8" x 6" TEE (FL) 02 - 8" GATE VALVE (FL x MJ) 1 - 6" GATE VALVE (FL x MJ) 1 - 8" DI SPOOL (PE) THRUST BLOCKING 2 52 LF 6" D.I. FIRE LINE O3 WALL MOUNTED POST INDICATOR VALV 6" FIRE LINE ENTRY TO INSIDE DOUBL O DETECTOR CHECK VALVE ASSEMBLY. SEE MEP PLANS FOR CONTINUATION. SEE DETAIL WA-142A, SHEET C-3.2 FOR INDOOR VERTICAL INSTALLATION. 5 7 LF 6" D.I. FIRE LINE TO REMOTE FD O SEE MEP PLANS FOR CONTINUATION. 7 SEE MEP PLANS FOR CONTINUATION. 8 7 LF 6" D.I. FIRE LINE O REMOTE FDC 10 CONNECT NEW 4" DOMESTIC WATER SERVICE TO EXISTING 8" WATER MAIN. 11 38 LF 4" DOMESTIC WATER SERVICE 3" DOMESTIC WATER METER WITH OLD 12 CASTLE PRECAST VAULT MODEL 577-LA. HATCH SHALL BE ADA COMPLIANT AND HAVE NON-SKID COATING. CONTRACTOR TO COORDINATE WITH SUPPLIER EARLY AS TOP OF VAULT WILL NOT BE OFF THE SHELF. SEE GRADING PLAN FOR ADDITIONAL INFORMATION. 13 9 LF 4" DOMESTIC WATER SERVICE 4" DOMESTIC REDUCED PRESSURE 14 BACKFLOW ASSEMBLY INSIDE RISER ROOM. DOMESTIC SERVICE UPSIZES TO 5" INTERNAL TO THE BUILDING. SEE MEP PLANS FOR CONTINUATION. 15 CONNECT NEW 1" IRRIGATION WATER SERVICE TO EXISTING 8" WATER MAIN. 16 37 LF 1" IRRIGATION WATER SERVICE 17 NEW. 1" IRRIGATION WATER METER. METER BOX SHALL BE ARMOCAST MODEL A6001640, OR APPROVED EQUAL. 18 17 LF 1" IRRIGATION WATER SERVICE 1" IRRIGATION REDUCED PRESSURE 19 BACKFLOW ASSEMBLY TO IRRIGATION POINT OF CONNECTION. 1" IRRIGATION RPBA TO BE INSTALLED IN AN ABOVE GRADE HOTBOX, SAFE-T-COVER MODEL 10OS-AL OR APPROVED EQUAL. EXISTING FIRE HYDRANT TO REMAIN. 20 INSTALL 4" STORZ ADAPTER AND PLACE DOUBLE SIDED BLUE RAISED PAVEMENT MARKERS AS PER DETAIL WA-100, SHEET C-3.2. EX. 1.5" IRRIGATION WATER METER TO 21 BE REMOVED, RETURNED TO THE CITY, EX. SERVICE TO BE CAPPED, AND ABANDONED IN PLACE PER CITY OF EDMONDS STANDARDS. 1 SANITARY SEWER SCHEDULE ❑1 TRENCH DRAIN. SLOPE @ 2.0% TO OULET 6" SDR 35 SEWER WITH PEA TRAP TO WASTE WATER DISCHARGE. 0 3" SS FORCEMAIN FROM INTERNAL PUMP. SEE MEP PLANS FOR CONTINUATION. ® 3 LF 3" SANITARY SEWER FORCEMAIN ❑5 NEW SANITARY SEWER PER CITY OF EDMONDS STANDARDS. RIM = 382.65 3" = ±377.00 (S) 8" IE = 376.65 (N) © 36 LF 8" D.I. SS @ 11.46% 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. Og NOT USED ' A 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. 1g 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 DATE: CITY ENGINEERING DIVISION N"IX JI rE I ClviL 11235 s.e. 6th street suite 150 bellevue, wa 98004 t: 425.453.9501 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 REVISIONS REV ISSUED FOR: DATE 7 PERMIT RESUBMITTAL 03.20.20 8 DESIGN REVIEW RESUBMITTAL 01.22.21 9 DESIGN REVIEW RESUBMITTAL 05.14.21 10 PERMIT RESUBMITTAL 06.29.21 11 PLUMBING PERMIT RESUBMITTAL 10.20.21 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 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