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OLD REV1 APPROVED OVWSD BLD2023-0699 ENG2024-0167+Site_Plan+4.10.2024_7.58.11_PM+4189408r , r, � - EDWAY TAPHOUSE WATER SERVICE IMPROVEMENTS PLAN 2281 1 1 CTH �;`'��� 'v've7 �D�,�01`�iD�� WA 9820-5919 0 LY M P C � E'�/ ��UAT E R S E R� C E O I� E S E I� G �� E E R f� C P �A �l S � EGAD DESCRIPTION SEC 36 TWP 27 RGE 03RT-12B-1, S 68FT OF N 150FT OF W2 N2 NW4 NW4 NE4 EXC W 37.5 FT THEREOF FOR RD LESS WD 423 / 103 TO CITY OF EDMONDS s ?,o Birrh SS � 4� � .� � � � �f � r� �, "°da th ah'ar� � � „ a z � N � � m 22dth St.Sw '� '�'... ,q t3ch St S4ri a ?24lf� St S+� d t:ath St SNd �ji � t4th 1N,ay 54L' � a �' 3 �.o �� Q ti v O'. � �� � m ai 7 St Svf 4 t Sw 226th St S`� t5tn v �' � ��?i 3 v m � C° t:ci+tthrs�s 226tfi, PI SW � 5'yy' p7 t�A�mOtlal � �� £ �i iwedbtrgS :: ?Z7tttPf Sys a .� l- !'erneisry � 2 G<�thst ,� '� -PROJECT SITE AREA ���*h �t ��,, .. �1GthQ, 2t9th PI SV� ,un U m TQ1 S D r � � ih � � 70" a � h J rt a p`S„�a a Asa � '4' � � �'3%rr St Stk � 231sCSt SW ?32;,c PI S`Jr` v � � SITE MAP SCALE: NTS SITE DATA SITE AREAS: TOTAL SITE 21,344 SF UTILITY PROVIDERS: WATER 8c SEWER DISTRICT OLYMPIC VIEW W&S DISTRICT (425) 774-7769 FIRE PROTECTION SNOHOMISH COUNTY FIRE DISTRICT TELEPHONE SERVICE PROVIDER QWEST (253) 236-0600 ELECTRICAL POWER PROVIDER SEATTLE CITY LIGHT (206) 684-3000 GAS SERVICE PSE (425) 452-1234 CABLE N PROVIDER COMCAST (888) 303-5790 UNDERGROUND UTI�IIY NOTE UNDERGROUND UTILITIES 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 EXCAVATION 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 ONE CALL AT 1-800-424-5555 AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION. SUCH NOTICE SHALL NOT BE LESS THAN 2 NOR MORE THAN 10 BUSINESS DAYS BEFORE THE SCHEDULED DATE OF EXCAVATION. PROJECT TEAM OWNER MR. DANIEL GOURLEY 22811 100TH AVE W UNIT D BELLEVUE, WA 98004 (206) 963-0657 CONTACT: DANIEL GOURLEY DEGOURLEYQGMAIL.COM ARCHITECT PACIFIC ENGINEERING TECHNOLOGIES, INC 2150 NORTH 107TH ST, SUITE 320 SEATTLE, WA 98133-9009 (206) 281-7500 CONTACT: NATHAN L. FRITZ CIVIL ENGINEER AZARI CONSULTING ENGINEERS, PLLC 2018 156TH AVE NE #100 BELLEVUE, WA 98007 (425) 372-2188 CONTACT: SHAHRAM POURAZARI, P.E. POURAZARIS©AZARIENGINEERS.COM SHEET INDE;� 1 WP1 WATER PLAN COVER SHEET 2 WP2 STANDARD GENERAL NOTES AND DETAILS 3 WP2.1 TOPOGRAPHIC 8c BOUNDARY SURVEY 4 WP3 DOMESTIC 8c FIRE SERVICE SUPPLY LINES PLAN 5 WP4 FIRE SERVICE LINE & DCDA VAULT PROFILE 6 WP5 STANDARD DETAILS APPROVED FOR WATER AND SEWER CONSTRUCTION OLYMPIC VIEW WATER AND SEWER DISTRICT /J-- � 2 , DISTRICT ENGINEER OR ASSIGNEE DAfiE SUBJECT TO APPROVAL OF OTHER PERMITS FROM AGENCIES HAVING JURISDICTION ` AF'PFiUVED BY OVWSD WITH THE FOLLOWING CONDITIONS: 1. CONTRACTOR TO POTHOLE EX. WATERMAIN TO VERIFY DEPTH AND LCOATION PRIOR TO CONSTRUCTION. CONTACT ENGINEER OF REGORD IN CASE OF CONFLICT. 2. CONTRACTOR TO PROVIDE TYPICAL MINIMUM COVER OF 3' OVER NEW 4" PIPE BETWEEN EX. MAIN AND VAULT THAT WILL BE OWNED BY OVWSD. DEFLEGT PIPE AT MAXIMUM 1/2 THE MANUFACTURER'S REQUIREMENTS OR INSTALL VERTICAL BENDS AS REQUIRED TO ACHIEVE GRADES &VERTICAL ALIGNMENT. �� �° Call before you dig �� RECEIVED APR 12 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT AZARI CONSULTING ENGINEERS, LLC CIVIL DESIGN 2018 156TH AVE NE BLDG. F SUITE #100 BELLEVUE, WA 98001 OFFICE: (425) 372-2188 EMAIL: POURAZARISC azariengineers. com WEBSITE: www.azarien�ineers.corn �...aa��/OI � P OZI �� OF i�ASg���Q ��� ca 2'y / '� 3®85® '��� $�GI STER�9 �1SSIONAL EEC. �1" C O �n Q z 0 L W �� w '� W w a H � � E~ w w Revisions: �REVSD PER OVWD COMMTS REVSD PER OVWD COMMTS 03-14-24 Job No.: 223011 Date: 04/01 /2024 W �' 1 (i of s) GENERAL ENGINEERING NOTES 1. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH PERMIT CONDITIONS, THE OLYMPIC VIEW WATER & SEWER DISTRICT, CITY OF EDMONDS ROAD STANDARDS, WASHINGTON STATE DOT (WSDOT) STANDARD SPECIFICATIONS AND THE CONDITIONS OF PRELIMINARY APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE DISTRICT. 2. THE CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA), WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, AND ALL OTHER FEDERAL, STATE, AND LOCAL SAFETY AND HEALTH STATUTES, WHICH MAY APPLY. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND FURNISH, INSTALL, AND MAINTAIN TEMPORARY SIGNS, BRIDGES, BARRICADES, FLAGMEN, AND OTHER FACILITIES TO ADEQUATELY SAFEGUARD THE GENERAL PUBLIC AND WORK, AND TO PROVIDE FOR THE PROPER ROUTING OF VEHICULAR AND PEDESTRIAN TRAFFIC. CONSTRUCTION OPERATIONS SHALL COMPLY WITH THE WORK AREA AND TRAFFIC CONTROL HANDBOOK. 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFINE, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. 5. THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) TO ELIMINATE OR MINIMIZE POLLUTION DISCHARGE CAUSED BY CONSTRUCTION. 6. WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF HIGH QUALITY ARE TO BE USED. 7. PRIOR TO FINAL APPROVAL AND ACCEPTANCE OF THE WORK THE CONTRACTOR WILL BE REQUIRED TO CLEAN AND REPAIR ON AND OFF -SITE ROADWAYS, CURBS, AND SIDEWALKS USED DURING THE COURSE OF THEIR CONSTRUCTION. 8. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL VALVES, HYDRANTS, ETC. IN ADVANCE OF CONSTRUCTION TO FACILITATE THE CONSTRUCTION OF PROPOSED IMPROVEMENTS 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS OR MARKERS DURING CONSTRUCTION. CONTRACTOR SHALL REPLACE DESTROYED OR DAMAGED MONUMENTS AT HIS EXPENSE. 10. PRIOR TO TRENCHING, THE CONTRACTOR SHALL VERIFY, IN THE FIELD, THE SIZE AND LOCATION OF THE EXISTING PIPE AT THE POINT OF CONNECTION. IF NECESSARY, THE DESIGN ENGINEER PRIOR TO TRENCHING SHALL RESOLVE ANY DEVIATION FROM THE PLANS. 11. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE AND SEWER FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL NEW DRAINAGE AND SEWER IMPROVEMENTS ARE INSTALLED, INSPECTED, AND FUNCTIONING. 12. LINES AND GRADES: ALL DISTANCES AND MEASUREMENTS ARE GIVEN AND MADE IN A HORIZONTAL PLANE UNLESS STATED OTHERWISE. 13. CONTRACTOR SHALL LOCATE AND PRESERVE ALL FACILITIES INCLUDING GAS, WATER, IRRIGATION, SEWER, POWER, STREETLIGHTS, TELEPHONE AND OTHERS WHICH MAY BE IN THE AREA OF CONSTRUCTION. RESPECTIVE UTILITY COMPANIES SHALL BE NOTIFIED PRIOR TO COMMENCEMENT OF WORK. 14. ANY CLARIFICATION OR REQUEST FOR A DEVIATION FROM THE DRAWINGS OR SPECIFICATIONS MUST BE SUBMITTED TO CIVIL ENGINEER IN WRITING IN THE FORM OF A REQUEST FOR INFORMATION. 15. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED BY OLYMPIC VIEW WATER 8e SEWER DISTRICT, SNOHOMISH COUNTY FIRE DEPARTMENT AND THE CITY OF EDMONDS PUBLIC WORKS DEPARTMENT. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED DURING THE PLAN REVIEW. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE DISTRICT AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. 16. APPROVAL OF THIS WATER WATER LINE IMPROVEMENT PLANS DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION RELATED CONFLICTS WITH OTHER UTILITY PURVEYORS IN THE PUBLIC RIGHT-OF-WAY. IMPACTS TO ANY UTILITIES DURING CONSTRUCTION SHALL BE RESOLVED ACCORDINGLY PRIOR TO FINAL CONSTRUCTION APPROVAL. 17. PRIOR TO THE START OF CONSTRUCTION, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE OVW&SD INSPECTION SECTION, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 18. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 19. CONSTRUCTION ACTIVITIES ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND 10 A.M. TO 5 P.M. ON SUNDAY, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF EDMONDS. THE WATER DISTRICT HOURS FOR INSPECTION PURPOSES WILL TYPICALLY NOT BE AVAILABLE AFTER 4:30 PM ON WEEK -DAYS AND ON WEEKENDS. 20. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SHALL APPLY. 22. WORK IN RIGHT-OF-WAY IS NOT AUTHORIZED UNTIL A TRAFFIC CONTROL PLAN IS APPROVED AND A RIGHT-OF-WAY WORK ORDER PERMIT IS OBTAINED FROM THE CITY OF EDMONDS. 23. PROJECT TO BE IN ACCORDANCE WITH OLYMPIC VIEW WATER 8c SEWER DISTRICT STANDARD SPECIFICATIONS. 24. PIPE DEFLECTION AT JOINTS NOT TO EXCEED 2 OF MANUFACTURER'S RECOMMENDATIONS. 25. MAINTAIN MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN WATER MAIN AND SANITARY SEWER AT ALL LOCATIONS, EXCEPT AS ALLOWED PER SECTION C1 9.1 OF THE CRITERIA FOR SEWAGE WORKS DESIGN AS PUBLISHED BY THE DEPARTMENT OF ECOLOGY IN DECEMBER 1998. 26. NOTIFY THE DISTRICT OFFICE IN WRITING MINIMUM OF 72 HOURS PRIOR TO PROCEEDING WITH CONSTRUCTION. 27. WATER WORKS TESTING SHUT DOWN VALVES) TO EXISTING WATER SYSTEM. PUMP UP MAIN TO 250 P.S.I. AS DETERMINED BY ACCURATE PRESSURE GAUGE ON PUMP AND LET SIT FOR MINIMUM OF 15 MINUTES. THERE SHALL BE NO APPRECIABLE OR ABRUPT LOSS PRESSURE IN THE 15 MINUTES. CONTRACTOR SHALL IDENTIFY AND CORRECT THE PROBLEM IF A PRESSURE DROP GREATER THAN 5 P.S.I OCCURS. (CONTRACTOR TESTING GAUGE MAY BE COMPARED TO DISTRICT PRESSURE GAUGE FOR ACCURACY). PRIOR TO CALLING OUT THE DISTRICT TO WITNESS THE PRESSURE TEST, THE CONTRACTOR SHALL HAVE ALL EQUIPMENT SET UP AND COMPLETELY READY FOR OPERATION AND SHALL HAVE SUCCESSFULLY PERFORMED THE TEST TO ASSURE HIMSELF/HERSELF THAT THE PIPE IS IN SATISFACTORY CONDITION. 28. THE CONTRACTOR SHALL NOT OPERATE ANY GATE VALVES. NO CONNECTIONS TO THE EXISTING WATER SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL FROM THE DISTRICT INSPECTOR OR SUPERINTENDENT. 29. WATER SERVICE LOCATIONS ARE SHOWN AT APPROXIMATE LOCATION ONLY. ALL FINAL LOCATIONS SHALL BE FIELD STAKED BY THE DEVELOPER'S ENGINEER AND THEN COORDINATED AND FIELD VERIFIED WITH THE DISTRICT INSPECTOR OR SUPERINTENDENT PRIOR TO INSTALLATION. ALL TAPS TO THE WATER MAIN SHALL BE MADE AT THE SAME HORIZONTAL STATION ALONG THE PIPE THAT THE METER IS PLACED UNLESS OTHER ARRANGEMENTS ARE MADE WITH THE DISTRICT. 30. AFTER CLEARING AND MINIMUM OF WEEKS PRIOR TO WATERLINE INSTALLATION, THE DEVELOPER OR CONTRACTOR SHALL COORDINATE WITH THE DISTRICT SO THAT SOILS TESTING CAN BE COMPLETED BY DEVELOPER AS DETERMINED BY THE DISTRICT. THE DISTRICT WILL DETERMINE WHERE POLYETHYLENE LINING SHALL BE INSTALLED ON THE WATER LINE. 31. THE FIRE SERVICE LINE UNDERGROUND PORTION SHALL BE ROUTED TO THE DESIGNATED MECHANICAL ROOM AND BE COORDINATED WITH THE FIRE SPRINKLER PLANS. 32. AT THE TIME OF THE SUBMITTAL OF THESE PLANS, FIRE SPRINKLERS PLANS WERE PROVIDED TO AZARI CONSULTING ENGINEERS. THE WATER SERVICE LINES DESIGN AND LAYOUT HAVE BEEN COORDINATED WITH THE FIRE SPRINKLER'S PLAN FOR THE BUILDING. (GENERAL NOTES FOR WATER MAIN REPLACEMENT 1. PROJECT TO BE CONSTRUCTED IN ACCORDANCE WITH 4LYMPIC VIEW WATER ANp SEWER DISTRICT STANDARD DETAILS AND CONTRACT SPECIFICATIONS. 2. ALL WORK WITHIN ROAD RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH CITY OF EDMONDS, TOWN OF WOODWAY, AND SNOHOMISH COUNTY STANDARDS AND SPECIFICATIONS. 3. EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE CORRECT LOCATIONS BEFORE DIGGING. TNiS MAY BE DONE BY CALLING 81 1 OR 1-800-424-5555 FOR THOSE UTILITIES PARTICIPATING IN ONE CALL AND BY DIRECT CONTACT OF ALL OTHER AFFECTED UTILITY COMPANIES. 4. NOTIFY THE pISTRICT OFFICE A MINIMUM OF T2 HOURS PRIOR TO PRQCEEDING WITH CONSTRUCTION AND PRIOR TO CONNECTING Ta EX. SYSTEM. �. CONSTRUCTION SHALL NOT BEGIN WITHOUT WRITTEN APPROVAL FROM QLYMPIG VIEW WATER AND SEWER DISTRICT. 6. DUCTILE IRON PIPE SHALL BE NEW, STANDARD THICKNESS CLASS 52, CEMENT -LINED, PUSH -IN JOINTED PIPE CONFORMING TO AWWA C1 fl4 AND C7 51, UNLESS OTHERWISE NOTED. PIPE SHALL BE RESTRAINED WITH FIELD-LOK GASKETS AS SHOWN ON THE PLANS. 7. ALL VALVES, 8 INCHES IN SIZE OR LESS SHALL BE '°RESIDENT SEAT GATE VALVES fN ACCORDANCE WITH THE DETAIL SPECIFICATIONS. UNLESS OTHERWISE NOTED. ALL VALVES 1fl INCHES IN SIZE OR GREATER SHALL BE BUTTERFLY VALVES IN ACCORDANCE WITH THE DETAIL SPECIFICATIQNS, UNLESS OTHERWISE NOTED. 8. ALL BENDS SHALL HAVE MEGALUG RESTRAINED JOINTS AIVD CONCRETE THRUST BLOCKING, 9, THE CONTRACTOR SHALL NOT OPERATE ANY VALVES OR MAKE ANY CONNECTIONS TO THE EXISTING WATER MAIN WITHOUT PRIOR APPROVAL FROM THE DISTRICT. 10. WATER SERVICE LOCATIONS ARE SHOWN AT APPROXIMATE LOCATION ONLY. ALL FINAL LOCATIONS SHALL BE FIELD STAKED AND THEN COORDINATED AND FIELD VERIFIED WITH THE DISTRICT INSPECTOR OR SUPERINTENDENT PR10R TO INSTALLATION. ALL TAPS T© THE WATERMAIN SHALL BE MADE AT THE SAME HORI20NTAL STATION ALONG THE PIPE THAT THE METER IS PLACED UNLESS OTHER ARRANGEMENTS ARE MADE WITH THE DISTRICT. 11. SERVICES SHALL NOT BE LOCATED WHERE THERE WILL 8E GONFIJCTS WITH OTHER UTILITY BOXES. ANY CHANGES TO THE DESIGN LOCAI1CJNS SHALL BE APPROVED BY DISTRICT MANAGER OR SUPERINTENDENT PRIOR TO INSTALLATION. 12. ALL PAVEMENT CUTS SHALL BE SAW CUT TO ,� NEAT LINE. ALL PAVEMENT EDGES SHALL BE CUT AND TRIMMED SQUARE PRIOR TO FINAL ASPHALT PAVEMENT RESTORATION. ALL PAVEMENT EDGES SHALL BE SEALED WITH AN APPROVED SEALANT AFTER FINAL PERMANENT ASPHALT PATCH iS PLACED, SEE SNOHOMISH COUNTY RQAD STANDARDS FOR DETAILS. CONTRACTOR SHALL ADJUST ALL IRONS/UTILITIES TO FlNAL GRADE AS NECESSARY. 13. IF NECESSARY AND WHENEVER POSSIBLE, THE CONTRACTOR, IN LIEU OE USING BENDS, SHALL DEFLECT PIPE AT PIPE JOINTS IN ORDER TO MAINTAIN SPECIFIED PIPE ALIGNMENT. CONTRACTOR SHALL. NOT EXCEED 1/2 OF DEFLECTION LIMIT AS SPECIFIED BY THE MANUFACTURER'S RECOMMENDATIONS. IF NOT POSSIBLE, OR AS DIRECTED, THE CONTRACTOR SHALL INSTALL DUCTILE IRON BENDS. 14. ALL EXISTING MAINS SHALL BE KEPT IN SERVICE AT ALL TIMES DURING CONSTRUCTION UNTIL SUCH TIME THAT THE NEW MAIN HAS BEEN TESTED, APPROVED BY THE DISTRICT AND READY FOR PLACEMENT INTO SERVICE. 15. CONTRACTOR IS RESPONSIBLE FOR ENSURING EXISTING SERVICES REMAIN IN SERVICE AT ALL TIMES THROUGHOUT CONSTRUCTfON. ifs. EXISTING HYDRANTS BEING ABANDONED ARE TO BE REMOVED AND CAPPED AT THE MAIN AND RETURNED TO THE DISTRICT UPON REQUEST. 1 �. ALL TEMPORARY BLOW -OFFS SHALL BE ESTABLISHED TO FLUSH, PRESSURE 'PEST, AND PURITY TEST PRIOR TO CONNECTING THE EXISTING SYSTEM TO THE NEW SYSTEM. 18. IF NECESSARY, OR AS REQUIRED IN ORDER T� INSTALL THE NEW WATER MAIN, THE CONTRACTOR SHALL REMOVE AND REPLACE ALL EXISTING UTILITIES TO THE SATISFACTION OF THE OWNER OF SUCH UTILITY. 19. PRIOR TO CALLING OUT THE DISTRICT TO WITNESS THE PRESSURE TEST, THE CONTRACTOR SHALL WAVE ALL EQUIPMENT SET UP AND COMIPLETELY READY FOR OPERATION AND SHALL HAVE SUCCESSFULLY PERFORMED THE TEST TaD ASSURE HIMSELF/HERSELF THAT THE PIPE IS IN .SATISFACTORY CONDITION. UTI CITY I� OTES: 1. EXISTING WATER SERVICE LINE SHALL BE CUT -IN -PLACE AND ABANDONED. EXISTING 1-�ZAI�I SERVICE LINE TO BE CUT AND ABANDONED AT THE MAIN. DIRECT TAP SHALL BE CONSULTING PLUGGED OR EXISTING SADDLE BE REMOVED AND REPLACED WITH FULL CIRCLE REPAIR BAND. A NEW 1 " WATER SERVICE LINE AND 4" NEW METER WILL BE PROVIDED BY THE ENGINEERS, DISTRICT. THE WATER SERVCIE LINE AND METER SHALL BE INSTALLED AS SHOWN ON LLC THE PLAN. THE WATER SERVICE LINE SHOULD BE PLACED IN THE SAME TRENCH AS THE FIRE SERVICE LINE. 2. EXISTING SIDE SEWER IS LOCATED BY HYDRO PHYSICS COMPANY AT THE DIRECTION OF THE OWNER. THE DEPTH AND ALIGNMENT OF THE SIDE SEWER IS LOCATED ON THIS PLAN BASED ON THE INFORMATION PROVIDED TO AZARI CONSULTING ENGINEERS. CONTRACTOR SHALL FIELD VERIFY THE CROSSING WITH THE WATER LINE PRIOR TO EXCAVATION. A MINIMUM OF 12" OF VERTICAL SEPARATION BETWEEN THE WATER SERVICE LINE AND THE SIDE -SEWER CROSSING SHALL BE PROVIDED. IF CONFLICT EXIST, CONTACT THE ENGINEER IMMEDIATELY. 3. TOP OF RIMS, VALVE TOPS, METER VAULTS COVERS SHALL BE FLUSHED WITH THE EXISTING GRADE IN ALL SOFT AND HARD -ESCAPE AREAS. TOP ELEVATIONS SHOWN ON THIS DRAWING ARE FOR INFORMATION ONLY. 4. THE WATER SERVICE LINE SHALL MAINTAIN A MINIMUM OF 5' HORIZONTAL SEPARATION FROM THE CENTER OF THE EXISTING 30" CMP DETENTION TANK/PIPE. 5. THE WATER SERVICE LINE SHALL GENERAL HAVE A MINIMUM OF 36" OF COVER UNLESS SHOWN DIFFERENTLY ON THE PROFILE. CIVIL DESIGN 2018 156TH AVE NE BLDG. F SUITE #100 BELLEVUE, WA 98007 OFFICE: (425) 372-2188 EMAIL: POURAZARISC�? azariengineers.com WEBSITE: www. azarien�ine ers. c om 6. DOMESTIC WATER SHALL BE CONNECTED TO THE EXISTING ONSITE WATER SERVICE LINE ��'o,�,'�Ec��g�9, ON THE DOWNSTREAM SIDE OF THE METER. �SSIONaL E�: 7. FIRE SERVICE SUPPLY LINE SHALL BE EXTENDED TO THE MECHANICAL ROOM AND BE CONNECTED TO THE EXISTING VERTICAL PIPE IN THE RISER ROOM. 8. LOCATION OF THE FDC, AND THE DCDA ARE REVIEWED AND APPROVED BY THE SNOHOMISH COUNTY FIRE MARSHALL PRIOR TO INSTALLATION. 9. THE PIV IS NOT REQUIRED FOR THIS PROJECT. THE OWNER INTENDS TO PROVIDE A ONE -HOUR FIRE RATED RISER / MECHANICAL ROOM AS RECOMMENDED BY THE FIRE MARSHALL 10. CONTRACTOR SHALL OBTAIN ARIGHT -OF -WAY WORK ORDER PERMIT FROM THE CITY OF EDMONDS PRIOR TO PERFORMING ANY WORK. A TRAFFIC CONTROL PLAN ALONG WITH LIABILITY INSURANCE AND BOND SHALL BE PROVIDED PRIOR TO THE ISSUANCE OF PERMIT. 11. CONTRACTOR SHALL POTHOLE AND LOCATE THE EXISTING 8" CI MAIN LOCATION, ITS DEPTH BELOW THE GROUND SURFACE PRIOR TO START OF CONSTRUCTION. APPROVED*FOR WATER AND SEWER CONSTRUCTION OLYMPIC VIEW WATER AND SEWER DISTRICT �. �- 2� DISTRICT ENGINEER OR ASSIGNEE DATE SUBJECT TO APPROVAL OF OTHER PERMITS FROM AGENCIES HAVING JURISDICTION APPROVED BY OVWSD WITH THE FOLLOWING CONDITIONS: 1. CONTRACTOR TO POTHOLE EX. WATERMAIN TO VERIFY DEPTH AND LCOATION PRIG�/T�ONSTRUCTION. CONTACT ENGINEER OF RECORD IN CASE OF CONFLICTC��"r/ 2. CONTRACTOR TO PROVIDE TYPICAL MINIMUM COVER OF 3' OVER NEW 4" PIPE BETWEEN EX. MAIN AND VAULT THAT WILL BE OWNED BY OVWSD. DEFLECT PIPE AT MAXIMUM 1!2 THE MANUFACTURER'S REQUIREMENTS OR INSTALL VERTICAL BENDS AS REQUIRED TO ACHIEVE GRADES & VERTICAL ALIGNMEN� RECEIVED APR 12 2024 ¢� w 0 0 Q z 0 Q w i o o' c�z E~ H E~ w w x Revisions: QREVSD PER OVWD COMMTS QREVSD PER OVWD COMMTS 03-14-24 Q Q Job No.: 223011 Date: 04/01 /2024 WP 2 (2 OF 6) CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N.W. 1/4 N.E. 1/4 SEC. 36, TWP. �'�N., RGE. 3E., W.M. KEY CONSTRUCT ON NOTESo ��� �� � LEGEND 114 NSTALL 20 LF� OE 12 PAC SLEEVE MEASURED 10 ON ETHER S DE CONNECT TO THE EXISTING C MAIN TO NSTALL 4 DP FIRE SUPPLY LNE AS OE THE FONT OF� CROSSING WTH THE EXISTNG SIDE —SEWER. FIRE LINE SHOWN PER O�WBcSD STDSe 2I WATER METER CE TER THE P PES A D � THE AREA BETWEEN THE P PES WITH ,� I D4 WATER VALVE SAND OR CDE TO A�0 D ANY GAP UNDER THE PAVEMENT. OREMOTE EX ST NG 8" TREE AND KEYSTONE RETA N NG WALL TO CONSTRUCT �- FIRE HYDRANT � � EP: 2+ 15.55 THE 4" D P. REMOVE THE KEY STONE WALL N TS' ENT R ETY AS NOTED O N � I Ex ssMN � FIRE DEPARTMENT CONNECTION (FDC) RIM=312.53 1.E.=302.83 (1N 5.) � � �a WATER LINE FITTINGS THE WATER L NE PROF LE SHEET. THE WALL SHALL BE PERMANENTLY REMO���'D _ _ _ _ wP-5 FROM THE RICH OE WAY AS MANDATED BY THE C TY OF EDMONDS. REGRADE; - ER O M THE PARK N G CURB TO THE BACK 0 E THE EX STING S D EWALK AS �' � I ! �� .,� W ��� I SHO N ON THE PROF LE. ^' l� 99 „ 99 I p� � 1 +23.22 0.00 � � �n I 4 I N GATE VALVE 0 4 D P 8c 1 SER�C E I E WET TAP CO ECT ONS TO THE MA NSTA 4� q FL X FL GATE �AL�E E X MJ AS SHOWN. �� I � z I 1+18.23 0.00 C � G: „ o :'.� ,{ � �''' �� 4 I N GATE VAVE � •'�, � �''f. .�.,; ,: � � � ,., . FL X FL 3 EXCAVATE TO NSTA 29 LE OE 4" D P MJ X MJ1 8c 22 E 0� 1 " ;r,�� ' � I ! ,�,f..•^;, 4 TEE (MJ X MJ) I .� l � 1 + 14.69 0.00 O FDC POLY PER STD DWG NO W-6 AND W-1 A, RESPECT RELY. A PPE �`������� � � ; �� -f�„: 1+20 7 4 INCH 45 ,: ! • ; I �;,�::; ; ; � � '; .�, I DEGREES ELBOW (MJ X MJ) 8c E TT GS ERO M THE MA TO THE EAU LT SHALL B E R ESTRA N ED . ;�•���� � I �—�------�`������`� ., ' 9 9 9 9 WP_5 WP_5 ��;:' �� f � +;� :fir.'; z,�`"° ,. 8 0 G BY 6 W DE 4 DOUBLE CHECK DETECTOR ASSEMB �`�`��` �' �- ����� _ ' ��,� 11 LF OF 4''' DI j PI E ���� =, OFF T.�D'R •`'• „����.� FAULT PER STD. DWG. NOs W-10A 8c W-10B � I�.� _ � - •`�•� �� • ;: r, 2 8 L,� 0 F � ��„ � I � � P � �� '"i � (4' ss cRossrnic} , �.••, . WP_5 WP_5 ''s � ;, ,.� ,�:'• r; ���� �•� i I � � try \, i �. ' y I I 8 �; � � �� o ,9 ., � � 14 5 (1) 4 D I T E E A D (2) 9 0 BENDS TO E X O D T H E PIPE ;: i 4 F " I {� PE .{' -- �� ,_-_- s 1 1 o+oq - ,... „ ,.•. �, EX SDMH �.:�,. ,� 4 I S � i' �� RlM=313.92 'I�•:, � ; I � � ,,r,; �` � --- �+4�4 LF PIP '� � ��' -- ;, T O THE E D C A S SHOW I N C U D G THRUST BLOCK N C � LE.=3D7.47 (24 "&8', �,��. ��� ; ; ! i `, ' FLO P TH �f � ���: {��-'�Y����'�_',•, WP_5 .a � 2 L ;� 0 4 DI, PI �E F' ,:J - -- - --- - �3o"-cn�>� - --- -� .i - -- '° � ..p. + � •,, - � �—� � :e I- - ���:.' EDC CO ECT ON SHA L BE STAL ED EAR THE R GHT— E—WA �������� � li �--I--����- --- �� �--- �- __ _ � - . �..•t � I .l.J•�,. �1 �, E -PER S O H O M I S H C O U TY F R E MARSHAL R E Q U R E M E N T S ��� ����` I I � t� ,� �, WALL SHALL 'M=314 69 R! —3 9 85 ,, I KEYSTONE � SDMH � � Ex CB � �'':�;, t.;! ' (7 (1) 4" D P 45° ELBOW WTH THRUST BOCK \J PER STD DWG NO l WP_5 42 LE 0 F 4" D P ON THE BACKS DE ® (1) 4" D P 22.5° ELBOW WTH THRUST BLOCK L 2 6 LE O F 4" D P WP_5 0 (1) 4" DIP 22.5° ELBOW WITH THRUST BOCK PER STD DWG NO WP_5 ON THE BACKS DE ON THE BACKS DE 44 LE OE 4" DiF� TO D RECTLY BELOW THE R SER ROOM STA 0+3�.21 OFF 0. 5'R I 1 (1) 4" X 4" D TEE (MJ X PE) 1 1 8.70 LF 0 E 4" D P �ERTI CA PIPE TO CONNECT TO THE EX ST N G 4" D P 0 MAN SPRINKLE D STRIBUTION L NE NS DE THE R SER ROOM CONNECT 2" PVC VAULT DRAIN TO EX ON SITE CB PER DETAIL W-10B PROVIDED. ENSURE THAT THE DISCHARGE PIPE FROM THE VAULT WILL HAVE MINIMUM 3' OF COVER. EX SERVICE LINE & METER TO BE REMOVED & RELOCATED PER NOTE �1 ON SHEET WP 2 �; `,�%'+ REMIAN �,=310.56 r,'t� UNDISTURBED 1. ,=307.63 LE.=317.35 (8') �,�:,�f (o'& 8) 26 LF OF 4" DI PIPE ,',. �. • �:r� , �v>;'i� � L42 LF OF 4"�DI PIPE '.a.,• ,:., _ ;,;.fi.,'; Ex SSMH �.,•�.,,; RIM=313.54 ;iy'r,�'i I.E.=304.74 (OUT N.) is !:: ;� a� . 1 F' �,,,,I , ���oo. o0 ';.'„ �r� ,,4,1 0+72.08 —0.02 4 INCH ELBOW 22.5 DEGREE (MJ X MJ) M- t RIM=319.54 0+44.82 —0.02 4 IN ELBOW 22.5 DEGREES (MJ X MJ) 0+00.00 0.00 4 INCH DI TEE APPROVED FOR WATER AND SEWER CONSTRUCTION OLYMPIC VIEW WATER AND SEWER DISTRICT ,�e._._."_"." DISTRICT ENGINEER OR ASSIGNEE DA SUBJECT TO APPROVAL OF OTHER PERMITS FROM AGENCIES HAVING JURISDICTION " APPROVED BY OVWSD WITH THE FOLLOWING CONDITIONS: 1. CONTRACTOR TO POTHOLE EX. WATERMAIN TO VERIFY DEPTH AND LCOATION PRIOR TO C TRUCTION. CONTACT ENGINEER OF RECORD IN CASE OF CONFLICT. 2. CONTRACTOR TOP OVIDE TYPICAL MINIMUM COVER OF 3' OVER NEW 4" PIPE N 0 T E . BETWEEN EX. MAIN AND VAULT THAT WILL BE OWNED BY OVWSD. DEFLECT PIPE AT MAXIMUM 1/2 THE MANUFACTURER'S REQUIREMENTS OR INSTALL VERTICAL BENDS AS REDUIRED TO ACHIEVE GRADES & VERTICAL ALIGNME AL PIPE C 0 ECT 0 N S AT � TTI N C S 0 N THE D OW STR EAf� SIDE 0� THE �A T SHA BE RLSTRA NED N ADD T ON TO THE THRUST BLOCKS SHOWN AT EACH BEAD. IF EF'..I:^:E �UrF'L'r LIfJ= PLr',PJ SCALE: 1 " = 20' RECEIVED APR 12 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ��� �� Call before v you dig AZAI�I CONSULTING ENGINEERS, LLC CIVIL DESIGN 2018 156TH AVE NE BLDG. F SUITE #100 BELLEVUE, WA 98007 OFFICE: (425) 372-2188 EMAIL: POURAZARISC� azariengineers.com WEBSITE: ww.azariengineers.com -P�.vI�Y P OU� y �� of WASg f� ��Q ca ��� 1'� �� ,�� ��GISTER�� ,1 SIDNAL �G r'; W 0 0 �� `~, �i ~ �� W v1 r� �� vl E E~ w w Revisions: �REVSD PER OVWD COMMTS �REVSD PER OVWD COMMTS 03-14-24 0 Job No.: 223011 Date: 04/01 /2024 WP 3 (4 oe s) 33 32: 9 8 SONG 9 X 6 32l W DE X �' DEEP DCDA VAU T REMOVE EX STING 1 8" -- I� EYSTO N E WA�� PERMANENTLY. REMOVE , 31. AND RECONSTRUCT A SECTION O E TH E SIDEWA K AT A JOINT.. RESTORE THE AREA BETWEEN THE EXISTING 31( PARKING CURB AND THE BACK SIDEWALK BY THE E NISHED SCOPES AS SHOWN (1 �-25� SCOPE). HYDROSEED OR PACE 30. SOD ON THE RESTORED AREA. 30( PROFILE VIEW: 4 INCH FIRE LINE EXAGGER,4 TION: 4 /ALIGNMENT �X 4" DIP VERTICAL FIRE ASIDE THE RISER ROOM THERS. IE OF� EXPOSED EX.Gf�O� �1DPRO�E�1 ��A��:QNG; � � � � f�� � �� THE;;:: �T�HE�4" E�IRE��II�E :�::: � : f ::: �f�l :� : ; � � 4 ;INCH; ELB W . . _. .,............................. .., ......,..,,,,,.,.,, ,.,,,,,,,,, .., ,,,, ,,,,,,,,,.,,,,,,..,,,, ,,.,. ,.,..,... ,.,..,,.. ,.,.,.........,,,...,..,,,,,,,..,.,.,,,....,,,.,,.,.,,.,,,,,,,.,,,, ,.,..,,,,.,,....,....,...,,,,....,,........,.,r,.......,...r..,..,.,,,.,.,...,.,.,.,�...,.,..........,........,.......,.....,.,..;�........................r...........;....,,..... ,.....,.....,........._................. ,...,.. .... .. .. ..... ..... , . . . , . �� ��� �� � �� ��- � /�IDESE Ef�CROSSIN �� � W MAWT�IN 11/IIN;:�;2";VET;;;;;;;; �RISER�R00 ; . � � ; : ; ; ; � � � EX 4 ; P:VC ;SIDE: . : : � ; ; ; o � : SE ; ER ; PER; FIELD, ; � : ; ; ; ; ; : ; ; ; - ;- : ; �::::::; ::::;::: :::;::; :: � ::.�::�a �E: :;�::: :::;::::: ::::::::: ., ;C :: :;� ..... ���,.....�,.,.,..,�,��v������,��..v,.��.��.�,�v,��������,.�v�������,���v,.����.................�,................,,,,,,.,,,,.,,.,,,,,,,y,,,,,,,,,,,v,,,,,,,.,.,,�.,,.,,,,,,,,,,.,,,...,....,............,.,,,,,,�,,,,y..,..,.,�.,y.,,,�,,.,..........,...x..,....,�,.y,���......•v.,.........x.,.����,,,,,�,�,�,,,,,.,��,.,.......�.y�.�.......��,,,,����„���v�.�.�,.���„����������v��„„��,,,.,�„�����„ ,..�.,��,�„ �� �...,..,�.�.,.,r,.,..,.�......�,�,..��,�,,,,,,,,,,,,,x,,...,.�.,..,,.,,,,....,.,..�..,�.,.. ��,..�.....,.....�,.�.�.v..���..�..�x,..�,.,,....,........,,,, � ����..,,.��x�.�.����,���v�����������w�.����...�y.,.......�.�r..��...�.�.v......�....y�......,....,..����...,..y.�....�.�..............,,,,,...., ,,,,,,.,,,,, ......�.....�.,.�....�x.,��......�.,.......�.���v�.�„��.�,.y�...����.��.,���..,������v�.�.����..�y,.��.��.�„„�..���..�.�� ...,�..��,.y�����������„�������.����v�.���������y„���������x�„��,�„��.y��������„�y,��..,,.�..,�,.,,� �����.����,.�.�..�.,.�.��v..�����,�,��r����������m�������,���v���������..x.�........a.,...�....,,v,,,,,,.,.�,y..,,,,,,,., W ,� �, � „ : ; :-�: � "� : ; ; ,.. ... . I'�IIN ;a � . � . ..,........,v _ � }� , ..................... :. ,�,�. - ,� ,�� - � ,1 +5�.�6 �0.02; �,�� ��,��� l,� :0 44.�2 : —Q.02 . G ; ;4 ;INCH' T� VALVE (�IJ; X, MJ); � C C; � ' � ;0 � �� ���fi�--� : ,, .� � � � :2 .5; DEGREES (MJ: X MJ) ; : � � � � �� ; 26 ;LF OF ;4"; DI PI E , ...........�...................................�..........�...........h..................x......................r...........,.....................,.r..........,...., . . ..............,.,....,...... .. ,.....,... ,....,.,,.,,...................,............�........,., .......,..........,.........r.... , .. ,......... ,.......,...,...........r...�......, :,. ..,............................ ................................................................................................................................ ............... ..............................,...........,,................................._...........,..,............................................................ .... ...... ............... . . ET ' T,� P � O N�NEC T1�0 :: ; : ; ; ; ; :: ; :: : � ; ; 4; INCH 5: ; ; : : ; : : ; ; i , ; ; : � :: � : ; : � � � ; ; ; ; � ; ; :: � ; :. ; ::: ,DEGREES ELBOW (.MJ � MJ). '» : 0 ; ��.: 8 �� �VM � � � � ; � � � : � � � � , � AREA ETINEEN ��P S Val �M � S,41� 1 LF OF: 4:" DI :PIPE. : 1 + 1 b. g � 000 � � OR � CD : ; : ; :1 +2�.2.2 ;0.00: � 4; x 4 IN DI ; ; ; � : ; ; ; ; ; ; � � ; ; ; ; : ; ; 4 IN ;GATE; VALVE: � ;TEE' ( J : X : MJ) : x,,,,,,,,,,,,,,,,,,,,,y,,,,,,,,,,,,�,,,,.,.,,.,,.,,.,,,,,,x.,.......,..,.........,r�.,.,,,,,,,,x,,,,,,,,,,,,,,,,,,.,.,,,,.,,,,y, , .. , ... y ... , ..... , ...... w „ , ,., r ... y .. , ... , ,., ..E.., ...X... ... , .., y ... x ... , ... , .... , , ... x ... , ,.,, x ........ ,., ,,, x ..., ,,, r .,, , .,. ,� ... x ,,, , ,,,, , ,,, , ,. ,,,, , .,, y .., , .., , ,., , ,,. , ,�„ , ,,, , , , ,,, ,,,,,,.,,,,, „,,,, � ., , ,,, , ,, , ,, , ,,, , ,,,, � .,. ,,, , ..,, , ,,, , ,,. , ,,,, � .,, , ,. , ,,, � .., x ........., x .., y ,,........, x .,.. , .., x ,., x ............ , , � , ....., , .., ..,,.x .,,, ,.., x...,, 28:LF OF:4" bI:PIPE 2 LF OF 4"DI PIPE LF O>= 4" Dr PIPE 1 +.18,.23 O.QO rt- d- o o cfl co cfl co � �- N N � � � rn �"� �"� � � cfl cfl (\ � � � Qo DO O O 2+00 � +80 � +60 1 +40 1 +20 1 +00 F�B'� �EF�I; i1=Pl" SCA Eo 1" — 10' 0+80 o+so 0+40 0+20 0+00 RECEIVED APR 12 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT —0+20 330 325 SPRIN{��ER NSTA��ED BY 4" D P = �26.9g 0+00.00 0.00 INCH DI EE 3 20 P �U G AND CAP THE END OE THE PROVIDE CONC. THRUST BOCK NG BEHIND THE TEE s 15 s 10 s05 f•I•� ., --D+25 APPROVED FOR WATER AND SEWER CONSTRUCTION OLYMPIC VIEW WATER AND SEWER DISTRICT i DISTRICT ENGINEER OR ASSIGNEE DATE SUBJECT TO APPROVAL OF OTHER PERMITS FROM AGENCIES HAVING JURISDICTION " APPROVED BY OVWSD WITH THE FOLLOWING CONDITIONS: 1. CONTRACTOR TO POTHOLE EX. WATERMAIN TO VERIFY DEPTH AND LCOATION PRIOR TO C N RUCTION. CONTACT ENGINEER OF RECORD IN CASE OF CONFLICT 2. CONTRACTOR TO OVIDE TYPICAL MINIMUM COVER OF 3' OVER NEW 4" PIPE BETWEEN EX. MAIN AND VAULT THAT WILL BE OWNED BY OVWSD. DEFLECT PIPE AT MAXIMUM 1/2 THE MANUFACTURER'S REC2UIREMENTS OR INSTALL VERTICAL BENDS AS REQUIRED TO ACHIEVE GRADES & VERTICAL ALIGNMEN� Call �hefore you digs TEE: AZ�I CONSIJL�ING ENGINEER, LLC CIVIL DESIGN 2018 156TH AVE NE BLDG. F SUITE #100 BELLEVUE, WA 9800'7 OFFICE: (425) 372-2188 EMAIL: POURAZARIS® azariengineers.com WEBSITE: vwvv. az ari engineers. com �� POUF ' �� OF �AS�y�� � ��� �� ., / � ��a�o��,s�cl STEg�'9 l��+� s'rONAL �� w s :� 0 --f, E—� Revisions: �REVSD PER OVWD COMMTS �REVSD PER OVWD COMMTS 03-14-24 0 Job No.: 223011 Date: 04/01 /2024 WP i (s of s) SEE TRENCH SURFACE RESTORATION DETAIL ��/.�'�'/.\f r O SUBSEQUENT \� I BACKFILL tid � j 'o INITIAL r- BACKF9LL W10TH EQUALS PIPE 0.0. -h16" FOR MAIN LINE CONSTRUCTION OR 24" OR LESS FOR SERVICE LINE INSTALLATION N07E: ASPHALT RESTORATION SHALL BE 1N ACCORDANCE W/ AGENCY OF JURISDICTION r for: SNOHOMISH COUNTY CITY OF EDMONDS TOWN OF WOODWAY BACK FILL MATERIAL SHALL CONSIST OF: 1. 5/8" MINUS CRUSHED GRAVEL COMPACTED TO 95% MAXIMUM DRY DENSITY ASTM D6g8 METHOD "D" UNDER ASPHALT FOR STREET CROSSING. 2. TYPE "C" MATERIAL WITH CLASS II PLACEMENT AND COMPACTION FOR UNDER ASPHALT RUNNING PARALLEL. WITH STREET. 3. TYPE "C" MATERIAL WITH CLASS I PLACEMENT AND COMPACTION FOR STREET SHOULDERS. 4. TYPE "D" MATERIAL WITH CLASS III PLACEMENT AND COMPACTION FOR ALL OTHER AREAS. QL�'MPIC VIEW WATER � SEWER DISTRICT REVISIONS STANDARD DETAIL TRENCH DETAIL DATE SCALE DWG W0. 10/16/18 NTS W-6 � TRENCH DETAIL SCALE: NTS s�z NDT NEEDED. GV Wtll BE � � { I�-� a I I nA�am oo�a�t�o Aai+x>t '� I � a/�• rr_T¢x ra � saPviaea • �t--�__�_------� I ggg� � a�ssRx.� .�tov rxr�s aF �rsrut.�•c �s �� � � � ___ _._.____---_-- _ T_.......I �� �_ ��� aF.J�31At.. hOPES: 1, ALL TE'3P CDCKS A16i5i 9E PflQlflpEtY WI'il t3Rh5S GAPS. ACCL*d5E& {r�-2u TTtAf'F1C RArEo7 7. YAVi.T GWER GSITTER DRAM SH�t.L tXYN1�CT TD A DRY iIMEl4 M1 GTCF# BASth. A, DCtLI MUST � TESTED 8Y A W3AL1:'�t TESTER. TEST flES3RT5 t,1iIST BIE Sl7(T TO DBTRICT AFTiR INSTALLllTiON 1t MdNUAit.Y Ti�AEAFTER. 5. A DfSTRKT AtaPR0VE0 VAL4L i5 1fEOWRED 13EIWEEN THE. lGq+PI.Y MAIN AND THE YAVtT VAULT SIZES �- PIPtNG �fc DEi'EC'TOR ASSEMBLY S�ZIE mtlaE tk�e'' iw t�aMt^l-w. +uYtCri- PVR of `lAl10EIR s[tt rrNrsa 5thha►AO axmrA flITN wrcat. MInIPMUM INStOE VAULT METER slze DiMEfaslon+S /� TYPE {ExCLtJKJE5 SUwfSE CWNI�CTIOh} LE3dGTM WIDT'N 3' 8"-0" � B'-D` I 6' 12'-0' 6'-D' j s- ��-- 1z'-a• --------.L_------ s'-D• a�.YMPIC VIEW WATER � SEWER DISTRICT RE:VISIUNS STANDARE� Dt�TAII... QI4YMIPLC U LE CNECI< DE EC ClR WS M LY TQa wEw sMEET � of a �i2/OS/TB ANTS ov +,o. W-1QA DOUBLE CHECK DETECTOR ASSEMB�" (TOP �IEUU, HORIZONTAL BLOCKING PIpB BEARING AREA OF BLOGK SQ.FT. S[za OIA. TEES & 90' 45' 22-1/2' IN, BENDS BENDS @ENDS KENOS 4" 3 i 1 t 6" 4 4 2 i 8" 7 6 4 2 10" 1T 10 fi 3 12" 16 t4 9 5 1�4�.� APPROVED RESTRAINED FITTINGS MAY £iE USED IN PLACE OF THRUST BLOCKING. LENGTH OF RESTRAINT TO BE APPROVED BY GIST. ALL BLOCKING SHALL BE POURED AGAINST FIRM UNDISTURBED SOIL BEARING AREA AT FITTINGS NOT GIVEN IN BEARING TABLE SHALL BE AS DIRECTED BY THE ENGINEER. WHEN POURING AGAINST PLUGS AND BLIND FLANGES COVER FLANGES &BOLTS WITH 1O MIL PLASTIC TO KEEP CONCRETE OFF BOLTS. LAYOUT TO BE APPROVED BY DISTRICT PRIOR TO CONCRETE POUR. REFER TO OVWSD APPROVED hAATERIALS UST FOR MATERIALS TO BE USED. 4LYMPIC VIEW WATER &SEWER DISTRICT REVISIONS STANDARD DETAIL THRUST BLOCKING DATE SCALE DWG N0, 1o/1s/193 NTs w-4 2 THRUST B�OCKINC SCALE: NTS NOT WEEDED CiY Will. BE PROVIDEt} pR! WET TAP iRYWR flF&14RSY tACATKIM ra UC UE1[P7•NED B! I;iS1fAC7 ftlitraHE3 (FIDE ,..__.....-..1_�_ j SW/ESf �' . n SaRuh 7a aAY . "` Ell aN csal 1 fI01BP n• It�Eamn% LfC) tpV SLATS ..+.�. C.:." �' � REO"D BY £tRE DFJJ+T. 1-. _' -7 uuTo_ - A..P:wa era f�+ ASP? -1 ExTt1a our As REouPr�€o rn wtm MArcrt I �� =� I:: 'Ylhi. J tP'�P 1� c - � � �-3 uAI�C�k� TR 9E � C � � _ � �s�srAuffa r!r .� F,. ' I �anlwal,avo iEiS '�' f ATW3�A9LE RIPE SU • • • : • • • • • • • • • •�• 1�� � I�w? -. .T.-_vAyl,s-LC�RiP�-CMRiF7► � oMM- W�Yd:-��o9MhEGT-tq-A�-H1M��•�IB�t�-oW-�6lu�aw•�g�91ti t �JUM:' PIRd(� +?iEt�lNF7kLi.'3iJMl�' t�ITftiN $hRALL t:YP. 12" GiiV AT ►AIN LAFit3E EidCTUCiH TtJ ACG£]d�lAAC3EYI41E IR+Ital't�ACat; C?SP�.i St#+!P' Pt1M�' f7Pi APi+RC)YED %-ORAL TP�tM DRAT£ AS N�EEQECF IF {?RATE A3iOVPEkEL' i'ROVifii: EtF£TiilCAl PCrWER P�14 APVLICA34i.8, `�, s t;c� C?PSi wU4RCE: fM�fhiA t�!#:AceT} IN t E P T?;f Wf AR�ST' CATC►a t3ASiN � ApF`RC"'JFf P (]r;,ATIi:+T9 ,. 41.YMPIC VIEW WATER $L SEWER DISTRICT t ti E;s'v I `_ I � f'`� _: � T 1�, N L}A r� C3 C7 E:. A I L ©LT11[!1C Y1�8N U L c i L 1' scoE VFEW SI+£ET z t� 2 I ti1A tR7M.t a11IV YTa - � 12/os,il� NTS w-i0H ._T___ TYPE 'A' BLOCKING OR 1 i 1/4'-22 1/2'-33 3/4' VERTICAL BEND VB S D L w _ Z z w I � � to w �..I ° ¢ fi 0 LLI � ``' � d - z� � w � m w w � � U W Fo w > O c� z � o� � tD U tL lj pZ o� U tom. O� w 13z N J � o � `n �- ,-, cl O �'' (n �w �o� �� _Z � � C., �.,_ p � Z O wUz p Z �_ _ 4" 300 1 i 1 4 8 2 5/8" 1.5 22 1 /2 1 1 2.2 2.0 97 2.6 6" _3334 300 / 1 1 /4 1 1 2.2 5/8" 2.0 22 1 2 25 2.9 3 3/4 4i 3.5 $�� 30D i i 1 4 1 6 2.5 5/8" 2.0 22 1 2 47 3.6 33 3/4 70 4.1 3/4" 2,5 12"' 250 32 3.2 5 8" 2.0 22 1/2 B8 4.5 7/8" 3.0 33 3/4 132 5.1 16" 225 11 1 70 4.1 7/8" 3.0 22 1 /2 184 5.7 1 1 8 4.0 33 3/4 275 6.5 1 1 /4" �_ 20" 200 1 1 1 /$ 91 4.5 7/8" 3.0 22 1 2 225 6.1 1 �4" 4.0 33 3/4 330 6.9 1 3/8" 4.5 24" 200 1 1 1 4 128 5.0 1" 3.5 2 1 320 6.8 1 3 8" 4.5 33 3/4 480 7.9 1 7/8" 5.5 TYPE "8" BLOCKING FOR - 45' VERTICAL BENDS VB S D L 4" _ 6" 8" 300 45 30 3.1 5/8" 2.0 68 4_ 123 5.0 i 2" 250 232 6.1 3 4" 2.5 16" 225 / " 0 -- 20" 200 24" RECEIVED APR 12 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NOTE 2 �- 3" MINIMUM c UNDISTURBEQ D -' n `e EARTH (n D "�- 3000 PSI o � CEMENT CONCRETE POURED iN PLACE 17,PE "A" BLOCKIj�G NOTE 2 NOTE 3 -� \ f""'�->� n p o � 3" MINIMUM � r� U�ND�TURBEO n � a e u 3000 PSI A D CEMENT CONCRETE POURER 4N PLACE � o S ` TYPE "B" BLOCKING ������-= �jPE CLAMP CLAMP SIZE (DxW) 4" 38 x2 6" T 2 x 2-1 2 g" 1 2 x 2-1 2 12" 3 4 x 3 16" 3 4 x 4 20" 1 " x 5" 24" 1 x 5" 478 7.8 1 1 8 4. NOTES. 560 B.2 i 1/4" 1. APPROVAL OF LOCATION FROM THE DISTRICT IS 820 9.4 1 3/8" 4.5 REQUIRED PRIOR TO INSTALLATION. 2. PIPE CLAMP SHALL BE GALVANIZED. BAR AND HARDWARE SHALL BE STAINLESS STEEL. 3. RESTRAINED JOINT FOLLOWERS MUST 8E USED ON ALL M.J. FITTINGS. GLYMPIC VIEW WATER &SEWER DISTRICT REVISIONS STANDARD DETAIL VERTICAL THRUST BUCKING DATE 12 /1 /21 SCALE NTS DW0 W0. W- 4B 2A, �ERTICA� THRUST BLOCKING SCALE: NTS APPROVED FOR WATER AND SEWER CONSTRUCTION OLYMPIC VIEW WATER AND SEWER DISTRICT r �/ DISTRICT ENGINEER OR ASSIGNEE DATE SUBJECT TO APPROVAL OF OTHER PERMITS FROM - AGENCIES HAVING JURISDICTION ' Al ::::.. , ._ . ..::VSD WITI � : HE FOLL. WVING CONDITIONS; 1. CONTRACTOR TO POTHOLE EX. WATERMAIN TO VERIFY DEPTH AND LCOATION PRIOfj,TO CONSTRUCTION. CONTACT ENGINEER OF RECORD IN CASE OF CONFLICT. 2. CONTRACTOR TO PROVIDE TYPICAL MINIMUM COVER OF 3' OVER NEW 4" PIPE BETWEEN EX. MAIN AND VAULT THAT WILL BE OWNED BY OVWSD. DEFLECT PIPE AT MAXIMUM 1/2 THE MANUFACTURER'S REQUIREMENTS OR INSTALL __ // VERTICAL BENDS AS REQUIRED TO ACHIEVE GRADES &VERTICAL ALIGNMENT AZARI CONSULTING ENGINEERS, LLC CIVIL DESIGN 2018 156TH AVE NE BLDG. F SUITE #100 BELLEVUE, WA 98007 OFFICE: (425} 372-2188 EMAIL: POURAZARIS® azariengineers.com WEBSITE: v`vw.azariengineers.com asses ��� ��'GI STEg�9 , SSjONAL E�� 0 0 d Q z 0 w �� � O E-� E� W W Revisions: �REVSD PER OVWD COMMTS �REVSD PER OVWD COMMTS 03-14-24 Job No.: 223011 Date: 04/01 /2024 WF' (e of s) NTS DOUBLE CHECK DETECTOR ASSEMBLY (SIDE VIEW NTS