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OLD REV1 APPROVED ENG FIR RESUB2 BLD2023-0699+FIRE LINE REVISION PLANS AND TCP+4.2.2024_4.57.10_PM+4172647r � i,, = — EDWAY TAPHOUSE WATER SERVICE IMPROVEMENTS PLAN 22811 100TH AVE Wog EDMONDS, O�YMD C V EW WATER SERV CE � NES �ECA� DESCRIPTION WA 98020 5919 ENC VEER NC PEONS SEC 36 TWP 27 RGE 03RT-12B-1, S 68FT OF N 150 FT O F W2 N2 NW4 NW4 N E4 EXC W 37.5 FT THEREOF FOR RD LESS WD 423 / 103 TO CITY OF EDMONDS N ' Q 7 ? � ,� i r 9�P w N C � K, f �' $ m .o y rsth 1�iT.7',d� J T r � do,. 1' ,f, � 3 � 22bih SL 5',N �`., a sash si �v 224tS� st sss+ ¢ r_atn st iw 70t t —_, � t4tfi 1h'.ry S14' m L d 3 �`fip�s �n a a a•. W� � z 3 rn q `'� SY�1 t Sw 2261h 515W IS�h t ? _b m m � `" � a .� Q`� 1�c Fp, t 3 a c y -_ 3�7 °" Edmonds 226tt; PI SW � a rn � 3 1+lemonal 3 � � � � Cemeier�� ,� `�°, ySwedbergs Q ?27thPIS� � o Cemetery �«Sths��w ��PROJECT SITE AREA n 228th PI SW ,oy � � 7 y i. TB4 J < -. P� svr �, <s, � '° r a L � � O J < Q`Sy1 R ,`yL 't '� � 73::t St SV@ �i - 2 31�_t St 5'.b' 232r� PI SiI¢ ,r � � a r SITE MAP SCALE: NTS SITE DATA UNDHCROUND UTILITY NOTE SITE AREAS: TOTAL SITE 21,344 SF UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT UTILITY PROVIDERS: THE LOCATION, SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL WATER �c SEWER DISTRICT OLYMPIC VIEW WBcS DISTRICT (425) 774-7769 UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR FIRE PROTECTION SNOHOMISH COUNTY FIRE DISTRICT CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE TELEPHONE SERVICE PROVIDER QWEST (253) 236-0600 OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR ELECTRICAL POWER PROVIDER SEATTLE CITY LIGHT (206) 684-3000 PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE GAS SERVICE PSE (425) 452-1234 CALL AT 1-800-424-5555 AND ARRANGE FOR FIELD LOCATION OF CABLE TV PROVIDER COMCAST (888) 303-5790 EXISTING FACILITIES BEFORE CONSTRUCTION. SUCH NOTICE SHALL NOT BE LESS THAN 2 NOR MORE THAN 10 BUSINESS DAYS BEFORE THE SCHEDULED DATE OF EXCAVATION. "Nothing in this permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope of the permit application, regardless of whether such building, structure or condition is shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate enforcement action." Approved DFM CMrls guvt South County Fire Date: 04/08/2024 THIS PLAN SET REFLECTS CITY OF EDMONDS APPROVAL ONLY. REFER TO SEPARATE PLAN SET FOR OVWSD APPROVAL. 04-08-2024 RESUB 2 PLAN REVIEW NOTES: APPROVED WITH CONDITIONS: 1. THE CONTRACTOR INSTALLING THE FIRE RELATED UNDERGROUND PIPE IS REQUIRED TO HOLD WSP LEVEL U CERTIFICATE. CERTIFICATE WILL BE VALIDATED AT INSPECTION. 2. CALL FOR UNDERGROUND ROUGH -IN INSPECTION PRIOR TO BURYING FIRE LINES. DFM BURT PROJECT TEAM OWNER MR. DANIEL GOURLEY 22811 100TH AVE W UNIT D BELLEVUE, WA 98004 (206) 963-0657 CONTACT: DANIEL GOURLEY DEGOURLEY@GMAIL.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 ROW PERMIT #ENG2024-0167 ENGINEERING DIVISION APPROVED AS NOTED ���rv�-�04/30/2024 BLD2023-0699 PERMIT REVISION FOR FIRE LINE. PROJECT FALLS WITHIN THE OLYMPIC VIEW WATER DISTRICT. SHEET INDEX 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 7 ROW RESTORATION PLAN 8 TRAFFIC CONTROL PLAN PROVED FOR WATER AND SEWER CONSTRUCTION 0 PIC VIEW WATER AND SEWER DISTRICT DISTRICT ENGINEER 0 ASSIGNEE DATE SUBJECT T APPROVAL OF OTHER PERMITS F AGENC HAVING JURISDICTION '0� ,o Call before you dig BLD2023-0699 REVISION Apr 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CIVIL DESIGN 2018 156TH AVE NE BLDG. F SUITE #100 BELLEVUE, WA 98007 OFFICE: (425) 372-2188 EMAIL: POURAZARIS@ azariengineers.com WEBSITE: v-ww. azariene�ineers. com �/��/ P °Uh' ������ OF �ASN j���2� � H 39659 �(/ ��rs� ��'GI STEg�� ��'� �SIONAL E��1 O O O Q W C� w w W O a w � E~ H � � E� w x Revisions: QREVSD PER OVWD COMMTS PER OVWD COMMTS QREVSD 03-14-24 Job No.: 223011 Date: 04/01 /2024 WP 1 (i of s) GENERAL ENGINEERING NOTES 1. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH PERMIT CONDITIONS, THE OLYMPIC VIEW WATER 8c 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 FORA 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 8c 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 OVW8cSD 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. ���,:Z�111x��r��:3�n■_�KK�I:��L1�[y��i9��:��]■'1�I�[y�/I�►►���i%���:�:�.y�4�1�:i�][.��:�[��.��_1�1�7_1:��Z.y,�yl�[�L��[�]�E.� 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 OLYMPIC VIEW WATER AND 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. THIS MAY BE DONE BY CALLING 81 1 OR 1-800-424-5555 FOR THQSE UTILITIES PARTICIPATING IN ONE CALL AND BY DIRECT CONTACT OF ALL OTHER AFFECTED UTILITY COMPANIES. 4. NOTIFY THE DISTRICT OFFICE A MINIMUM OF 72 HOURS PRIOR TO PROCEEDING WITH CONSTRUCTION AND PRIOR TO CONNECTING TO EX. SYSTEM. 5. CONSTRUCTION SHALL NOT BEGIN WITHOUT WRITTEN APPROVAL FROM OLYMPIC 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 C104 AND C151, 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 "RESILIENT SEAT" GATE VALVES IN ACCORDANCE WITH THE DETAIL SPECIFICATIONS, UNLESS OTHERWISE NOTED. ALL VALVES 10 INCHES IN SIZE OR GREATER SHALL BE BUTTERFLY VALVES IN ACCORDANCE WITH THE DETAIL SPECIFICATIONS, UNLESS OTHERWISE NOTED. 8. ALL BENDS SHALL HAVE MEGALUG RESTRAINED JOINTS AND 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 PRIOR TO INSTALLATION. ALL TAPS TO THE WATERMAIN SHALL BE MADE AT THE SAME HORIZONTAL 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 BE CONFLICTS WITH OTHER UTILITY BOXES. ANY CHANGES TO THE DESIGN LOCATIONS SHALL BE APPROVED BY DISTRICT MANAGER OR SUPERINTENDENT PRIOR TO INSTALLATION. 12. ALL PAVEMENT CUTS SHALL BE SAW CUT TO A 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 ROAD STANDARDS FOR DETAILS. CONTRACTOR SHALL ADJUST ALL IRONS/UTILITIES TO FINAL GRADE AS NECESSARY. 13. IF NECESSARY AND WHENEVER POSSIBLE, THE CONTRACTOR, IN LIEU OF 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 EXIST1NG 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 CONSTRUCTION. 16. EXISTING HYDRANTS BEING ABANDONED ARE TO BE REMOVED AND CAPPED AT THE MAIN AND RETURNED TO THE DISTRICT UPON REQUEST. 17. ALL TEMPORARY BLOW -OFFS SHALL BE ESTABLISHED TO FLUSH, PRESSURE TEST, AND PURITY TEST PRIOR TO CONNECTING THE EXISTING SYSTEM TO THE NEW SYSTEM. 18. IF NECESSARY, OR AS REQUIRED IN ORDER TO 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 HAVE ALL E4UIPMENT 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. UTI CITY NOTES 1. EXISTING WATER SERVICE LINE SHALL BE CUT -IN -PLACE AND ABANDONED. EXISTING AZ�� SERVICE LINE TO BE CUT AND ABANDONED AT THE MAIN. DIRECT TAP SHALL BE CONS�J��'�NG 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 ���r�����s, DISTRICT. THE WATER SERVCIE LINE AND METER SHALL BE INSTALLED AS SHOWN ON ��� 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 CIVIL THE OWNER. THE DEPTH AND ALIGNMENT OF THE SIDE SEWER IS LOCATED ON THIS DESIGN PLAN BASED ON THE INFORMATION PROVIDED TO AZARI CONSULTING ENGINEERS. 2018 156TH AVE NE CONTRACTOR SHALL FIELD VERIFY THE CROSSING WITH THE WATER LINE PRIOR TO BLDG. F EXCAVATION. A MINIMUM OF 12" OF VERTICAL SEPARATION BETWEEN THE WATER SERVICE SUITE #100 LINE AND THE SIDE -SEWER CROSSING SHALL BE PROVIDED. IF CONFLICT EXIST, BELLEVUE, WA 98007 CONTACT THE ENGINEER IMMEDIATELY. oFFICE: (425) 372-2188 EMAIL: POURAZARISC�? 3. TOP OF RIMS, VALVE TOPS, METER VAULTS COVERS SHALL BE FLUSHED WITH THE azariengineers.com EXISTING GRADE IN ALL SOF-f AND HARD -ESCAPE AREAS. TOP ELEVATIONS SHOWN ON WEBSITE: THIS DRAWING ARE FOR INFORMATION ONLY. .azariengineers.com 4. THE WATER SERVICE LINE SHALL MAINTAIN A MINIMUM OF 5' HORIZONTAL SEPARATION ���I� FROM THE CENTER OF THE EXISTING 30" CMP DETENTION TANK/PIPE. � PDU ����, of was�j�c� 5. THE WATER SERVICE LINE SHALL GENERAL HAVE A MINIMUM OF 36" OF COVER UNLESS � _ �`� SHOWN DIFFERENTLY ON THE PROFILE. _ � � 6. DOMESTIC WATER SHALL BE CONNECTED TO THE EXISTING ONSITE WATER SERVICE LINE ��'o.��,s�'Grg�� ON THE DOWNSTREAM SIDE OF THE METER. SIONAL �. 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 O! YMPIC VIEW WATER AND SEWER DISTRICT DISTRICT ENGINEER OR ASSIGNEE DATE SUBJECT TO PROVAL OF OTHER PERMITS FpOM AGENCI AVING JURISDICTION REVISION Apr 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 0 z 0 Q w 0 0 -� c�z Revisions: �REVSD PER OVWD COMMTS �REVSD PER OVWD COMMTS 03-14-24 Job No.: 223011 Date: 04/01 /2024 WP 2 (z of s) N.W. 1 /4 N.E. 1 /4 SEC. 3 6, 7'WP. 2'�N. , I�GE. 3E. , W.M. CONNECT TO THE EXISTING CI MAIN TO INSTALS 4" DIP ��,� ,14 NSTA�� 20 �E OE 12" PVC SLEEVE MEASURED 1 H ON ETHER S DE ARE SUPPLY ENE AS� OE THE PO T 0� CROSSNG WTH THE EXST G SDESEWER. SHOWN PER OVWBcSD STDSe �� �� CENTER THE P PES AND E �� THE AREA BETWEEN THE P PES W TH I SAND OR CDE TO AVO D ANY GAP UNDER THE PAVEMENT. 1 REMOVE EX ST NC 8" TREE AND KEYSTONE RETA N NG WA�� TO CONSTRUCT � � EP: 2+15.55 O THE T' D P. REMOVE THE KEY STONE WA N TS' ENT RETY AS NOTED ON � � � RMQ�253 LE.=302.83 (IN S.! THE WATER E PROE E SHEET. THE WA SHA BE DERMA E T Y REMOVE'D FROM THE R GHO�—WAY AS MANDATED BY THE C TY 0� EDMONDS. REGRADE�� FROM THE PARKNG CURB TO THE BACK OE THE EXSTNC SDEWA�K AS �� � SHOWN ON THE PROS E. � �� �� �' � �� 99 99 %9', I j � 0 4 D P I 1 S ERVC E E WET TAP CO ECT O S TO THE MA . STA 4 � � Q GATE VANE (E� X MJ) AS SHOWN. � � o � 7 O U :�. I . Q i i ^ ti �� � � EXCAVATE TO NSTA�� 29 �E OE 4" D P MJ X MJ �C 22 �E OE 1 " "�� � ( ) r �� O � FDC .� r 6 1 PO Y PER STD DWG 0 W6 A D W1 Q RESPECT VE Y. A PPE .�: I �' i' I ., ,. �. 8c � TT N G S �R O M THE MAN TO THE VAU �T S HA�� B E R ESTRA N E D . - r.� � �' i — �-- --�� �''Q.l I I 9 9 9 9 WP_5 WP_5 1 +i� '� :, I � - C 4 8 0 G BY 6 W D E 4 D O U B E CHECK DETECTOR AS S E M B `r��� 1� LF of 4'= DI PIPE O � ., VAULT PER STD. DWC. NOs W-10A 8c W-10B � 4 'r� 28 L� oF� �'" of PIP_ WP_5 WP_5 � �` r� i i �•�'. 9 9 ° �M1 � I I Q 1 4 D TEE AND 2 90 BENDS TO EXTEND THE PPE .�.:r '' Q ( ) C ) I 4 ; ; F DI PIPE O EX SDMH ;.:, TO THE EDC AS SHOWN NC�UD NG THRUST BOCK NG 2 RE-3o��4� (24"�8'� �:� � ,� WP_5 `� `' I 2 L'F'� 0 ' 4" DI PIPE :r i � 1 ; , 8„ AMP ,-�=�� EDC CO ECT 0 SHA BE STA ED EAR THE R GHTOE—WAY r`:�r� � � �I -,�� �=�---� © ;, , � ENE PER SNOHOMSH COUNTY ARE MARSHA�� REQU REMENTS .�` r I ; � � � c ;' . ri' , �� `' 99 ° ��•,� li (1) 4 D P 4B E BOW W TH THRUST BOCK O THE BACKS DE . r, � O PER STD DWG N O 2 ;.r r. WP_5 :: .�' � STA 0+3�.21 99 .'`�' OFF 0. 5'R 42 E OE 4 DP ���� .;, � ;�; I 8 1 4" DP 22.0° ELBOW WTH THRUST BOCK ON THE BACKS DE �` O �� BP: .. •' 1 •' 2 2 6 � E O E 4" D P wP_5 �.1 J.: l.+ •� f •.. g0 (1) 4" D P 22.0° ELBOW W TH THRUST BOCK ON THE BACKS DE ., PER STD DWG 0 2 `��`� ' WP_5 f ��, I 44 �E OE 4" D P TO D RECT�Y BELOW THE R SER ROOM 10 (1) 4" X 4" D TEE (MJ X HE) O 1 1 8.70 E OE 4" D P VERT CA PPE TO CONNECT TO THE EX ST NG 4" D P O MAN SPR NK�E D STR BUT ON � 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 --r-------- --- 1 +23.22 0.00 4 IN GATE VALVE FL X FL 1 + 18.23 0.00 4 IN GATE VAVE FL X FL i,c:rE: SCA Eo 1 " — 20' 1 + 15.49 0.00 4 x 4 IN DI TEE (MJ X MJ) RIM=319.54 1 + 14.69 0.00 4 INCH 45 DEGREES ELBOW (MJ X MJ) 0+44.82 —0.02 4 IN ELBOW 22.5 DEGREES (MJ X MJ) 0+00.00 0.00 4 INCH DI TEE �CBD FIRE LINE $ WATER METER AZARI wv � WATER VALVE CONSULTING � FIRE HYDRANT ENGINEERS, FIRE DEPARTMENT CONNECTION (FDC) L]LC � � � WATER LINE FITTINGS 2 WP_5 CIVIL DESIGN — — — — 2018 156TH AVE NE I BLDG. F SUITE #100 BELLEVUE, WA 98007 IOFFICE: (425) 372-2188 EMAIL: POURAZARISC I azariengineers. com WEBSITE: .azarien�ineers.com >� � REVISION ,Q Call before qpr 03 2024 youdig DEVE DE ARTMENTVICES �/��/ P0U � OF �YAShr j� � `� �s5s ��� ��GI STER�9 ��'� �SSIONAL ��1 0 0 Q 0 a w w �W �� �W �� w �W a r �" j•T•� E~ w w Revisions: QREVSD PER OVWD COMMTS QREVSD PER OVWD COMMTS 03-14-24 0 0 Job No.: 223011 Date: 04/01 /2024 WP 3 (4 oe s) E�. GROUND PROF EE AEONO— THE CE 0� THE 4�� � RE � �E 32 9 8 EOND 9 X 6 32 W DE X 7' DEEP DCDA VAU ET REMOVE EX ST NO 1 0' KEYSTONE WAEE PERMANENTEY. REMOVE 31 _. AND RECONSTRUCT A SECT ON OE THE S D EWAEK AT A J O NT. RESTORE THE AREA BETWEEN THE EX ST NC 31 PARK NG CURB AN D EEEV � 1 6e2 1 +52.06 0.02 4 INCH ,TE VALVE (MJ X MJ) THE BACK S DEWAEK CT TAP C01�11�lCCTIO BY THE H N SH ED 0 EXe 8 99 DI Vl/M SEOPES AS SHOWN 1 LF OF 4" DI PIPE (1 �-26 EEOPE). HYDROSEED OR PACE 30 SOD ON THE RESTORE AREA. 28 LF OF 4'' DI .PIPE E� 4" D P VERT CAE ERE SPR NK�ER NE DE THE R EER ROOV NETA�EED BY PROFILE VIEW: 4 INCH FIRE LINE ALIGNMENT OTH E R E. E O E E� P O S E D C' D P —� 2 6.9 9 EXAGGERATION: 4 0+72.08 -0.'02 4 INCH ELBOW 22.:5 DEGREE (MJ X MJ) STA:0+57.84 (SIDE SEWER CROSSING �� E�Ev o W MAINTAIN M1N. 12" VERT RisER Roo z CLCARANCCI / = 322.0 EX 4 PVC SIDE o SEINER PER FIELD LOCATE �� x _ _ _,yr L� ___- �� —_ M N 7' DEEP O0 � _ _ _ � n lJ I �`����� .n O ,�.r�'6. 3: a � -t:. �t �: �'+s• • � — — — .�:.� ...: O . �+.��.. �•�.���� � � � 4 IN ELBOW 22.5 DEGREES (MJ X MJ) OF 4 DI PIPS FINISHED .GRADE 42 !- F � 26 LF OF 4,, DI PIPE 1 + 14.69 0.00 4 INCH 45 DEGREES ELBOW (MJ X MJ) 1 2 » DIA' PVC SLECVC. F��L THC AREA BCTWCD PIPES VVI TB SANS 1+15.49 0:00 0R CD� 1 +23.22 0.00 4 x 4' IN DI 4 IN GATE VALVE TEE (MJ X MJ) 2 LF' OF 4" DI PIPE LF OF 4" DI PIPE) I � +18.23 0.00 4 I N GATE VA' FL X FL 30 5 0+00.00 0.00 4 INCH DI TEE 20 P �U C AND CAP THE END 0 E THE TEE. PROV DE CONC. THRUST BEOCK NG BEH ND THE TEE '15 10 CIVIL DESIGN 2018 156TH AVE NE BLDG. F SUITE #100 BELLEVUE, WA 98007 OFFICE: (425) 372-2188 EMAIL: POURAZARISC�? azariengineers. com WEBSITE: vww.azariengineers.com � of 2q� �. PoU ����, of was�j�c� _� . ��� ��� ��GI STEg�9 �SSIONAL �. V' 0 0 Q w 30 00 � W �1-� 00 <oco Coco �� NN �I� �� N N d� d- d- �I- N N � � 00 00 � � �"� �"� �"� �"� � � �O Cp I� � � � � � ^i -0+25 2+00 1 +80 1 +60 1 +40 1 +20 1 +00 0+80 0+60 0+40 0+20 0+00 -0+20 �� �-L� o C� C --_ L �' �_C sca�E � — ��,. �I APPROVED FOR WATER AND SEWER CONSTRUCTION OLYMPIC VIEW WATER AND SEWER DISTRICT DISTRICT ENGINEER 0 ASSIGNED DATE SUBJECT APPROVAL OF OTHER PEPERMITS FROM AGENC HAVING JURISDICTION \ ' O o Call before you dig REVISION Apr 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT a -- r Revisions: �REVSD PER OVWD COMMTS �REVSD PER OVWD COMMTS 03-14-24 0 0 Job No.: 223011 Date: 04/01 /2024 WP 4 (s of s) SEE TRENCH SURFACE RESTORATION DETAIL SUBSEQUENT �/ � BACKFILL-� �� N •i - // o INITIAL BACKFILL �� WIDTH EQUALS PIPE O.D. +16" FOR MAIN LINE CONSTRUCTION OR 24" OR LESS FOR SERVICE LINE INSTALLATION i i NOTE: ASPHALT RESTORATION SHALL BE IN ACCORDANCE W/ AGENCY OF JURISDICTION 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 D698 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. OLYMPIC VIEW WATER &SEWER DISTRICT REVISIONS STANDARD DETAIL TRENCH DETAIL DATE SCALE OWC N0. 10/16/18 NTS W-6 � TRENCH DETAIL SCALE: NTS �� NOT NEEDEp GV WILL BE PROVIDED ON WE7 TAP �nol to cNTln I VIIF-ASSEMMED. OON TAT[ MPNOVTO Q VAIVL I � OOU6lf CNEac VALVE IXTECECR ASSEvBE� . ,e• +e• uM. -�' V I o • I i I r.��lTc I I y Q I � u TuwBO �oun.+.c A01/�CN I �' �j 1 I # ��•' K1EA DfTo SUPa.YD ! WSTK.CD 9� I � - 04TR'CT AFTER PArMEM OP aRfrNli!wi TEES - - - - - � . a( � : y ' ` � � .. ��`� WUBIi U[A+• 110 (MODEL-L.W IMTDI- TYPE 0) IADDER PEN OVW9D STANCAAD s AUGNE➢ WITH NATCN. OE)'1ERAL NOTES: T. ALL IEST COCKS MUS7 9E PRCYOED WI'H 9RASS CAPS. 2 ACCESSES: (H-20 TRAFFIC RATED) 3. VAULT COVER GUTTER DRAM/ SHALL CONNECT TO A DRY WElI OR CATCH BASM �. DCOl1 MUST BE TESTED BY A OUALIFlED TESTER. TEST RES:lliS MUST BE SENT TO OIS'1RICT AFTER INSTAl1AT10N k ANNUALLY THEREAFTER. S. A DISTRICT APPROVED VALVE IS RECtAREO BETWEEN THE SUPPIr MAW AFiC TkE VAULt VAULT SIZES - PIPlNG & DETECTOR ASSEMBLY S1Z:" METER SIZE AND TYPE MINIMUM INSIDE VAULT DIMENSfONS (EXCLL/OES SIAMESE CONNECTION) LEIVGTl'+ w1oT1a 3" 8'-0" 8'-0' 4' 8'-0� 6'-O' 6' 12'-0' 6'-0' B" 12'-0" 6'-0' OLYMPIC VIEW WATER &SEWER DISTRICT ---1,- REVISIOt�IS STANDARD DcTAIL OLYMPIC VIEW DOUBLE CI�ECK DETECTOR ASSEMBL'� TOP VIEW SHEET 1 OF ? oAi2/OS/T8 ANTS oro � W-IOA DOUBLE CHECK DETECTOR ASSEMBLY (TOP VIEW HORIZONTAL BLOCKING pipe BEARING AREA OF BLOCK SOFT. Size DIA. TEES do 90' 45' 22-i/2' IN. BENDS BENDS BENDS BENDS 4" 3 i 1 i 6' 4 4 2 1 8" 7 6 4 2 10" 11 10 6 3 12" 16 14 9 5 NOTES APPROVED RESTRAINED FITTINGS MAY BE USED IN PLACE OF THRUST BLOCKING. LENGTH OF RESTRAINT TO BE APPROVED BY DIST. 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 10 MIL PLASTIC TO KEEP CONCRETE OFF BOLTS. LAYOUT TO BE APPROVED BY DISTRICT PRIOR TO CONCRETE POUR. REFER TO OVWSD APPROVED MATERIALS LIST FOR MATERIALS TO BE USED. OLYMPIC VIEW WATER &SEWER DISTRICT REVISIONS STANDARD DETAIL THRUST BL❑CKING DATE SCALE DWG NO. 10/16/1$ NTS W-4 2 THRUST B�OCKINC SCALE: NTS NOT NEEDED GV WILL BE PROVIDED QN WET TAP stoa ram, RIL01I Nrc+sTlx \ EODAT1pN t0 � 72. OETENYNFi7 � GSTRICT \ n+��o [a�x DOUBLE LEAF ��-20 tRAi=IC BEARDiG VD wrtN DRAIN ROTS I C - � ' I � .. SNMESE CDNNECTiOTI {AS REO'0 BY TIRE DEPT PRAI/ PIPE (OIGNN 10 JNr IIEll ON CD) Cr - � LADDE - APWA STD PLAY /4t) � ��.; EtETEN OUT AS REQU� I �4 i0 WRM HATCH t C � te• MN. m►1 i C _� -ROIIH sJ�' IIEr•�+ tc BE C - - - � z AIPPUCD � 3 tMIL � P15TML© s' s nsT T M IE � E-��:... PNEV1111N0 TIES � / AOJVSTABIE wPE SU �µ� I �. MOST VAULT SUMPS NOW .tom-Rl�-OIiAW TYPPICALLY LOCATED NEAR ENO OF VAULT e' -s1N• ulNus csTr. usuPACTEo •WASiIT� DRNN ROCx �u es; DENsIn s oRw-wwL oeawEm-ra�►�aa-+eraa-0NPmH-alarN t 9UMV PUMP REOUIHf:U SUMP UHAIN tiHALL BE I YP t T' OR AT MIN LARGE ENOUGH TO ACCCMAMOUA I E HYDROMAT IC OSP33 5UMP PUMP ON APPROVI_D EOUAL, TRIM GRATE AS NEEDED IF GRATE PROVIDED PROVIDE. ELECTRICAL POWER PER APPLICABLE CODES. t 1?s• DISCHARGE PIPI'. ENCASED IN O I.P. TO NEAREST CATCH BASgJ OR APPROVED LOCAL i OLYMPIC VIEW WATER &SEWER DISTRICT REVISIONS STANDARD DETAIL. OLYMPIC VIEW A 'L Y SLOE VIEW SHEET 2 OE 2 an lCAlt tIMD Mo. 12/OS/18 NTS W-108 DOUBLE CHECK DETECTOR ASSEMBLY ASIDE VIEW TYPE "A" BLOCKING FOR 11 1/4'-22 1/2'-33 3/4' VERTICAL BEND VB S D L w x � U Z ? N w (nl- Lil aQ a o w � � � d- �O- w o 0 (D W J� UQ � w > w o L� Z � Y � J U m O Z ao z w 07 U W U�i w oz `�' � a � N = � Wv O�w ao� o� z o U W � �� = O� �- wvz o z � 4" 300 1 1 1 /4 8 2 5/8" 1.5 22 1 /2 1 1 2.2 2.0 33 3 4 17 2.6 g" 300 1 1 1 /4 1 1 2.2 5/8" 2,0 22 1 2 25 2.9 3 3/4 41 3.5 8., 300 11 1 4 16 25 5/8" Z.0 22 1 /2 47 3.6 33 3/4 70 4.1 3/4" 2,5 1 2" 250 1 4 32 3.2 5/8" 2.0 22 1 /2 88 4.5 7/8" 3.0 33 3/4 132 5.1 1 6" 225 1 1 1 /4 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 /4 91 4.5 7/8" 3.0 22 1 2 225 6.1 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 22 1 2 320 6.8 1 3 8" 4.5 33 3/4 480 7.9 1 7/8" 5.5 TYPE "B" BLOCKING FOR - 45' VERTICAL BENDS VB S D L 4" 300 45 30 3.1 5/8" 2.0 6" 68 4.1 8" 123 5.0 12" 250 232 6.1 3 4" 2.5 16" 225 / " 20" 200 24" IOLYMPIC VIEW NOTE 2 3' MINIMUM UNDISTURBED EARTH 3000 PSl CEMENT CONCRETE POURED IN PLACE � s TY E "A" BLOCKING NOTE 2 � NOTE 3 -� \ I-� D � c o 3" MINIMUM J D � FUN�DInS�TURBED A � e e v 3000 PSI e o CEMENT CONCRETE POURED IN PLACE � D l s J TYPE "B" BLOC�L� PJPESLA�dP CLAMP SIZE (DxW) 4" 3 8 x 2. 6" 1 2 x 2-1 2 8" 1 2 x 2-1 2 12" 3 4 x 3 ls" 34 x4 20" 1" x 5" 24" 1 •• x 5" 478 7.8 1 1 8 4.0 _NOTES: 560 8.2 1 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 BE USED ON ALL M.J. FITTINGS. OLYMPIC VIEW WATER &SEWER DISTRICT REVISIONS STANDARD DETAIL VERTICAL THRUST BL❑CKING DATE 12/1 /21 SCALE NTS DWG N0. W- 4B 2A VERTICAL THRUST B�OCKINC SCALE: NTS ti3PPROVED FOR WATER AND SEWER CONSTRUCTIO Y�MPIC VIEW WATER AND SEWER DISTRIC� DISTRICT ENGINEER 0f� ASSIGNEE DATE SUBJECT APPROVAL OF OTHER PERMITS M AGE SHAVING JURISDICTION REVISION Apr 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CIVIL DESIGN 2018 156TH AVE NE BLDG. F SUITE #100 BELLEVUE, WA 98007 OFFICE: (425) 372-2188 EMAIL: POURAZARISC�? azariengineers. com WEBSITE: vww.azariengineers.com �/ol/ �. P OU ����, of was�j�c� � H 3965® ��� ��GI STEg�9 �� �SSIONAL ��1 a i fIT /^�' V L �� w � W-� Ea -+ '--� � h--I E~ E-+ W W E/] Revisions: �REVSD PER OVWD COMMTS �REVSD PER OVWD COMMTS 03-14-24 Job No.: 223011 Date: 04/01 /2024 WP 5 (s of s) NTS NTS SEC D D TCC �ECCD CATCH BASIN PROTECTION. ALL CBS WITH SLOTTED GRATES WITHIN 50' OF THE DOWNSTREAM SIDE SHALL BE PROTECTED BY FILTER SOCKS. KEY CONSTRUCTION NOTES O EXISTING STRIPING LANE, IF DISTURBED SHALL BE RESTORED. O EXISTING SIDEWALK SHALL BE REMOVED AND REPLACED IN FULL PANELS PER CITY STANDARD DETAIL �TR-531. THE LIMITS OF REMOVAL 8c REPLACEMENT SHALL BE VERIFIED FROM CONTROL JOINT TO JOINT IN THE FIELD. O EXISTING CURB 8c GUTTER SHALL BE REMOVED AND REPLACED AS DIRECTED BY THE CITY INSPECTOR AND PER CITY STANDARD DETAIL �TR-520 ® UTILITY PATCHES WITH LESS THAN 20' OF SEPARATION SHALL BE COMBINED AND FULL WIDTH OR HALF WIDTH OVERLAY WILL BE REQUIRED DEPENDING ON THE EXTENT OF DISTURBANCE. WHERE UTILITY PATCHES FALL WITHIN ONE TRAVEL LANE THE OVERLAY SHALL BE EXTENDED TO THE CENTER LINE OF THE ROAD. WHERE UTILITY PATCHES EXTEND INTO BOTH LANES THEN A FULL WIDTH OVERLAY IS REQUIRED. O FILTER SOCKS SHALL BE ADDED TO ALL EXISTING ONSITE AND DOWNSTREAM CATCH BASIN FROM THE CONSTRUCTION SITE PER THE CITY STANDARD DETAIL �ER-902. �OTDo TH S PDA� SHDDT S PREPARED DOR THE SSUA�ICD OD A R CHTOD—WAY WORK ORDER PERM T FROM THE C TY OD DDMO�IDS. DOR A�� OTHER CO�ISTRUCT0�1 I�OTDS RDDDR TO SH DDT WPC. COMPACTION TESTS REQUIRED Compaction tests required for trenches in 100th Ave W. 95% compaction required. CDF not allowed. Submit test results to City prior to paving. Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. TESC MEASURES SHALL BE INSTALLED PER CITY OF EDMONDS STANDARD DETAILS AND MONITORED AND ADJUSTED THROUGHOUT THE COURSE OF THE PROJECT. FILTER SOCKS SHALL BE INSTALLED IN CATCH BASINS DOWNSTREAM OF THE PROJECT. EX SDMH RIM=313.92 C/G &SIDEWALK FORM INSPECTIONS REQUIRED 1. , ':.'1 :•;• .. ;:,;.�. ..:. :,.� . I. j. . j -.�' : ' . �. '..Y �. y' l `;.� r. }: ;. ,�:, :.�. �' f 'J :. - ;` `,.: ._ f .. �l �' _ i. r " ,•r. r . �.: i .1.:. l �. l�• ' .;: .r. r ,.r r. �• J:.._. :.!. , ' -�: ::r r: �r r.: .:;: .r .. ...: 1: I' •f �f . F . f. .::f.. :t t ;.-r OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE U z 0 U N U z EX SSMH RIM=312.53 I.E.=302.83 (IN S.) --r-------- SCADEe 1 " — 20' 20 10 0 20 40 SCALE IN FEET FIRE LINE $ WATER METER � WATER VALVE � FIRE HYDRANT � FIRE DEPARTMENT CONNECTION (FDC) � � � WATER LINE FITTINGS 2 WP_5 ENGINEERING DIVISION APPROVED AS NOTED 4/30/2024 RESUB Apr 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT O a Call before you dig AZI�� C®�s�����Gr �1V �r�1V��1il�S, ��� CIVIL DESIGN 2018 156TH AVE NE BLDG. F SUITE #100 BELLEVUE, WA 98007 OFFICE: (425) 372-2188 EMAIL: POURAZARISC�? azariengineers. com WEBSITE: vww.azariengineers.com ��� ��GI STEg�9 �SSIONAL �. V' 0 O Q z 0 Q w W �� ��� ��� w � � O �[�® � � � � w w w � a ��� � � w w w x Revisions: �REVSD PER OVWD COMMTS �REVSD PER OVWD COMMTS 03-14-24 0 Job No.: 223011 Date: 04/29/2024 www.invarion.com PERMIT: City of Edmonds CUSTOMER: RairHomes CONTACT. Blair Roberts 206.999.6290 LOCATION: 22811 100th Ave W PROJECTMO: Needlepointer Fire Line Installion DESIGNED BY DONNA SANDALL WA TICS ES2 000356 ATSSA TICS 581686 FL MOT/TTC 70055 DATE: 03/14/2024 PAGE 1 of 1 Legend Cone R9-9 Sidewalk Closed R9-11a(L) Sidewalk Closed, Cross Here R9-11a(L) R9-11a(R) Sidewalk Closed, Cross Here R9-11a(R) ® Safety Barrier OW1-4 reverse curve O W20-1 Road Work O W20-5 Lane Closed ® Work Area Manifest 31 x Cone 3 x W20-1 Road Work 2 x R9-9 Sidewalk Closed 2 x Safety Barrier 1 x R9-11a(L) Sidewalk Closed, Cross Here R9-11a(L) 1 x R9-11a(R) Sidewalk Closed, Cross Here R9-11a(R) 1 x W1-4 reverse curve 1 x W20-5 Lane Closed J Fdmo 10, 35 RECEIVED APR 12 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W20-1 W20-5 R9-lla(R) } L i a L R9-9 I I I 141 I O I Ihl I W 1-4 1141 1111 30 I 141 Ihl Ro.o wow. W20-1 t I I o 4 I I y I I 3 I Ihl I Q 4 III }} 4 4 I MP 26.43 Notes: 1. All signs and spacing must conform to the City of Edmonds, WSDOT, and the MUTCD. 2.All signs are 48"x48" B10 unless otherwise specified. 3.Channeling devices are 28" cones with retro reflective banding. 4. Notify City, County or WSDOT authorities 48 to 72 hours in advance of work if required. PlansbyDonna, as the preparer of this traffic control plan makes no representation as to its general adequacy or being approved for implementation. TTC plans and devices shall be the responsibility of the authority of a public body or official (road owner) having jurisdiction for guiding road users. MUTCD 6A.01(10) WORK HOURS 8:30 AM to 3:30 PM CHANNELIZATION DEVICE SPACING ENI uPH TAPER TANGERT 51VTO tl HIAS 10 Eo SIGN SPACING • X (1) RURAL H1GFMMYS IS, MPH S05t RURAL ROADS N 155 MPH 505t RURAL ROADS E URBAN ARTERMES AIp MPH 55oe RURAL ROADS, URBAN ARTERALS E5 I b MPH 20D't l7J RESIDENTIAL S BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS NBs (2) (11A SPACING MAY BE AOIUSTEM TO ACCOMMODATE INTERSEC noNW 6 AND UEWIYS. (T THIS SPACING MAY BE EDUCED IN URBAN AREAS TO FIT POAINMV CONDITICMS MINIMUM LANE CLOSURE TAPER LENGTH - L heel) P-W Speed (nph) Wo N Nee 4 To Is M s5 +C t0 1vs 15o ms TA •x xc sx -1 10 1 2N fv. M Sx IIqsI No 12 ?J MINIMUM SHOULDER TAPEN LENGTH = U (feet) M10LADEA Posted Speed (nph) W.. Rees Ts To A NI III, m s 10 10 to so tro -To 1W No fro tM tIT •0 M M M To 'To I No aW m Ns USE A NNNIINN I DEVICES TAPER FOR 000I LESS THEN E. SARPSII DATA LONOITIJOKU 81 SPACS • 9 iFFED IFMHI A 10 ri •0 e5 50 Ss 10161 LENOTN ((i I IN I no I 2s0 I IDS I no I Qi Alt sro I INS Iiiii VMCLE ROLL AMUD DMTANCE • R MVWONTARE ATTEMNTOR 50 FEET IAM I HIM VENCIE INUGHT ISOM LIE THE IMIRAAAF to VOMIT MWl i N ACCORDANCE M M M 100 FEET MAX IIIIA/ACIIMIE RECOMMENOATIOM No SPEC"D 1`11 IRA deem 11W O A IM VUMi STRATEGICALLY LOCAILD TO SHIELD DISTANCE RM 11M ARIA REQUIRED ENGINEERING DIVISION APPROVED ASNOTED 5/2024