1215 80TH ST SW 2022 Plans 2025-08-07 (2)

WATERMAIN EXTENSION PLAN 1 SEC.12 SW,TOWNSHIP 28 N., RANGE 4 E. W.M. UTILITY CROSSING TABLE UTILITY CROSSING TABLE SSMH RIM=619.01 l p BOTTOM Ui1LIN TOP TOP UTILITY BOT CLEAR (IN) ® BOTTOM UTILITY TOP TOP UTILITY BOT CLEAR ( ) ivy C/L CHAN J 8"coNc(E)=sn.3 CB RIM=610.07 1 12"WATER 15"CPEP STORM 584.53 MIN 18" 16 6"WATER 15"CPEP STORM 587.62 MIN 18 CB RIM=609.41 IE 8"CONC(S)=606.6 EVERETT WATER GENERAL NOTES IF 4"PVc(W)=608.s 2 12"WATER 12"CPEP STORM 584.67 MIN 18" 17 12"WATER 15"CPEP STORM 586.71 MIN 18 o 111 A. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT IE 4"PVC(S)=607.7 CB RIM=610.49 z z IS 8"CONC(N)=605.4 IE a"PVC(NE)=609.1 IE BY MEANS OF AN APPROVED BACKFLOW PREVENTION DEVICE PRIOR 3 6"WATER 18"CPEP STORM 583.80 MIN 18" 18 6"WATER 8"SDR-35 SEWER 587.27 MIN 18 _ TO SATISFACTORY FLUSHING,TESTING,DISINFECTION,AND RECEIPT IE 8"coNc(E/w)=so5.15 IE 8"corlc(5)=6oa.55 4 12"WATER 18"CPEP STORM 583.56 MIN 18" 19 12"WATER 12"CPEP STORM 587.89 MIN 18 o 0 20 40 80 I. 3 SO OF SATISFACTORY BACTERIOLOGICAL TEST RESULTS. g o V B. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY 5 6"WATER 10"CPEP STORM 587.22 MIN 18" 20 8"SDR-35 SEWER 577.62 12"WATER MIN 18 o c o / l ,APPROXIMATE LOCATION OF WATER THE PUBUC WORKS DEPARTMENT AT THE DEV0.0PER'S EXPENSE. 6 12"WATER 15"CPEP STORM 582.98 MIN 18" s >> rc Z W�� _ THE PUBUC WORKS DEPARTMENT SHALL BE GIVEN AT LEAST 5 7 6"WATER 12"CPEP STORM 583.32 MIN 18" 22 6"WATER 8"CPEP STORM 588.70 MIN 18 0 o m&J V • c CB RIM=610.15 -�ouc_ BUSINESS DAYS NOTICE FOR EACH CONNECTION.THE PUBLIC n N a) I L � IF 4"PVC(E)=608.0s WORKS DEPARTMENT SHALL THEREAFTER DETERMINE THE DATE AND 8 12"CPEP STORM 568.07 12"WATER MIN 18" 23 2"WATER 10-CPEP STORM 589.39 MIN 18 W IE 8"CONC(N=607.8 TIME AT WHICH THE CONNECTION SHALL BE MADE. g 12"WATER 18'DI STORM 584.60 MIN 18" 24 12"WATER 6"WATER z Z I CONTRACTOR TO FOLLOW CfTYmOF ) z^Zi Zi i EVERETT DETAIL 614 FOR TRENCHING IE 8"coNc(w)=6ozs IE g y y< LLI O • C. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT 10 12"WATER 10"CPEP STORM 585.19 MIN 18" 25 6"WATER 8"CPEP STORM 588.22 MIN 18 m m LL O n ON SHEET C16 AND PAVEMENT IE 8'C a z m o RESTORATION PER DETAIL 326 ON STANDARDS. 11 6"SDR-35 SEWER 571.60 12"WATER MIN 18" a X J SHEET C22 0 a a a W Know what's be I ow. \ 1 ur D. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY 12 6"WATER 15"CPEP STORM 586.44 MIN 18" �, w W.W. Call before you dig. d _ �w PRIOR TO THE START OF CONSTRUCTION.THE CITY OF EVERETT Z LLl PUBUC WORKS CONSTRUCTION DIVISION MUST BE NOTIFIED AT 13 WATER 8"PVC STORM 572.14 MIN 18" �+ LEAST 24 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. RLA _-Jr u 14 WATER 15"CPEP STORM 593.38 MIN 18" � E. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL 15 8"SDR-35 SEWER 592.56 WATER MIN 18" -- o IE 8"PVC -� o m m m m m a cr I `✓/q..1 / -I NOTIFY THE PUBUC WORKS DEPARTMENT OF A PERSON WHO CAN --- =605.5 coNc ano i _ \ BE CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION ON A UTILITY CROSSING NOTE: \ os \ W Y Wo1 FLq NEW CONNECTIONS TO BE PERFORMED i CONTRACTOR SHALL MAINTAIN MINIMUM VERTICAL SEPARATION BETWEEN \\ as i x o Q BY CITY OF EVERETT WATER III 24 HOUR BASIS. m S S S S m m CB TYPE II RIM=615.48 - P ES DEPARTMENT UNDER SEPARATE UTILITY LPL- UTILITIES AS REQUIRED BY JURISDICTIONS HAVING AUTHORITY.CONTRACTOR TO ENTION Q I / IE 12"CPEP CB RIM=607.06 w rn LOT B F. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERIFY SEPARATION REQUIREMENTS PRIOR R CONSTRUCTION AND NOTIFY OND I =601.3 - s c c c c IE iz"cPEP(s/E)=6oa.4 �o PERMIT BASED H A COST ESTIMATE / F. ENGINEER OF ANY DISCREPANCIES. of 12"cPEP(sE)=so3.8s m di PREPARED BY THE WATER DEPARTMENT/ (00392200000700) VERTICAL SEPARATION BETWEEN POTABLE AND NON-POTABLE \ iw CONVEYANCE SYSTEMS. l I I I (845,379 SQ.FT./19.41 ACRES) _ N N o I � 0 / ( EX.8"SS UNE�\\\ r CONTRACTOR TO FIELD LOCATE AND CB TYPE II RIM=615.39 -- o / G. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBLIC I VERIFY SIZE,VERTICAL AND HORIZONTAL 3 w a w r a n ro S IF 1z"cPEP sE N-so8.s / WORKS DEPARTMENT PERSONNEL ONLY.ALL VALVES,NEW AND 1 1.2 LOCATION OF EXISTING WELL WATER mz c EXISTING,SHALL BE ACCESSIBLE AT ALL TIMES. IX.WELL WATER ✓ UNE PRIOR TO ANY CONSTRUCTION. 3 W TE AND __ UNE _NOTIFY ENGINEER WITH ANY w / MH RI RI % AN 0 Z -- N H FOR POWER. ---i w;. iu,ru. �u --- - DISCREPANCIES. I cHAN "coNc LOCATION OF EXISTING 12°WATERMAIN _____________ y O R _ ... _ - _�y...� ' _ -L $ % i - _ - ------ .. 237 LF D.I.CL 52 A\ 14 (5/E/w 605.7 .PRIOR TO ANY CONSTRUCTION.NOTIFY ------------ - y--F==y'---'------- ---^-- -_ �� L \I 11 ENGINEER WITH ANY DISCREPANCIES. - 10 LF D Si'02'46"W 1012.11' _ e /I.j -- ____,_____Bg LF 6°D.I.CL.5 10 15 6°D.I.CL.52 30 LF 6"D.I.CL 52 __ __ -594'__9_6___ 18 _ _ i Gate valve(North side of hydrant) �r 4 22 LF 12" - -`� 17 ^ � 63 LF 6"D.I.CL.52 J -.614 1 / / / / ... D.1.CL 5 ��94 W 1/ .129 LF 12"DI CL 52- � ' 00 fL 25 LF 6"D.I.CL.52 00 I r OO �Q 2 10 LF 12"D.I.CL.5212 _ .1�• S - >. _ - 2 / // /�Z O co 00 146 LF 121"D.I.CL.52 _ _' --- - - / �`M' i I I 2 g� �� / �� / 1 JBOX 0 E 0 W Q N I �� _ - TRANSFORMER.COORDINATE `. _ - / �90 W -110 LF 12"D.I.CL 52- -/ ✓- ��- - 19 _-•3 / Q 3 'T m COORDINATE WITH PUD / /' _ _ _ _ _ _ SNO\MISH PUD � I YI"�I � .{ -- - WATERMAIN KEY NOTE TABLE ,9 LF, .I.a 5 / ---257 LF 12"D.I.CL 52--- = - / LLI ^ O -612 I 1119 LF 12"D.I.CL.52 - - q U 0 In cr \ I I I O INSTALL: L--- / CB RIM=584.97 1-12"x12"CUT-IN TEE(FLxFL) INSTALL INSTALL ----- --- __� 1 _ 11-- IE 8"PVC(SE)5�8 Q Z C4 3-12"GATE VALVES(FLxMJ) © 1 1/2"DOMESTIC WATER 1 t 1-45'BEND(MJ) _----/ ✓ --- - O -- -- - -- 45 De Tee Bends N / . o CONC.BLOCKING METER AND RPBA W/2" CONC.BLOCKING - DDCVA TO BE LOCATED IN -__---- --- g Q = cc CB TYPE II RIM=609.14 •a' 6�. 'rl I I - 13 II I' (CONSTRUCT PER DETAIL 514 SERVICE UNE (FIELD VERIFY SIZE OF THE MECHANICAL ROOM =---- 15'PUBLIC WATER ill cc L U IE 8"GONG 5=606.Ot n {' I/T�� N - -� EASEMENT,TYP. I I poNCRE.E G 0 / i ,- ON SHEET C75) (CONSTRUCT PER DETAIL 502 EX.WELL WATER LINE) , /r- -r' III °LE W IE 1z"cPEP(w)=so1.4s o °�ry��o,� �-+r N I 1 •._ AND 518 ON SHEET C15) IE 15'CONC(E)=601.35 5p.I 1 2 INSTALL: INSTALL' `--- / / ti 4-r Sys 1 �I -- O 1-12"x6"TEE(FLxFL) Q NOT USED 1CONSTRUCT PER CITY - /// _ / / N-L1�/ 20'TEMPORARYh8� Z 1 1/ I - 1-6"GATE VALVE(FLxMJ) ( i / / 111\\ CONSTRUCTION _/ 3 O I 1-5 1/4"MVO FH ASSEMBLY STANDARDS) 04 \ N'1 I I I II I CONC.BLOCKING / ✓ CB RIM sOs 20 ' I I I 00 2 L T 16 (CONSTRUCT PER DETAIL 507 6 INSTALL: 0 INSTALL: ___- LOT 8 �' / / `\ EASEMENT__�8T II_ - ON SHEET C75 O 1-FDC 1-FIRE HYDRANT NEW BUILDING i� IF 8"CONC(N) 606.15 i 1 I O �1 ��• ��) (CONSTRUCT PER DETAIL 507 ON 596, I �u81p� n� I I n h 3Q INSTALL: 45 Degree Bend(MJ) SHEET C15) AREA-166,590 SF m I' 1-12"9 EN MJ Ff'594.00' / -- PROPOSED - p a I 1 1 I •l I I CONC.BLOCKING INSTALL: APPROXIMATE AI \ I I �- 0 (FLxFL) ) O ) ' - CITY OF EVERETT BLA _ o I I I I g NOT USED i > -' o I I 1"IRRIGATION METER W/DCVA © §76 LOCATION OF GAS "\ I I I 4 INSTALL: LOT C j 1 - 'I � ,' I �1 I 1184 LF 12"D.I.CL 52 I 1-12"x6"TEE FLxFL (CONSTRUCT PER DETAIL 520 ON - I 413 LF D.I.CL 52 FOR POWER. - - I I SHEET C16 _ 113 �e COORDINATE WITH all I I I I h'1 I 1-6"GATE VALVE((FLxM - FILE NO. REV121-081 PURVEYOR A� ' I q I: 2-12"GATE VALVE(FLxMJ) 10 INSTALL• RECORDIGN NO. 202112105001 y86� / j I I EXISTING 8'PVC TO BE REMOVED 9��CONTRACTOR TO FOLLOW CITY OF 1-90'BEND(MJ) � - 1P EVEREFI DETAIL 614 FOR TRENCHING -I CONC.BLOCKING _ lI I I AFTER STORM SEWER CONSTRUCTION �• II 'I CONSTRUCT PER DETAIL 507 ON CONC.BLOCKING - (00392200000800) - �149 LF 12"D.I.CL 52 / XI zm Ex.SSMH E _ON SHEET C16 AND PAVEMENT i� ( - !� J?1 (FIELD VERIFY SIZE OF __ (526,294 SO.FT./12.08 ACRES) _- J' _- I I 1 / -5T8 RIM 60802 RESTORATION PER DETAIL 326 ON I 1 SHEET C15) IX.WELL WATER LINE) NOTES: gg4� I I I / /- C/L CHAN 8"CONC ' I I' I 42768 Q SHEET C22_ I I 5O NOT USED - _ I -6 (E71 /w) soo s n•�I I 1 1.INSTALLATION OF FIRE LINE SYSTEM 2. BLOWOFF AND AIR VAC ASSEMLBIES �`� I I� 1 •sy I i it P�. 1 SHALL BE DONE BY A WASHINGTON SHALL BE INSTALLED AT LOW AND -_ / / N I I 13 / -/` Ffs/�/ APPROXIMATE LOCATIO `1I,'�ol I I I d? �I I' 1 ^\J ------- I ONA I E� 10'EASEMEN - I: 1 I1 'p1 1 STATE LICENSED FIRE SPRINKLER HIGH POINTS ALONG THE PROPOSED i -- �6� 1 I NEW CONNECTIONS TO BE PERFORMED f� CONTRACTOR. WATERMAIN. / PUD NO.1 OF SNOHOMIS of _ - REC.NO.8903160� N I�I I I I BY CITY OF EVERETT WATER I• (\ i _- / I I 2 24 23 I I DEPARTMENT UNDER SEPARATE UTILITY i •- .- � // i� ---�_� �68' / I 1.✓ LOT A SDMH RIM-604.. I I PERMIT BASED ON A COST ESTIMATE 1 / _ - `; -`"- ' - _ _ _ _ /_ (00392200000100) _ IE 8"CONCISE)=61i I I PREPARED BY THE WATER DEPARTMENT ``' "`,:s / _. ;-1 •� n I�.•, •!t /\` -.,/X; �.. _ __ _ __ _ _ ___ _ .. ...-. -,�. .- �•' �' ^ L '/ .n h / I I I '(128.878 SQ.FT./7.82 ACRES u a IE 8 CONC(S)=59E.. F,I I I - - >� L� ? /� - _ IS is"conic SE)=60: °.,/ '.' ' 30 LF 12'D.I.CL ° Et IS 12"CONC(N)=59F.-.. j i 12"CMP(CONTROL)=602.` p'y J/�� 20 LF 12"D.I.CL 52 •� ! 136 LF 12"D.I.CL.52 592 .• i. 36 LF 12 D I.CL.•52 CB RIM-603.66 I S 3 S m IS 8"CONC(N)=601.45 II I \ ` l o lJ'�I / t711 u� 127 LF 12 D I CL.5P / 98 LF 12 DI CL.92 Sgp I m7 1 I / z ti m "• , 27 LF 12"D.I.CL.52 S 13 LF 12"D.I.CL 52 - 70 LF 12"D:f.CL 52 i.• .0 I rr,. - - �S - '.,• ,. .. -14 LF 12 D.I.CL 52 RIM-603.'J1 it o, . I I I 2 •• /., e - - I I SOLID L D 1 \ 1 1 y / o CBI IM=6'] I 1 _ 3 / 66 LF 12 D.I.CL.52 N IF 18"(S/N)=59Z91 � TIE CONC n�o�i J 5g0- / / 44 LF 12"D.I. CL. 52 �� I I � /EX.WEJ..L�A R�NE / // �_ Rig v 3 m �10 .o. / 13 i INI I _rpn / tj E m / / b 01 I I I h 1 I co 10 W WELL HOUSE / C 568 - D--- Gate Valve(north of hydrant) 207 LF 12"D.I.CL.52 / / / j / % i i N�I z $' i o� / N I '^ 11 -588- 3 / 8 / 11V / / / / / CONTRACTOR TO FIELD LOCATE AND N _ - T- N _ 10 TEMPORARY VERIFY SIZE,VERTICAL AND HORIZONTAL p t 6"D.I.CL.52 l (\ I S \ / 1 3 / A CONSTRUCTION / _ LA LOCATION OF EXISTING WELL WATER �� 30 LF 6'D.I. - CTION m 14 LF 12"D.I.CL 52 f- �� % / �,/ LINE PRIOR TO ANY CONSTRU N 2 CONTRACTOR TO FIELD LOCATE AND PEII =596.31 I 161 LF 12 .. 1 / J / /-5/ o -NOTIFY ENGINEER WITH ANY LU a JBOX FOR POWER VERIFY VERTICAL AND HORIZONTAL -L Ir Ex PIPE(E)-5b01±_ ' 13 i / 11 11 ____ / /'' ' '� 3 / DISCREPANCIES. C 0/M D CL 2 6 --> €6 Pv .� w� N a1 >O LOCATION OF EXISTING 12• TER IN /r- - __ _ ' PRIOR TO ANY CONSTRUCTION. NOTIFY -iP - � \ ___ _ - -- __ __ _ _ - ____ _ _ ____ �__--rL___�' / 'i-- I "CM C Q 00 rN.I COORDINATE WITH I 11„_ _ -►-. - _�.- - -\ _ _ -- ____T /, - � � / I 3 0 N SNOHOMISH PUD Q ' ENGINEER WITH ANY DISCREPANCIES _ � +� -5g6- ----___ 7 -__--�------�_-------- - ------_�_ - - X Isa.1$S +� c Q / ENDi` / u m / RE/AR w/CAP /; \ . I T �- o�- --_� op._- a -%----__ -��_�' �DETFNTIDN jn N SE CORNER LOT 16 � - �• Y �� ( `� \ ___ - __ ___ __� _ _ h /r___%�./�' i n_--��aDi� �_>-'._-'�..`o rti.�'/ \ \OND \ I Ilm LA a+(V FND MIC 3O' WHP LS 3C28 -__--- �� I I T . / i = i� -��n =�n_ b� �.n in �i N 7 -�-- CONC MON '" x o (/21) ` _ ---_ �----,-- -- � ___ _-iY __�• - rt �� - - �// � m C� Or Y� W/LEAD q� ,�.•\ I v I FLIT �I _ - U ✓ '" -W - -_ --- --- ----� - - --�� ----- m- m� _ �;iS1'02'46"W - -- -- --- _----- ----'- � - �.C�8•�-1]NE � i ii i _�� - \ p SSMH RIM=564 86 V.THU�IEN C/L CHAN 8"PVC BURIED SSMH IE 4"CMP B THIS AREA E/4"DI FND 5/8"REBAR W/CAP (W/N)=551.3 NABE RE LOCATE)I- "RM 7892"(7/21) (STRUCTURE WAS BURIED CB RIM=596.02 \ i N D OFCLVERTE 12"CPEP(N) 592.8 \ CBRIM=581.89 2'+/- ROOTS IN MH)IE 12"CPEP S 576.9._ ( ) LOT 3 �_.PRUCIBURESI BUR ED 'L-T�--- IE 12"CPEP(N/SE)=576.7 15'UTILITY / CB RIM=586.47 CORNERSTONE 75TH ST ) 35'INGR S,-EJ E591 - ----- -_-- EASEMENT PER PARCEL n INGRESS,EGRESS& m m CB RIM=589.09 IF 12"CPEP(E)=583.15 SHORT PLAT A `o (V o / UTILITIES EASEMENT SO UTILITY IS 12"CPEP S-585.85 PARCEL LOT 2 AFN: 9311055001 280412003050C City of Everett Permit Review XoV EASEMENT PER ()- AFN: 9104245005 ` y E REC.NO.9311050332 IF 12"CPEP N=585.65 I 28041200305100 m AFN: 9311055001 O- I EVERETT Status:Approved as Noted \-,- i (V o 0 05/18/2023 4:18:23 PM 04 N