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HomeMy WebLinkAboutzW-4233setC'7 CM C'7 CM CV CV O I� Nt CV 6 r� W I-- W CITY i:IF RENTON NE 12TH ST AC WATER MAIN & STORM SEWER REPLACEMENT PROJECT CITY PROJECT; WTRIEWP 27" 233 ) 2026 A TWELL NO DATE VICINITY MAP BY REVISION MA YO R ARMANDO PAVONE RENTON CITY COUNCIL JAMES ALBERSON JR., PRESIDENT RUTH PEREZ, PRESIDENT PRO-TEM VALERIE O'HALLORAN ED PRINCE RYAN MCI RVI N CARMEN RIVERA KI M-KHANH VAN PUBLIC WORKS DIRECTOR MARTIN PASTUCHA PROJECT MANAGER JONATHAN CHAVEZ, P. E. JCHAVEZ@RENTONWA. GOV 425-430- 7208 PROJECT TEAM SURVEYOR SAM LLC 15241 NE 90 TH ST REDMOND, WA 98052 (425) 823-5700 x309 CONTACT- ZANE NALL, PLS CIVIL ENGINEER A TWELL 25 CENTRAL WAY, SUITE 400 KIRKLAND, WA 98033 (425) 216-4051 CONTACT- TA YLOR BROWN, PE \AAT W L lop- N 866.850.4200 www.atwell-group.com Pl- 32126 0 25 CENTRAL WAY, SUITE 400 F,p F0/STERN' G KIRKLAND, WA98033 S�0NAL i�� 425.216.4051 //2a/2J6 UTILITY CONTACTS NATURAL GAS & ELECTRIC (PSE): DUSTIN WELLER DUSTIN. WELLER@PSE. COM (206) 379-4347 OL YMPIC PIPELINE DA VID CRAB TREE (312) 594- 0207 TELEPHONE (FRON TIER): JA Y SCHWAB (425) 293-5290 CABLE TV (COMCAST): RA YMOND PILKENTON (425) 757-1793 SHEET INDEX 1 2 CV-O 1 r+A/_rg COVER GENERAL/ SHEET NOTES., LEGEND & S1JRVEY 3 WA-0I WATER PLAN - PIERCE PL NE O1TT 4 WA-02 WATER PLAN - PIERCE PL NE 5 WA-03 WATER PLAN - NE 14TH ST 6 WA-04 WATER PLAN - QUEEN AVE NE 7 WA-05 WATER PLAN - QUEEN AVE NE 8 WA-06 WATER PLAN - NE 12TH ST 9 WA-07 WATER PLAN - NE 12TH ST 10 WA -OS WATER PLAN - NE 12TH ST 1 1 WA-09 WATER PLAN - NE 12TH ST 12 WA- I O WATER PLAN - NE 12TH ST 13 WP-131 WATER PROFILES 74 SO-O 1 STORM PLAN & PROFILE - NE 7 4TH ST 75 SO-02 STORM PLAN & PROFILE - NE 12TH ST 16 SO-03 STORM PLAN & PROFILE - NE 12TH ST 77 >l Q SO-04 c c-Ql O— m 7 STORM RIGGING ROAD O PLAN PLAN C T /'7 & PROFILE - NE A T/ /'7 A/ PLAN _ O/ 12TH ST O GO/ A/ oig O_/"71-32 ROAD O CT/'7 A T/ /'7 A/ PLAN A/ _ A/ 7 ATU CT 2 1 e_ g O/"7A 13 19T/"7OAT/r3A/ AAA A/ — 9/ /EEA/ A � 22 O_0A ROAD O QTP7 A T/ P7 A/ PLAN A/ _ A/: �/=�AI 1 r7TLJ CT 20 O_P'7 G O P7 A /"1 O QTP7 A T/ P7 A/ PLAN A/ _ A/: 1 r7TLJ CT 24 0_/9 G ROAD O ECTP7 RA T/ P7 A/ PLAN A/ _ A/: 1 r7TLJ CT 2 G r7 G )gT_/9 1 /"1 T_ P72 P'1 CTA / / P'1 CT A / / C C ALL STATION, OFFSET, AND ELEVA TION REFERENCES SHOWN HEREON REPRESEN T MEASUREMEN IS TAKEN B Y NOR THLINE SUR VEYIN G INC. ON 9/1612 02 5 AND 912212025. ALL POINTS WERE MEASURED AT THE CENTER OF FRAME AND GRATE OR CASTING COVER. ALL LOCATIONS AND ELEVA 71ONS WERE MEASURED WHILE ON PROJECT DATUM TO THE ACCURACIES AS SPECIFIED IN THE CONTRACT SPECIFICATIONS. THE PURPOSE OF THIS SHEET IS TO SUPPLEMEN T THE RECORD DRA WING REQUIREMEN IS PER CON IRA C T SPECIFICA TIONS. SCALE: AS NOTED PL 0 T DATE: 112012026 % CITY OF RENTON BRIAN J. DARROW, PE � PROJECT MANAGER 1NASH I N GTOIV TAYLOR BROWN, PE ENGINEER CAROL DOGGETT DESIGNER ASmEUILTS W-423301 R-423301 EXISTING UTILITY NOTE EXISTING UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS ND 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 EXCA VA TION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCA TIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT 8-1-1 (WASHING TON81 1. COM) AND ARRANGE FOR FIELD LOCATION OF EXIS77NG FACILITIES BEFORE CONSTRUCTION. CITY OF RENTON PROJECT NO: W-42330 I NE 12TH ST AC WATER MAIN & STORM SEWER REPLACEMENT PROJECT CAG-23— 1 2 7 CITY OF RENTON WASHINOTON COVER SHEET JOB NUMBER 2 2- 3 5 4 SHT C V- 0 1 I SHT I OF 27 cr) N N 30.6' (AB) 428=8" DI (RJ) 75+75.01, 9.71' LT (AB) 7C . CA 27 O 70/ T 1-12'k8" CROSS, FLxFL 2-12" GATE VALVE, FLxMJ 1-8" GATE VALVE, FLxMJ 1-8" ADAPTER, FLxMJ 2-12" PLUGS, MJ 75+75.01, 8.3' LT, 8" GV (AB) 75+76.42, 10.48' LT, 12" GV (AB) CONNECTION A 75+89.74, 9.06 L T SEE FITTINGS ON DETAIL, THIS SHEET i 75+75.01 11.11 LT 8" GV (AB) ) - J6290004u 3515 NE 127H S ; " SITE UTILITY POTHOL! EX AC WATER MAIN INLET PROTECTION l�! 8062900005 1159 PIERCE A VE NE n � /j DETAIL, SHEET DT-pt::.: I �C • 2:5' N 75+48.04, 8.57' LT (AB) 75 . AA 2L O 50' / T Q 1-8x6 " TEE, FLxFL 0911500100 I 0911500095 1-8" GATE VALVE, FLxMJ 1203 PIERCE PL NE 1209 PIERCE PL NE 0911500090 1-8"APTER, FLxMJ I 1215 PIERCE PL NE 1-6" ATE VALVE, FLxMJ I'1 PROTECT DECORATIVE IW1 LANDSCAPING I 74+35.81, 22.31' RT (AB) 173+35.81, 23.23' RT (AB) - W 1 ?MJ206 EL =43-- �.F --- L� �75+11.41. 16.55`l�fi(A$L. •_-L �I ® I• � 1 2 MBS i �.y:^" J LAWN` h 1 i iPd•::::.::::.:::.:::.:::.::•:: _ s: �= � 1 LAW O C1P _ '=Epp=:- -OP i %/ �,� f': ' . -00 IW'1 PA -� -OPr . .=0P OP- - -OP- W -�--� , :I _ - - -----� 1.=114.-kIP6* r G- -G =fit _G _ _ • •.Q•. _ .�GL-: ' : ' . :::: ::. :::::::::C:::::::::::::::: s S5 ---ss ., . ::..:.:.:.:.:..:.::ICI �,�. }.. :�,_.:.::.::.::.::.:..:..:..:. W ao i.: T� _ , . . AD I.•• •.'.•.'.•:.•::•.'.•' •:.•:.•:.•: •:.•:.•:.•:.•:.•:.•:.•:.•:.•:.•:.•:.•:.•:.•:••I.• ••:•• :••:••.• :••:••:••:••:••:••:••:••:74:•::•::•::::••:•:.••.••.T.••.••.••.••.••. :.•:.•:.•:.•:.•:. ✓ • 225 �8" Dl .1?J v. _ 6`A i.• .• .• ZL �.• T i . Ej �8 GV D2iO, -- LAN Q 75+48:9yk 81.. •:. -SD- -SD- X -SD j- J--- 10 6.(AB : :1F SAWN -I• �D Sp.-_• LSD---- 423FNC I: •:. • GR1 •• : .�Q� \ EX SDMM •(700b) TYPE 11 48" ' I 74+38.86, 21.48� LT .4B} LCW �: Ln RIM 432.69 74+98.37, 22.2' LT (AB) -,5TRO TURF "���✓✓✓ I _ ,2 CY8" CONC lE 426.73E (PLUGGEGN. ENu UBL CINDER BLOCK r..8" CONC lE 424.75 (E) SWING GATE 73+50.99CONC 1E 424.69 (," ER MAIN TO 20.61 LT AB 75+48.71, 38.46' LT (AB) Rl� BE ABANDONED /Nts 1-5 1/4"�FH ASSEMBLY PER SEWER DEPTH PLACE (TYP) 091150015,, STD PLAN 310.1 & 310.3 uyllouu/60 0911500155 1216 PIERCE PL NE • �I I 28 -6" D/ 1204 PIERCE PL NE 1210 PIERCE PL NE `Q Z. I� I W/ TIE RODS n IN SCALE: 1 " = 20' 0 10 20 40 8" POLYP/GG/NG S'' PER STD DETAIL 3 0 Q op 8" DI can V� 8„ DI T W 6" AC Q c TESTING CONNECTION NE 141H ST -N � W KEY MAP 2 !i NOT TO SCALE 4 - 2 2 t NE12mST t 4 N£ 12TH ST L RT� ' N 4 36-MIN (1) `O O Q Q FROM TEE TOCKLE VALVEO DS COVER AB c� + �i N _ ^ POL YP/G CROSS WAS REMOVED AT _ k CZ + "� EX/STING GROUND N PER STD DETAIL 300.7 FINAL TIE-IN ON 812012025 (AB) 4 3 O O - W kCO ROAD TYP N W 4 3 O (AB)C PIPE WITH 3.5' COVER REMOVE TEMPORARY CAP & °pwiliN I' 1 BLOW- & CONNECT TO EX CONNECTION A -r W X M WT �„8 C90 BENB�-M� TEE (MJ X MJ) WITH 8" MJ PLUG (AB) SEE DETAIL, THIS SHEET - �u Z 2-8" D/ SPOOL, LENGTH TO F/T CROSS 0 FIRE - _ _ N 1-8" SLEEVE, MJxMJ (5.33' NORTH OF 8" TEE) (AB) HYDRANT 1-8" COUPLING, MJxMJ 8"D/ R✓ Q _ I' 1 8" TRANSITION COUPLING 2-8" 45' VERTICAL BEND, MJ W 1.25 WEST OF TEE AB eo W/ CONC BLOCKING EX 8" SD EX 518 GAS W lE 426.73E (ASSUMED 3' COl/ER) (TO BE CUT v' 8"DI & CAPPED) � EX 5 8" GAS 8" DI (ASSUMED 3' CO DER) I ' 1 - 420 - - EX 5 8" GAS 420 "DI z (ASSUMED 3' COVER) 8"x8" TEE MJXMJ 8" D/ rr J WITH 2 ECOLOGY BLOCKS c/) 5.33' (AB) W T (AB) cn ~�� V CUT, CAP & ABANDON 3: EX 6 AC Q Q CUT, CAP & ABANDON PIERCE PL NE EX AC EX/STING GROUND EL v E CA L E: 1 °= 2 O' H, 7 °= 5 V ® ROAD TYP o QD - o FINAL CONNECTION N 0 0i Q� oo o CONNECTION A 76 f 00 75 f 00 74 f 00 NOT TO SCALE NOTES O1" WATER SERVICE PER STD DETAIL 320.1 AND AS DESCRIBED IN PROJECT SPECIFICATIONS (SEE NOTE 9 BELOW AND CONSTRUCTION NOTE 9). 07HIS NOTE INTENTIONALLY LEFT BLANK. 3O1 1/2" WATER SERVICE PER STD DETAIL 320.2 AND AS DESCRIBED IN PROJECT SPECIFICATIONS (SEE NOTE 9 BELOW). ® INSTALL 1" AIR AND VACUUM RELEASE VAL VE PER STD DETAIL 340. J. 50 CONTRACTOR TO KNOCK ON DOOR AND NOTIFY RESIDENT DAY OF METER SWAP THAT THEY WILL BE ENTERING THE PROPERTY. ©REMOVE EXISTING FIRE HYDRANT AND VALVE CAN. PLUG THE VALVE AT THE MAIN. OABANDON EXISTING GATE VALVE. CONTRACTOR TO CLOSE EXISTING VALVE, REMOVE VALVE BOX AND LID. ® CUT & CAP EXISTING MAIN TO ABANDON. 9C�EXACT LOCATION TO BE FIELD VERIFIED BY THE ENGINEER. OO CONTRACTOR TO POTHOLE EXISTING UTILITIES /N ADVANCE TO SET HYDRANTS WITHOUT USING VERTICAL BENDS. 11 SERVICE MAY BE DELETED FROM SCHEDULED WORK ONLY AFTER DEMOLITION OF HOMES FOR THE TOWNS ON 127H PROJECT. CONTRACTOR TO VERIFY DEMOLITION WITH CITY PRIOR TO REMOVAL OF WORK. © 2026 ATWELL NO DATE BY REVISION CONSTRUCT/ON NOTES 1. ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED WITH MEGALUGS OR APPROVED EQUAL. REFER TO SP 9-30.2(6). 2. ALL WATER PIPE SHALL BE RESTRAINED JOINT PIPE. METAL TEETHED GASKETS ARE NOT ALLOWED TO ACCOMPLISH RESTRAINING. REFER TO SP 9-30.2(6). J. DEPTHS OF EX/STING UTILITIES ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTORS SHALL POTHOLE EX/STING UTILITES A MIN/MUM OF 200 FEET AHEAD OF WATER MAIN CONSTRUCTION TO VERIFY DEPTHS AT CROSSINGS AND CONNECTIONS ALL CROSSINGS SHALL BE EXPOSED AND VERIFIED BY THE ENGINEER. 4. POTHOLE EX/STING WATER MAIN PRIOR TO TRENCHING FOR INSTALLATION OF NEW WATER MAIN AT ALL POINTS OF CONNECTION TO EX/STING WATER MAIN. REFER TO SP 7-09.3(19)A. 5. COORDINATE WITH CITY TO ACCOMPLISH WATER MAIN CONNECTIONS TO EX/STING SYSTEM. CITY STAFF SHALL OPERATE ALL WATER SYSTEM VALVES CONTRACTOR NOT ALLOWED TO OPERATE VALVES REFER TO SP 7-09.3(19)A. 6. MAINTAIN 1 FOOT VERTICAL SEPARATION BETWEEN WATER MAIN AND OTHER UTILITIES UNLESS OTHERWISE SHOWN. INSTALL ETHAFOAM 220 PAD TO PREVENT UTILITIES FROM BEARING ON WATER MAIN WHERE SEPARATION /S LESS THAN 1 FOOT. 7. WHEN WATER MAIN PASSES UNDER EXISTING STORM OR SEWER, INSTALL WATER MAIN SO THAT THE PIPE ABOVE IS CENTERED BETWEEN WATER MAIN PIPE JOINTS 8. SERVICES UNDER RETAINING WALLS, ROCKERIES, HEDGES, AND FENCES SHALL BE BORED. 9. CONNECT NEW SERVICES WITH NEW 1" COPPER TAILPIECE ON BACK SIDE OF NEW METER SETTER TO EXISTING CUSTOMERS PRI VA TE SERVICE LINE. AT W LL 866.850.4200 www.atwell-group.com 25 CENTRAL WAY, SUITE 400 KIRKLAND, WA 98033 425.216.4051 ALL STATION, OFFSET, AND ELEVA TION REFERENCES SHOWN HEREON REPRESEN T MEASUREMEN IS TAKEN B Y NOR THLINE SUR VEYIN G INC. ON 9/1612 02 5 AND 912212025. ALL POINTS WERE MEASURED AT THE CENTER OF FRAME AND GRATE OR CASTING COVER. ALL LOCATIONS AND ELEVA 71ONS WERE MEASURED WHILE ON PROJECT DATUM TO THE ACCURACIES AS SPECIFIED IN THE CONTRACT SPECIFICATIONS. THE PURPOSE OF THIS SHEET IS TO SUPPLEMEN T THE RECORD DRA WING REQUIREMEN IS PER CON IRA C T SPECIFICA TIONS. ASmEUILTS W-423302 EXISTING UTILITY NOTE EXISTING UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS ND GUARANTEE THAT ALL U77LITY LINES ARE SHOWN, OR THAT THE LOCA77ON, SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCA VA TION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCA TIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT 8-1-1 (WASHING TON81 1. COM) AND ARRANGE FOR FIELD LOCATION OF EXIS77NG FACILI T7ES BEFORE CONSTRUCTION. CITY OF RENTON PROJECT NO: W-423303 J. �\Po 04, SCALE: AS NOTED NE 1 2 TH 5 T A C WATER ,,c*_, % o PLOT DATE. 1/20/2026 MAIN & STORM SEWER ' �� CITY OF R E N TO N BRIAN J. DARROW, PE PROJECT MA NAGER REPLACEMENT PROJECT s 32126 �� \�� ASHINGTON TAYLOR BROWN, PE L F FG/sTc, ENGINEER CA G -2 3- 12 7 SS/ONA CAROL DOGGETT DESIGNER CITY OF RENTON WASHINOTOI WATER PLAN PIERCE PL NE JOB NUMBER 2 2- 3 5 4 SH TWA - 0 1 SH T 3 OF 27 cr) C'7 N N i W W N 4P W �C 41 -s ` LDE-)'L, PIPE (( Q /\ 7� Ln N �M `AA'J l` ri 430 Q W TW y N W 420 W En W� Z J Z V Q NOTES I EX CB 10171 E 14TH ST 0911500075 RIM 42.46 0911500070 REPLACED 1.1 FT SECTION OF 6" 0911500085 0911500080 1317 PIERCE P1 8" CONC 1E 419.42 (SE) 1325 PIERCE PL NE CONC SS WITH 6 SDR 35 1301 PIERCE PL NE I 1309 PIERCE PL NE 70+78.63, 22.68' RT (AB) 8" CONC 1E 419.37 (NW) �� 3.15' COVER TO TOP OF SDR 35 4. 1' COVER TO TOP OF 8" D/ WATER 70+78.46, 5.00' LT (AB) I 1-8" 45' BEND, MJxMJ WOOD KEYSTONE NW _X SSMH 101L 71+13.66, 22.10' RT (AB) W/ CONC BLOCKING .5HIGH WALL W RIM 425.75 � _ � i' KEY MA P I I I ' NOT TO SCALE 8" CONC lE 421.30 (S-A' LAWN PROTECT SHRUBS T �� LAWN 0911500065 ® t 71+80.79, 23.20' RT (AB) 6'CY DURING CONSTRUCTI?M I / 3516 NE 14TH ST - r 72+86.41, 22.24' RT (AB) RR TIE WAL 4, LA �Awly _ _ _ I oP.=-.tI _ _ �F SCALE: 1 20 N _ _ _'. • . • . • . • _ _ INLET PROTECT/ON PER N£ 127H Sr -op P I I : .� iQi i g DETA/L, SHEET DT-01 0 10 20 40 4 N£ 12TH ST P I �yP-- ==qp - �'. • LAWN 1 � Ii �•:.'•:.'•::'•: I �I PA � � \ T� :� f : ao ; IP I 12" Y 3z' ^ t I 9 1 EX SSMH 10170 � 1/4" MPEI �F 0 O / RIM 422.90 �6 G. s QE 8" CONC 1E 415.48 .. •.'•:.• .--• :•-,-�SS_•_'_5- T [[�� :.•:.•:.•:.•:.•:. :.•::�:•:. :'•:.• Q�' (IN S&E, OUT NW) :• `\.:.: •:.::.::.:•.::.::.::.::.::.:::• :• Ste\: 5.�:--.ASS: S'= 1� C� w .T ��:: :: :: :: ::?: :: :: :: ::.--- . .. .. .. ..-.. .. ..:..:..-T_. :^_•:l _.�c� E. :. :. :. :. :. :. :. :. :. :. :.�.. :. :.71.+Q0: 70+50.00, 15.34'RT AB l RJ y. I . • . / �::: _ /�/C7lV E :::, y� :T: -- u: :: :..� :• .• :• :T :• :.6:• �•. _Cr - - - :: - + - - T :, - :: :.:. :. :. �r / �.:... / . FNr \ 1 9 / �� \ :': :': - I _-_- - - 1-8"x6" TEE FLxF - PA \ �/ of - OO -- -- r OO .:•:.:•:.:•:.:•:t-D 90. 5, 5.13'LT-(A9)-j 8"GATE VALVE, FLxMJ ---000C --- Sp : -SD-- -SD- -_S _1-8-"ADAPTER, FLxMJ '• MBS7i6;F ` 4 3 6.3 - i)- 1-6" GATE'VALVE, FLxMJ i S --S �: :I . . _ _ 72+95.03, 21.06 LT (-A LAWN i8-tF _AWN --' \ 1 U71LlTY POTHOLE POTHOLE TO VER%FY ��`- - - - - I LAWN W/ CONC BLOCKING WATER MAIN - - - LA WV SEWER DEPTH rn vcaicv ZS 3?�FA/C� SITE URLITY POTHOLE - _ -� =�X �•: POTHOL �j r - - EX CB 10153 AC WATER MAIN TO SEWER 72+15.03, 20.37 LT (AB) I �I EX AC WATER MAIN STREET`SIGN c/il r � J9i,. -o • 3524 NE 14 r . RIM 426.24 BE ABANDONED /N 70+89.22, 20.26' LT (AB) ` 6"PVC 1E 422.49 (E) PLACE (TYP) REPLACED 3.4 FT SECTION OF 6" 1-5 114 ",FH ASSEMBLY ' CB 10172 LAWN 8" CONC 1E 421.79 (5) CONC SS WI TH 6 SDR 35 : • ' PVC IF 421.79 N 3.15' COVER TO TOP OF SDR 35 PER STD PLAN 310.1 RIM 422.53 () 4.1' COVER TO TOP OFA" D/ WATER Wt/N 424.97 & 310.3 8" CONC lE 420.33 I� LAV. 53+19.39, 19.02' RT (AB) (AB) 14 =6" D/ 8.' rnAIr. IF 49n 9S /NW) x �\ �. •:..� �} :. } \ .: LAWN 0911500145 '�•:: • !'• : •I .' : ' lbiw-,zv, EX FIRE HYDRANT 1300 PIERCE PL NE 0911500135 POTHOLE TO VERIFY = r ' • ' • - ' REMOVE & SALVAGE �r •; • . •.. W - I ELEV=42 .,, 3533 NE 147H ST SEWER DEPTH I I \i• cn . 0 SEE SHEET WA-03 36 " MIN COVER WNN 430 VSTING GRO ND N ROAD _ k �+ z5'� N R✓ I n - 0 42O 73 + 00 72 + 00 7 1 f 00 O1" WATER SERVICE PER STD DETAIL 320.1 AND AS DESCRIBED IN PROJECT SPECIFICATIONS (SEE NOTE 9 BELOW AND CONSTRUCTION NOTE 9). 2OTHIS NOTE INTENTIONALLY LEFT BLANK. 3O1 1/2" WATER SERVICE PER STD DETAIL 320.2 AND AS DESCRIBED IN PROJECT SPECIFICATIONS (SEE NOTE 9 BELOW). ® INSTALL 1" AIR AND VACUUM RELEASE VAL VE PER STD DETAIL 340. J. 50 CONTRACTOR TO KNOCK ON DOOR AND NOTIFY RESIDENT DAY OF METER SWAP THAT THEY WILL BE ENTERING THE PROPERTY. ©REMOVE EXISTING FIRE HYDRANT AND VALVE CAN. PLUG THE VALVE AT THE MAIN. OABANDON EXISTING GATE VALVE. CONTRACTOR TO CLOSE EXISTING VALVE, REMOVE VALVE BOX AND LID. ® CUT & CAP EXISTING MAIN TO ABANDON. 9OEXACT LOCATION TO BE FIELD VERIFIED BY THE ENGINEER. OO CONTRACTOR TO POTHOLE EXISTING UTILITIES /N ADVANCE TO SET HYDRANTS WITHOUT USING VERTICAL BENDS. 11 SERVICE MAY BE DELETED FROM SCHEDULED WORK ONLY AFTER DEMOLITION OF HOMES FOR THE TOWNS ON 127H PROJECT. CONTRACTOR TO VERIFY DEMOLITION WITH CITY PRIOR TO REMOVAL OF WORK. © 2026 ATWELL NO DATE BY REVISION CONSTRUCT/ON NOTES 1. ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED WITH MEGALUGS OR APPROVED EQUAL. REFER TO SP 9-30.2(6). 2. ALL WATER PIPE SHALL BE RESTRAINED JOINT PIPE. METAL TEETHED GASKETS ARE NOT ALLOWED TO ACCOMPLISH RESTRAINING. REFER TO SP 9-30.2(6). J. DEPTHS OF EXISTING UTILITIES ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTORS SHALL POTHOLE EXISTING UTILITES A MIN/MUM OF 200 FEET AHEAD OF WATER MAIN CONSTRUCTION TO VERIFY DEPTHS AT CROSSINGS AND CONNECTIONS ALL CROSSINGS SHALL BE EXPOSED AND VERIFIED BY THE ENGINEER. 4. POTHOLE EXISTING WATER MAIN PRIOR TO TRENCHING FOR INSTALLATION OF NEW WATER MAIN AT ALL POINTS OF CONNECTION TO EXISTING WATER MAIN. REFER TO SP 7-09.3(19)A. 5. COORDINATE WITH CITY TO ACCOMPLISH WATER MAIN CONNECTIONS TO EXISTING SYSTEM. CITY STAFF SHALL OPERATE ALL WATER SYSTEM VALVES CONTRACTOR NOT ALLOWED TO OPERATE VALVES REFER TO SP 7-09.3(19)A. 6. MAINTAIN 1 FOOT VERTICAL SEPARATION BETWEEN WATER MAIN AND OTHER UTILITIES UNLESS OTHERWISE SHOWN. INSTALL ETHAFOAM 220 PAD TO PREVENT UTILITIES FROM BEARING ON WATER MAIN WHERE SEPARATION /S LESS THAN 1 FOOT. 7. WHEN WATER MAIN PASSES UNDER EXISTING STORM OR SEWER, INSTALL WATER MAIN SO THAT THE PIPE ABOVE IS CENTERED BETWEEN WATER MAIN PIPE JOINTS 8. SERVICES UNDER RETAINING WALLS, ROCKERIES, HEDGES, AND FENCES SHALL BE BORED. 9. CONNECT NEW SERVICES WIN NEW 1" COPPER TAILPIECE ON BACK SIDE OF NEW METER SETTER TO EXISTING CUSTOMERS PRI VA TE SERVICE LINE. AT W LL 866.850.4200 www.atwell-group.com 25 CENTRAL WAY, SUITE 400 KIRKLAND, WA 98033 425.216.4051 ALL STATION, OFFSET, AND ELEVA TION REFERENCES SHOWN HEREON REPRESEN T MEASUREMEN IS TAKEN B Y NOR THLINE SUR VEYIN G INC. ON 9/1612 02 5 AND 912212025. ALL POINTS WERE MEASURED AT THE CENTER OF FRAME AND GRATE OR CASTING COVER. ALL LOCATIONS AND ELEVA 77ONS WERE MEASURED WHILE ON PROJECT DATUM TO THE ACCURACIES AS SPECIFIED IN THE CONTRACT SPECIFICATIONS. THE PURPOSE OF THIS SHEET IS TO SUPPLEMEN T THE RECORD DRA WING REQUIREMEN IS PER CON IRA C T SPECIFICA TIONS. ASmEUILTS W-423303 EXISTING UTILITY NOTE EXISTING UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS ND GUARANTEE THAT ALL U77LITY LINES ARE SHOWN, OR THAT THE LOCA77ON, SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCA VA TION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCA TIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT 8-1-1 (WASHING TON81 1. COM) AND ARRANGE FOR FIELD LOCATION OF EXIS77NG FACILI T7ES BEFORE CONSTRUCTION. CITY OF RENTON PROJECT NO: W-423304 �\Po J. oq�� SCALE: AS NOTED NE 1 2 TH S T A C WATER % o PLOT DATE. 1/20/2026 MA / N &STORM SEWER �� CITY OF R E N TO N BRIAN J. DARROW, PE PROJECT MA NAGER REPLACEMENT PROJECT 32126 �� \�� ASHINGTON TAYLOR BROWN, PE sTER c, ENGINEER CA G- 2 3- 12 7 SS/ONAL CAROL DOGGETT DESIGNER CITY OF RENTON WASHINOTOI WATER PLAN PIERCE PL NE JOB NUMBER 2 2- 3 5 4 SH T WA - 0 2 SH T 4 OF 27 CM CM N N i 1-8" 45' BEND, MJxMJ 0911500065 W/ CONC BLOCKING 3516 NE 14TH ST EX SSMH 00170 5I7F UT7LITY PO77 S RIM 422.90 s EX AC WATER Mi 8 CONC 1E 415.48 \(IN S & E, OUT NW) f5-F \\r /O X 53+19.39, 19.02' RT (AB) p c� W EX CB 10171 I RIM 422.46 cs 8" CONC 1E 419.42,5 VL () s 8" CONC lE 419.37 NW s 2 CY 0911500070 1 44 1325 PIERCE PL NE 0911500u_ r 52+65.39, 19.66' RT (AB) 3524 NE 14TH . INLET PROTECTION PER DETAIL, SHEET DT-01 OLE I P l y z�1-RF ,PA���� S _qc �• > 0911500050 3532 NE 14774 ST OO- LAWN `j' �P= ' OP- N OP- - - . : : : : I CARPORT �I I I' RT I •'. '•' : �•' LL 3 A(" TCMUICONC RET WALL EX FIRE HYDRANT 0911500055 I 3616 NE 147H ST REMOVE & SALVAGE 3608 NE 147H ST CK WALL 0911500045 Wt/N POTHOLE TO VERIFY 50--98.72, 15.18' RT (AB) 50 425.23 3624 NE 147H ST 0911500040 SEWER DEPTH *,51'KEY4STONE 1-8" 45' BEND, MJxM✓W/ CONC BLOCKING POTHOLE TO VERIFY SEWER DEPTH 20"RT - GRVL�X SSMH (10585� LAWN T O 9 ----� , ::•. RIM 431.75P- ••.•.6" PVC 1E 423.05 (NE) PA �,P /• ...:.. P f : : 8" CONC IF "'2.03 (S-W) 6 �. • . i•'. • . •': •'. 53 'DO'. • •'. • •'. • . • . • . • . • . Q/ RJ'. r• . • . •'. •'. •'. •'. •'. •'. • . �•. VV :'.; :,. :T • L: r'•_ oor�z to Wt- • . W.� - 3 I. S7Z,�hQ • SS . i ,R +71.34 1 T B A 35 .76 2 / / I / 1 • • ':•••':•�'.••• .••• .• .••• .•••'.••• TBM-208 -- - 1 - w / ELEV 431.65 00 - - �•.••.••.•• �•. �.••.••.:S�.=T.._5 +59.16 18.66 RT(AB) N SCALE: 1 " = 20' 0 10 20 40 �............ .s.. - , RAISED PLANTERS OOD KEYSTONE / ��'► •'. •' •'•' •'•' •'•' •'•' •'•' . 9 O . - 'o . •'. •'. •'. •'.: •L 7= •'•' •'•' •'• •'•' •'• •'•' • • • . I ' . y i - . • . • . 1-1�4 MPEl lP�'-�- %•�C;----G .- • . • ..• ..• . _ - . r. .� . •'. •• \ I F - 5HlGH WALL - - M L i _ z�9-�F ,�� G '. �• '. •' 1324 QUEEN AVE NE •rP� , . S = G -� �. I • : •:.1 e.umi. 1 1 9 0911500035 . . •: •'. •: •'. •: •'. •: • . LAWN O� 70+78.63, 22.68' RT (AB) : �.:• r�_ _-Y`r._ • , _ �'( I �'• 3 00 G / 5 I C / I TBM-207 dN LAWN I ' : ' :�� : AC WATER MAIN TO l- • . • . - - / OO .I :.'.: •'. • �. •'. / �` ELf I :: • BE ABANDONED /N b' c> I LAWN 1 .. \{ 50+96. 3, 20.07' RT (AB) POTHOLE TO VERIFY :.:..::::• ::•��'. •. PLACE (TIP) J I 0.5'ROCKERY SITE U71L) 10 ",10';14 iU SEWER DEPTH �- v EX AC W W' 1j•j. •'. / CONNECT TO PRIVATE PLUMBING AT Mi : . '•.'.:�j,'..::'..: : �' '::� I 11 STRLc i xviv PROPERTY LINE. CONTRACTOR TO d • I.: �. N f PROTECT EXISTING FENCE. II �•� •� JJ • • • • • • •• .• . • ••�•• • •• • • � �� 53+05.38, 19.97' L T AB LAW7V OO I.w. I'• .:•:.:.. :. •:�.:•'..: �j I IIv EX CB 10172 ( ) 0911500075 _ ` I RIM CONC 1E 420.33 (S) 0911500135 I 0911500130 1317PIERCE PL NE M� -M �•�'. '. '-• ` I I i /-� ' :. • . • . .: J I ; II"� 8" CONC lE 420.26 (NW) 3533 NE 14TH ST 3609 NE 14TH ST Go- --�--• I-- �. I•:.:.::.: ::I.::: SEE SHEET WA-02 430 420 EX 6" HYDRANT LATERAL \ ��F Al BEAUTY ROCK 'POTHOLE \':.•••:.•••:.• •.:� .•:� •• :••• .•a• .••• .•• . ••'.•:•:.••• . •• . ER MAIN ,6 \ �' ' ' F W HOUSE # SIGN c� •'. •' WN �.I.. • • . 1 • •'. • '.I I •'. • '.:: • :: :: •:. 1 141j8"PE :.: '. SHE ' CONC. PAVER WALL 1 f •'. •'. •� •' •F •' •' •' •' ERIFY �:.:. I V••r I v': o E SEE SHEET WA-04 I �+ 3+ k0 l� u0 lxuh w Wb _------� EXIS77NG GROUND EL SCALE: 1 "=20' H, 1 "=5� V ®ROAD TYP Lo "i "i 00 Lo "i N O "i 00 L3 o� N rn Lo N o 00 Lo Qj o N� 0p O O N N N N N N N N N N N 53f00 NOTES O1" WATER SERVICE PER STD DETAIL 320.1 AND AS DESCRIBED IN PROJECT SPECIFICATIONS (SEE NOTE 9 BELOW AND CONSTRUCTION NOTE 9). 2O7H/S NOTE INTENTIONALLY LEFT BLANK. 3O1 1/2" WATER SERVICE PER STD DETAIL 320.2 AND AS DESCRIBED IN PROJECT SPECIFICATIONS (SEE NOTE 9 BELOW). ® INSTALL 1" AIR AND VACUUM RELEASE VAL VE PER STD DETAIL 340. J. 5O CONTRACTOR TO KNOCK ON DOOR AND N077FY RESIDENT DAY OF METER SWAP THAT THEY WILL BE ENTERING THE PROPERTY. ©REMOVE EXIS77NG FIRE HYDRANT AND VALVE CAN. PLUG THE VALVE AT THE MAIN. OABANDON EXISTING GATE VALVE. CONTRACTOR TO CLOSE EXISTING VALVE, REMOVE VALVE BOX AND LID. ® CUT & CAP EXIS77NG MAIN TO ABANDON. 9OEXACT LOCATION TO BE FIELD VERIFIED BY THE ENGINEER. OO CONTRACTOR TO POTHOLE EXIS77NG UTILITIES IN ADVANCE TO SET HYDRANTS WITHOUT USING VERTICAL BENDS. 11 SERVICE MAY BE DELETED FROM SCHEDULED WORK ONLY AFTER DEMOLITION OF HOMES FOR THE TOWNS ON 127H PROJECT. CONTRACTOR TO VERIFY DEMOLITION WITH CITY PRIOR TO REMOVAL OF WORK. © 2026 ATWELL NO DATE BY REVISION 52f00 51f00 CONSTRUCT/ON NOTES 1. ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED WITH MEGALUGS OR APPROVED EQUAL. REFER TO SP 9-30.2(6). 2. ALL WATER PIPE SHALL BE RESTRAINED JOINT PIPE. METAL TEETHED GASKETS ARE NOT ALLOWED TO ACCOMPLISH RESTRAINING. REFER TO SP 9-30.2(6). J. DEPTHS OF EXIS77NG U77LI77ES ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTORS SHALL POTHOLE EXIS77NG U77LITES A MIN/MUM OF 200 FEET AHEAD OF WATER MAIN CONSTRUCTION TO VERIFY DEPTHS AT CROSSINGS AND CONNECTIONS ALL CROSSINGS SHALL BE EXPOSED AND VERIFIED BY THE ENGINEER. 4. POTHOLE EXIS77NG WATER MAIN PRIOR TO TRENCHING FOR INSTALLATION OF NEW WATER MAIN AT ALL POINTS OF CONNECTION TO EXIS77NG WATER MAIN. REFER TO SP 7-09.3(19)A. 5. COORDINATE WITH CITY TO ACCOMPLISH WATER MAIN CONNEC77ONS TO EXISTING SYSTEM. CITY STAFF SHALL OPERATE ALL WATER SYSTEM VALVES CONTRACTOR NOT ALLOWED TO OPERATE VALVES REFER TO SP 7-09.3(19)A. 6. MAINTAIN 1 FOOT VERTICAL SEPARAT7ON BETWEEN WATER MAIN AND OTHER U77LI77ES UNLESS OTHERWISE SHOWN. INSTALL ETHAFOAM 220 PAD TO PREVENT U77LI77ES FROM BEARING ON WATER MAIN WHERE SEPARATION /S LESS THAN 1 FOOT. 7. WHEN WATER MAIN PASSES UNDER EXIS77NG STORM OR SEWER, INSTALL WATER MAIN SO THAT THE PIPE ABOVE IS CENTERED BETWEEN WATER MAIN PIPE JOINTS 8. SERVICES UNDER RETAINING WALLS, ROCKERIES, HEDGES, AND FENCES SHALL BE BORED. 9. CONNECT NEW SERVICES WITH NEW 1" COPPER TAILPIECE ON BACK SIDE OF NEW METER SETTER TO EXIS77NG CUSTOMERS PRI VA TE SERVICE LINE. AT W LL 866.850.4200 www.atwell-group.com 25 CENTRAL WAY, SUITE 400 KIRKLAND, WA 98033 425.216.4051 430 420 ALL STATION, OFFSET, AND ELEVA TION REFERENCES SHOWN HEREON REPRESEN T MEASUREMEN IS TAKEN B Y NOR THLINE SUR VEYIN G INC. ON 9/1612 02 5 AND 912212025. ALL POINTS WERE MEASURED AT THE CENTER OF FRAME AND GRATE OR CASTING COVER. ALL LOCATIONS AND ELEVA 77ONS WERE MEASURED WHILE ON PROJECT DATUM TO THE ACCURACIES AS SPECIFIED IN THE CONTRACT SPECIFICATIONS. THE PURPOSE OF THIS SHEET IS TO SUPPLEMEN T THE RECORD DRA WING REQUIREMEN IS PER CON IRA C T SPECIFICA TIONS. ASmEUILTS NE 14M ST 1 N W KEY MAP 2 NOT TO SCALE � � NE f21H ST � N£ 12M ST 71. 2 W-423304 EXISTING UTILITY NOTE EXISTING UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS ND GUARANTEE THAT ALL U77LITY LINES ARE SHOWN, OR THAT THE LOCA77ON, SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCA VA TION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCA TIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT 8-1-1 (WASHING TON81 1. COM) AND ARRANGE FOR FIELD LOCATION OF EXIS77NG FACILITIES BEFORE CONSTRUCTION. CITY OF RENTON PROJECT NO: W-423305 �\Po J. oq�� SCALE: AS NOTED NE 1 2 TH S T A C WATER % o PLOT DATE. 1/20/2026 MA / N & STORM SEWER CITY OF R E N TO N BRIAN J. DARROW, PE PROJECT MA NAGER REPLACEMENT PROJECT 32126 �� \�� WASH I N GTOIV TAYLOR BROWN, PE L F FG/sTc, ENGINEER CA G -2 3- 12 7 SS/ONAE� CAROL DOGGETT DESIGNER CITY OF RENTON WASHINOTOI WATER PLAN NE 14TH ST JOB NUMBER 2 2- 3 5 4 SH T WA - 0 3 SH T 5 OF 27 cr) C'7 N N i © 2026 ATWELL NO DATE \ 0911500035 1324 QUEEN AVE NE \ BEAUTY ROCK \ W HOUSE # SIGN \RAISED PLANTERS TBM-208 �"� � A ELEV-431.65 2 \� VP' ` I 0911500040 T 5 3624 NE 147H ST -;6' R EX SSMH (10585) RIM 431.75 6" PVC 1E 423.05 (NE) CONC 1E 422.03 (S-W) \ 35+,71.34, 12.78 I 0911500030 I I 1316 QUEEN AVE NE 0911500025 35+59.16, 1&66' RT (AB) 13- 'QUEEN AVE NE I 1. 5' CMU WA !:� 1: g".45' QFIgJNJxMJ 34+84.64, 23.59' RT (AB) I V-.50/VC: $Lt�K%NG.\ I POTHOLE TO VERIFY :: ::::\ �:: r::•.I �� LAWN \ y SEWER DEP774WN I A !/ � 34 3 9 T (:::::: • :: • ::�_ _ PA - - , , - - +47.35, 25 (B) I• . • 20 R-OPT AC A.7R h4A/N TO :: •: . - fir:-�•• :.:. : LAWNI..: • .:•:.:•:: I�DONED IN : � GR 1 9 N CC cn �WN ...._.___��i T--_ _ -W--W- T T-- -T-=:=T:I :�: :.•:.•:.•.•::•::•::•:: :.•:.•:.•:.•:: :� T77 :•:6 •4C:.:••T�:::i I :I. .. PA. i. •. ::::I . • I' • '4 . • '• '• '• '• .' ( ) LAWN SITE U77LITY POTHOLE 4: i EX AC WATER MAIN 8' POTHOLE TO VEk/FY ?�'cF' �% 10 : I o0 :. :: :. •:. •: �: C SEWER DEP774 -- - 35t45�9 + 50+74.16, 29.61 ' L T (A81 INLET PRO TEC77ON�PER -� DETAIL, SHEET DT-01 I PA `° 1-5 1/4" FH ASSEMBLY PER I' : • : • :: STD PLAN 310.1 & 310.3 o I I 35+57.03, 13.07' LT 0911500045 I 1-8 "x6 " TEE, FL)FL 3616 NE 147H ST 1 N•�y�, I" 2-8" GATE VALVE, FLxMJ 50+63.68, 16.55' LT AND 50+61.80, 18.16' LT (AB) .� I 1-6" GA 7E VALVE, FLxMJ 50+63. 44, 18.17 L T (AB) 0.5' KEYSTONE I } I : • { W/ CONC BLOCKING I I I STA 50+96.73 20.0' L T 1 i o REL 0CA TED WA TER METER '0130 TO AVOID IMPACT TO R007S 9F EXIS77NG TREES RECONNECTED TO PR/VA7E SERVICE LINE (AB) SEE SHEET WA-03 430 420 NOTES ::::: ` :: :34+.iJQ.:: . 5�: ASS=-- 4 't! . Ir T G•• :- �� PAh LAWN'•::•::•::•::•::• El L 34+44.68, 23 96' LTT (lo)•• - 2 I 0911500125 I 1309 QUEEN AVE NE I 35f00 34f00 O1" WATER SERVICE PER STD DETAIL 320.1 AND AS DESCRIBED IN PROJECT SPECIFTCA770NS (SEE N07E 9 BELOW AND CONSTRUCTION N07E 9). 207HIS N07E 1N7EN77ONALLY LEFT BLANK. 3O1 1/2" WATER SERVICE PER S7D DETAIL 320.2 AND AS DESCRIBED IN PROJECT SPECIF7CA77ONS (SEE N07E 9 BELOW). ® INSTALL 1" AIR AND VACUUM RELEASE VAL VE PER S7D DETAIL 340. J. 50 CONTRACTOR TO KNOCK ON DOOR AND N077FY RESIDENT DAY OF METER SWAP 7HAT THEY WILL BE ENTERING THE PROPERTY. ©REMOVE EXIS77NG FIRE HYDRANT AND VALVE CAN. PLUG THE VALVE AT THE MAIN. OABANDON EXIS77NG GATE VALVE. CONTRACTOR TO CLOSE EXIS77NG VALVE, REMOVE VALVE BOX AND LID. ® CUT & CAP EXIS77NG MAIN TO ABANDON. 9OEXACT LOCA77ON TO BE FIELD VERIFIED BY THE ENGINEER. OO CONTRACTOR TO P07HOLE EXIS77NG U77LI77ES /N ADVANCE TO SET HYDRANTS K17HOUT USING VER77CAL BENDS. 11 SERVICE MAY BE DELETED FROM SCHEDULED WORK ONLY AFTER DEMOL177ON OF HOMES FOR THE TOWNS ON 127H PROJECT. CON 7RACTOR TO VERIFY DEMOLI77ON W177-1 CITY PRIOR TO REMOVAL OF WORK. BY REVISION CONSTRUCT/ON NOTES 0911500020 1300 QUEEN AVE NE 0.5' CINDER BLOCK WALL CINDER BLOCK WALLS PA l PA/SHRUBS -}---436----� , I'LAWN - I ---434-�-�j----- _-T-_=_ _ _-_T_ 'F .4.MBS: /I 4::'I E: ...::I.::::. L-31i 86 18- 2' LT (A) 1 9 \I 3 .3 0 - - W/WROUGHT LAWN IRON FENCE 8" CONC 1E 425.66 (S-N) 0911500120 1301 QUEEN AVE NE 1. ALL MECHANICAL JOINT FIT77NGS SHALL BE RESTRAINED W1774 MEGALUGS OR APPROVED EQUAL. REFER TO SP 9-30.2(6). 2. ALL WATER PIPE SHALL BE RESTRAINED JOINT PIPE. METAL TEETHED GASKETS ARE NOT ALLOWED TO ACCOMPLISH RESTRAINING. REFER TO SP 9-30.2(6). J. DEPTHS OF EXIS77NG U77LI77ES ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTORS SHALL POTHOLE EXIS77NG U77L17ES A MIN/MUM OF 200 FEET AHEAD OF WATER MAIN CONSTRUCTION TO VERIFY DEPTHS AT CROSSINGS AND CONNECTIONS ALL CROSSINGS SHALL BE EXPOSED AND VERIFIED BY THE ENGINEER. 4. POTHOLE EXIS77NG WATER MAIN PRIOR TO TRENCHING FOR INSTALLATION OF NEW WATER MAIN AT ALL POINTS OF CONNECTION TO EXIS77NG WATER MAIN. REFER TO SP 7-09.3(19)A. 5. COORDINATE WITH CITY TO ACCOMPLISH WATER MAIN CONNECTIONS TO EXIS77NG SYSTEM. CITY STAFF SHALL OPERATE ALL WATER SYSTEM VALVES CONTRACTOR NOT ALLOWED TO OPERATE VALVES REFER TO SP 7-09.3(19)A. 6. MAINTAIN 1 FOOT VERTICAL SEPARATION BETWEEN WATER MAIN AND OTHER UTILITIES UNLESS OTHERWISE SHOWN. INSTALL E7HAFOAM 220 PAD TO PREVENT U77LI77ES FROM BEARING ON WATER MAIN WHERE SEPARATION /S LESS THAN 1 FOOT. 7. WHEN WATER MAIN PASSES UNDER EXIS77NG STORM OR SEWER, INSTALL WATER MAIN SO THAT THE PIPE ABOVE IS CENTERED BETWEEN WATER MAIN PIPE JOINTS 8. SERVICES UNDER RETAINING WALLS, ROCKERIES, HEDGES, AND FENCES SHALL BE BORED. 9. CONNECT NEW SERVICES WITH NEW 1" COPPER TAILPIECE ON BACK SIDE OF NEW METER SETTER TO EXIS77NG CUSTOMERS PRI VA 7E SERVICE LINE. AT W LL 866.850.4200 www.atwell-group.com 25 CENTRAL WAY, SUITE 400 KIRKLAND, WA 98033 425.216.4051 J. 1pm ra 32126 S FG/STER��c s/ o�"414 //2a/2-46 �• �CITY OF RENTON WASHINGTON U) 0 i W W x N W W ul Wj 2 ♦J y Q U) N �MM `MJ Q N SCALE: 1 " = 20' 0 10 20 40 ALL STATION, OFFSET, AND ELEVA TION REFERENCES SHOWN HEREON REPRESEN T MEASUREMEN IS TAKEN B Y NOR THLINE SUR VEYIN G INC. ON 9/1612 02 5 AND 912212025. ALL POINTS WERE MEASURED AT THE CENTER OF FRAME AND GRATE OR CASTING COVER. ALL LOCATIONS AND ELEVA 77ONS WERE MEASURED WHILE ON PROJECT DATUM TO THE ACCURACIES AS SPECIFIED IN THE CONTRACT SPECIFICATIONS. THE PURPOSE OF THIS SHEET IS TO SUPPLEMEN T THE RECORD DRA WING REQUIREMEN IS PER CON IRA C T SPECIFICA TIONS. SCALE: AS NOTED PL 0 T DATE: 112012026 BRAN J. DARROW, PE PROJECT MANAGER TAYLOR BROWN, PE ENGINEER CAROL DOGGETT DESIGNER ASmEUILTS NE14MS N � W KEY MAP 2 NOT TO SCALE 4 - i t t NE 127H Sr t 4 N£ 12TH ST W-423305 EXISTING UTILITY NOTE EXISTING UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS ND GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT THE LOCA77ON, SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCA VA TION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCA TIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT 8-1-1 (WASHING TON81 1. COM) AND ARRANGE FOR FIELD LOCATION OF EXIS77NG FACILI T7ES BEFORE CONSTRUCTION. CITY OF RENTON PROJECT NO: W-423306 NE 1 2TH ST AC WATER MAIN & STORM SEWER REPLACEMENT PROJECT CAG-23- 1 2 7 CITY OF RENTON WASHINGTON WATER PLAN QUEEN AVE NE JOB NUMBER 2 2- 3 5 4 SH T WA - 0 4 SHT 6 OF 2 7 cr) C'7 N N i SEE SHEET WA-06 V 0911500015 I \ • • L : I1 " : --T 0911500005 0 216 QUEEN AVE NE II LAWN I I t.. :: . •� : ��:• I HYDRANT DELETED DUE TO CONFLICT WITH SIDE SEWER 1204 QUEEN AVE NE CL . • < _ 0923059252 Q 3+13.09, 19.25" 0911500010 2" HIGH CONC. WALL I I I I ' I I 1176 QUEEN AVE NE I STD P 4» F 90.1 &M� 0.3 PER 1210 QUEEN AVE NE W 3FENCE ON TOP I : ::: • ::::: :::::: ' �i: • I x SITE UTILITY POTHOLE I I 11 I J TEL DUCT I 11= l " EX AC WATER MAIN � •: •: •:: •: • :: •. • . • • : • • : • • : • •:1}•: � � .• �. .1 �f::.: I W /T/ERODS N .• . •.••.••. c�•:J 30+54.02, 9.22 RT, 12 GV (AB) I I �I I i- TBM-210 SITE UTILITY POTHOLE i W I EX AC WATER MAIN AC WATER MAIN TO ��"--,Y BE ABANDONED /N 30+54.04, 7.75"RT (AB) I I �0 {� ELEV=436.91 -- 32+97.56, 20.24" RT (AB) PLACE (TIP) 31+85.26, 25.32" RH (CAB) 31+39.55, 24.56" RT (AB) 1-12'"x8"" CROSS, FLxFL I I f�nn -436-. _____ --436-- . 1 RICK 2-12"" GATE VALVE, FLxWJ I I • ' •..: •: ::�.:.•::.•.� 1 EX FIRE HYDRANT Y, I f_ - - - , R-F z'�4'-R F 2-8"-GA-TE VALVE, FLAN I 2'it uj ROCKERY` I::.:•::• --�`�: - - - - •:••:•: •: I '� sTof q3 - LAWN } : :� CCG�Q G` MB SI St1RI7. . MJ� BRICK COL. ll �... \ - - - - _ �. W-. ..--dP ..� -- -�-- :✓ _ - - I -T. ---: - .--- - - ,Z=---- - W - ___ - -wo� -En 3 - ` 4 E"A yyT - �VV.�T 3' 46 O �N. - W W ` - i• - I 433:74 .. 2 8" Dl - ► 8. • D.'l• - - W W _ �: v, - _ _ q•. '-= - - - _ -= J ` � ati 4 •�••-• •• •• •• •• • • = �_ • :.ram • • / (n .s V-'�a�- -: . � � � � j7 55:-�- - =T •I - � �+F••' • BEAU civu 4► S - _ a• + - - - Z. �d 0 3 4WVN .::.•:.::.::.::.:•.::.::.::.::.::.::.::.::.::.::.:•.:0p1••.::.::.::.::.::.::.::.::.::.::.:: :I .::.::.::.::.::.:•.:•{,:•. :�;•'/ �, /� `•, �•. EXSSMH(11006) :::::::::::::::::�::•:: ::•::•: ::•:.•::• :• :• :.•::••.•• aa... •. •. •. •. •. •. - r Rl 4.35 1� -GG G-- ! :: ��•:: •:: •:: •:: •:: •:: •:: • :� 425.96 (S-W) ---��.-: I ::.: I CONNECTION B 9 : G • • - - G 3D+5a4'T • 8• : CX!` (/FQ} . .: :: .: .: 3 9 I �I LAWN �•.. •. •. :. :. ...•:. - f• � .• 0+ 6.51, 6. 0 -ssL---s ::::::::::: ` -�=iE_ - •- }. :: ;30+ 4.0 . R; �2: G.� AB • : - I 1 GRVL �u O (� as G• iEE F/T71NG`S ON ro - _ _ _ _ _ _ _ I tl . U . ETAIL, THIS SHEET O .: • : 1 LAWN iP �• .: • • .: - -� �_ 24 �F II ` i , .. , I W l/N '�---�- :�� ---i �i- --- i� °pI 9 14'C �. •: • : • STOP V - O ' • I I v�• :: • .: �p : I :.} 432.34 N 32+90.30, 23.46 LT (AD) J i zF I - - - : . 3 +`0 .82, 17.07' L T (AB) �ii LAWN LAWN ` : 18-8DI (RJ) POTHOLE TO VERIFY i I rn SEWER DEPTH I ..... I I I I M i 31+54.43, 21.33'RT (AB) ( :�••••• •�• •• • • •'• • I POTHOLE TO VERIFY I I I 33+13.09, 7.03' RT SEWER DEPTH SSo M ` , I 1-8"x6 "" TEE , MJxFL WITH 6" BLIND FLANGE (AB) LAWN BROKEN SIDE SEWER I I �. `� :. • 4i ::� N ' 6 "" G " TE " VC-,- M 4 NEW VALVE WAS REMOVED (AS) REPAIRED WITH SDR 35 PIPE Q I AND COUPLINGS (AB) 0911500105 K v ELEC. SPEED READER f. -.:.: . 1203 QUEEN AVE NE i� 0911500110 0923059205 rrnn uy1150u110 I i I 3607 NE 12TH ST YJ '209QUEEN AVE NE I i•••••••••• .N•.••.• I 7215 QUEEN AVE NE I f• : I �I it r �•�I : �: �•:•:•�:•: �:: � •:•u::•�: �� I 0 i 430 W 3: En W W En W 420 ? TJ y Q EX 6" HYDRANT LATERAL --._-f-- STORY CROSS CONNECTION B SEE DETAIL, THIS SHEET QUEEN AVE NE 33f00 32f00 31f00 NOTES O1" WATER SERVICE PER STD DETAIL 320.1 AND AS DESCRIBED IN PROJECT SPECIFICATIONS (SEE NOTE 9 BELOW AND CONSTRUCTION NOTE 9). 07HIS NOTE INTENTIONALLY LEFT BLANK. 3Q1 1/2" WATER SERVICE PER STD DETAIL 320.2 AND AS DESCRIBED IN PROJECT SPECIFICATIONS (SEE NOTE 9 BELOW). ® INSTALL 1" AIR AND VACUUM RELEASE VAL VE PER STD DETAIL 340. J. 50 CONTRACTOR TO KNOCK ON DOOR AND NOTIFY RESIDENT DAY OF METER SWAP THAT THEY WILL BE ENTERING THE PROPERTY. ©REMOVE EXISTING FIRE HYDRANT AND VALVE CAN. PLUG THE VALVE AT THE MAIN. OABANDON EXISTING GATE VALVE. CONTRACTOR TO CLOSE EXISTING VALVE, REMOVE VALVE BOX AND LID. ® CUT & CAP EXISTING MAIN TO ABANDON. 9OEXACT LOCATION TO BE FIELD VERIFIED BY THE ENGINEER. OO CONTRACTOR TO POTHOLE EXISTING UTILITIES /N ADVANCE TO SET HYDRANTS WITHOUT USING VERTICAL BENDS. 11 SERVICE MAY BE DELETED FROM SCHEDULED WORK ONLY AFTER DEMOLITION OF HOMES FOR THE TOWNS ON 127H PROJECT. CONTRACTOR TO VERIFY DEMOLITION WITH CITY PRIOR TO REMOVAL OF WORK. © 2026 ATWELL NO DATE BY REVISION CONSTRUCT/ON NOTES EX 8" WA 3.5' COVER 1. ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED WITH MEGALUGS OR APPROVED EQUAL. REFER TO SP 9-30.2(6). 2. ALL WATER PIPE SHALL BE RESTRAINED JOINT PIPE. METAL TEETHED GASKETS ARE NOT ALLOWED TO ACCOMPLISH RESTRAINING. REFER TO SP 9-30.2(6). J. DEPTHS OF EXISTING UTILITIES ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTORS SHALL POTHOLE EXISTING UTILITES A MIN/MUM OF 200 FEET AHEAD OF WATER MAIN CONSTRUCTION TO VERIFY DEPTHS AT CROSSINGS AND CONNECTIONS ALL CROSSINGS SHALL BE EXPOSED AND VERIFIED BY THE ENGINEER. 4. POTHOLE EXISTING WATER MAIN PRIOR TO TRENCHING FOR INSTALLATION OF NEW WATER MAIN AT ALL POINTS OF CONNECTION TO EXISTING WATER MAIN. REFER TO SP 7-09.3(19)A. 5. COORDINATE WITH CITY TO ACCOMPLISH WATER MAIN CONNECTIONS TO EXISTING SYSTEM. CITY STAFF SHALL OPERATE ALL WATER SYSTEM VALVES CONTRACTOR NOT ALLOWED TO OPERATE VALVES REFER TO SP 7-09.3(19)A. 6. MAINTAIN 1 FOOT VERTICAL SEPARATION BETWEEN WATER MAIN AND OTHER UTILITIES UNLESS OTHERWISE SHOWN. INSTALL ETHAFOAM 220 PAD TO PREVENT UTILITIES FROM BEARING ON WATER MAIN WHERE SEPARATION /S LESS THAN 1 FOOT. 7. WHEN WATER MAIN PASSES UNDER EXISTING STORM OR SEWER, INSTALL WATER MAIN SO THAT THE PIPE ABOVE IS CENTERED BETWEEN WATER MAIN PIPE JOINTS 8. SERVICES UNDER RETAINING WALLS, ROCKERIES, HEDGES, AND FENCES SHALL BE BORED. 9. CONNECT NEW SERVICES WITH NEW 1" COPPER TAILPIECE ON BACK SIDE OF NEW METER SETTER TO EXISTING CUSTOMERS PRI VA TE SERVICE LINE. AT W LL 866.850.4200 www.atwell-group.com 25 CENTRAL WAY, SUITE 400 KIRKLAND, WA 98033 425.216.4051 i AF N I = _.a- SCALE: 1 " = 20' 0 10 20 40 CONTRACTOR TO PROVIDE 1OFT OF CLEARANCE TO THRUST BLOCK FOR TESTING CONF/GURA TION 0 N 6" AC 'T 12" DI 2-8=22.50" BENDS WITI CONC. BLOCKS 2- 3/4" SHACKLE RODS • NE 14M ST N KEY MA P 2 NOT TO SCALE 2 2 NE 127H Sr t 4 N£ 12TH ST lid F: i1a z� 0 T _r 0 LL gI I �I Q C TESTINO CONNECTION o T U N Q 6" AC W ram/ 12" DI REMOVE TEMPORARY PLUG & Q BLOW -OFF, & CONNECT TO EX WATER MAIN W/ °0 1-8"DI SPOOL, LENGTH TO FIT 2-8" SLEEVE, MJ c� W 8" DI 3.5" COVER FINAL CONNECTION CONNECTION E NOT TO SCALE ALL STATION, OFFSET, AND ELEVA TION REFERENCES SHOWN HEREON REPRESEN T MEASUREMEN IS TAKEN B Y NOR THLINE SUR VEYIN G INC. ON 9/1612 02 5 AND 912212025. ALL POINTS WERE MEASURED AT THE CENTER OF FRAME AND GRATE OR CASTING COVER. ALL LOCATIONS AND ELEVA 77ONS WERE MEASURED WHILE ON PROJECT DATUM TO THE ACCURACIES AS SPECIFIED IN THE CONTRACT SPECIFICATIONS. THE PURPOSE OF THIS SHEET IS TO SUPPLEMEN T THE RECORD DRA WING REQUIREMEN IS PER CON IRA C T SPECIFICA TIONS. ASmEUILTS ABANDONMENT OF EXIS77NG 8" AC MAIN TO BE COMPLETED AFTER CITY CREWS RELOCATE WATER SERVICE AT 3607 NE 12TH ST W-423306 EXISTING UTILITY NOTE EXISTING UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS ND GUARANTEE THAT ALL U77LITY 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 EXCA VA TION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCA TIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT 8-1-1 (WASHING TON81 1. COM) AND ARRANGE FOR FIELD LOCATION OF EXIS77NG FACILITIES BEFORE CONSTRUCTION. CITY OF RENTON PROJECT NO: W-423307 �\Po J. oq�� SCALE: AS NOTED NE 12TH S T A C WATER % o PLOT DATE. 1/20/2026 MA / N & STORM SEWER C I TY OF RENTON BRAN J. DARROW, PE PROJECT MA NAGER REPLACEMENT PROJECT 32126 �� \�� ASHINGTON TAYLOR BROWN, PE L F FG/sTc, ENGINEER CA G -2 3- 12 7 SS/ONAE� CAROL DOGGETT DESIGNER CITY OF RENTON WASHINOTOI WATER PLAN QUEEN AVE NE JOB NUMBER 2 2- 3 5 4 SH T WA - 0 5 SH T 7 OF 27 cr) C'7 N N i © 2026 A TWELL NO DATE SEE SHEET WA-05 i • I i : 2 MBS SHROUDED IN BRICK COL. 0911500105 LAWN 1 •�: 2"HIGH CONC. WALL I..... 1203 QUEEN AVE NE I W 3 ENCE ON TOP 0911500005 14 C 115+71.60, 26.54' RT (AB) v /Q• : r• • I 1 I �r 1204 QUEEN A VE NE Z Ll i }:ti:•..•:•..:•..•:•...• •1 I I i 1-51/4"FHASSEMBLYPER 1 • • . • • . • • . • • . a. • . • • .1 i STD PLAN 310.1 & 310.3 SWING GAIF20=6"DI 16+70.50, 4.35' RTC _ 12""POLYPIGGING STATION 'STOP" �.:•:. •:. I• .•l:• . • .:• ..Q. •• . •• - - -- �., Z oZ� �T x i LAWN I " -� I •: 1SITE U77LITY POTHOLE PER S7D PLAN 300.7 1-12'x6" TEE, MJxFL 4WN INLET PROTECT/ON P 4-- —OF f. : • :..I.. 1 EX AC WATER MAIN -� . 10 1-6" GATE VALVE, FLxMJ 15+72.0$, 5.51' DETAIL, SHEET DT-01 RT (AB) _ - - ---:21�- - - =0 — — 7f �- .: •::: •:. hOP: I —OP— — W/ CONC BLOCKING OP_ -r l ' :•.tT+00. .••..••..•..•..•..•.►I•.I •.. •. •. •. i. z ..•. . •.r•. •.T. �. . . . . •:. •. •. . .. . .••�� 433.46..•.• .• .••.••.••.•• .•:.•� .••.••..•.•• ••..•.••..•.••.••..• .•:. WVN..••..•..•..•.:••.:••.:••.:••.:• :.:••::••: •.: •. •.• .• .• .. ' . "c. •. •. •. •. �:. �.. •. •. •. •. •. •. •. •. •. jN-:�--.W:-: c w _ _. __= _ . -SS----S� _ �C- SS ELEC. SPEED READER I I I 8"" PVC 1E 425.96 (S- 0923059205 3607 NE 127H ST I 430 17+00 NOTES 432.34 0. •. WVN•. •'. •y --- \=�-32 F T— 433:6.6•./ I —TEL DUCT — \� *. "WALKWA Y-4-- "DE�D END AC WATER M, a W.N. • : • I BE ABANDON o f :433:74 • I I PLACE (T1P) ELEV=436.91 EX FIRE HYDRANT I I I I 092JO59252 1176 QUEEN AVE NE 16 +00 1"WATER SERVICE PER STD DETAIL 320.1 AND AS DESCRIBED IN PROJECT SPECIFICATIONS (SEE NOTE 9 BELOW AND CONSTRUCTION NOTE 9). 207HIS NOTE INTENTIONALLY LEFT BLANK. 3O1 1/2" WATER SERVICE PER STD DETAIL 320.2 AND AS DESCRIBED IN PROJECT SPECIFICATIONS (SEE NOTE 9 BELOW). ® INSTALL 1" AIR AND VACUUM RELEASE VAL VE PER STD DETAIL 340. J. 50 CONTRACTOR TO KNOCK ON DOOR AND NOTIFY RESIDENT DAY OF METER SWAP THAT THEY WILL BE ENTERING THE PROPERTY. ©REMOVE EXIS77NG FIRE HYDRANT AND VALVE CAN. PLUG THE VALVE AT THE MAIN. OABANDON EXISTING GATE VALVE. CONTRACTOR TO CLOSE EXISTING VALVE, REMOVE VALVE BOX AND LID. ® CUT & CAP EXISTING MAIN TO ABANDON. 9OEXACT LOCATION TO BE FIELD VERIFIED BY THE ENGINEER. OO CONTRACTOR TO POTHOLE EXISTING UTILITIES /N ADVANCE TO SET HYDRANTS WITHOUT USING VERTICAL BENDS. 11 SERVICE MAY BE DELETED FROM SCHEDULED WORK ONLY AFTER DEMOLITION OF HOMES FOR THE TOWNS ON 127H PROJECT. CONTRACTOR TO VERIFY DEMOLITION WITH CITY PRIOR TO REMOVAL OF WORK. BY REVISION rAV*AM :.•. �.•. •.:•.:•.:•.:•. � :. •_ •---.�_`:z�9 EFL. 8',1 ' FENCE i � 14+52.18, 26. 73' L T (AS) 12 15+03.15, 26.93' LT (AB) I oZ ^o 092JO59104 I �^ 3617 NE 127H ST o � I 15+00 CONSTRUCT/ON NOTES W W z ul W rW VJ WJ 2 J Z Q 0 Ln Q YJ 440 W W Z N W W N 'U 430 Z J Z V Q 1. ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED WITH MEGALUGS OR APPROVED EQUAL. REFER TO SP 9-30.2(6). 2. ALL WATER PIPE SHALL BE RESTRAINED JOINT PIPE. METAL TEETHED GASKETS ARE NOT ALLOWED TO ACCOMPLISH RESTRAINING. REFER TO SP 9-30.2(6). J. DEPTHS OF EXIS77NG U77LI77ES ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTORS SHALL POTHOLE EXIS77NG U77LI7ES A MINIMUM OF 200 FEET AHEAD OF WATER MAIN CONS7RUC77ON TO VERIFY DEPTHS AT CROSSINGS AND CONNEC77ONS ALL CROSSINGS SHALL BE EXPOSED AND VERIFIED BY THE ENGINEER. 4. P07HOLE EXIS77NG WATER MAIN PRIOR TO 7RENCH/NG FOR /NSTALLA77ON OF NEW WATER MAIN AT ALL POINTS OF CONNEC77ON TO EXIS77NG WATER MAIN. REFER TO SP 7-09.3(19)A. 5. COORDINATE WITH CITY TO ACCOMPLISH WATER MAIN CONNEC77ONS TO EXIS77NG SYSTEM. CITY STAFF SHALL OPERATE ALL WATER SYSTEM VALVES CONTRACTOR NOT ALLOWED TO OPERATE VALVES REFER TO SP 7-09.3(19)A. 6. MAINTAIN 1 FOOT VER77CAL SEPARA77ON BETWEEN WATER MAIN AND OTHER U77LI77ES UNLESS OTHERWISE SHOWN. INSTALL ETHAFOAM 220 PAD TO PREVENT U77LI77ES FROM BEARING ON WATER MAIN WHERE SEPARA77ON /S LESS 7HAN 1 FOOT. 7. WHEN WATER MAIN PASSES UNDER EXIS77NG STORM OR SEWER, INSTALL WATER MAIN SO THAT THE PIPE ABOVE IS CENTERED BETWEEN WATER MAIN PIPE JOINTS 8. SERVICES UNDER RETAINING WALLS, ROCKERIES, HEDGES, AND FENCES SHALL BE BORED. 9. CONNECT NEW SERVICES WITH NEW 1" COPPER TAILPIECE ON BACK SIDE OF NEW METER SETTER TO EXIS77NG CUSTOMERS PRI VA TE SERVICE LINE. PN D J . ,q of w Q) 'ti °� I AT W L co „Clk866.850.4200 www.atwell-group.com 32126 �25 CENTRAL WAY, SUITE 400 �s /0ISTV- KIRKLAND, WA 98033 425.216.4051 CITY OF RENTON WASHINGTON N SCALE: 1 " = 20' 0 10 20 40 ALL STATION, OFFSET, AND ELEVA TION REFERENCES SHOWN HEREON REPRESEN T MEASUREMEN IS TAKEN B Y NOR THLINE SUR VEYIN G INC. ON 9/1612 02 5 AND 912212025. ALL POINTS WERE MEASURED AT THE CENTER OF FRAME AND GRATE OR CASTING COVER. ALL LOCATIONS AND ELEVA 71ONS WERE MEASURED WHILE ON PROJECT DATUM TO THE ACCURACIES AS SPECIFIED IN THE CONTRACT SPECIFICATIONS. THE PURPOSE OF THIS SHEET IS TO SUPPLEMEN T THE RECORD DRA WING REQUIREMEN IS PER CON IRA C T SPECIFICA TIONS. SCALE: AS NOTED PLO T DA TE: 112012026 BRAN J. DARROW, PE PROJECT MANAGER TAYLOR BROWN, PE ENGINEER CAROL DOGGETT DESIGNER ASmEUILTS NE f41H ST -N W KEY MAP 2 NOT TO SCALE 4 2 2 t t NE 127H Sr t 4 121H ST Q ��NE W-423307 EXISTING UTILITY NOTE EXISTING UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS ND GUARANTEE THAT ALL U77LITY 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 EXCA VA TION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCA TIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT 8-1-1 (WASHING TON81 1. COM) AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION. CITY OF RENTON PROJECT NO: W-423308 NE 1 2TH ST AC WATER MAIN & STORM SEWER REPLACEMENT PROJECT CAG-23— 1 2 7 CITY OF RENTON WASHINOTON WATER PLAN NE 12TH ST I JOB NUMBER 2 2- 3 5 4 SH T WA - 0 6 I SH T S OF 27 „w0423059362 N CM CM N 0 W W Z N W W N W� Z TJ y V Q U) It t� Q N 106l4000,_ 1163 REDMOND AVE NE i W 4413 LjI Z N W W N W 43O ? J Z Q © 2026 ATWELL NO DATE . v ' """ r'' r•� $ DETAIL, THIS SHEET W/ CONC B¢ dCK/rv� �I . •:. •. • •. t, • �I � II • . �`\ �� I 13+05.90, 59.95' LT I .. -u --' S INSTALL DEADMAN BLOCKING • � �-. • 440• • .: • . •• • •. •: • •. • PER DETAIL, SHEET DT-03 7Ub74UU7bU 1164 REDMOND AVE N 12- DI 1E 437.99 (E) "WARNING 12- CPP 1E 434.84 (N) PETROLEUM I I 1061500170 I I 1159 SHEL TON AVE NE I 1 4+ OO 1 3+ 00 12 f 00 1 1 f 00 NOTES O1" WATER SERVICE PER STD DETAIL 320.1 AND AS DESCRIBED IN PROJECT SPECIFICATIONS (SEE NOTE 9 BELOW AND CONSTRUCTION NOTE 9). 07HIS NOTE INTENTIONALLY LEFT BLANK. 3O1 1/2" WATER SERVICE PER STD DETAIL 320.2 AND AS DESCRIBED IN PROJECT SPECIF7CA77ONS (SEE NOTE 9 BELOW). ® INSTALL 1" AIR AND VACUUM RELEASE VAL VE PER STD DETAIL 340. J. 50 CONTRACTOR TO KNOCK ON DOOR AND NOTIFY RESIDENT DAY OF METER SWAP THAT THEY WILL BE ENTERING THE PROPERTY. ©REMOVE EX/STING FIRE HYDRANT AND VALVE CAN. PLUG THE VALVE AT THE MAIN. OABANDON EXIS77NG GATE VALVE. CONTRACTOR TO CLOSE EXIS77NG VALVE, REMOVE VALVE BOX AND LID. ® CUT & CAP EXISTING MAIN TO ABANDON. 9OEXACT LOCA77ON TO BE FIELD VERIFIED BY THE ENGINEER. OO CONTRACTOR TO POTHOLE EXISTING U77LI77ES /N ADVANCE TO SET HYDRANTS WITHOUT USING VER77CAL BENDS. 11 SERVICE MAY BE DELETED FROM SCHEDULED WORK ONLY AFTER DEMOLIT70N OF HOMES FOR THE TOWNS ON 127H PROJECT. CONTRACTOR TO VERIFY DEMOLI77ON WITH CITY PRIOR TO REMOVAL OF WORK. BY REVISION CONSTRUCT/ON NOTES 1. ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED WITH MEGALUGS OR APPROVED EQUAL. REFER TO SP 9-30.2(6). 2. ALL WATER PIPE SHALL BE RESTRAINED JOINT PIPE. METAL TEETHED GASKETS ARE NOT ALLOWED TO ACCOMPLISH RESTRAINING. REFER TO SP 9-30.2(6). J. DEPTHS OF EX/STING U77LI77ES ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE DATA AT THE 77ME OF DESIGN. CONTRACTORS SHALL POTHOLE EX/STING U77LITES A MIN/MUM OF 200 FEET AHEAD OF WATER MAIN CONSTRUCTION TO VERIFY DEPTHS AT CROSSINGS AND CONNECTIONS ALL CROSSINGS SHALL BE EXPOSED AND VERIFIED BY THE ENGINEER. 4. POTHOLE EX/STING WATER MAIN PRIOR TO TRENCHING FOR /NSTALLA77ON OF NEW WATER MAIN AT ALL POINTS OF CONNEC77ON TO EX/STING WATER MAIN. REFER TO SP 7-09.3(19)A. 5. COORDINATE WITH CITY TO ACCOMPLISH WATER MAIN CONNECTIONS TO EX/S77NG SYSTEM. CITY STAFF SHALL OPERATE ALL WATER SYSTEM VALVES CONTRACTOR NOT ALLOWED TO OPERATE VALVES REFER TO SP 7-09.3(19)A. 6. MAINTAIN 1 FOOT VER77CAL SEPARATION BETWEEN WATER MAIN AND OTHER U77UT7ES UNLESS OTHERWISE SHOWN. INSTALL ETHAFOAM 220 PAD TO PREVENT U77LI77ES FROM BEARING ON WATER MAIN WHERE SEPARA77ON /S LESS THAN 1 FOOT. 7. WHEN WATER MAIN PASSES UNDER EX/STING STORM OR SEWER, INSTALL WATER MAIN SO THAT THE PIPE ABOVE IS CENTERED BETWEEN WATER MAIN PIPE JOINTS 8. SERVICES UNDER RETAINING WALLS, ROCKERIES, HEDGES, AND FENCES SHALL BE BORED. 9. CONNECT NEW SERVICES WITH NEW 1" COPPER TAILPIECE ON BACK SIDE OF NEW METER SETTER TO EXISTING CUSTOMERS PRI VA TE SERVICE LINE. ATW LL 866.850.4200 www.atwell-group.com 25 CENTRAL WAY, SUITE 400 KIRKLAND, WA 98033 425.216.4051 J. ra !R;CITY OF RENTON WASHINGTON �0 0 k W 41 W W Ul W Z J Z V Q V) r� Q YJ N SCALE: 1 " = 20' 0 10 20 40 ' NE 14TH ST 2 1 CAUTION: PETROLEUM PIPELINES CONTACT OLYMPIC PIPELINE CO. (OPL) A MINIMUM OF 48 HOURS PRIOR TO EXCA VA 77ON WI THIN 25FT OF OPL FA Cl TILI TES. OPL PERSONNEL SHALL BE ON SITE AS REQUIRED DURING CONSTRUCTION. BP FIELD REPRESENTATIVE GAR Y GOMEZ 206— 510— 0575 co i W W Z 440 ul W W En W 2 430 Q TEMPORARY 8" CAP INSTALL DEADMAN W CONC BLOCKING BLOCKI ON EXISTING MAIN 2" TEMPORARY BEFORE FINAL BLOW —OFF z CONNEC77ON 8" DI _ 1 Es 8" DI 1�� 12"Dl TESTING CONNECTION BEND W/ CONC BLOCK 1-8" 45' BEND, MJ 2-8" D/ SPOOL, LENGTH TO FIT 2-8" SLEEVE, MJ W/ CONC BLOCKING 8" DI -7 ALL STATION, OFFSET, AND ELEVA TION REFERENCES SHOWN HEREON REPRESEN T MEASUREMEN TS TAKEN B Y NOR THLINE SUR VEYIN G INC. ON 9/1612 02 5 AND 912212025. ALL POINTS WERE MEASURED AT THE CENTER OF FRAME AND GRATE OR CASTING COVER. ALL LOCATIONS AND ELEVA 77ONS WERE MEASURED WHILE ON PROJECT DATUM TO THE ACCURACIES AS SPECIFIED IN THE CONTRACT SPECIFICATIONS. THE PURPOSE OF THIS SHEET IS TO SUPPLEMEN T THE RECORD DRA WING REQUIREMEN IS PER CON IRA C T SPECIFICA TIONS. SCALE: AS NOTED PLO T DA TE 112012026 BRAN J. DARROW, PE PROJECT MANAGER TAYLOR BROWN, PE ENGINEER CAROL DOGGETT DESIGNER AEmBUILTS 8" DI o� 8" DI \ CUT, CAP & ABANDON EX 8 DI T = ,-, ( 12" D/D/ 12" Dl I L REMOVE TEMPORARY PLUG & BLOW —OFF, & CONNECT TO EX 6" C/ W/ 00 1-6" 90' BEND, MJ 1-6"DI SPOOL, LENGTH TO FIT 1—DEADMAN BLOCK SHACKLE RODDED TO BEND W/ CONC BLOCKING FINAL CONNECTION FINAL CONNECTION N KEY MAP 2 NOT TO SCALE t22 4 N£ 12TH ST w U INSTALL DEADMAN BLOCKING ON EXISTING MAIN BEFORE FINAL CONNECT/ON 2" TEMPORARY BLOW —OFF TESTING CONNECTION CUT, CAP & ABANDON CONNECTION C NOT TO SCALE of00 r6"Dl CONNECTION D NOT TO SCALE W_423308 EXISTING UTILITY NOTE EXISTING UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS ND GUARANTEE THAT ALL U77LITY LINES ARE SHOWN, OR THAT THE LOCA77ON, SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCA VA TION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCA TIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT 8-1-1 (WASHING TON81 1. COM) AND ARRANGE FOR FIELD LOCATION OF EXIS77NG FACILI T7ES BEFORE CONSTRUCTION. CITY OF RENTON PRi3 JECT NO: W-423309 NE 12TH ST AC WATER MAIN & STORM SEWER REPLACEMENT PROJECT CAG-23— 1 2 7 CITY OF RENTON WASHINGTON WATER PLAN NE 12TH ST JOB NUMBER 2 2- 3 5 4 SH T WA - 0 7 SH T 9 OF 2 7 cr) C'7 N N JJ07800010 1248 REDMOND PL NE 0 1 44131 fr 430 N © 2026 A TWELL NO DATE NOTES 1-12'k8" TEE, FLxFL 8+65.76, 5.21'RT (AB) 1-12"GATF VALVE, FLxMJ �. 1-12"ADAPTER, FLxMJ 8+64.23, 3.80'RT (AB) 1-8-GATE VALVE, FLxMJ W/ CONC BLOCKING 1-8"PLUG, MJ W/ CONC BLOCKING IIVJ/fiLL UcflUmAry QLU6dlllV (, PER DETAIL, SHEET DT-03 IOfOO 9f130 s+00 O1" WATER SERVICE PER STD DETAIL 320.1 AND AS DESCRIBED IN PROJECT SPECIFICATIONS (SEE NOTE 9 BELOW AND CONSTRUCTION NOTE 9). 2O7H/S NOTE INTENTIONALLY LEFT BLANK. 3O1 1/2" WATER SERVICE PER STD DETAIL 320.2 AND AS DESCRIBED IN PROJECT SPECIFICATIONS (SEE NOTE 9 BELOW). ® INSTALL 1" AIR AND VACUUM RELEASE VAL VE PER STD DETAIL 340. J. 50 CONTRACTOR TO KNOCK ON DOOR AND NOTIFY RESIDENT DAY OF METER SWAP THAT THEY WILL BE ENTERING THE PROPERTY. ©REMOVE EXISTING FIRE HYDRANT AND VALVE CAN. PLUG THE VALVE AT THE MAIN. OABANDON EXISTING GATE VALVE. CONTRACTOR TO CLOSE EXISTING VALVE, REMOVE VALVE BOX AND LID. ® CUT & CAP EXISTING MAIN TO ABANDON. 9OEXACT LOCATION TO BE FIELD VERIFIED BY THE ENGINEER. OO CONTRACTOR TO POTHOLE EXISTING UTILITIES /N ADVANCE TO SET HYDRANTS WITHOUT USING VERTICAL BENDS. 11 SERVICE MAY BE DELETED FROM SCHEDULED WORK ONLY AFTER DEMOLITION OF HOMES FOR THE TOWNS ON 127H PROJECT. CONTRACTOR TO VERIFY DEMOLITION WITH CITY PRIOR TO REMOVAL OF WORK. BY REVISION CONSTRUCT/ON NOTES 1. ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED WITH MEGALUGS OR APPROVED EQUAL. REFER TO SP 9-30.2(6). 2. ALL WATER PIPE SHALL BE RESTRAINED JOINT PIPE. METAL TEETHED GASKETS ARE NOT ALLOWED TO ACCOMPLISH RESTRAINING. REFER TO SP 9-30.2(6). J. DEPTHS OF EXISTING UTILITIES ARE APPROX/MATF AND BASED ON THE BEST AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTORS SHALL POTHOLE EXISTING UTILITES A MINIMUM OF 200 FEET AHEAD OF WATER MAIN CONSTRUCTION TO VERIFY DEPTHS AT CROSSINGS AND CONNECTIONS ALL CROSSINGS SHALL BE EXPOSED AND VERIFIED BY THE ENGINEER. 4. POTHOLE EXISTING WATER MAIN PRIOR TO TRENCHING FOR INSTALLATION OF NEW WATER MAIN AT ALL POINTS OF CONNECTION TO EXISTING WATER MAIN. REFER TO SP 7-09.3(19)A. 5. COORDINATE WITH CITY TO ACCOMPLISH WATER MAIN CONNECTIONS TO EXISTING SYSTEM. CITY STAFF SHALL OPERATE ALL WATER SYSTEM VALVES CONTRACTOR NOT ALLOWED TO OPERATE VALVES REFER TO SP 7-09.3(19)A. 6. MAINTAIN 1 FOOT VERTICAL SEPARATION BETWEEN WATER MAIN AND OTHER UTILITIES UNLESS OTHERWISE SHOWN. INSTALL ETHAFOAM 220 PAD TO PREVENT UTILITIES FROM BEARING ON WATER MAIN WHERE SEPARATION /S LESS THAN 1 FOOT. Z WHEN WATER MAIN PASSES UNDER EXISTING STORM OR SEWER, INSTALL WATER MAIN SO THAT THE PIPE ABOVE IS CENTERED BETWEEN WATER MAIN PIPE JOINTS 8. SERVICES UNDER RETAINING WALLS, ROCKERIES, HEDGES, AND FENCES SHALL BE BORED. 9. CONNECT NEW SERVICES WITH NEW 1" COPPER TAILPIECE ON BACK SIDE OF NEW METER SETTER TO EXISTING CUSTOMERS PRI VA TF SERVICE ONE. N J. D �PoF coATW L 866.850.4200 www.atwell-group.com ?� 32126 0 25 CENTRAL WAY, SUITE 400 F,p FG/STERN' G KIRKLAND, WA98033 S/0NAL 425.216.4051 1 1 n A W TW y N W W (n 430 N SCALE: 1 " = 20' 0 10 20 40 NE 14M ST N W KEY MAP 2 NOT TO SCALE 4 2 2 t t NE 12TH t N£ 12M ST QI 3 CONTRACTOR SHALL N I VERIFY THAT LINE /S o DEPRESSOR/ZED TEMPORARY 12" CAP PR/OR TO EXCAVA71ON to W CONC BLOCKING BEHIND EXISTING 2" TEMPORARY BLOCK. ° BLOW -OFF 00.1 M 8" DI INSTALL DEADMAN BLOCKING ON TEMPORARY EXISTING MAIN 6 PLUG BEFORE FINAL CONNECT/ON 2" TEMPORARY BLOW -OFF TESTING CONNECTION O U CUT CAP &ABANDON 4-1 L� �D IV REMOVE TEMPORARY PLUG & BLOW -OFF, & CONNECT TO EX 8" D/ 6" C/ W/ 1-6" 90- BEND, MJ 2-6" D/ SPOOL, LENGTH TO F/T 1-6" COUPLING, MJ 1-DEADMAN BLOCK 6" D/ SHACKLE RODDED TO BEND W/ CONC BLOCKING U b� FINAL CONNECTION CONNECTION E NOT TO SCALE ALL STATION, OFFSET, AND ELEVA TION REFERENCES SHOWN HEREON REPRESEN T MEASUREMEN TS TAKEN B Y NOR THLINE SUR VEYIN G INC. ON 9/1612 02 5 AND 912212025. ALL POINTS WERE MEASURED AT THE CENTER OF FRAME AND GRATE OR CASTING COVER. ALL LOCATIONS AND ELEVA 77ONS WERE MEASURED WHILE ON PROJECT DATUM TO THE ACCURACIES AS SPECIFIED /N THE CONTRACT SPECIFICATIONS. THE PURPOSE OF THIS SHEET IS TO SUPPLEMEN T THE RECORD DRA WING REQU/REMEN IS PER CON IRA C T SPECIFICA TIONS. SCALE: AS NOTED PL 0 T DATE: 112012026 C I TY 0 F R E N TO N BR/AN J. DARROW, PE PROJECT MANAGER ALRJ 1NASHINGTON TAYLOR BROWN, PE ENGINEER CAROL DOGGETT DESIGNER A.SmBUILTS 1( ,"�T� 12"Dl TESTING CONNECTION REMOVE TEMPORARY CAPS & L BLOW -OFFS, & CONNECT TO 12 WATER MAIN W/ 1-12" D/ SPOOL, LENGTH TO FIT r 2-12" SLEEVE, MJ 0 c N 12" DI 1� 2 D/ "kid 12" DI FINAL CONNECTION CONNECTION F NOT TO SCALE W-423309 EXISTING UTILITY NOTE EX/STING UTILITIES ARE SHOWN /N THE APPROX/MATE LOCATION. THERE IS ND GUARANTEE THAT ALL U77LITY LINES ARE SHOWN, OR THAT THE LOCA77ON, SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCA VA TION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCA TIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT 8-1-1 (WASHING TON81 1. COM) AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION. CITY OF RENTON PROJECT NO: W-4233 1 O NE 12TH ST AC WATER MAIN & STORM SEWER REPLACEMENT PROJECT CAG-23— 1 2 7 CITY OF RENTON WASHINOTON WATER PLAN NE 12TH ST I JOB NUMBER 2 2- 3 5 4 SHT WA -O S SHT 113 OF 27 CM N N i 04230o,,,,,, FINAL CONNECTION TO BE DONE BY 042 591001 WATER MAIN INSTALLATION I 916 NE 12TH ST CITY. CONTRACTOR TO COORDINATE 0 A DRESS) TO B SDONE B TOWNS ON WITH TOWNS ON 12TH PROJECT TO N 0423059100 INSTALL ONE THRUST BLOCK ON I PERMIT NO. V2300201 924 I (NO ADDRESS) I I - ABUTTING CAPS. �L_ I►�C-� CONNECTION G NE 127H S 6+17.66, 3RT'- 0.00 =:2 E-£'�4P _ V El 428.25 SEE FIT77NGS ON AT MAN I 6+17.21, 4.47' RT DETAIL, THIS SHEET- 1-12"x12"TEE , FLxFL �I -----� - O 0 2-12" GATE VALVE, FLxMJ I SEE PROFILE G 6+16.53, Z04'R B) 5+98.56, 4.41'RT - 1-12"ADAPTER, FLxMJ SHEET WP-01 19=12"DI (RJ) 1-12"x8" TEE, FLxF A Q - - - - - - - - --W/ CONC BLOCKING _ - - - I - - 2-12" GATE VALVE, FLxMJ 5+99.16, 5.06 RT - 12" GV (AB) _ 1-8" GATE VALVE, FLxMJ 5+96.20, 5.02' RT - 12" GV (AB) ---� �- X \ > - -- W/ CONC BLOCKING 5+97.61, 3.31 RT - 8" GV �AB) L 1� a _ MB S / _ 428 -� c, DER k, , - -� 1� CONC. 4 AT MAIN 16'F 10 ;46 F _ \ - � -OP_ _�._ =X - - p i (INACTIVE, yV2001386) �`uj W - _ x� x=• - -X - x _ a - N - - OP- - --= - --= �--- T OP I'1 . . T.� -. 4 _ •T � T' - T .�- - x �x�I 6P T9R- -= 6 W �? •'. •'. •'. •' •' FDG. illy , T:-.�.. . =ram= = ac .:. .. 1� ) t . • •'. SITE UTILITY POTHO - - ''nn • . �•'. •': •' • . • . EX AC WATER MAIN 'n Y, W W --•GV-.W - - - - uI i• W -W- E, Ruj uj WE•CA • .: A'T•MAIN • . • , . . CONTRAC7�OR lS REQU/RED TO FILE AlL. • •'.: • : • •'.: • .: • : V�•: • .: •. ,--= fit(--.- rn Iq I GTl :.:b! �?05386 '. • •'. • •'.: •'.: • ..:..:..:.. ..:.. • . Y. NECESSARY PAPERWORK PRIOR• TO•'.. •'. •'. : • : •'s IEET SOX .: '. �. AC .: .. 31 W • Y, Ff�G:LINE. cL 00 -= - _ : •': • : • : • : • : IMPACTING MONUMENT. G ' ' - 4• .tifP.• /p•' •'MA �p�` �- '� - -. - �.' _ :1. . • . . �' . . . • .......: ':. • ... :=-7 : :. • . • . rry ;. Ply •� i CO c= =. .c ': • D..../.. •.SD•-.�-- 428 - I'1 - -S�•= ..SD -.}} ' __ ' ��' • �' : •�': .• SEE TABLE, SHEET N•'.07'. '•'. ' W - CTR 1 -WGF, DUCT TEL DUCT CONT. W. %�� �u : •'. • . 4-'.SD= .-' �._ TT_----p-- -- - J 1. 0' TALL WALL FEC-T---- INLET -p- AC WATER MAIN TO FND PUNCH IN 1 2" BRASS PIN IN CONC / - PROTECTION PER r 1 1 �: •' I'• : '. DETAIL, SHEET - _ �_ _ _- V BE ABANDONED /N MON IN CASE, DN. 0.25 c� • / V 4 28 LAWN �:. . .: • .:.. •'... I ��� -� 24 •� (TYP) '?VO PARKING k PLACE (TYP) (/ /2023) I LAWN Q EX CB (15404) W/9'GRA TE PH % COMM II I: • •: •:: :: • �: • . • .:� �� L 'S OP" LA WV r_ CB 15402 WALKWA Q RIM 426.74 SEE TABLE, SHEET G - 1� I II .� I I. I �� 6" DI? lE 425.94 (SE) 7.0' WALL II �" ' ' 0.3' WALL 12"RIM CONC 1 ►! 12" CONC lE 424.53 (W) I CHANNELIZED PH 8 -GAS I �. . ': � 26,p 12" CONC lE 424.43 (E) UNKNOWN END SEE TABLE, SHEET GN-01 I II 4 :"� : 8 6 EX CB 15401 W 9 GRA TE EX SDMH (15403) 5+96.78, 47.43' LT N RIM 426.50 I RIM 427.86 1-8"x6" TEE, MJxFL ' I II f '.: ': .. ' . 6" DI? lE 425.70 (NW) `� I CHANNELIZED 1061500610 .� 12" COA� 5• 'LT (AB) 1-6" GATE VALVE, FLxMJ .3 S/TE UTILITY POTHOLE 3900 NE 11TH PL 1615001801 12" CONC 5.�8 I,V/ CONC BLOCKING r I `, I I EX AC WATER MAIN 5+75.50, 45.77' LT (AB) 1174 NO OTHER INLETS WSI6Lc I i s , zc c„ , T )HELTON 7=8" DI (RJ)� :::::: CONNECTION H Q I 1-5 1/4" FH ASSEMBL Y PER Q 4VENE II :. :.•:.•:. ' :.•'•.•'• 5+91.48, 54.657T 5+96.51, 54.83' L TI STD PLAN 310.1 & 310.3 N I 1061500480 II r . • . 1-6" 90' BEND, MJxMJ 20 -6" Dl 3901 NE 11TV PL 1-8"x6" TEE, MJxMJ F D INVERTED NAK SEE FITTINGS ON (n 1-8" PLUG, MJ IN CONC MON IN DETAIL, THIS SHEET W/ CONC BLOCKING CASE, D 0. 3' 5+91.25, 59.68' L T (4 28/2023) I INSTALL DEADMAN BLOCKING EXISTING GROUND M ® ROAD TYP NE� TH PL WO_ Lu �o �u co 1 Q---- _ W 3 0 � W 43O c+ W o _ � CL 48" MIN Wei COVER uI--- ----- --- W W- --- - W N EX 3" POWER (ASSUMED 4' COVER) W EX 5 8" GAS uI (ASSUMED 3' COVER) 420 N W 2 TJ X Q 7f00 NOTES 0 � 12"D/ R J --- YJ oF W EX 2" POWER 41 (ASSUMED 3' COVER) TEE - TEE 4213 EX 5 8" GAS (ASSUMED 3' COVER) w 41 2 TJ y NE 12TH ST EX/STING GROUND EL °= "= Q SCALE: 1 2 O' H, 1 5 V ®ROAD TYP �p O O Q) Q� Q� Q6 Q6 CN 6 f OO 5 f 00 O1" WATER SERVICE PER STD DETAIL 320.1 AND AS DESCRIBED IN PROJECT SPECIFICATIONS (SEE NOTE 9 BELOW AND CONSTRUCTION NOTE 9). 07HIS NOTE INTENTIONALLY LEFT BLANK. l 1/2" WATER SERVICE PER STD DETAIL 320.2 AND AS DESCRIBED IN PROJECT SPECIFICATIONS (SEE NOTE 9 BELOW). ® INSTALL 1" AIR AND VACUUM RELEASE VAL VE PER STD DETAIL 340. J. 50 CONTRACTOR TO KNOCK ON DOOR AND NOTIFY RESIDENT DAY OF METER SWAP THAT THEY WILL BE ENTERING THE PROPERTY. ©REMOVE EX/STING FIRE HYDRANT AND VALVE CAN. PLUG THE VALVE AT THE MAIN. OABANDON EXISTING GATE VALVE. CONTRACTOR TO CLOSE EXISTING VALVE, REMOVE VALVE BOX AND LID. ® CUT & CAP EXISTING MAIN TO ABANDON. 9OEXACT LOCATION TO BE FIELD VERIFIED BY THE ENGINEER. OO CONTRACTOR TO POTHOLE EXISTING UTILITIES /N ADVANCE TO SET HYDRANTS WITHOUT USING VERTICAL BENDS. 11 SERVICE MAY BE DELETED FROM SCHEDULED WORK ONLY AFTER DEMOLITION OF HOMES FOR THE TOWNS ON 127H PROJECT. CONTRACTOR TO VERIFY DEMOLITION WITH CITY PRIOR TO REMOVAL OF WORK. © 2026 ATWELL NO DATE BY REVISION CONSTRUCT/ON NOTES 1. ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED WITH MEGALUGS OR APPROVED EQUAL. REFER TO SP 9-30.2(6). 2. ALL WATER PIPE SHALL BE RESTRAINED JOINT PIPE. METAL TEETHED GASKETS ARE NOT ALLOWED TO ACCOMPLISH RESTRAINING. REFER TO SP 9-30.2(6). J. DEPTHS OF EX/STING UTILITIES ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTORS SHALL POTHOLE EX/STING UTILITES A MINIMUM OF 200 FEET AHEAD OF WATER MAIN CONSTRUCTION TO VERIFY DEPTHS AT CROSSINGS AND CONNECTIONS ALL CROSSINGS SHALL BE EXPOSED AND VERIFIED BY THE ENGINEER. 4. POTHOLE EX/STING WATER MAIN PRIOR TO TRENCHING FOR INSTALLATION OF NEW WATER MAIN AT ALL POINTS OF CONNECTION TO EX/STING WATER MAIN. REFER TO SP 7-09.3(19)A. 5. COORDINATE WITH CITY TO ACCOMPLISH WATER MAIN CONNECTIONS TO EX/STING SYSTEM. CITY STAFF SHALL OPERATE ALL WATER SYSTEM VALVES CONTRACTOR NOT ALLOWED TO OPERATE VALVES REFER TO SP 7-09.3(19)A. 6. MAINTAIN 1 FOOT VERTICAL SEPARATION BETWEEN WATER MAIN AND OTHER UTILITIES UNLESS OTHERWISE SHOWN. INSTALL ETHAFOAM 220 PAD TO PREVENT UTILITIES FROM BEARING ON WATER MAIN WHERE SEPARATION /S LESS THAN 1 FOOT. Z WHEN WATER MAIN PASSES UNDER EX/STING STORM OR SEWER, INSTALL WATER MAIN SO THAT THE PIPE ABOVE IS CENTERED BETWEEN WATER MAIN PIPE JOINTS 8. SERVICES UNDER RETAINING WALLS, ROCKERIES, HEDGES, AND FENCES SHALL BE BORED. 9. CONNECT NEW SERVICES WITH NEW 1" COPPER TAILPIECE ON BACK SIDE OF NEW METER SETTER TO EX/STING CUSTOMERS PRI VA TE SERVICE LINE. AT W LL 866.850.4200 www.atwell-group.com 25 CENTRAL WAY, SUITE 400 KIRKLAND, WA 98033 425.216.4051 N SCALE: 1 " = 20' 0 10 20 40 T Q CONTRACTOR SHALL N I VERIFY THAT LINE /S DEPRESSURIZED TEMPORARY 12" CAP PR/OR TO EXCAVATION W1 CONC BLOCKING BEHIND EXISTING 2" TEMPORARY BLOCK. BLOW -OFF it N 12" D/ �ITI 12"Dl " TESTING CONNECTION REMOVE TEMPORARY CAPS & BLOW -OFFS, & CONNECT TO 12 WATER MAIN W/ 1-12"D/ SPOOL, LENGTH TO FIT 2-12" SLEEVE, MJ 12"DI 1� 2 D/ "ITI 12" DI FINAL CONNECTION CONNECTION G NOT TO SCALE ALL STATION, OFFSET, AND ELEVA TION REFERENCES SHOWN HEREON REPRESEN T MEASUREMEN IS TAKEN B Y NOR THLINE SUR VEYIN G INC. ON 9/1612 02 5 AND 912212025. ALL POINTS WERE MEASURED AT THE CENTER OF FRAME AND GRATE OR CASTING COVER. ALL LOCATIONS AND ELEVA 71ONS WERE MEASURED WHILE ON PROJECT DATUM TO THE ACCURACIES AS SPECIFIED /N THE CONTRACT SPECIFICATIONS. THE PURPOSE OF THIS SHEET IS TO SUPPLEMEN T THE RECORD DRA WING REQU/REMEN IS PER CON IRA C T SPECIFICA TIONS. ASmEUILTS ' NE 14TH ST 2 tLL- 't NE 12TH ST 0 z � U 1 INSTALL DEADMAN BLOCKING ON EX/STING MAIN BEFORE FINAL CONNECTION 2" TEMPORARY BLOW -OFF TESTING CONNECTION o CUT, CAP & ABANDON LJJ REMOVE TEMPORARY F 8"DI / 61 C/ W/ w vV 1-6" 90' BEND, MJ 2-6" D/ SPOOL, LENGTH TO FIT 1-6" COUPLING, MJ 1-DEADMAN BLOCK 6"DI SHACKLE RODDED TO BEND W/ CONC BLOCKING U �I FINAL CONNECTION CONNECTION H NOT TO SCALE N KEY MAP 2 NOT TO SCALE II j N£ 127H ST W-423310 EXISTING UTILITY NOTE EXISTING UTILITIES ARE SHOWN /N THE APPROXIMATE LOCATION. THERE IS ND 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 EXCA VA TION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCA TIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT 8-1-1 (WASHING TON81 1. COM) AND ARRANGE FOR FIELD LOCATION OF EX/STING FACILITIES BEFORE CONSTRUCTION. CITY OF RENTON PROJECT NO: W-4233 1 1 �\Po J. oq�� SCALE: AS NOTED NE 12TH S T A C WATER % o PLOT DATE. 1/20/2026 MA / N &STORM SEWER �� CITY OF R E N TO N BRIAN J. DARROW, PE PROJECT MA NAGER REPLACEMENT PROJECT 32126 \�� WASH I N GTOIV TAYLOR BROWN, PE F j o sTE S/OR c, ENGINEER CA G- 2 3- 12 7 SNAL �� CAROL DOGGETT DESIGNER CITY OF RENTON WASHINOTOI WATER PLAN NE 12TH ST JOB NUMBER 2 2- 3 5 4 SH T WA - 0 9 SH T 1 1 OF 27 CM N N i TOWNS ON 12TH i i i �� f•' I 'B&S. • •. •I •'. *. * -i: 84236By189 I SUBDIVISION BOUNDARY 042JO59235 / EX CB 15312 �\ qX • : ' x 4+39.37, 25.20' RT (AB) 4010 NE 127H ST RIM 413.87 I 0423059273 8"" CONC IE 411.86 (SE) \ �, ' : ' p-------- , ��s.,.�::.::: -I 4018NE12THST 4� �•: ••�.•�.••.• rn. x 1-5 1/4"" FH ASSEMBLY PER / CONNECTION I Q EX SSMH 15438 STD PLAN 310.1 & 310.3 , �--- 4j2-•:� RIM 425.22 RECONNECT TO EXISTING 2+28.99, 11.85 RT EX SSMH 15319 23=6""D/ SEE FITTINGS ON RIM 16.68 / m III •' 1 1 x (425.36 GIS) CUSTOMER SIDE USING 1 �F II i DETAIL, THIS SHEET 8" 15 406.73 (WEE) (NO ADi Es5) _`` I I 4+39.67, 3.90" RT N ,c niir c)GlS) TYPE K COPPER PIPE �o C71 CHANNEL _ II 1-12 "x6" TEE, FLxFL / N ("1 ) I II I ' ' 2+39.99, 11.68" RT �•d` / \ 1-12"" GATE VALVE, FLxMJ 4+37.54, 4.60,,RT (AB) W 1-12" 22.5' BEND, MJxMJ i 426 - 1 �2" Dt4PTER, FLxMJ 29' RT ' co II'',, J `D '7?T AB _ W/ CONC BLOCKING i / �__�- N d W 'rV VAULT 1-6" GATE VALVE FLW .2 ( =-- -- -- - �. :. v( I I W CONC BLOC G �`O - / - - N K 41 / f. '. • '. • '. • D� 2 MBS g O O( 1\) 29"RT POTHOLE T .VERIFY - ---� ! r rn = 0PT _/ �-�' N SEWER DEPTH 4' M YJ / - OPT-TQP'=OPT -OP = _ - rn L - i I / (� - - - - _ - - 1 - A2 - -- W - -� -_/v WN�IV . - -r+.s - =:`-� s-Tj ` I . - r ---- T _�=-� r CR f _'• -• �-4 <n WV QP1 •. W -{ - - _� -X - •_.� N S .�•. �. . - •- -- W • •r 8 6�• =T . • � •• � J l WVN 1 •4. • a' + 0 0- 33 D•' 3 49 8.• ••• •.G. •. -.cam. . �.T.,... ..f.... ••• '. 1.=1 ".Dl' J G• . • -r ._•'. POTH LET VERIFY : •'. •'.�'. •'. •'. " .Iry .10 !.. 4•ME \ �. _ R DEPTH F. W. a. • ' � . •'SEWS � � - .-. G • _T - p. . �_• • JT •- T �. T _ SO qi, ' 'T 5Q -''- - _ D N w' T - --- - p_- T - - /. =3C- -X-----�-5• � _ _._• .0:.•. .lam � � � . �I.:� � • DBL SWING 'SUS" lzz AC WATER MAIN TO X- - -X- - _ -� - -_-- _ GA TE - -X= =-� BE ABANDONED /N 2+59.38, 3.31 ' R T - X - - - T - T -- . • OP • . I PLACE (TYP) DBL SWING GA TE 1-12 "" 22. 5' BEND, MJxMJ EX SOMH 15315 _ O A�A UTILITY CABS 1061500576 W CONC BLOCKING RIM 420.77 L` 3932 NE 11 TH 1-L / 12" CONC lE 418.42 (W)':5TOP SIGN I :.'I •�'� • '. • ' NO PARKING HEAD 12- CONC lE 41 & 04 (E) f061500610 �, 3900 NE 11774 PL STOP" III •'• : : • , • • : `. EX SDMH 15313 TYPE 1 THRU GRATE / � III• •': •: ' • I • RIM 419.71 INLET PROTECTION PER ` III r'•:• -.-. :� . •. c Q 12" CONC lE 417.21 (W-SE) DETAIL, SHEET DT-01 � / \ 1061500580 12" CONC ABANDONED (N/NE) / (TYP) rrnn 3928 NE 11 TH PL (DOES NOT APPEAR TO DRAIN WELL, LOTS OF SEDIMENT) YJ / I 48" MIN COVER �� �N cn� ------�---- ---�L'i� I � � 420 W W Z N W rW uJ W� 4 10 J Z V Q (12 - NOT KNOWN (SW) - GlS) (12 " P. S. lE 414.5, PER 1952 AS -BOIL T PLA T OF l Ud / w0560 I I II %:T• ' '• :Ao '. BRENTWOOD NO. 2 - NGVD29 DATUM) 1160 TACOMA AVE NE EXISTING GROUND J®_R_OAD TYP)h v EX 5/8" GAS (ASSUMED 3' CO DER NE 12TH ST 4 f 00 3 f 00 2+ 00 NOTES O1" WATER SERVICE PER STD DETAIL 320.1 AND AS DESCRIBED IN PROJECT SPECIFICATIONS (SEE NOTE 9 BELOW AND CONSTRUCTION NOTE 9). 07HIS NOTE INTENTIONALLY LEFT BLANK. l 1/2" WATER SERVICE PER STD DETAIL 320.2 AND AS DESCRIBED IN PROJECT SPECIFICATIONS (SEE NOTE 9 BELOW). ® INSTALL 1" AIR AND VACUUM RELEASE VAL VE PER STD DETAIL 340. J. 50 CONTRACTOR TO KNOCK ON DOOR AND NOTIFY RESIDENT DAY OF METER SWAP THAT THEY WILL BE ENTERING THE PROPERTY. ©REMOVE EXISTING FIRE HYDRANT AND VALVE CAN. PLUG THE VALVE AT THE MAIN. OABANDON EXISTING GATE VALVE. CONTRACTOR TO CLOSE EXISTING VALVE, REMOVE VALVE BOX AND LID. ® CUT & CAP EXISTING MAIN TO ABANDON. 9OEXACT LOCATION TO BE FIELD VERIFIED BY THE ENGINEER. OO CONTRACTOR TO POTHOLE EXISTING UTILITIES /N ADVANCE TO SET HYDRANTS WITHOUT USING VERTICAL BENDS. 11 SERVICE MAY BE DELETED FROM SCHEDULED WORK ONLY AFTER DEMOLITION OF HOMES FOR THE TOWNS ON 127H PROJECT. CONTRACTOR TO VERIFY DEMOLITION WITH CITY PRIOR TO REMOVAL OF WORK. © 2026 ATWELL NO DATE BY REVISION CONSTRUCT/ON NOTES 1. ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED WITH MEGALUGS OR APPROVED EQUAL. REFER TO SP 9-30.2(6). 2. ALL WATER PIPE SHALL BE RESTRAINED JOINT PIPE. METAL TEETHED GASKETS ARE NOT ALLOWED TO ACCOMPLISH RESTRAINING. REFER TO SP 9-30.2(6). J. DEPTHS OF EX/STING UTILITIES ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTORS SHALL POTHOLE EX/STING UTILITES A MIN/MUM OF 200 FEET AHEAD OF WATER MAIN CONSTRUCTION TO VERIFY DEPTHS AT CROSSINGS AND CONNECTIONS ALL CROSSINGS SHALL BE EXPOSED AND VERIFIED BY THE ENGINEER. 4. POTHOLE EX/STING WATER MAIN PRIOR TO TRENCHING FOR INSTALLATION OF NEW WATER MAIN AT ALL POINTS OF CONNECTION TO EX/STING WATER MAIN. REFER TO SP 7-09.3(19)A. 5. COORDINATE WITH CITY TO ACCOMPLISH WATER MAIN CONNECTIONS TO EXISTING SYSTEM. CITY STAFF SHALL OPERATE ALL WATER SYSTEM VALVES CONTRACTOR NOT ALLOWED TO OPERATE VALVES REFER TO SP 7-09.3(19)A. 6. MAINTAIN 1 FOOT VERTICAL SEPARATION BETWEEN WATER MAIN AND OTHER UTILITIES UNLESS OTHERWISE SHOWN. INSTALL ETHAFOAM 220 PAD TO PREVENT UTILITIES FROM BEARING ON WATER MAIN WHERE SEPARATION /S LESS THAN 1 FOOT. Z WHEN WATER MAIN PASSES UNDER EXISTING STORM OR SEWER, INSTALL WATER MAIN SO THAT THE PIPE ABOVE IS CENTERED BETWEEN WATER MAIN PIPE JOINTS 8. SERVICES UNDER RETAINING WALLS, ROCKERIES, HEDGES, AND FENCES SHALL BE BORED. 9. CONNECT NEW SERVICES WITH NEW 1" COPPER TAILPIECE ON BACK SIDE OF NEW METER SETTER TO EXISTING CUSTOMERS PRI VA TE SERVICE LINE. AT W LL 866.850.4200 www.atwell-group.com 25 CENTRAL WAY, SUITE 400 KIRKLAND, WA 98033 425.216.4051 EX FIRE HYDRANT W VN 409.81 (8" CONC lE 409.24 (NW) GIS) (8" CONC lE 408.95 (E) GIS) (UNABLE TO ASCERTAIN USED GIS DATA) 12"" CONC IE 407.95 (S) 12"" CONC IE 407.75 (N) 8"" CONC lE 411.27 (W) EX SSMH (15317) RIM 416.09 8" lE 405.93 (CTR CHANNEL) '1EFT--RIGHT ARROW" FND PUNCHMARK IN 1-1 /2 " - - BRASS DISC IN 4 4" CONC MON IN CASE DN. 0.710 IN TV 7?ED-STOP1" NE 12TH & UNION AVE NE (412012023) • "STREET" \---W- - -W- -- 8"DI �-� -OP- - - -OP W VN 415.00 8" CONC lE 415.450 (E) W) (VERIFIED GIS - APS FIELD MAPPING -PHASE 2 RECORD DWG 212015) 420 4 IO N SCALE: 1 " = 20' 0 10 20 40 ALL STATION, OFFSET, AND ELEVA TION REFERENCES SHOWN HEREON REPRESEN T MEASUREMEN IS TAKEN B Y NOR THLINE SUR VEYIN G INC. ON 9/1612 02 5 AND 912212025. ALL POINTS WERE MEASURED AT THE CENTER OF FRAME AND GRATE OR CASTING COVER. ALL LOCATIONS AND ELEVA 77ONS WERE MEASURED WHILE ON PROJECT DATUM TO THE ACCURACIES AS SPECIFIED IN THE CONTRACT SPECIFICATIONS. THE PURPOSE OF THIS SHEET IS TO SUPPLEMEN T THE RECORD DRA WING REQUIREMEN IS PER CON IRA C T SPECIFICA TIONS. ASmEUILTS NE 14TH ST 2 z 12" POLYP/G /N NEW PIPE PR/OR TO INSTALLATION OF END CAP. T L 12-DI ss- 12 DI 2" TEMPORARY BLOW -OFF W 8" AC 2 NE 127H ST -N KEY MAP 2 NOT TO SCALE t aL NE 12TH ST w TEST CONFIGURATION 2" TEMPORARY BLOW -OFF • T T� 16 " C/ W ss-Z ss---� • m U -W� TESTING CONNECTION GA TE VAL VE, & CONNECT TO EX 16 C/ W/ 1- 16"xl2" REDUCER, MJxMJ 2-12"DI SPOOL, LENGTH TO FIT 1-12" SLEEVE, MJ W/ MEGALUGS T TT� 12 " DI 12" DI 16" Cl 12 " DI CUT, CAP & ABANDON EX 8 Cl 8" AC FINAL CONNECTION CONNECTION I NOT TO SCALE W-423311 EXISTING UTILITY NOTE EXISTING UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS ND GUARANTEE THAT ALL U77LITY 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 EXCA VA TION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCA TIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT 8-1-1 (WASHING TON81 1. COM) AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION. CITY OF RENTON PROJECT NO: W-4233 1 2 �\Po W oq�� SCALE: AS NOTED NE 12TH S T A C WATER % o PLOT DATE. 1/20/2026 MA / N & STORM SEWER CITY OF R E N TO N BRIAN J. DARROW, PE PROJECT MA NAGER REPLACEMENT PROJECT 32126 �� \�� WASH I N GTOIV TAYLOR BROWN, PE L F FG/sTc, ENGINEER CA G -2 3- 12 7 SS/ONAE� CAROL DOGGETT DESIGNER CITY OF RENTON WASHINOTOI WATER PLAN NE 12TH ST JOB NUMBER 2 2- 3 5 4 SHTWA- 10 SHT 12 OF 27 cr) C'7 N N i■ i ©2026 ATWELL NO DATE BY 4 4 O Q EXISTING GROUND 440 EXISTING GROUND EXISTING GROUND J)WK J X ® P/PE TYPP/PE TYP �W~—W � k x ®P/PE TYP � — — — — 440 HORIZONTAL AND 440 440 — - 440 DEAD MAN ROTATED BENDS I p BLOC SHACKLED FROM 0 VAL VE TO DMB _ � 0 8ll DI �) s„ DI (TYP) ' � 0 r � O 430 TEE 430 tlE434. EX 4"" GAS 0000NNECTION C TEE TEE (ASSUMED TEE TEE I F/RE SEE DETAIL, SHEET WA-07 3' C0 DER) SD HYDRANT FIRE EX 8" WA lE 433.70 EX 8" WA HYDRANT CE 433.65 EX 2" GAS 430 4 3 0 4 3 0 —Ex 8,, SS CE 437.80 4 3 O - (ASSUMED 3" COVER) lE 431. a9 REDMOND AVE NE — NORTH REDMOND AVE NE — SOUTH SHEL TON A VE J CONNECTION C CONNECT/ON D CONNECT/ON E SCALE: 1 °=20' H, 1 11=51 V SCALE: 1 °=20' H, 1 °=5I V SCALE; 1 °=20' H, 1 °=5' V rn � EXISTING GROUND EL ® PIPE TYP o Ln co Ln co n Q0 O0 N Co 00 O O c6 r< cp c6 EXISTING GROUND EL ® PIPE TYP EXISTING GROUND x _ ®P /PE rYP 440 440 430 � 430 EXISTING GROUND .- — — ® PIPE TYP — — — — EXISTING GROUND W ®P/PE TYP 0 p --- 43O 430 0 8" DI (TYP) �2„ \ = THE 'Ip` 12"D f 12"" SO L7E-E 1 lE 425.12 12�(B=THE) 12"D TEE 430 1 p' 430 420 42O 1 I EX 8" WA EX 12 " SD FIRE J p CE 424.73 /E 425.02 HYDRANT CONNECTION F TEE] CONNECTION G 1 EX 4" GAS I � 3" COVE ) SEE DETAIL, SHEET WA-08 SEE DETAIL, SHEET WA-09 TEE (ASSUMED 12" WA CE UNKNOWN 4 Z O 12"" WA CE UNKNOWN 420 TOWN ON 12TH — WEST ENTRANCE TOWN ON 12TH — EAST ENTRANCE NE 11 TH PL CONNECTION F CONNECTION G CONNECTION H SCALE: 1 °=20' H, 1 °=51 V SCALE: 1 °=20' H, 1 °=51 V SCALE: 1 °=20' H, 1 ll=51 V REVISION EXISTING GROUND EL ® PIPE TYP d oo L o N oo co � EXIS77NG GROUND EL ® PIPE TYP N J . DAT W L r �PoF lop- N 866.850.4200 www.atwell-group.com P 32126 0 25 CENTRAL WAY, SUITE 400 F,p 01 STERN' G KIRKLAND, WA98033 S/0NAL �� 425.216.4051 //2a/2J6 EXISTING GROUND EL ® PIPE TYP ALL STATION, OFFSET, AND ELEVA TION REFERENCES SHOWN HEREON REPRESEN T MEASUREMEN IS TAKEN B Y NOR THLINE SUR VEYIN G IN C. ON 9/1612 02 5 AND 912212025. ALL POINTS WERE MEASURED AT THE CENTER OF FRAME AND GRATE OR CASTING COVER. ALL LOCATIONS AND ELEVA 71ONS WERE MEASURED WHILE ON PROJECT DATUM TO THE ACCURACIES AS SPECIFIED /N THE CONTRACT SPECIFICATIONS. THE PURPOSE OF THIS SHEET IS TO SUPPLEMEN T THE RECORD DRA WING REQU/REMEN IS PER CON IRA C T SPECIFICA TIONS. SCALE: AS NOTED PL 0 T DATE: 112012026 % CITY OF R E N TO N BR/AN J. DARROW, PE �RJ PROJECT MANAGER WASHINGTON TAYLOR BROWN, PE ENGINEER CAROL DOGGETT DESIGNER ASmEUILTS W-423312 EXISTING UTILITY NOTE EX/STING UTILITIES ARE SHOWN /N THE APPROX/MAIF LOCATION. THERE IS ND 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 EXCA VA TION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCA TIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT 8-1-1 (WASHING TON81 1. COM) AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION. CITY OF RENTON PROJECT NO: W-4233 13 NE 12TH ST AC WATER MAIN & STORM SEWER REPLACEMENT PROJECT CAG-23— 1 2 7 CITY OF RENTON WASHINOT13N WATER PROFILES I JOB NUMBER 2 2- 3 5 4 SHT W P-0 1 I SHT IS OF 27