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HomeMy WebLinkAboutW-423303cr) 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