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HomeMy WebLinkAboutW-423304CM 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