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HomeMy WebLinkAboutzR-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 c'7 c'7 CV LLJ t� \ 0911500065 \ 3516 NE 14TH ST \ EX SSMH 00170 \Ss RIM 422.90 \ 8" CONC IE 415.48 \(INS & E" OUT NW) \ EX CB 10171 F RIM 422.46 I I I CMU/GONG RET. WALL I 3616 NE 147H ST 3624 NE 147H ST0911500040 I I EX FIRE HYDRANT 0911500050 0911500045 WVN 3532 NE 14TH ST I 3" HIGH BRICK WALL N CB Z TYPE/ 425.2J 0.5' KEYSTONE ;12LIF 1 - - - 50+94.43, 9.59' RT (AB) , i GRV i P", V EX SSMH 10585 ❑� ;5 I ' LAWN i --- ---- - _ '� RIM 431.75 / \ SCALE: 1 = 20 �T -OP ` ` 6"PVC IE 423.05 (NE) oi- y----�-pP'=- - - OP- � �-OP - - P -P / \ /,g" CONC lE 422.03 (S-W)PA z 0 10 20 40 8"" CONC IE 419.42 (SE) \\S 6(?_L of W 7 W- -- -- _ 8" CONC IE 419.37 (NW) 2 �P W l\ 12 CY SS- -S' ti0\�-SS- I� �S - 6 Hc,- �\\ -W 52+ k --W s"Ac = -+ \ - _ _ _ c� �i� \ TBM-208Jill J91150007� - - / ELEV= 431.65 1325 PIERCE PL NL ��1 sr�R - c - SS ��\ - - I �o 51 00 W - - ___ S `E 14TH ST \\� ---SS -- -SS --S --� -SS---SS�Q --SS i \ '1 RAISED PLANTERS WOOD KEYSTONE - I / ��' T 1-1 4" MPEI G - - - I - - - - I c / \ 1324 QUEEN A VE NE 0.5HIGH WALL -� Mt- i \; �' �c� / LAWN I I �,p - --=G _ I LA �� s �h 1 , - ' 0911500035 LAWN / I / �, ==x=�X-Ir---UA ------- T ---� - - I- - \�\ f 0 G ` /I I N ;� I STREET SIGN TBM-207 I \I ���I LAWN oo I \ \ cn j I \ BEAUTY ROCK F_ I -1-� I , _EV-423. 37" ��LZI v 10" 10,,'14 M I 0.5' ROCKERY STREET SIGN -I� I W HOUSE -4 SIGN I I� t I CB 1 A TYPE / 1 I ko 1 1L-A1/WN8 "\ C31 co I .' LAWN I 53+4717, 22.52'LT(AB) o o/� % \I PE W I LAWN I Z1 0911500075 0911500135 `V I �- - 3 �I i II \ I I I La 1317 PIERCE PL NE _ I PA i M �- �' 11 1 3533 NE 14TH ST I 36091 NE 14TH ST \`��r 41 st NoI a 430 420 0911500060 3524 NE 14TH - CB 1 TYPE 1 O 0911500055 3608 NE 14774 ST PA / \\ T_ - -�-oP- 3 MB S / 53+16.07, 9.51' RT (AB) :AWN 3 � -op- - - -op- - - c^ I CARPORT �I I I 221.E -12" Dl (AB) N O 3 + _ EXISTING GROUND Q co k + W Lf) - - - - -' ® ROAD TYP k W to `° Lu to 06 QW to- + 3.0 _ DI 0% (0) 3+ xri kN �"--_ 221.E=12 Wh iw. �� 0 ---6'_12" CB Z TYPE/ . 25% "AB � Rtm 43& ✓8- RIM 430.37' (AB) EX 5 8 "" GAS NEW 12" Dl /E 428.1 . R, C B 1 A TYPE I ,,,.-R,m, :ter NEW 12" DI IE 421.98 (IN-E) (AS) RIM 422.53' (AB) NEW 12" Dl 11E 420.43 (IN -NE) (AB) EX 8" CONC IE 420.08 (OUT -NW) (AB) EX 8" CONC /E 420.08 (IN-S) (AB) SCALE: 1 °=201 H, 1 °=51 V EXISTING GROUND EL ® ROAD TYP II � S SHRUB 0. ' CONC. PAVER WALL i 00 �- ill I 11�,6 rn Lo "� N o op u S a N rn Lc) N o 00 Ln Qj o ll� N� 0p O o N N N N N N N N 53+00 52+00 51+00 NOTES 1 INSTALL NEW TYPE 1 CATCH BASIN AND VANED GRATE PER STD DETAIL 200.00 AND 202.00. 2 INSTALL NEW TYPE 2 CATCH BASIN W/SOLID LID PER STD DETAIL 201.00 AND 204.5. 3 CONNECT NEW STORM PIPE TO EXIS71NG S7RUCIURE. 4 CONNECT EXIS77NG STORM PIPE TO NEW S7RUCIURE. © 2026 ATWELL NO DATE BY REVISION STORM DRAINAGE NOTES 1. PROTECT ALL EXIS77NG U77LI77ES /N PLACE UNLESS DENOTED AS ABANDONED OR TO BE REMOVED. 2. INSTALL E7HAFOAM PAD BETWEEN PIPES IF CLEARANCE IS 6" OR LESS J. MAKE CONNEC77ONS FROM NEW PIPES TO EXIS77NG PIPES VIA COUPLING BANDS (FERNCO OR SIMILAR). 4. LIMIT DISTURBANCE TO EXIS77NG SIDEWALKS AND PLANTER S7R/PS TO 7HE EXTENT NECESSARY FOR PIPE AND CATCH BASIN /NSTALLA770N. ANY SIDEWALK DAMAGED BY OPERA77ON OF CONS7RUC77ON EQUIPMENT ON SIDEWALK SHALL BE REPLACED IN KIND BY 7HE CONTRACTOR AT NO ADD177ONAL EXPENSE TO 7HE CITY. 5. CON7RACTOR /S RESPONSIBLE FOR PRESERVING, PRO7EC77NG, AND TEMPORARY BYPASS PROVISIONS AS NECESSARY TO MAINTAIN U77LI77ES AND SERVICE. 6. LOCA77ON AND DEPTH OF EXIS77NG U77LI77ES SHOWN ARE APPROXIMATE CONTRACTOR SHALL VERIFY LOCA77ON OF EXIS77NG U77LI77ES PRIOR TO STAR77NG C0NS7RUC77ON. 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 141N ST -N � W KEY MA P 2 NOT TO SCALE 2 2 NE 121N Sr t 4 N£ 12M ST R-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 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 14 �\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 F SS/ ONAL FG/sTc, ENGINEER CA G -2 3- 12 7 E� CAROL DOGGETT DESIGNER CITY OF RENTON WASHINOTOI STORM PLAN & PROFILE NE 14TH ST JOB NUMBER 2 2- 3 5 4 SHT E D- 0 1 SHT 14 OF 27 C'7 C'7 CV LLJ 0423059262 I 3816 NE 12774 ST 0423059174 041306614 - 3828 NE 127H ST __(Na ADDE21i 8" BRICK BORDER 10' ' PA N -0p_ GRVL / GRVL -op- -0p- GR�L T- _-Op __ II / --T--/ NT--� T- -T TT - - --OPlu�j---Q�k� XOp x- - F- ` - \� --T � -F--- T--- NO ONUME OUN N� \ ^)!'ED X-ING" Lj z c) _ _9+00 L z c� . NI�i1E- _ W T - - W - TH - y�'�C; ' ! EX 6" CONC SD (AB) a� 8+ IN 34.3 SEE TABLE, SHEET GN-01 =G- -T T==TT LSD co --��SD--- NEW CB/--� _? W ISTA 9+21.56, (AS) PAWN EX CB 11630 - ` LA 90 9 RIM 438.63 �. a �f I PA Nl 12" CONC IE 437.08 (E) �`\ III ` II , CB 9 TYPE/ 1 UNKNOWN END 1 III lb r N I 8+42. 47, 2a 6O' L T (AB) SSCO �� I IIIOc'` I EX CB 11656 W 9"GRATE RIM 436.94 `I I III , I I ITO REMAIN /N SERVICE AB „ lE 8" PVC N/A (S) TORIM 4,36.13 P" (UNABLE TO OPEN) I N I III I I Q III I I ` 6" 1E 435.33 (NW) CB 7TYPEl 1 0. on 3n" e. n h 3• i t 1061500170 8+88. 81,5Z 82' L T (AB) 1159 SHEL TON AVE NE u- (IE OUT NE - GIS) P14 X� - CHANNELIZED !1 I II I CONNECT EX. 6" CONC SD 0 I II I TO NEW CBp (AB) III O I I II I CB 8 TYPE 11-48" Z O SOLID LID J I wVN 434.32 I 8+69.50, 20.71' LT (AB) - ® EX SDMH 11657 RIM 43710 8" CONC IE 433.88 (W, E) 12" CONC IE 434.00 (W) EET GN-01 u, 12" CONC IE 433.88 (E) I I (NO VISIBLE INLET SW) i CB 7 TYPE RIM 436.46' (AB) RIM 436.56- NEW 12" DI IE 434.06' (OUT -NE) (A B) 440 - - 12"�/ 8jX (AB 430 420 41.8' 12" DI ® 1. IOZ (AB) W� W W EXISTING GROUND Yll ROAD T TYP U 0 EX 12"SD--��- EW CB (11630) REP CING OLD CB O lM 438.49' (AS) EX 6" SS 4 3 O EW 12"DI IE 436.56 (OUT-E) (AB) IE 431.5+ CB 9 TYPE l -RhW 436.12- EX " GAS (A LIMED 4' COVER) E 3z-95 -e it E� RIM 435.98" (AB) CB B TYPE 11-48 EX 12" CONC IE 43J23 (IN- W) (AB) SOLID LID EX 12" CONC IE 433.23 (OUT-E) (AB) RIM 436.82" (AB) Rmf 435L i e 12" DI SPOOLS /N AND OUT OF CB TO NEW 12"DI IE 43360' (IN-W) (AB) EX CONC WITH 7RANS177ON COUPLINGS NEW 12" DI IE 433.62' (IN -SW) (AB) EX 6' WA EX 12" CONC lE 433 59" (OUT-E) (AB) (NO VISIBLE INLET S(DEP H UNKNOWN) PZ=ED/ABANDONE SW) (AB) 4213 NE 12TH ST EXISTING GROUND EL SCALE: 1 "=ZOO H, 1 "=5� V ®ROAD TYP I rn rn LO r" o r / / NOTES 1 INSTALL NEW TYPE 1 CATCH BASIN AND VANED GRA7F PER STD DETAIL 200.00 AND 202.00. 2 INSTALL NEW TYPE 2 CATCH BASIN W/SOLID LID PER STD DETAIL 201.00 AND 204.5. 3 CONNECT NEW STORM PIPE TO EXIS71NG S7RUCIURE. 4 CONNECT EXIS77NG STORM PIPE TO NEW S7RUCIURE. 0 2026 A TWELL NO DATE BY REVISION 0423059100 I (NO ADDRESS) - T -TBA�-- 214 I ELEV=428.2 )' I - NI-t-Il- SAC % - - �/•/ vn�r�- - -� - W - / SE TABLE, SHEET GN-Of 4- 16.5' (A� - =7:!�Aff SWEET SN Ol 4-7=12 Dl -� - SD - - I - S D -ram _ �T- J CONT. W.� TRFFT" '� I c B 1 a TYPE/ III e� O6 nn nn 2 6 -n3, i T- I II CI 6+20.26, 25.49' L T (AB) EX CB 15404 W 9 "GRA TE RIM 426.74 6' DI? IE 425.94 (SE) 1.0' WALL CHANNELIZED UNKNOWN END QC S 1 CA TYPE 11-48" I II I SOLID LID I ► I III W C , n 2 CO n7 AO" , T 6+03.88, 27.72' L T (AB) D0.3" (4 28/2023) N ■ SCALE: 1 " = 20' 0 10 20 40 81 161- 10'16'F W---- 4" MPE IP a PH 9 - COMMA G- - - - G- 4-MPE SEE TABLE, SHEET N-Ol -SD----JD -, T / "STOP" 24 LAWN 0.II "P WALL r 26 III III i j 6" DI? IE 425.70 (NW) CHANNELIZED I III � I I EX SDMH 15403 - - RIM 42786 -� 12" CONC IE 425.20 (W) 12" CONC IE 425.08 (E) I I NO OTHER INLETS VISIBLE EXISTING GROUND J o Q ® ROAD TYP EX 12 "SD ---SD--- - SD- - '%lO PARKING - 'VA/ KWA / AWN c B IS TYPE / 4 5+46.94, 19.04 LT (AB) 12" CONC IE 424.53 (W) 12" CONC IE 424.43 (E) 1061500610 3900 NE 11774 PL CB 12 TYPE I rn RIM 426.57(AB)4 3 O NEW 12" DI IE 424.88' ( T-W) (AB) n z' a n" n i ea. CB 10 TYPE l 0 23.8' - 12" DI ® 0.597.. (ABA Rf d 426.7 I - - RIM 426.69' (AB) EX 6 " WA 4 2 O NEW 12" DI lE 425.05' 16.5" 4 10 X 12_SD - ---_- OUT-E) (AB) 4-, -12 DI ® 1.657. I CB 13 TYPE EX 2" G S CB 1 1 TYPE H-48^ Rw" - (ASSUM 4' COVER) SOLID LID T 1- R/M 42Z62' (AB) 8' 12" ® 0.50% � EX 12" CONC IE 424.87' (IN-W) NEW 12'DI lE 424.77" (lN-S) (Ark EX 12" CONC IE 424.77' (OUT-E) CB i OA TYPE 11-48" R 53 RIM 42Z64' (AB) NEW 12" DI lE 425.02' (IN-W)(AB) 12 'r " 5: 14 6W ) NEW 12" DI lE 425.02 (IN-E) (AB) NEW 12" DI lE 424.99 (OUT-N) (AB) NE 7 2TH ST EXIS77NG GROUND EL SCALE: 1 '=20' H, 1 °=5 V ® ROAD TYP 4213 RIM 426.28' (AB) EX 12" CONC IE 425.02" (IN-W) (AB) EX 12" CONC lE 425.02' (OUT-E) (AB) 4 10 rn o �z c� N N N N N N N 6 f 00 STORM DRAINAGE NOTES 1. PROTECT ALL EXIS77NG U77LI77ES /N PLACE UNLESS DENOTED AS ABANDONED OR TO BE REMOVED. 2. INSTALL E7HAFOAM PAD BETWEEN PIPES IF CLEARANCE IS 6" OR LESS J. MAKE CONNEC77ONS FROM NEW PIPES TO EXIS77NG PIPES WA COUPLING BANDS (FERNCO OR SIMILAR). 4. LIMIT DISTURBANCE TO EXIS77NG SIDEWALKS AND PLANTER S7R/PS TO 7HE EX7FNT NECESSARY FOR PIPE AND CATCH BASIN /NSTALLA770N. ANY SIDEWALK DAMAGED BY OPERA77ON OF CONS7RUC77ON EQUIPMENT ON SIDEWALK SHALL BE REPLACED IN KIND BY 77-1E CONTRACTOR AT NO ADD177ONAL EXPENSE TO 77-1E CITY. 5. CON7RACTOR /S RESPONSIBLE FOR PRESERVING, PRO7EC77NG, AND TEMPORARY BYPASS PROVISIONS AS NECESSARY TO MAINTAIN U77LI77ES AND SERVICE. 6. LOCA77ON AND DEPTH OF EXIS77NG U77LI77ES SHOWN ARE APPROXIMATE CONTRACTOR SHALL VERIFY LOCA77ON OF EXIS77NG U77LI77ES PRIOR TO STAR77NG C0NS7RUC77ON. 5f00 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. N D SCALE: AS NOTED 0 PLOT DATE: 112012026 AT W L C I TY OF RENT O N BRAN J. DARROW, PE w 866.850.4200 www.atwell-group.com 32126 �WASH I N GTO N PROJECT MANAGER 25 CENTRAL WAY, SUITE 400 s/ TVR��G\� ENYLOR BROWN, PE KIRKLAND, WA 98033 GINEER 425.216.4051 CAROL DOGGETT DESIGNER ASmEUILTS NE 141H ST ` T�a � L 2 NE 121H Sr EXISTING UTILITY NOTE N KEY MA P NOT TO SCALE �+ NE 127H ST R-423303 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 FACILITIES BEFORE CONSTRUCTION. CITY OF RENTON PROJECT NO: W-4233 16 NE 1 2TH ST AC WATER MAIN & STORM SEWER REPLACEMENT PROJECT CAG-23- 1 2 7 CITY OF RENTON WASHINOTOI STORM PLAN & PROFILE NE 12TH ST JOB NUMBER 2 2- 3 5 4 SHT E D- 0 3 SHT 16 OF 2 7 C'7 C'7 CV LLJ © 2026 ATWELL NCI DATE NOTES 1 INSTALL NEW TYPE 1 CATCH BASIN AND VANED GRATE PER STD DETAIL 200.00 AND 202.00. 2 INSTALL NEW TYPE 2 CATCH BASIN W/SOLID LID PER SID DETAIL 201.00 AND 204.5. 3 CONNECT NEW STORM PIPE TO EXIS71NG S7RUCIURE. 4 CONNECT EXIS77NG STORM PIPE TO NEW S7RUCIURE. BY REVISIDN 420 410 BUS EX CB 15312 1\ \ OX RIM 413.87 0423059273 \ \ III o 8 "" CONC IE 411.86 SE \ \ II 4018 NE 127H ST \ �I SUS" cn Ni RIM 16.68 8"406.7J�o' \ I III o I3I I III 15 (WEE) \ I v (CTj CHANNEL) O V) -_-- _,,��� /424 / _%-T-_- -T- ; -- PT o w - FOG LINE41 y - - , WVN S 1 , _ \\ 41 & 00 1 � I I -4S _ �- 1 +50 NE 7 2TH ET o J L G- T P G-- G--�-G--� G�`� c� FOG LINE �20. 'STOP" WCR -�_ fi Lop.�. CB 1 4 TYPE / 4 1 T;nFFn _�:e2'tT / 2+08.31, 25.00' L T :(AB) / EX SDMH 15315 I 1' RIM 420.77 1\\ III I o 12" CONC IE 418.42 (W) CB 1 5 TYPE / I III 12" CONC IE 418.04 (E) 4 1 { I \ ,1i1.45, 2;z7 'LT 1 +80. 01, 27. 59' L T (AB) I / R o IVV/JVVJVV 1160 TACOMA AVE NE EX SDMH 15313 TYPE 1 THRU GRATE I I I1II ( I I o RIM 419.71 I III 12" CONC IE 417.21 (W-SE) 12" CONC ABANDONED (N/NE) (DOES NOT APPEAR TO DRAIN WELL, LOTS OF SEDIMENT) (12" - NOT KNOWN (SW) - GIS) I (12" P. S. IE 414.5, PER 1952 AS -BOIL T PLA T OF BRENTWOOD NO. 2- NGVD29 DATUM) I I I o EXISTING GROUND ® ROAD T1P 2' SD - - EX FIRE HYDRANT �II WVN III I 409. EX SDMH 15318 II I I RIM 414.35 NI III 1` (8" CONC IE 409.24 (NW) GIS) (8" CONC IE 408.95 (E) GIS) (UNABLE TO ASCERTAIN USED GIS DA TA) 12" CONC IE 407.75 (N) III _ --SD 4.42 OPT III w III I 1 1s" ci ZW 0 2� 11. EX CB (15311) RIM 413.60 8" CONC IE 411.27 (W) 8" 1E 405.93 (CT? CHANNEL) "LEFT -RIGHT ARROW" rrvu rurvc,nmHron m i-iiz BRASS DISC IN 4'X4" •'PED-STOP" CONC MON IN CASE, -'STREET" DN. 0.710 IN TX WVN NE 127H & UNION AVE NE 415.00 (412012023) \---W----W----W-- 8" DI - ��---OP----OP I ffI F ` EXCA VA TION WORK NEAR THE PIPELINE. N II c CB 1 7 TYPE 11-48' O 2 4 III I SOLID LID 66' 1 +51.59, 39.04' L T (AB) II NO PIPE JOINTS ON CROSSINGS. CONTRACTOR SHALL "I I CENTER PIPE OVER SPU TRANSMISSION CROSSING SO a 10 : I THAT NO BELLS ARE DIRECTLY ABOVE OR BELOW SPU PIPE. 17=12" DI ^� I C B1 6 TYP' E / 1 O ,'-TV96A 7�1.7�CT 1+69.37, 38.96' LT (AB) EX CB 15314 a RIM 418.90 O I 12" CONC IE 416.30 (NW) 8" CONC IE 415.45 (E) (VERIFIED GIS - APS FIELD MAPPING -PHASE 2 RECORD DWG 212015) 3 I� EX 12" SD _ 17=12" 17.8' -12" 02.59709.06R AB CB 14 1 TYPE l EX 12" CONC /E 418.37' (IN- W) (AB) RhW 4297777 � EX 12" CONC 1E 418.08' (OUT-E) (AB) 12" DI SPOOLS FROM NEW CB TO EX CONC SO WITH 7RANS177ON COUPLINGS CB 15 TYPE l B 1 7 TYPE 11-48[ S LID LID 4 I 0 CB 15 RIM 419.63" (AB) Rw � EX 12" CONC lE 417.32' (lN-W) (AB) 12" 1E 4f+*111-11N i„` EX 12" CONC 1E 417.32' (OUT -SE) (AB) CB 1 6 TYPE 1 11 422 5z2-Fi�a�� 12" DI SPOOLS FROM NEW CB TO &gam EX CONC SO WIIN 7RANS177ON COUPLING RIM 418.95' (AB) EX NEW 12"DI 1E 414.62' (IN-) (AB) _SPU Wq EX 12-CONC 1E 411.58' > (AB) B 16 - RIM 418. 98' (AB) IE 405. 81 f ) NEW 12" Dl lE 416.23' (OUT-E) (AB) EX 12 CONC. lE 411.28 ('T-N) (AB) EX 12 CONC lE 416.28" (lN-NW) (AB) 12" Dl SPOOLS /N AND OU 7F CB TO N E 1 2TH E T 12" DI SPOOL FROM NEW CB TO EX CONC SD W177/ 7RANS1NV COUPLINGS EX CONC SO W TH TRANS177ON SCALE: 1 °=20' H, 111=5/ V COUPLING 420 N ^ 00 n n pl� N O a r< o 0 3 f 00 STORM DRAINAGE NOTES 2 f 00 EXISTING GROUND EL ® ROAD TYP 1. PROTECT ALL EXIS77NG U77LI77ES /N PLACE UNLESS DEN07ED AS ABANDONED OR TO BE REMOVED. 2. INSTALL E7HAFOAM PAD BETWEEN PIPES IF CLEARANCE IS 6" OR LESS J. MAKE CONNECTIONS FROM NEW PIPES TO EXIS77NG PIPES WA COUPLING BANDS (FERNCO OR SIMILAR). 4. LIMIT DISTURBANCE TO EXIS77NG SIDEWALKS AND PLANTER STRIPS TO 7HE EXTENT NECESSARY FOR PIPE AND CATCH BASIN /NSTALLA770N. ANY SIDEWALK DAMAGED BY OPERA77ON OF CONSIRUC77ON EQUIPMENT ON SIDEWALK SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO ADD177ONAL EXPENSE TO THE CITY. 5. CON7RACTOR /S RESPONSIBLE FOR PRESERVING, PRO7EC77NG, AND TEMPORARY BYPASS PROVISIONS AS NECESSARY TO MAINTAIN U77LI77ES AND SERVICE. 6. LOCA77ON AND DEPTH OF EXIS77NG U77LI77ES SHOWN ARE APPROXIMATE CONTRACTOR SHALL VERIFY LOCA77ON OF EXIS77NG U7ILI77ES PRIOR TO STARTING CONS7RUCIION. AT W LL 866.850.4200 www.atwell-group.com 25 CENTRAL WAY, SUITE 400 KIRKLAND, WA 98033 425.216.4051 J. Ipm ra 32126 S FG/STER��c s/ o�"414 //2a/2J6 �• �CITY OF RENTON WASHINGTON N SCALE: 1 " = 20' 0 10 20 40 NE 141H ST -N � W KEY MA P 2 NOT TO SCALE 4 - 2 t t NE 127H Sr 4 LLNEEE?IH ST CAUTION: SEATTLE PUBLIC UTILITIES (SPLI) WATER TRANSMISSION PIPELINES CONTACT SPU 72-HOUR BEFORE ANY EXCA71ON WORK NEAR THE PIPELINE. SPU FIELD REPRESENTATIVE CALL SPU S LAKE YOUNGS HEADQUARTERS AT 206-684-3933 OR SPU WATER OPERA TIONS CEN TER A T 206- 733- 9300. 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 TIONS 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 R-423304 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 EXISTING FACIL1 TIES BEFORE CONSTRUCTION. CITY OF RENTON PROJECT NO: W-4233 1 7 NE 1 2TH ST AC WATER MAIN & STORM SEWER REPLACEMENT PROJECT CAG-23- 1 2 7 CITY OF RENTON WASHINGTON STORM PLAN & PROFILE - NE 12TH ST JOB NUMBER 2 2- 3 5 4 SH T E D- 0 4 SH T 17 OF 27