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HomeMy WebLinkAboutR-423302c'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