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(UNABLE TO OPEN) I N I III I I Q III I I ` 6" 1E 435.33 (NW)
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1061500170
8+88. 81,5Z 82' L T (AB)
1159 SHEL TON AVE NE u-
(IE OUT NE - GIS)
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III O I I II I CB 8 TYPE 11-48" Z O
SOLID LID
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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 -
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430
420
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W W EXISTING GROUND
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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
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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)
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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)
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SCALE: 1 " = 20'
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SEE TABLE, SHEET N-Ol
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LAWN
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III
i j 6" DI? IE 425.70 (NW)
CHANNELIZED
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EX SDMH 15403
- -
RIM 42786
-� 12" CONC IE 425.20 (W)
12" CONC IE 425.08 (E)
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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
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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
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2
NE 121H Sr
EXISTING UTILITY NOTE
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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