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� SEWER NOTES: NOTE:
N ,TRACT;M ASBUILT SEWER AND WATER PLAN AND PROFILE - SE 18TH ST 1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS
/ NOTED OTHERWISE. 1. MINIMUM OF 10 FT SEPARATION BETWEEN
SEWER OF
co // FOR 2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6" PVC FTBETWEEN SEWER AMAIN AND STORM U^L7
LINE.
O ♦� _n0, // i SDR-35 @ 2.0% OR GREATER SLOPE.
1 GG I ALLUlM AT TIFFANY PARK 3 S ME MATERIAL AS TEE SWERT MAIN. OF THE 2BETWEN OSEWER F 12 (LINE ANDA OTHER RUTILIITIES.
0 10 20 40 � AWErLAND E "• TRACT B
0 CATEGORY 3THO
4. SHALLOW MANHOLES PER C.O.R. STD PADDING WILL BE PROVIDED..
PLAN 400.2 IF THIS IS NOT POSSIBLE E
w FOAM
_ PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21,
CO CO BEARING PAD
/ TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON
/ 1 +32 1 +82 CID ELEVATION (TYP)
EX. HYDRANT AT NE CORNER �/ �9�, ems, 1 Cp CO 2 CO nn L=32' L=32' 2+32 GG
OF MONROE AVE ANDS 18TH '`�` / c'' .. �'''� 1 +00 0+32 0+82 40g gp IM=4}ff98.4 .73 4 ? RIM=48 4 38 L=32' 41V
\ °�F` ✓ i ''.� �.�' 400.90 403.30 i C i �-
STREET. ADJUST HYDRANT TO \. 'A i L=32' I L=32' �� L=32' /' IE=4949�4 6410.90- IE=49S-0-41 .0 `� i RIM=A1 411
GRADE AND INSTALL STORZ SEE BLOW UP OF /.''-------------- �r���� RIM=4 - �� _ 4 6.75 ` PE=30.1 % ��� SL(iiP=38.4% IE= i _ 422
ADAPTER. �. EX.' WATER CONNECTION •.....••''' / oo _ IE=394-5� 39 52 IE= 3 9.52 IE=499-9� 40 .07 SLa1��46.Q% -
s --- _ . �� TFi1S. SHEET. i 1 - '. SLOPE = 7.3% _�LOPE =10 3� ,'� SLO�C-2J .4% i i 3 I ,
-'
Y ________________________________
Q 4
15
\ a:
r._= -----------------------
_ _--------=--=__--------------------------
EX 8" WATER EX.CB a `•
Q 3= SEX... Q S _ 2 - o / o / / T�D
�iz Wo�/ 161' LF 8" DI / eFi 260 LF 8 DI''. l i•./W."EX. CB #5 - - Ex. 10" sD EX_CB #s�j �' `• _. o/ SE 18Th� . ST W _ _ _ _ A3 118 1 � , l i0 _SSMH�k1 PROPOSED 1"� L 8" PVC o �'" ' 289 LF 8" CLL
-90
IRRIGATION METER p
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CONNECT TO SSMH CONTRACTOR
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LL OTHOLE EX. SS
4
�-,CLEANOUT AND INSTALL/•'
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TO VERIFY E>ISTING INVERT PRIOR
CLEAN OUT PRIG
CONSTRUCTION
N_EW MANNOLE_---
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TO CONSTRUCTION CONTACT
AND VERIFY EXACT INVERT ELEVATION
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94
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SEE DETAIL SHEET
61 ENGINEER IF ICONFLICT EXISTS.
CONTACT ENGINEER IR CONFLICT
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CO
93
Co
92 `•
CO
91
CO
FOR
CROSSING OF
STORM I
EXISTS.
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+
L=23'
;
401.00 0
0+47
404.30
0:+97
407.70
1 +47
411.70
, +97
90
2+47
WITH
LOTS
SEWER STUB
89 TO 94.
FOR
ADJUST EXISTING ATER METER TO
I
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: ' ' ' '
I
I
RIM=.49! .% 401.04.
L' 24'.•
RIM=464-36
404.07
L=24'
RIM=4$ 6�
407.82
L=24
RIM=4�$9� 411.92
L=24' 415.80
RIM=4�r.6@ 417.83
L=241'.
RIM=6 4 /8.96
I
FINISHED GRADE A NEEDED.
� o [
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I
IE=395.00
LOPE=VARIES
o
IE= 98.30
;P
396.4 �l
IE=494�9399.89
sz�
IE=405.70
IE=489-89 407.7
SLOPE=VARIES
IE= 2-894f0.7
SLOPE=VARIES
SLOPE=VARIES
SLOPE=VARIES
SLOPE=VARIES
415
GiC•7
IT• 2
IZI
395
375
NOTE:
■
ROADWAY FINAL SUBGRADE SHALL BE
ESTABLISHED AND COMPACTED BEFORE
o
■
THE INSTALLATION of WATER MAINS IN
-
_
o
ro 1
ALL CUT OR FILL AREAS.
LOW
PT STA
= 10+00.00
o
coo ■
+
o
PVI STA =
11 +00.00
- -
■
Lu
PVI FLEV
=�58.�3
u
�K=8.57
w``'�
200
VC
1
CD
ro1
a
0
CD
o
EXISTING
GRADE
PROPOSED
GRADE
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Q CENTERLINE
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N.172085.85
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E.1308719.38
--- �� >-T
N.172127.12
1
f:1308552.99
II
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2 N.172115.17
2
30" STORM
4
■
----_
EX.
E.1308561.20
F -
■
1
STOR
S8MH#2 TYPE 1-48,
STA. = 1 1 +20.22, 4.05', RT
L
118
1
RIM = 8 400.74
■
ELF 8 EIS b 1.00%
IE = 391-28 (8" E) 391.11
1
SS Q 1�•4%
IE = :391.18 (8" W)391.01
■
1
J.
_Tl
18" STORM
■
18" STORM
1
s' MW
TYPE 1-4F
•
A.
= 30+68.09, 487.19', RT
1
EX. SSMH #3
RIM
= 396.97 396.96
■
STA. = 9+48.81, 4.99', RT
■
RIM = 396.66
IE =
3$8.01- (8" W) 387.96
-
SE
18TH STREET
EXISTING GRADE
-1
IE = 387.47 (8" E)
RESIDENTIAL ACCESS
Q CENTERLINE
IE = 387.37 (8" W)
-
-
1"=20'
1"_
25
MPHDESIGN SPEED
PROPOSED GRADE
�
HORIZ.
-
VERT.
Q CENTERLINE
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7' LF 8" DI 15 VERTICAL DATUM
6"-SANITARY SEWER STUB DESIGN TABLE
LOT #
IE Q MAIN
PIPE# 1 VERTICAL
LENGTH
IE Q BEND
PIPE#2 LENGTH &
SLOPE
IE Q LOT
89
392.72
19.21'
392.88
24 LF @ 2.00%
412.80
90
392.44
16.09'
392.60
24 LF @ 2.00%
409.80
91
392.17
12.26
404.43
24 LF @ 2.00%
405.70
92
391.89
8.91'
400.53
24 LF @ 2.00%
401.70
93
391.62
6.21'
397.83
24 LF Q 2.00%
398.30
94
391.18
3.35'
394.53
23 LF Q 2.00%
395.00
SEE SANITARY SEWER STUB CROSSING DETAIL ON SHEET 61. SEE VERTICAL RISER
CONNECTION, COR STD. PLAN 409, SEE SHEET 60.
12+00
415
425
410
420
405
415
400
410
395
405
390
400
385
395
380
390
375
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as •.°. '..L
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422.30 0+ 10
L=23'
RIM=422.30 421.94
IE=416.38 414.11
SLOPE =64.8%
NOTE:
ROADWAY FINAL SUBGRADE LL BE
I 1 1 • D BEFORE
THE INSTALLATION OF WATER MAINS IN
ALL CUT OR FILL AREAS.
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12+00 WATER MAIN FITTING DATA TABLE 13+00
O I O I O
LF 8" DI
CITY OF RENTON, NAVD 88
STA. 10+04.83, 12.02 LT
STA. 10+09,85 7.00 LT
STA. 1 1 +77.77, 7.00 LT, 16.50 LT
EX. 8" WATER
INSTALL:
INSTALL:
INSTALL:
-W -W -W
2
BENCHMARK
REMOVE EX. PLUG AND CONCRETE
1-8" 45° BEND (MJXFL)
1-FIRE HYDRANT ASSEMBLY
BLOCKING CONNECT TO END OF EX
1-8" GATE VALVE (FLXMJ)
PER STD. PLAN. NO. 310.1
1
FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4"
CONIC
8" DI. COORDINATE WITH CITY OF
1-8" SLEEVE (MJ)
1 - 8"X6" TEE (MJXFL)
421' LF 8" DI
INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK
1857
RENTON FOR SHUTDOWN.
CONCRETE BLOCKING
1 - 6" GATE VALVE (FLXMJ)
EL=413.38 (JUNE 2013)
CONNECTION PER COR STD PLAN
300.5. FINAL CONNECTION BY CITY
SE 18TH STR CONNECTION
DETAIL
FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE
158TH
FORCES
ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24'
(JUNE
1-8" 45' BEND (MJ)
NOT TO SCALE
2014) CONCRETE BLOCKING
SURVEYED: SCALE: 7 VERTICAL: NAVD 1988
BCE HORIZ: 1 "=20' HORIZONTAL: NAD 1983/1991 CITY OF
BJT
DESIGNED: VER: 1 "=5'
REN TON
2 REVISED PER CITY COMMENT BK 1/20/1 BJT DRAWN: RAG ONE INCH DATUM
1 ASBUILT BK 11/2/18 BJT CHECKED: AT FULL SCALE Plonning/Building/Public Works Dept.
RAG IF NOT ONE INCH
NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
BJT
14+00
CITY OF RENTON
E�)EPAFiTMENT OF PUBLIC WORKS
425
420
415
410
••
-c •
UTILITY CROSSINGS:
QIE
12" SD=395.98
T/P 8" W=394.98
QIE
12" SD=395.29
T/P 8" SS=390.87
QIE
12" SD=409.86
T/P 8" W=408.86
QIE
12" SD=408.96
T/P 8" SS=393.00
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APPROVED BY DATE
v
APPROVED BY DATE bA ° CONSJ
APPROVED BY DATE v
SEWER AND WATER PLAN AND PROFILE D 11 /20/2018
ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK:
PAGE:
MAINVUE WA, LLC DRAWING N0:
1110112TH AVE NE, SUITE 202 w
BELLEVUE, WA 98004 SHEET: 47 OF: ww U
S - 3 9 2 3 0 3 IWI-1319121 3