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VERTICAL DATUM
CITY OF RENTON, NAVD 88
BENCHMARK
FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC
INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857
EL=413.38 (JUNE 2013)
FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH
ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE
2014)
ASBUILT SEWER AND WATER PLAN AND PROFILE - SE 18TH ST
FOR
ALL UlM AT TIFFANY PARK
PTN OF THE
W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4,
OF THE SW1/4 OF SEC. 21,
TWP. 23
N., RGE 5 EAST, W. M.
CITY OF RENTON KING COUNTY
STATE OF WASHINGTON
► CO i
CO
i CO
1+27
►► 0+54 �
-
L-32' a
� 22
0+24
L=34' 23
CO � L=32' 24
► '. 430.80
► RIM=#3A-86 4 1.01
432.80
RIM=432.80 4 .49 433.80
i RIM=434.29 433.96
0+75 i 434.20
IE=428.29 428.78
CO
CO 20
► IE=4�4.8942�3 3
IE=426.-86 42724
L=35'433.56; SLOPE=9.5%
i � 0+36
0+05
428.60
.� SLOPE=16.0%i
SLOPE=11.23% -JIR
=q3,g�
433.80 L=34' 26
L=32'
► ?
;P
IE=42780 4 7.
Lu Lw
RIM=433.804 3.69 433.60
RIM=4i8-6� 42 .51
► �, : I
►►
SLOPE=10.6 �-
- - a
IE=427..89.42 .18
"
IE=4�-:6942 38
� • �
- - >
`- ��
7.2% SLOPE = PROPOSED 1
SLOPE- 12.4%
•.I
D D
D\ \ D
IRRIGATION METER
.D.
.D D
p
D
\ \ W/ DCVA
.
G D W p p � 1 �
D �
D
• .. D
D
288' LF 8„ DI
D p
W
p
ti'_ fl D
0_. R D���' _ SE 18THST*
M ,
#6 �� 134 LF 8" PVC-..3 N-
A �1
o-u) 8" Gam_ -- t 2
�. 75' �F
\ D
ltr_� `
57
L CO
56 0+52
L=20'
433.1E
RIM=4339
IE=4231.10
SLOPE=18.7
BEARING PAD
ELEVATION (TYP.)
SSMH#7
�
D a
CO
1+00
55 L=21' co
434.10 RIM=434 !9 43 .08 0+36
IE=428.18 426. 2 L=21'
SLOPE=18.0% RIM=433-98 433.85 54
IE=42 7.99 426.37 433.90
SLOPE=13.8%
................\
SEWER NOTES:
1, SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS
NOTED OTHERWISE.
2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6" PVC
SDR-35 @ 2.0% OR GREATER SLOPE.
3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE
SAME MATERIAL AS THE SEWER MAIN.
4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2
•CO
0+86
L=34'
RIM = 433.6E 4 3.45
IE=427,69 42 .81 CO
SLOPE=8.6% 0+ 15
:\ L=32'
CO
0+86 53 \
L=21 433.60
RIM =433r9 433.53
IE=427.60 424.93
SLOPE=VARIES
27 RIM=433.66 433.65
433.60 IE=427.69 426.64
SLOPE=10.4%
D
D •
p p D
H#8
co
52
433.60
450 450
NOTE:
ROADWAY FINAL SUBGRADE SHALL BE
ESTABLISHED AND COMPACTED BEFORE
THE INSTALLATION OF WATER MAINS IN
"5 ALL CUT OR FILL AREAS. 445
440 -- -- -------- 440
rno------- - - --__-------- rno o^ ------____
(p i (p N
n c3li n pn O
+ N i + n + 10
LO ^ 00 �t
i
Li.l / W L d
AeIG U) U (n U N U wAG
4W PROPOSED GRADE �7�7
0
z
LLJ
430 430
425 r7Y 425
s I�/�
00' RT 42O
1.93% -
- RI__
- - "
_ " -
415 IF= 415
RESIDENTIAL ACCESS -
DESIGN SPEED
= -
410 410
--EXISTING GRAnF'
0 CENTERLINE
405 405
LO U-) (O N to O0 00 I� M I� ^ M M �\
Otfl Otfl o �r7 o�p Ntfl �O 00 �Lq �(fl rnto �� N N� Cop Np � c0 cV
� 00 Qi O 00 ni 0') ni 0) W) 0) 0-)W) 0-)Wi rj 0-)n �,� O M 0) "1 0) n 0) PO00 M NN 1N M N-)M M MM MM M �M rnpr, to to M �M �M 1M
16+00 17+00 18+00 19+00
SURVEYED: SCALE: 7 VERTICAL: NAVD 1988
BCE HORIL: 1 "=20' HORIZONTAL: NAD 1983/1991 CITY OF
BJT
DESIGNED: VER: 1 "=5' "
RENTON
EN TON
2 REVISED PER CITY COMMENT BK 11/20/18 BJT RAG ONE INCH DATUM
1 ASBUILT BK 11/2/18 BJT CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
RAG IF NOT ONE INCH
NO. REVISION BY DATE APPR APPROVEBJT D: SCALE ACCORDINGLY
NOTE:
1. MINIMUM OF 10 FT SEPARATION BETWEEN
SEWER MAIN AND WATER MAIN. MINIMUM OF 7
FT BETWEEN SEWER MAIN AND STORM LINE.
2. MINIMUM OF 12 IN VERTICAL SEPARATION
BETWEEN SEWER LINE AND OTHER UTILITIES.
IF THIS IS NOT POSSIBLE ETHO FOAM
PADDING WILL BE PROVIDED.
SITE PLAN KEY MAP
NTS
UTILITY CROSSINGS:
AIE
12" SD=428.18
T/P 8" W=427.18
AIE
12" SD=427.70
T/P 8" SS=422.00
AIE
12" SD=429.99
T/P 8" W=428.99
AIE
12" SD=429.62
T/P 8" SS=424.05
AIE
12" SD=429.57
T/P 8" W=428.57
AIE
12" SD=429.03
T/P 8" SS=424.54
6"-SANITARY SEWER STUB DESIGN TABLE
LOT #
IE @ MAIN
PIPE#1 VERTICAL
LENGTH
IE @ BEND
PIPE#2 LENGTH &
SLOPE
IE @ LOT
53
423.74
3.44'
427.18
21 LF @ 2.00%
427.6E
SEE SANITARY SEWER STUB CROSSING DETAIL ON SHEET 61. SEE VERTICAL RISER
CONNECTION, COR STD. PLAN 409, SEE SHEET 60.
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WATER MAIN FITTING DATA TABLE
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O STA. 16+20.12, 7.00' LT, 16.50 LT
INSTALL:
o
�F42 R
,�
ass/4
1-FIRE HYDRANT ASSEMBLY
PER STD. PLAN. NO. 310.1
LT
1 - 8"X6" TEE (MJXFL)
11/2.0/2.01
1 - 6" GATE VALVE (FLXMJ)
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CONSTRUCTION RECORD
DRAWING
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THIS CONSTRUCTION RECORD DRAWING IS A
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COPY OF THE APPROVED CONSTRUCTION
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DRAWINGS PREPARED BY BARGHAUSEN
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CONSULTING ENGINEERS, INC AND HAS BEEN
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EDITED TO REFLECT ASBUILT CONDITIONS. THE
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INFORMATION PROVIDED ON THESE RECORD
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DRAWINGS IS A COMBINATION OF FIELD
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SURVEYED INFORMATION AND DOCUMENTED
FIELD REVISIONS.
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CITY OF RENTON
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E>EPARTMENT OF PUBLIC WORKS
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APPROVED BY DATE
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APPROVED BY DATE
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APPROVED BY DATE
APPROVED BY DATE
SEWER AND WATER PLAN AND PROFILE
DATE: 1 /20/2018
ASBUILT - ALLURA AT TIFFANY PARK
FIELDBOOK:
MAINVUE WA LLC
PAGE:
DRAWING NO:
1110112TH AVE NE, SUITE 202 LL!
BELLEWE, WA 98004SHEET:qg 0.U
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S - 3 9 2 3 0 5 IW -131912131015