HomeMy WebLinkAboutR-389765N
\
M
D VUECREST ES TA TES VUECREST II SHORT PLA T
015007217 015007232
I-
Ld
LL
U
Ld
w
U)
Ld
ry
U
Ld
CP 14, TYPE 1
TOWNSHIP 23 N, RANGE
5
20+61.82, 12.14' R
VUECREST ESTATES
& VUECREST
OTA.
IM
SHORT PLA T
6 " lE 33�r�iz (SE) IN 395.11
366.10
370.80
12" lE 'ter (E) IN 394.56
21, TYPE 1
366.93
12" lE 3g O.5, (SW) OUT 394.56
4.77
1
` CB -13, TYPE 1
ESTSTA. 52+13.40, 12.78' L L
y
` 'l , STA. 20+25.32, 10. 17'N_jT
366.17
373.95
RIM 396.99-396.10
RIM x.4407.71
i
12" lE 39?n9_9 (NE) IN
itCB
T- 1
11
-12" lE d6.r69- (SW) OU
12" lE 485. (SE) IN 405.79
r'
♦ _ y'
��
12 ' FdI�M 88
2.85
12" lE (N) OUT405.77
CB 16, TYPE 2-48"
r r
i
SS
i8
`\
CB 20, TYPE 2-4 ' S=402.98 (S)
2.56
378.80
4
SO
367.49
rg
SE 1/4 SECTION 31,
TOWNSHIP 23 N, RANGE
5
E, W.M.
VUECREST ESTATES
& VUECREST
l/
SHORT PLA T
JNPLATTED
CB 15, TYPE 1
STA. 22+64.74, 12.17' R
RIM 8 406.11
/ 6" IE -4Bi 08 (S) IN401.51
12" lE �FB6.98 (E) IN400.91
/'12" IE 6 W OUT400.91
A.
/ r
02 LF 1 " LCPE (P"5A
B 1 TYPE 1 _
STA. 19+43.51, 10.17' R `� _'� p0 6 k \ • (•.
�♦ X
_ ♦ 380 --RIM 39.3-4-X393.57 ' // �0 N�1
♦ -6" lE 399.95z (SE) IN 390.9 / �/♦ ♦ `♦ \ \
'12" IE 398.-9,- (NE) 1N 390.50 /��C �� ' Jt9_LF'
12" LCPE\P14 AB) r/" /i i♦♦♦ ��
''92" IE 396-9-�(SW) OUT390. r i
i • / � / 1i � ; 1� rr `
AB L44
LF 12" LCPE 4
394
396 //
LC° 1 .5 'R/ VA TE STOR l CB 11, TYPE 1
RA/NAGE EASEME,N 11 STA. 19+07.71, 10.17' R
_ O LOST 8 AND VCIF HOA, - ' RIM X6392.94
112" lE 389.86 (NE) IN (AB)
12" lE 389.86 (W) OUT (AS) 1.8'N �.� rr 6.6,N 1.3'N
- -c N - - 398 400 / / ' 6' WOOD FEN
r.F
NALL J _ --_ --
WALL a:
�G LOCK WALL' :"SPORT:* 6" PVC
5.0 ' COURT
50 LF DISPERSAL TRENCH
RIM 16394.80
IE X6392.46
TO BE MAINTAINED BY HOA LOT A
SEE DETAIL, SHEET C24
UTILITY CROSSING TABLE
GRAVED T
6
BOTTOM OF PIPE
TOP OF PIPE
CLEARANCE FT
FG
1
SO
366.10
370.80
2.8J
21, TYPE 1
366.93
SS
4.77
J62.70
3.40
ESTSTA. 52+13.40, 12.78' L L
2
l
366.17
373.95
2.95
RIM x.4407.71
i
_
itCB
T- 1
11
1.50
12" lE 485. (SE) IN 405.79
r'
-
��
12 ' FdI�M 88
2.85
12" lE (N) OUT405.77
CB 16, TYPE 2-48"
r r
i
SS
i8
`\
CB 20, TYPE 2-4 ' S=402.98 (S)
2.56
378.80
4
SO
367.49
rg
4.50
BI-DIRECTIONAL VANED GRATE
r
\
WA
3.85
WITH ROUND SOLID LOCKING LID
1.02
WITH THROUGH CURB INLET
a STA. 24+85.52, 11.42' R (SIR.) 2"IE CONC=405.77
r WM
WA
`
STA. 52+05.57, 753' L (SIR.)
RIM 4$i?06 407.59
3.00
RIM X96 -t95.406.99
t
A ��
SS
♦
�p 12" IE 4$5-8-R (S) IN 405.85
1.58
ith a 6" IE 5• (S) IN 404.24 c
�6rmer
-'-
WA
370.70
\
' .12" IE -485-6R (NW) OUT 405.83
GV`
2.J5
.12"IE--0B3-Bs(SE) IN404.14 ,
O N'
,
SS
3
\
3.62
- 12" IE 063.,9r (W) OUT404.14 2.0'N�
i
J
368.13
-
3.65
B 1 TYPE 1 _
STA. 19+43.51, 10.17' R `� _'� p0 6 k \ • (•.
�♦ X
_ ♦ 380 --RIM 39.3-4-X393.57 ' // �0 N�1
♦ -6" lE 399.95z (SE) IN 390.9 / �/♦ ♦ `♦ \ \
'12" IE 398.-9,- (NE) 1N 390.50 /��C �� ' Jt9_LF'
12" LCPE\P14 AB) r/" /i i♦♦♦ ��
''92" IE 396-9-�(SW) OUT390. r i
i • / � / 1i � ; 1� rr `
AB L44
LF 12" LCPE 4
394
396 //
LC° 1 .5 'R/ VA TE STOR l CB 11, TYPE 1
RA/NAGE EASEME,N 11 STA. 19+07.71, 10.17' R
_ O LOST 8 AND VCIF HOA, - ' RIM X6392.94
112" lE 389.86 (NE) IN (AB)
12" lE 389.86 (W) OUT (AS) 1.8'N �.� rr 6.6,N 1.3'N
- -c N - - 398 400 / / ' 6' WOOD FEN
r.F
NALL J _ --_ --
WALL a:
�G LOCK WALL' :"SPORT:* 6" PVC
5.0 ' COURT
50 LF DISPERSAL TRENCH
RIM 16394.80
IE X6392.46
TO BE MAINTAINED BY HOA LOT A
SEE DETAIL, SHEET C24
UTILITY CROSSING TABLE
C
UT
BOTTOM OF PIPE
TOP OF PIPE
CLEARANCE FT
FG
1
SO
366.10
370.80
2.8J
369.44
366.93
SS
4.77
J62.70
3.40
372.11
2
SO
366.17
373.95
2.95
369.42
370.59
WA
J. 76
364.67
1.50
375.55
3
SO
366.29
377.05
2.85
371.46
373.35
SS
4.50
363.73
2.56
378.80
4
SO
367.49
386.50
4.50
371.43
379.00
WA
3.85
366.47
1.02
380.50
5
WA
365.90
378.00
3.00
371.56
369.56
SS
5.64
364.32
1.58
374.00
6
WA
370.70
373.85
2.J5
374.98
371.25
SS
3.00
367.08
3.62
376.15
7
SO
368.13
379.15
3.65
375.16
377.00
SS
3.00
366.62
1.51
LOT
8
SO
DEPTH TO /E
369.29
404.31
375.09
J.49
WA
370.95
408.25
1.66
3
9
SO
372.05
4
402.20
377.60
4.50
SS
400.00
369.79
2.26
6
10
SO
373.80
7
395.65
377.60
4.35
WA
394.60
372.74
1.06
3300
11
SO
405.82
3300
407.64
*8
WA
404.32
1.50
NOTE: 8" WATER MAIN REQUIRES 3 FOOT MINIMUM COVER.
CA TCH BASIN NO TE:
IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE
ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE
CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH
LARGER STRUCTURE AND ADEQUATE KNOCKOUT.
r
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
AS -BUILT
I LOT B
KING CO. BLA
NO L94LO141
orr Mn nr.n1 1 -7nQzc
STORM STUB SCHEDULE
VUECREST ES TA TES
FOO TPRIN T
CB T-1
LOT
/E
FG
DEPTH TO /E
1
367.97
370.80
2.8J
2
366.93
371.70
4.77
3
366.55
372.11
5.56
4
371.00
373.95
2.95
5
370.59
374.35
J. 76
6
369.40
375.55
6.15
7
374.20
377.05
2.85
8
373.35
377.85
4.50
9
375.50
378.80
3.30
10
382.00
386.50
4.50
11
379.00
J82.85
3.85
12
377.00
380.50
3.50
13
375.00
378.00
3.00
14
369.56
375.20
5.64
15
371.19
374.00
2.81
16
371.50
373.85
2.J5
17
371.25
374.25
3.00
18
373.00
376.15
3.15
19
375.50
379.15
3.65
20
377.00
380.00
3.00
VUECREST 11 SHORT PLAT
670
LOT
/E
FG
DEPTH TO /E
1
404.31
407.80
J.49
2
405.42
408.25
2.8J
3
403.60
408.00
4.40
4
402.20
406.70
4.50
5
400.00
404.65
4.65
6
398.00
402.25
4.25
7
395.65
400.00
4.35
8
394.60
39700
2.40
*NOTE.' INVERT ELEVATIONS ARE AT RESPECTIVE
CLEANOUTS
"I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS
AS -BUILT BY D. R. STRONG, AND MAY INCLUDE LOCATIONS,
ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS,
ACCURA TEL Y REFLECTS EXISTING FIELD CONDI T10NS AS DETERMINED
BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA TE.•
1/12/2018. "
•I
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE, KIRKLAND, WA 98033
O 425.827.3063 F 425.827.2423
25+00 `�-T FOUND 1-3/4" BRASS DISC
rtI WITH A "X" IN A 4"X4" CONCRETE
12" L PE P16 MONUMENT, DOWN 0.5' IN
MONUMENT CASE.
408
RI VA TE TYPE 1 CB OR
PPROVED EQUAL (TYP
EE PRI VA TE CB
CHEDULE TABLE,
HEET C14
(AB)
F 12" CPE P17
FOO TPRIN T
CB T-1
Z
\\
LOT
RIM=406.27 TRACT C
1�
CB '17, TYPE 1
1
12"IE ADS=403.3
3330
STA. 25+21.64, 31.89' R
2
a. TRACT B
3330
RIM 468-:F6 4.08.31
I
SSMH
3330
12" lE-0.9-,.:99 (NW) OUT 405.35
a
> RIM=409.89
11
670
5
6"IE=402.38(NW)
/
I
6
J 8"IE=402.19(NE)
3 �o!ence
670
i 4.0'S BUILDING \
CB 19, TYPE 2-48
N
93LF
,CCIO
:.
8
WITH ROUND SOLID LOCKING LID
3330
o
/
1-)
12-
0 STA. 50+59.09, 7.53' L (SIR.)
RIM "^^ "Q 409 58
*IMPERVIOUS AREA TO BE DISPERSED
1 CITY COMMENTS, REVIEW 1 MAJ 03.22.16 MAJ SURVEYED: SCALE:
`is VERTICAL: NAVD 1988
2 CITY COMMENTS, REVIEW 2 MAJ 06.06.16 MAJ DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991
3 CITY COMMENTS, REVIEW 3 MAJ 08.25.16 MAJ MAJ
4 CITY COMMENTS, REVIEW 4 MAJ 10.21.16 MAJ DRAWN:
YLP ONE INCH I�N'���
5 MYLARS MAJ 12,06.16 MAJ CHECKED: AT FULL SCALE w�
6 DRAFT AS -GUILTS MAJ 01,04.18 MAJ MAJ IF NOT ONE INCH
APPROVED: SCALE ACCORDINGLY
N0. REVISION BY DATE APPR MAJ
C TY OF
RENTON
Planning/Building/Public Works Dept
NORTH
GRAPHIC SCALE
0 20 40 80
1 INCH = 40 FT
RECOMMENDED FOR APPOVAL
BY: Date:
BY: Date:
BY: Date:
BY: Date:
-
VUECREST ESTATES & VUECREST II 09.28.15
FIELDBOOK:
PAGE:
STORM DRAINAGE PLAN
0 DRAWING N0:
C15
U15007217 / U15007232 SHEET: 15 OF 33
DRS PROJECT NO. 12102 R-389765
Q I
FOO TPRIN T
12" IE (SW) IN 406.39
LOT
12" IE 096-55
(N) OUT 4.06.35-
CREDIT
1
6119
3330
_ -
VOL. 169, PG'S. 30-36,
2
6059
3330
Hydrant
REC. NO. 9406211158
2.1'N 408 /
3330
670
4
6255
410
670
5
6067
3330
12"IE OONC\ 408.20 -
6
5986
3 �o!ence
670
i 4.0'S BUILDING \
6486
93LF
Dl 1 AR
8
6370
3330
670
1-)
12-
5145
3330
529
W�jJ
1 LF 12" Dl =
07 (NE)
UNPLATTED CB 18, TYPE 1, SLL
11
4500
3330
45
STA. 50+30.46, 12.52' L
op
3330
45
13
RIM X9.39-410.16
+
620
Gate
6286
12" IE 488-6 (S) IN 408.18
670
15
5350
3330
12" IE 9 (NE) OUT 408.13
16
6343
3330
670
17
5396
3330
670
18
*IMPERVIOUS AREA TO BE DISPERSED
1 CITY COMMENTS, REVIEW 1 MAJ 03.22.16 MAJ SURVEYED: SCALE:
`is VERTICAL: NAVD 1988
2 CITY COMMENTS, REVIEW 2 MAJ 06.06.16 MAJ DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991
3 CITY COMMENTS, REVIEW 3 MAJ 08.25.16 MAJ MAJ
4 CITY COMMENTS, REVIEW 4 MAJ 10.21.16 MAJ DRAWN:
YLP ONE INCH I�N'���
5 MYLARS MAJ 12,06.16 MAJ CHECKED: AT FULL SCALE w�
6 DRAFT AS -GUILTS MAJ 01,04.18 MAJ MAJ IF NOT ONE INCH
APPROVED: SCALE ACCORDINGLY
N0. REVISION BY DATE APPR MAJ
C TY OF
RENTON
Planning/Building/Public Works Dept
NORTH
GRAPHIC SCALE
0 20 40 80
1 INCH = 40 FT
RECOMMENDED FOR APPOVAL
BY: Date:
BY: Date:
BY: Date:
BY: Date:
-
VUECREST ESTATES & VUECREST II 09.28.15
FIELDBOOK:
PAGE:
STORM DRAINAGE PLAN
0 DRAWING N0:
C15
U15007217 / U15007232 SHEET: 15 OF 33
DRS PROJECT NO. 12102 R-389765
RES TRIC TED
FOO TPRIN T
VUECREST ES TA TES
LOT
LOT AREA MAX.
IMPERVIOUS
CREDIT
1
6119
3330
670
2
6059
3330
670
3
6315
3330
670
4
6255
3330
670
5
6067
3330
670
6
5986
3330
670
7
6486
3330
670
8
6370
3330
670
9
5145
3330
529
10
6653
3330
670
11
4500
3330
45
12
4500
3330
45
13
5266
3330
620
14
6286
3330
670
15
5350
3330
670
16
6343
3330
670
17
5396
3330
670
18
4844
3330
303
19
5711
3330
670
20
5622
3330
670
VUECREST 11 SHORT PLAT
LOT
LOT AREA
MAX.
IMPERVIOUS
CREDIT
1
8925
3300
700
2
7581
3300
700
3
7577
3300
700
4
7573
3300
700
5
7568
3300
700
6
7563
3300
700
7
7559
3300
700
*8
17046
3600
4000
*IMPERVIOUS AREA TO BE DISPERSED
1 CITY COMMENTS, REVIEW 1 MAJ 03.22.16 MAJ SURVEYED: SCALE:
`is VERTICAL: NAVD 1988
2 CITY COMMENTS, REVIEW 2 MAJ 06.06.16 MAJ DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991
3 CITY COMMENTS, REVIEW 3 MAJ 08.25.16 MAJ MAJ
4 CITY COMMENTS, REVIEW 4 MAJ 10.21.16 MAJ DRAWN:
YLP ONE INCH I�N'���
5 MYLARS MAJ 12,06.16 MAJ CHECKED: AT FULL SCALE w�
6 DRAFT AS -GUILTS MAJ 01,04.18 MAJ MAJ IF NOT ONE INCH
APPROVED: SCALE ACCORDINGLY
N0. REVISION BY DATE APPR MAJ
C TY OF
RENTON
Planning/Building/Public Works Dept
NORTH
GRAPHIC SCALE
0 20 40 80
1 INCH = 40 FT
RECOMMENDED FOR APPOVAL
BY: Date:
BY: Date:
BY: Date:
BY: Date:
-
VUECREST ESTATES & VUECREST II 09.28.15
FIELDBOOK:
PAGE:
STORM DRAINAGE PLAN
0 DRAWING N0:
C15
U15007217 / U15007232 SHEET: 15 OF 33
DRS PROJECT NO. 12102 R-389765