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811
Utilities Underground Location Center
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SE 1/4 SECTION 31,
CB T-1
5
1=238.86
VUECREST ES TA TES
QVC (SE)
l/
PVC (W)
2 CITY COMMENTS, REVIEW 2 MAJ 06,06.16 MAJ
DESIGNED:AJ
3 CITY COMMENTS. REVIEW 3 MAJ 08,25.16 MAJ
4 CITY COMMENTS, REVIEW 4 MAJ 10,21.16 MAJ
DRAWN:
LP
ONE INCH
CB 103, TYPE 2-48'
SDMH \
I'iii11'1'i
RIM=243.07
STA. 13+88.20, 11.39' L (STR.)
4" PVC (W)
377.7
12" PVC (S) - O
373.
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378.00
Af 15' PUBLIC
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STA. 02+94.80 (STR.)
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12" IE X5.46 (E) IN 245.79
2
12" IE 441-6 (W) OUT 242.35
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4 496-�
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SDMH
WITH TRASH RACK
7 1099.96
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STA. 15+ 14.30, 11.87' L
IE=241.29 12" PVC (N)
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811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
SE 1/4 SECTION 31,
TOWNSHIP 23 N, RANGE
5
E, W.M.
VUECREST ES TA TES
& VUECREST
l/
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STA. 11+01.90, 14.81' R
RIM 46�T IICB it
1 369.31 II 6, TYPE 1 LS' Q
` 2" IE 36£--1•e (E) IN 366.05 L
II
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CB 4, TYPE 2-48" CBI TYPE / 1 STA. 12+04.15, 12.17' L
STA. 12+04.16, 11.39' R (STR.) ,' �' ° ,{' �t�ri i I 1 / , RItvI,=369,14 // STA. 30+25.17, 0.13' L
STA. 30+01.61, 0.12' L (STR.) ,' �� �,O , / 3,• 0 1 E �t365.82 1 RIM 3�%371.24
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12" IE 369.58- (W) OUT369.64
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I DROP CATCH BASIN , 11 /
I ' STA. 15+ 10.38, 11.60' R (STR.) I , i i I I ' I a -
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16" IE 341-59- (NW) IN 371.40
12" IE 44.66 (E) IN 371.80
18" IE 363.55 (N) IN (AB) '`; , 366 8
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IE 239.39 8" PVC (N) I I 1' I ' I I I I I' IA I ,(AB 8 /E 362.50 N IN I +
IE 239.21 12" PVC (W) I II II ITEI IRI '
IE 238.69 12" PVC (SE) DETENTION W I I I I I1 AI I1 Li I1 & l , Yl I l I Ai UIIL -I
F/AOO4P/
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RIM 243.07 (AB) +' S8 ---------- -
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HDPE PIPE PER PIPE ���16+27.62, 10 .36' R
- . V,
SP CIFICQTl NS• IM 339. 46379.78
\24IE 4.99-(E) 1N355.08
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2" IE 336.46 (SE) IN 376.7
i I 1 I I i 1 1 1 \ \ \♦ 12" IE 355.•9,6 W OUT
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12" LCPE P203
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ICB 203 TYPE 1 PRI VA TE)
STA. 40+50.13
/ RIM X36.34-376.21
6" /E 33�F.,90 (SE) IN 372.80
-12" IE 4AR. 0 (W) ClUT372.33
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103.22.16
MAJ
SURVEYED:
sJs
SCALE:
AS NOTED
2 CITY COMMENTS, REVIEW 2 MAJ 06,06.16 MAJ
DESIGNED:AJ
3 CITY COMMENTS. REVIEW 3 MAJ 08,25.16 MAJ
4 CITY COMMENTS, REVIEW 4 MAJ 10,21.16 MAJ
DRAWN:
LP
ONE INCH
CB 103, TYPE 2-48'
C
MAJAT
I'iii11'1'i
6 DRAFT AS-BUILTS MAJ 01.04.18 MAJ
STA. 13+88.20, 11.39' L (STR.)
N 0. REVISION B Y I DATE A P P R
377.7
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STA. 40+24.39 (STR.)
378.00
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404.40
4 496-�
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7 1099.96
398.40
396.2
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LF 112" LCPEI P102
(AB)
CB 102, TYPE 1
1
. -
STA. 15+ 14.30, 11.87' L
; RIM k5 377.63
161, IE 336 (E) IN 374.75
1\12" IE 3, 4.-06 (W) OUT 374.25
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CB 7, TYPE 2-48 �•
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STA. 15+96.01 10.97' R
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TRACT „P„ TYPE 2-48
,
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DROP CATCH BASIN
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I;STA. 40+01.61 (STR.)
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31+00
I\ICB 204, TYPE 1 PRI VA TE)
STA. 30+52.54
' RIM 3�-58-372.51
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6" IE 338.96 (NE) IN 370.16
12" IE 369.58- (W) OUT369.64
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CB 2, TYPE 2-48"
I DROP CATCH BASIN , 11 /
I ' STA. 15+ 10.38, 11.60' R (STR.) I , i i I I ' I a -
I ; RIM Z�T377.40 I 1 ; i 6
16" IE 341-59- (NW) IN 371.40
12" IE 44.66 (E) IN 371.80
18" IE 363.55 (N) IN (AB) '`; , 366 8
118" IE 363.55 (W) OUT(AB)
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CB 1, TYPE 2-48"
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STA. 15+08.77, 46.14' R (STR.)'`1/. /
RIM 316.46376.36
18" /E 46.86 (E) IN 362.76 °
1A
18" lE 46.56 (S) OUT 362.83
(AB)6 CFI 8 IL PE ® 01
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1 1 1 1 1 1 1 I I 1 1 1 , l I")d- I '� I' :.•1 24
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IE 239.39 8" PVC (N) I I 1' I ' I I I I I' IA I ,(AB 8 /E 362.50 N IN I +
IE 239.21 12" PVC (W) I II II ITEI IRI '
IE 238.69 12" PVC (SE) DETENTION W I I I I I1 AI I1 Li I1 & l , Yl I l I Ai UIIL -I
F/AOO4P/
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TA. 03+33.72 (STR.) I ( ) ;� i 1 ________ I --
I 1 WITH PIPE ANCHORS PER I ti`'- FROM I.OR _QR tiv,�__Irc�'``�
RIM 243.07 (AB) +' S8 ---------- -
lE� NEW 12" DI E 12 i 1 I II II KCSI I IWQM T(1�iEi 4.2.E .�1,1 1 1`� ;� „'TDP O.F SLOPE -------- n
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I , (TRANSITION PIPE FRO�1 \ \ \ \ € \ \ \ E\L\E�(�4\7�30 \ \�\
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•-48'GRADE. ALLOWABLE C8 22, TYPE 2 ,�\�����; ,`; ; -•,. I'
"C 8; �T'f 1FORBENDING RADIUS \STA. 00+40.99 (STR.)
HDPE PIPE PER PIPE ���16+27.62, 10 .36' R
- . V,
SP CIFICQTl NS• IM 339. 46379.78
\24IE 4.99-(E) 1N355.08
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2" IE 336.46 (SE) IN 376.7
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(`) 355.03 F %�-,, -
- _ . A'1/4r, / ' 1 / ' ' - -}, 2IE 3�6. 6 (N OU T376 71
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12" LCPE P203
-' 14
ICB 203 TYPE 1 PRI VA TE)
STA. 40+50.13
/ RIM X36.34-376.21
6" /E 33�F.,90 (SE) IN 372.80
-12" IE 4AR. 0 (W) ClUT372.33
19
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1 I 1 I I I I ..\� \\, 1 °�, _° ;;�' '1' ' ,"1• 21E38.3-t9:F (E) /N -V300
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1 F f I 1
W�
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE, KIRKLAND, WA 98033
O 425.827.3063 F 425.827.2423
TII---
CITY COMMENTS, REVIEW 1
103.22.16
MAJ
SURVEYED:
sJs
SCALE:
AS NOTED
2 CITY COMMENTS, REVIEW 2 MAJ 06,06.16 MAJ
DESIGNED:AJ
3 CITY COMMENTS. REVIEW 3 MAJ 08,25.16 MAJ
4 CITY COMMENTS, REVIEW 4 MAJ 10,21.16 MAJ
DRAWN:
LP
ONE INCH
CB 103, TYPE 2-48'
C
MAJAT
FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
6 DRAFT AS-BUILTS MAJ 01.04.18 MAJ
STA. 13+88.20, 11.39' L (STR.)
N 0. REVISION B Y I DATE A P P R
377.7
33.45
373.
STA. 40+24.39 (STR.)
378.00
(AB)
3�rB6
375.0
RIM 357-0-89- 374.98,1
37z5.i6
10
66
369.5
6" lE 3 3
6$.6 (NE) IN 368.68
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12" IE 368.6 (E) IN 368.23
1 \ ro
12" IE z56,9nF6 (W) OUT 368.18-
407.89109.4.34
404.40
4 496-�
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402.1
7 1099.96
398.40
396.2
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LF 112" LCPEI P102
(AB)
CB 102, TYPE 1
1
. -
STA. 15+ 14.30, 11.87' L
; RIM k5 377.63
161, IE 336 (E) IN 374.75
1\12" IE 3, 4.-06 (W) OUT 374.25
` l
U 1 �5 X21
CB 7, TYPE 2-48 �•
- -; _1_A-
T -
STA. 15+96.01 10.97' R
/ RIM 349.•66379.16
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' 12" IE 4 ZOH96 (W) OUT373.66
-SENS? 71
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D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE, KIRKLAND, WA 98033
O 425.827.3063 F 425.827.2423
1
CITY COMMENTS, REVIEW 1
MAJ
103.22.16
MAJ
SURVEYED:
sJs
SCALE:
AS NOTED
2 CITY COMMENTS, REVIEW 2 MAJ 06,06.16 MAJ
DESIGNED:AJ
3 CITY COMMENTS. REVIEW 3 MAJ 08,25.16 MAJ
4 CITY COMMENTS, REVIEW 4 MAJ 10,21.16 MAJ
DRAWN:
LP
ONE INCH
AJ
5 MYLARS MAJ 12,06.16 MHECKED
C
MAJAT
FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
6 DRAFT AS-BUILTS MAJ 01.04.18 MAJ
APPROVED:
MAJ
N 0. REVISION B Y I DATE A P P R
,T-
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
NO TES:
1. ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL
IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE
CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON
THE APPROVED CONSTRUCTION DRAWINGS #XXX ON FILE WITH CITY OF
RENTON. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF
ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE
CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING
INSPECTION APPROVAL.
2. CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA
PERFORATED PIPE CONNECTION, COMPLIANCE WITH THIS REQUIREMENT
WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR
RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN APPLICATION IS
MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR EACH
LOT.
J. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF
RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL.
4. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY
WIDTHS, 1. TRENCHES (ROAD CROSSINGS) D. IF THE OUTSIDE OF THE
TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT LANE LINE,
THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED.
PRI VA TE DRAINAGE EASEMENT NOTE:
PRIVATE DRAINAGE EASEMENTS TO BE GRANTED IN FRONT 10 -FEET OF
LOTS ON WHICH STORM STUBS BENEFITING AN ADJACENT LOT CROSS.
FINAL LOCATIONS TO BE SHOWN ON FINAL PLAT.
LANDSCAPING NOTE
1. VUECREST ESTATES TRACT 'A" WILL BE OWNED BY HOA AND
LANDSCAPING SHALL BE MAINTAINED BY THE HOA. AN EASEMENT
OVER AND ACROSS TRACT "A" ALLOWING THE CITY ACCESS TO
INSPECT AND MAINTAIN THE VAULT AND ALL STORMWATER FACILITIES
IN THE TRACT WILL BE RECORDED.
2. THERE SHALL BE A MINIMUM OF 3 -FOOT CLEAR RADIUS AT ALL FIRE
H YDRAN TS.
PRI VA TEL Y MAIN TANNED STORM ELEMEN TS:
1. ALL STORM DRAIN STUB -OUTS TO BE PRIVATELY MAINTAINED.
2. ALL PRIVATE STORM CONNECTIONS TO BE PERFORATED STUB -OUTS.
J. PRI VA TE STORM DRAINAGE STUB OUTS TO BE W11THIN 10' PRIVATE
STORM DRAINAGE EASEMENT IN FRONT 10 FEET OF THE LOTS.
CA TCH BASIN NOTE:
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.
VUECREST II SHORT PLA T
015007232
VERTICAL DA TUM:
NAVD 88 PER KING COUNTY DEPARTMENT OF PUBLIC WORKS SURVEY
BRANCH (KCDPWSB) VERTICAL CONTROL.
FL 0 W CONTROL BMP NOTES:
1. FULL DISPERSION AND RESTRICTED FOOTPRINT WITH PERFORATED PIPE
CONNECTION BMP HAVE BEEN UTILIZED FOR THIS PLAT. ALL LOTS WILL
UTILIZE RESTRICTED FOOTPRINT- ONLY LOT 8 OF VUECREST 11 SHORT
PLAT WILL UTILIZE FULL DISPERSION INTO TRACT C OF VUECREST
ESTATES. SEE TABLE, SHEET C16.
2. FLOW CONTROL BMPS CONSTRUCTED ON EACH LOT SHALL BE
OPERATED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT
OWNER.
ROAD TAPER CAL CULA TION
W*Sz =L
50
W = WID TH = 2 FEET
S = SPEED (MPH) = 25 MPH
L = TAPER LENGTH = 21 LF (25 LF PROPOSED)
PRI VA TE CB
SCHEDULE
LOT# RIM
IE
VUECREST ESTATES
3
37--A 1;
371.65
466.99
366.11
64
7&. 66
J75.50
369. 06
369.3
8
4P:7186
377.7
33.45
373.
13
378.00
(AB)
3�rB6
375.0
14
37z5.i6
375.12,469-
66
369.5
17
344.35
374.0
371.17
VUECREST 11 SHORT PLAT
1 0617-86)
407.89109.4.34
404.40
4 496-�
(AB)
402.1
7 1099.96
398.40
396.2
LOT RUNOFF NOTE:
RUNOFF BETWEEN ADJACENT LOTS TO BE HANDLED DURING INDIVIDUAL
BUILDING PERMITS.
KEY MAP
SCALE: 1 "=200'
AS -BUILT
"I CERTIFY THAT THE INFORMATION SHOWN N O F:Z T H
HEREON WHICH WAS AS -BUILT BY D.R. STRONG,
AND MAY INCLUDE LOCATIONS, ELEVATIONS, GRAPHIC SCALE
DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, 0 20 40 80
ACCURA TEL Y REFLECTS EXISTING FIELD
CONDITIONS AS DETERMINED BY ME OR UNDER
MY DIRECT SUPERVISION ON THIS DA 7E° 1 INCH = 40 FT.
1/12/2018. "
C TY OF
RENTON
Planning/Building/Public Works Dept
RECOMMENDED FOR APPOVAL
BY: Date:
BY: Date:
BY: Date:
BY: Date:
VUECREST ESTATES & VUECREST II 09.28.15
FIELDBOOK:
STORM DRAINAGE PLAN PAGE:
0 1 DRAWING N0:
C14
U15007217 / U15007232 SHEET OF:
14 33
DRS PROJECT NO. 12102 R-389764