HomeMy WebLinkAboutP_Composite_Utility_170828_v1N
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TIE WALL DRAINS
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IE=428.10
TRACT 0
SHARED UTILITY/
ACCESS TRACT
00
13
COMPOSITE UTILITY PLAN
FOR
ALL URA 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. 211
TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON
14 �.
..4.38......... F
15 =
IE=428.30 44 ..
CB# 18
�0 3 1 / r'�. 89 8" SEWER
WETLAND BUFFER CCB#14
ALONG TRACT LINE.
1 90 N
MITIGATION ON /
PLANS FOR DETAILS.
1
Ex. CB #s
91...... 420 87
EX.CB #8
CATEGORYWEAD E CB#.13
1 ���
92 !' o�
TRACT M / o 4"
( .� 5 `�P
i CRITICAL ARE � I 1 2 SD , � V
i
93
5� O�
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0 ':- .400. s
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EX. CB # CB#7
Ln EX. SSMH #3 3 T A o
.:2�� CB#4 o DRAT GE,
�� CB#6 :... ® NDS PING`S�4.
UTILI ,
CD
CB# 14'.. 0 Yp•:. ° ..o.............
00
0
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UTILITY CROSSING NOTES B#9 YD
9
a 1. A MINIMUM OF 1 FOOT VERTICAL SEPARATION /
WILL BE PROVIDED BETWEEN STORMWATER PIPE o2 YD
AND OTHER UTILITY LINES AT CROSSINGS. 40 CB# 10
Ln 2. A MINIMUM OF 1 FOOT VERTICAL SEPARATION
o WILL BE PROVIDED BETWEEN SEWER LINES AND ,
OTHER UTILITY LINES AT CROSSINGS. ELSE ,
ETHOFOAM PAD WILL BE PROVIDED.
UTILITY SEPARATION NOTES VERTICAL DATUM
CITY OF RENTON, NAVD 88
i 1. THERE SHALL BE A MINIMUM 10 FOOT BENCHMARK
Ln HORIZONTAL SEPARATION BETWEEN SEWER AND
CD
WATER MAINS AND A MINIMUM 7 FOOT FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC 1 REVISIONS PER CITY COMMENTS
i SEPARATION BETWEEN SEWER AND ALL OTHER INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 2 REVISIONS PER CITY COMMENTS
o UTILITIES. EL=413.38 (JUNE 2013) 3 REVISIONS PER CITY COMMENTS
(.° FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH 4 REVISIONS PER CITY COMMENTS
Q ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE
2014) N0. REVISION
Z
LJ �;
J
L LL
EX. CB # 1
EX. CB #
3 � -
a.
9 4 CB# 1
�...y A� EX. CB #13 ,► I i--------; CB#3iJ �� ��3 TA�k� I�
r \ L
`18" SD 18" SD I ,
O
EX. 18" SD �� co Z co
z T
LOT AREA INFORMATION TABLE WALL DRAIN KEYNOTES 4, 423
1p �O n
��o 6),
�p ys
EX. CB #12
'9/
.
LOT #
LOT SIZE
(SF)
IMPERVIOUS
(SF)
LOT #
LOT SIZE
(SF)
IMPERVIOUS
(SF)
1
5,000
3,250
21
6,214
4,039
2
5,000
3,250
22
5,213
3,388
3
5,000
3,250
23
5,213
3,388
4
5,000
3,250
24
5,730
3,724
5
5,000
3,250
25
5,213
3,388
6
6,183
4,019
26
5,730
3,724
7
6,085
3,955
27
5,173
3,363
8
5,308
3,450
28
5,006
3,254
9
6,875
4,469
29
5,000
3,250
10
4,694
3,051
30
5,000
3,250
11
5,994
3,896
57
5,518
3,587
12
5,574
3,623
58
4,912
3,193
13
6,293
4,090
87
5,866
3,813
14
6,299
4,094
88
6,365
4,137
15
5,500
3,575
89
5,000
3,250
16
51567
3,619
90
5,000
3,250
17
6,551
4,258
91
5,000
3,250
18
5,000
3,250
92
5,000
3,250
19
5,000
3,250
93
5,000
3,250
20
6,490
4,219
94
5,000
3,250
=INDIVIDUAL LOT BMP NOTE: - If.) T EI
THIS PROJECT IS USING THE REDUCED IMPERVIOUS CONNECT WALL DRAIN TO, ROOF AND FOOTING DRAIN. rs/0NA L EAG\
SURFACE CREDIT TO MEET THE INDIVIDUAL LOT N
BMP REQUIREMENTS (SPECIFICALLY THE RESTRICTED 2❑ DAYLIGHT WALL DRAIN 8/23/201 L0
FOOTPRINT BMP), WHICH REQUIRED REDUCING THE r
ALLOWABLE IMPERVIOUS COVERAGE BY 10 PERCENT. BOTTOM FACE OF WALL TO BE LOCATED BY 0
CONTRACTOR SO THAT ENCROACHMENT DOES NOT w 0
THIS PROJECT IS ZONED R-8. THE ZONE ALLOWS OCCUR ONTO THE ADJACENT TRACTS. DRAINAGE PIPE z > O
75% MAX IMPERVIOUS COVERAGE PER LOT. THE BEHIND THE WALL TO BE LOCATED WITHIN THE LOTS z Of I
DRAINAGE FACILITY HAS BEEN SIZED FOR 65% MAX ASSOCIATED WITH THE WALL AND NOT THE TRACTS. ON Q N M
IMPERVIOUS COVERAGE PER LOT. THE ALLOWABLE a Q
IMPERVIOUS AREAS LISTED IN THIS TABLE ARE PROVIDE PIPE SLEEVE AT LOCATION WHERE STORM w X
COMPUTED AS 65 PERCENT OF THE LOT AREA. PIPE CROSSES RETAINING WALL. w < a w J
SPECIAL NOTE: 00
Q 00 N °N° z o
SIDE SEWER LINES SHALL BE INSTALLED TEN FEET i (0 00w w C4
INTO EACH LOT IF SANITARY SEWER MAINS ARE n Q Q
AVAILABLE, OR PROVIDED WITHIN THE SUBDIVISION -3: u7 u7 0 z Q
DEVELOPMENT. Ln cN cN Zr r
u7 Ln
N Z N N J
00Y �� U N
IN COMPLIANCE WITH CITY OF RENTON STANDARDS m:J� �2 w
CL
DEVELOPMENT ENGINEERING � SURFACE WATER UTILITY
Ar% IL
C7
Ann Fowler 08/23/2017 ' rstraka 08/28/2017 _ 11 � LO
q�
ty
WATER UTILITY �;;, Ily N5J r
Abdoul Gafour 08/23/2017 8 o CO O
SCALE:
DATE:
HORIZ: 1"=50' HORVERTICAL: NAVDIZONTAL: NAD 1 1988
983/1 83/1 991 CITY 0 F COMPOSITE UTILITY PLAN 8/23/2017 m
��
VER: N/A RENTONPAGE:
ALLURA AT TIFFANY PARK FFILDBOOK: o
ONE INCH DATU M MAINVUE WA, LLC DRAWING NO:
AT FULL SCALE
Planning/Building/Public Works Dept.
IF NOT ONE INCH 1110 112TH AVE NE, SUITE 202 �!
SCALE ACCORDINGLY BELLEVUE, WA 98004
SHEET: 14 OF: ww
cd
S-392301 W - 3 9 2 3 0 1 R - 3�)12314
SURVEYED:
BCE
RAG
5/1/17
BJT
DESIGNED:
BJT
RAG
6/6/17
BJT
RAG
7/10/17
BJT
DRAWN RAG
RAG
8/11/17
BJT
CHECKED:
RAG
BY
DATE
APPR
APPROVED:
BJT
=INDIVIDUAL LOT BMP NOTE: - If.) T EI
THIS PROJECT IS USING THE REDUCED IMPERVIOUS CONNECT WALL DRAIN TO, ROOF AND FOOTING DRAIN. rs/0NA L EAG\
SURFACE CREDIT TO MEET THE INDIVIDUAL LOT N
BMP REQUIREMENTS (SPECIFICALLY THE RESTRICTED 2❑ DAYLIGHT WALL DRAIN 8/23/201 L0
FOOTPRINT BMP), WHICH REQUIRED REDUCING THE r
ALLOWABLE IMPERVIOUS COVERAGE BY 10 PERCENT. BOTTOM FACE OF WALL TO BE LOCATED BY 0
CONTRACTOR SO THAT ENCROACHMENT DOES NOT w 0
THIS PROJECT IS ZONED R-8. THE ZONE ALLOWS OCCUR ONTO THE ADJACENT TRACTS. DRAINAGE PIPE z > O
75% MAX IMPERVIOUS COVERAGE PER LOT. THE BEHIND THE WALL TO BE LOCATED WITHIN THE LOTS z Of I
DRAINAGE FACILITY HAS BEEN SIZED FOR 65% MAX ASSOCIATED WITH THE WALL AND NOT THE TRACTS. ON Q N M
IMPERVIOUS COVERAGE PER LOT. THE ALLOWABLE a Q
IMPERVIOUS AREAS LISTED IN THIS TABLE ARE PROVIDE PIPE SLEEVE AT LOCATION WHERE STORM w X
COMPUTED AS 65 PERCENT OF THE LOT AREA. PIPE CROSSES RETAINING WALL. w < a w J
SPECIAL NOTE: 00
Q 00 N °N° z o
SIDE SEWER LINES SHALL BE INSTALLED TEN FEET i (0 00w w C4
INTO EACH LOT IF SANITARY SEWER MAINS ARE n Q Q
AVAILABLE, OR PROVIDED WITHIN THE SUBDIVISION -3: u7 u7 0 z Q
DEVELOPMENT. Ln cN cN Zr r
u7 Ln
N Z N N J
00Y �� U N
IN COMPLIANCE WITH CITY OF RENTON STANDARDS m:J� �2 w
CL
DEVELOPMENT ENGINEERING � SURFACE WATER UTILITY
Ar% IL
C7
Ann Fowler 08/23/2017 ' rstraka 08/28/2017 _ 11 � LO
q�
ty
WATER UTILITY �;;, Ily N5J r
Abdoul Gafour 08/23/2017 8 o CO O
SCALE:
DATE:
HORIZ: 1"=50' HORVERTICAL: NAVDIZONTAL: NAD 1 1988
983/1 83/1 991 CITY 0 F COMPOSITE UTILITY PLAN 8/23/2017 m
��
VER: N/A RENTONPAGE:
ALLURA AT TIFFANY PARK FFILDBOOK: o
ONE INCH DATU M MAINVUE WA, LLC DRAWING NO:
AT FULL SCALE
Planning/Building/Public Works Dept.
IF NOT ONE INCH 1110 112TH AVE NE, SUITE 202 �!
SCALE ACCORDINGLY BELLEVUE, WA 98004
SHEET: 14 OF: ww
cd
S-392301 W - 3 9 2 3 0 1 R - 3�)12314
N
0)
0
W
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z
z
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25 .0 1011
COMPOSITE UTILITY PLAN
FOR
ALLUPA 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
I`\
CONNECT . ROCKERY-
3 DRAIN TO LOCK+LOAD
4 \ TRACT F WETLAND -BUFFER
OPEN SPACE
ALONG TRACT LINE.
TRACT E SEE MITIGATION
\r' \ PLANS FOR DETAILS.
_
UTILITIES �`�.
_ FIRE HYDRANT WETLAND D \ \
I i
(TYP) \ \
GORY 2
32
Vill
42664 41
12" STORM
TRACT P
%r.�®-gym �jiSHARED UTILITY/
„ SEWER - L
CB 24 12" HI H 3' 4' CB #62 \ SSMH#].9
8
WIDE ERM SEE /CIA
84 DETAI SHEET 30 4 / .\
46
N
SSMH# 18� n,
73 ... J / APPROXIMATE FLOWPATH
12" STORM %, 2 \ \ CAOF C \ \ 2 OF SPLASH PAD
c6#23 _ WETLAND B \
/ CATEGORY 3
83 1 74 4
10� 76 TRIACT O TRACT K 1
82 SHARED UTILITY/ i
CRITICAL AREA
CCESS TRACT �\
CB#31 \ APPROXIMATE FLOWPATH
lob y� \ 75. TRACTS OF SPLASH PAD
.CB#30 OPEN SPACE ....
81 `' CB#26 CB#32
WETLAND BUFFER
ALONG TRACT LINE.
CB#25 78 77 SEE MITIGATION
3
_ PLANS OR DETAILS.
P F TI
4 .80 --PROPOSED STREET
LIGHT PROPERTY LINE (TYP)
(TYP: )
WALL DRAIN KEYNOTES:
TRACT .
Ams OPEN SPACLE/ p 79 . 41r FOOTING DRAIN
�1 CONNECT WALL DRAIN TO ROOF AND
LANDSCAPING FIRE HYDRANT. ¢
1 CB#27CONNECT LOCK+LOAD
(TYP) 4� DRAIN TO ROCKERY �2 DAYLIGHT WALL DRAIN
CB#29 ........ . DRAIN.
SSMH#14 BOTTOM FACE OF WALL TO BE LOCATED BY
o goy CONTRACTOR SO THAT ENCROACHMENT DOES NOT
�3 OCCUR ONTO THE ADJACENT TRACTS. DRAINAGE PIPE
UTILITY CROSSING NOTES: 1 BEHIND THE WALL TO BE LOCATED WITHIN THE LOTS
ASSOCIATED WITH THE WALL AND NOT THE TRACTS.
1. A MINIMUM OF 1 FOOT VERTICAL SEPARATION L '� n PROVIDE PIPE SLEEVE AT LOCATION WHERE STORM
WILL BE PROVIDED BETWEEN STORMWATER PIPE CB#2 po . . PIPE CROSSES RETAINING WALL.
AND OTHER UTILITY LINES AT CROSSINGS.I 1z
LOT #
LOT SIZE
(SF)
IMPERVIOUS
(SF)
LOT #
LOT SIZE
(SF)
IMPERVIOUS
(SF)
31
5,000
3,250
60
5,951
3,868
32
5,000
3,250
61
5,433
3,532
33
5,000
3,250
62
5,334
3,467
34
5,000
3,250
63
5,200
3,380
35
5,000
3,250
64
5,200
3,380
36
4,960
3,224
65
5,200
3,380
37
5,976
3,884
66
6,374
4,143
38
5,111
3,322
67
5,456
3,546
39
6,617
4,301
68
5,000
3,250
40
5,353
3,480
69
5,000
3,250
41
6,648
4,321
70
5,381
3,497
42
4,750
3,088
71
5,687
3,697
43
5,614
3,649
72
7,218
4,692
44
5,000
3,250
73
6,705
4,358
45
6,036
3,924
74
5,000
3,250
46
5,988
3,892
75
5,000
3,250
47
7,916
5,145
76
5,456
3,546
48
5,000
3,250
77
5,010
3,256
49
5,000
3,250
78
5,000
3,250
50
5,000
3,250
79
5,019
3,263
51
5,000
3,250
80
4,834
3,142
52
5,097
3,313
81
5,000
3,250
53
5,211
3,387
82
5,000
3,250
54
5,211
3,387
83
5,000
3,250
55
5,210
3,387
84
5,000
3,250
56
5,999
3,899
85
5,134
3,337
59
1 5,718
3,717
86
5,463
3,551
*INDIVIDUAL LOT BMP NOTE:
THIS PROJECT IS USING THE REDUCED IMPERVIOUS
SURFACE CREDIT TO MEET THE INDIVIDUAL LOT
BMP REQUIREMENTS (SPECIFICALLY THE RESTRICTED
FOOTPRINT BMP), WHICH REQUIRED REDUCING THE
ALLOWABLE IMPERVIOUS COVERAGE BY 10 PERCENT.
THIS PROJECT IS ZONED R-8. THE ZONE ALLOWS
75% MAX IMPERVIOUS COVERAGE PER LOT. THE
DRAINAGE FACILITY HAS BEEN SIZED FOR 65% MAX
IMPERVIOUS COVERAGE PER LOT. THE IMPERVIOUS
AREAS LISTED IN THIS TABLE ARE COMPUTED AS
65 PERCENT OF THE LOT AREA.
SPECIAL (NOTE:
SIDE SEWER LINES SHALL BE INSTALLED TEN FEET
INTO EACH LOT IF SANITARY SEWER MAINS ARE
AVAILABLE, OR PROVIDED WITHIN THE SUBDIVISION
DEVELOPMENT.
MAILBOX LOCATIONS
16 SYMBOL INDICATES LOCATION FOR MAILBOX MOUNTING
AND (NUMBER OF MAILBOXES. SEE THIS SHEET FOR
LOCATIONS AND SEE SHEET 41 FOR DETAILS. THESE
LOCATIONS HAVE BEEN REVIEWED AND APPROVED BY
THE POSTMASTER PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL RE -VERIFY WITH THE
POSTMASTER AT THE TIME OF CONSTRUCTION.
JEFFERY HANSEN
APPROVED BY: 4301 NE 4TH ST RENTON, WA 98059
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEEiRING SURFACE WATER UTILITY
Ann Fowler 08/23/2017 9 rstraka 08/28/2017 :0]
2. A MINIMUM OF 1 FOOT VERTICAL SEPARATION
WILL BE PROVIDED BETWEEN SEWER LINES AND
OTHER UTILITY LINES Al CROSSINGS. ELSE VERTICAL DATUM WATER uTILITv
ETHOFOAM PAD WILL BE PROVIDED. CITY OF RENTON, NAVD 88
UTILITY SEPARATION NOTES: BENCHMARK \ SURVEYED: SCALE:
VERTIC\' HORIZONTAL NAD D1983/1991 ��
BCE HORIZ: 1 "=50 1988
FOUND MONUMENT IN CASE LEAD PLUG &TACK IN 4"X4" CONIC C 1 REVISIONS PER CITY COMMENTS RAG 5/1 /17 BJT JA - CITY 0 F
1. THERE SHALL BE A MINIMUM 10 FOOT � o DESIGNED: VER: N/A
HORIZONTAL SEPARATION BETWEEN SEWER AND INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 �� 2 REVISIONS PER CITY COMMENTS RAG 6/6/17 BJT BJT /
WATER MAINS AND A MINIMUM 7 FOOT EL=413.38 (JUNE 2013) mu
DRAWN: RENTON
3 REVISIONS PER CITY COMMENTS RAG 7/10/17 BJT RAG
SEPARATION BETWEEN SEWER AND ALL OTHER FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH I ONE INCH DATU M
UTILITIES. 4 REVISIONS PER CITY COMMENTS RAG 8/11/17 BJT CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE RAG IF NOT ONE INCH
2014) NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
BJT
S
Abdoul Gafour 08/23/'_017
COMPOSITE UTILITY PLAN
ALLURA AT TIFFANY PARK
MAINVUE WA, LLC
1110112TH AVE NE, SUITE 202
BELLEVUE, WA 98004
S 392302 W-392302R-
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