HomeMy WebLinkAboutW-381401W
D
O
U
W
J
LL
0
0
0
w
Q
z W
l a.
U
w
-3
0 0
Cif
U
I
f
I
I
x
Z
0
Z
Y
J
Q
m
0
U
(n
Q
Ln
0
CV
00
CN
E
l
CID
0
0
I
00
CIO
W
i
rn
00
0
0
0
W
Z
W
_J
E Li
i _ ... SSMH #1
' . ' . " . PROPOSED MAIL BOX
• ..
.......
:SEE DETAIL SHEET
__
A
w°
SS SS .
;, 1 - - -- ------- - -
COMPOSITE UTILITY PLAN
FOR
COPPERWOOD
PTN OF THE NW1 /4, OF THE SE1 /4 OF SEC. 15
TWP. 23 N., RGE 5 EAST, W. M.
CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON
r
SSMH112 ...
/i
1
,.� _ _ .. -
_ T fi w- _ C 3
_
m... eA. .__. -
• - . - _ _ - _.�.._ n.... �.
__.:.
a�
__ CB 31
:\ _
i
ORM `
.
a
f
w ,a . .
4= - - - _ - - -
n
• / � CB 1 2-/ _
-,
z
CB #29 CB 13
I 14
C -
' CB #28 •� I '
I 97 {-
ILLUMINATION DESIGN FORD
REFERENCE, SEE PLANS
PREPARED BY TRANSPO GROUP
�f
3
_4_�_
TRACT E I /
NATIVE OPEN SPACE I /
�E
JqQ
ce�2�
o- I ► z
cB #10 46--.
fv
## 9 TFACT F
1 1
LOT* LOT SIZE LOTS LOT 812E IrPERViOUS
1 7,363 SF 4,786 SF 25 5,000 SF 3,250 SF
2 6,134 SF 3,987 SF 26 5,000 SF 3,250 SF
3 6,134 SF 3,987 SF 27 5,946 SF 3,865 SF
4 6,133 SF 3,987 SF 28 5,915 SF 3,866 SF
5 6,133 SF 3,987 SF 29 5,000 SF 3,250 SF
fi 6,133 SF 3,987 SF 30 5,000 SF 3,250 SF
7 6,133 SF 3,987 SF 31 5,000 SF 3,250 SF
8 6,132 SF 3,986 SF 32 5,000 SF 39
C� 98 SHAREfl DRIVEWAY I
��� � � ► I # AND UTILITIES : I I . ( _• *INDIVIDUAL LOT BMP NOTE:
I I � THIS PROJECT IS USING THE REDUCED IMPERVIOUS
. ; I I :' ► _ _ ___ .. I I I :I SURFACE CREDIT TO MEET THE INDMDUAL LOT
'. '�•:'•0 � I ''•: -- ___ - - - i .. -. BMP REQUIREMENTS (SPECIFICALLY THE RESTRICTED
FOOTPRINT BMP} WHICH REQUIRED REDUCING THE
• f f � I I ; / -1 - � ALLOWABLE IMPERVIOUS COVERAGE BY 10 PERCENT.
PI: : TRACT A I • _>rX.,: Ea • DoT MP &"it, *C$0 ,65 MQ'D w
44 THIS PROJECT IS ZONED R -4 AND IS USING THE i.�h�. A
I I CLUSTERING PROVISIONS WITHIN THE CODE. PER
I: � C.O.R. CODE CLUSTER PROJECTS IN THE R -4 ZONE
i CB #26 ARE TO USE THE R -8 BULK REQUIREMENTS.
I I
10 ' PRIVATE
STORM EASEMENT . � � :• -- :. R -8 ZONE ALLOWS 75% MAX IMPERVIOUS COVERAGE
;••.. I _ 43 � : � -. �=• \ : PER LOT. THE DRAINAGE FACILITY HAS BEEN SIZED
{
FOR 65% MAX IMPERVIOUS COVERAGE PER LOT.
' € I •.
31 , 80 WATER �\ I THE IMPERVIOUS AREAS LISTED IN THIS TABLE ARE
COMPUTED AS 65 PERCENT OF THE LOT AREA.
8 SEWER
I E \
10'...PRIVATE -. -.• 10' PRIVATE V - •.� - .�••..:�-..: -. .
STORM - - EASEMENT STORM EASEMENT i I I .. : ` - '•.� ... -� -. -.-
\TOP .. OF EX SLOPE
I ......... • . - ` CB 17 TRACT C `�'••. \ �... \
-� . 40 SHARED DRIVEWAY
. .. y CB #6 ..... \ AND UTILITIES �'•• - -�. -- \ .
- I SSMH #11 . 30 STORM.
OUTFALL
37
20 5 3- \ o
y\ IN
C14
CB#23
soE 19
CBS #20 8,0
10' PRIVATE
7
STORM EASEMENT
r
FWATE STORM EA NOTE
'
5
mZ
m
THERE SHALL BE A PRIVATE STORM EASEMENT
D r
ACROSS THE FRONT OF THE LOTS AS FOLLOWS:
1. LOTS 2 do 3 FOR LOTS 1 do 2
2. LOTS 5 do 6 FOR LOTS 4 & 5
�•I` �`
3. LOTS 8, 9 & 10 FOR LOTS 7, 8 do 9
r, �
250
SF
9
6,132
SF
3,986
SF
33
5,000
SF
3,250
SF
10
6,902
SF
4,486
SF
34
5,000
SF
3,250
SF
11
7,340
SF
4,771
SF
35
6,000
SF
3,900
SF
12
6,000
SF
3,900
SF
36
6,039
SF
3,925
SF
13
6,550
SF
4,258
SF
37
5,264
SF
3,422
SF
14
5,018
SF
3,262
SF
38
7,437
SF
4,834
SF
15
5,000
SF
3,250
SF
39
19,429
SF
12,629
SF
16
6,000
SF
3,900
SF
40
5,000
SF
3,250
SF
17
5,171
SF
3,361
SF
41
5,000
SF
3,250
SF
18
8,604
SF
5,593
SF
42
5,000
SF
3,250
SF
19
5,990
SF
3,894
SF
43
5,000
SF
3,250
SF
20
6,000
SF
3,900
SF
44
5,025
SF
3,266
SF
21
5,000
SF
3,250
SF
45
5,946
SF
3,865
SF
22
5,000
SF
3,250
SF
46
5,755
SF
3,741
SF
23
5,000
SF
3,250
SF
47
6,048
SF
3,931
SF
24
5,000
SF
3,250
SF
16. TRACT C FOR 37, 38, 39. 40, 41 do 42...--"
• • • 1
C� 98 SHAREfl DRIVEWAY I
��� � � ► I # AND UTILITIES : I I . ( _• *INDIVIDUAL LOT BMP NOTE:
I I � THIS PROJECT IS USING THE REDUCED IMPERVIOUS
. ; I I :' ► _ _ ___ .. I I I :I SURFACE CREDIT TO MEET THE INDMDUAL LOT
'. '�•:'•0 � I ''•: -- ___ - - - i .. -. BMP REQUIREMENTS (SPECIFICALLY THE RESTRICTED
FOOTPRINT BMP} WHICH REQUIRED REDUCING THE
• f f � I I ; / -1 - � ALLOWABLE IMPERVIOUS COVERAGE BY 10 PERCENT.
PI: : TRACT A I • _>rX.,: Ea • DoT MP &"it, *C$0 ,65 MQ'D w
44 THIS PROJECT IS ZONED R -4 AND IS USING THE i.�h�. A
I I CLUSTERING PROVISIONS WITHIN THE CODE. PER
I: � C.O.R. CODE CLUSTER PROJECTS IN THE R -4 ZONE
i CB #26 ARE TO USE THE R -8 BULK REQUIREMENTS.
I I
10 ' PRIVATE
STORM EASEMENT . � � :• -- :. R -8 ZONE ALLOWS 75% MAX IMPERVIOUS COVERAGE
;••.. I _ 43 � : � -. �=• \ : PER LOT. THE DRAINAGE FACILITY HAS BEEN SIZED
{
FOR 65% MAX IMPERVIOUS COVERAGE PER LOT.
' € I •.
31 , 80 WATER �\ I THE IMPERVIOUS AREAS LISTED IN THIS TABLE ARE
COMPUTED AS 65 PERCENT OF THE LOT AREA.
8 SEWER
I E \
10'...PRIVATE -. -.• 10' PRIVATE V - •.� - .�••..:�-..: -. .
STORM - - EASEMENT STORM EASEMENT i I I .. : ` - '•.� ... -� -. -.-
\TOP .. OF EX SLOPE
I ......... • . - ` CB 17 TRACT C `�'••. \ �... \
-� . 40 SHARED DRIVEWAY
. .. y CB #6 ..... \ AND UTILITIES �'•• - -�. -- \ .
- I SSMH #11 . 30 STORM.
OUTFALL
37
20 5 3- \ o
y\ IN
C14
CB#23
soE 19
CBS #20 8,0
TRACT D -
SHARED DRIVEWAY
AND UTILITIES
1. A MINIMUM OF 1 FOOT VERTICAL SEPARATION
WILL BE PROVIDED BETWEEN STORMWATER PIPE
AND OTHER UTILITY LINES AT CROSSINGS.
2. A MINIMUM OF 1 FOOT VERTICAL SEPARATION
WILL BE PROVIDED BETWEEN SEWER LINES AND
OTHER UTILITY LINES AT CROSSINGS. ELSE
ETHOFOAM PAD WILL BE PROVIDED.
CONNECT WALL DRAIN TO
Q ROOF AND FOOTING DRAIN.
SSMH #3�
10". ..
•'1.8w . STORM
cB #22-
�88
` WATER
LSSMH#4 8" SEWEI
C8121
12 13 14 1
5
388.10 387.50 382.30.. - .. 387.60
SSMH 8 r r � -r --r' -r \ �- -� \ \ \ ' -- - .- " -.. _ ".:•• -• .
- - - - ►III I ". ` \\ \ \...� \ \ - \ ." - " .. -� \�'�•: -:'�. '. -. • ..
4" O�__.___w___ - -- - CB #15
15 WEE r i� ( � I ► I I' . I � � % -./ �r. !,/ - •
x 31S.2f
CB 18 SSMH7 " ��, � I ` I l: � i I '` �i '��� �i /i /i �" -- :. � " . : =Jr• � � : � j•
388:40 388.50
VERTICAL DATUM CITY OF RENTON
CITY OF RENTON, NAVD 88 DEPARTMENT OF PUBLIC WORKS
BENCHMARK
FOUND MONUMENT IN CASE APPROVED BY � DATE �•L�I- ZO /S
CONIC MONUMENT W /BRASS NAIL APPROVED BY DATE S
SET 0.65 BELOW GRADE
CITY OF RENTON CONTROL pppppyED BY DATE
POINT N0. 478 EL= 391,016
(JUNE 2012) gppRpyED BY DATE
8PE{UL NOTE
SIDE SEWER LINES SHALL BE INSTALLED EIGHT FEET
INTO EACH LOT IF SANITARY SEWER MNNSARE
AVAILABLE, OR PROVIDED WITH THE SUBDMSION
DEVELOPMENT 16
17 18. 1 1/ ril
MAILBOX LOCA
16 SYMBOL INDICATES LOCATION FOR MAILBOX MOUNTING
AND NUMBER OF MAILBOXES. SEE THIS SHEET FOR
LOCATIONS AND SEE SHEET 21 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
SURVEYED: SCALE: COMPOSITE UTILITY PLAN
BCE VERTICAL: NAVD 1988 CITY 0 �
�R�Z.� 1 "=50' HORIZONTAL: NAD 1983/1991 ��
DESIGNED: VERT.: N/A
3 REVISED PER CITY REVIEW BJT 4/22/15 BJT � RENTON
C RW
2 REVISED PER CITY REVIEW RAG 3/30/15 BJT DRAW": - Ill OUADRAM HOMES
DIVE INCH DATUM
1 REVISED PER CITY REVIEW BJT 1/15/15 BJT CHECKED: � AT FULL SCALE � Planning/Building/Public Works De t.
IF NOT ONE INCH P 14725 SE 36TH ST. SUITE 200
N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY BELLEVUE,
WA 98006
LJ
F- Z >
� zcr
O z� w
cn
LLJ XQ � 2
Z L,.,
W N � g Z
Q O N 00 U 0
�rn�or�- 0 crz
N I I Ww
z
� u7 Ln 0 Z
N Z N N -j
10/08/2014
10' PRIVATE
7
STORM EASEMENT
r
FWATE STORM EA NOTE
'
5
mZ
m
THERE SHALL BE A PRIVATE STORM EASEMENT
D r
ACROSS THE FRONT OF THE LOTS AS FOLLOWS:
1. LOTS 2 do 3 FOR LOTS 1 do 2
2. LOTS 5 do 6 FOR LOTS 4 & 5
�•I` �`
3. LOTS 8, 9 & 10 FOR LOTS 7, 8 do 9
r, �
F
4. LOT 13 FOR LOT 14
> >
f
5. LOTS 16 & 17 FOR LOTS 15 do 16
� 1�
1
CB 25
#
= '.
6. LOT 17 FOR LOT 18
'�'�
7. LOTS 19 do 20 FOR LOTS 20 & 21
•''•'a E
8. LOTS 22 do 23 FOR LOTS 23 & 24
v, a
9. LOTS 25 do 26 FOR LOTS 26 do 27•
• • I
10. LOT 29 FOR LOT 28
/
I"
11. LOTS 29 & 30 FOR LOTS 30 & 31
I i
SSMH #2
'
I
12. LOTS 33 do 34 FOR LOTS 32 do 33
....�i /�/
13. LOT 36 FOR LOT 35
/,
14. LOTS 40 do 41 FOR LOTS 41 & 42
/'1�
..
e.
.
.
15. LOT 44 FOR LOT 43
1
•
•...
,
,
�.I ..
• • _ \
►t
8
THERE SHALL BE A PRIVATE STORM EASEMENT
.
' =
OVER THE ENTIRE TRACT AS FOLLOWS:
o
16. TRACT C FOR 37, 38, 39. 40, 41 do 42...--"
• • • 1
:
17. TRACT D FOR 7, 8, 9, 10, 11 & 12
I
18. TRACT F FOR 43, 44, 45, 46 do 47
9
C 9
I
I
TRACT D -
SHARED DRIVEWAY
AND UTILITIES
1. A MINIMUM OF 1 FOOT VERTICAL SEPARATION
WILL BE PROVIDED BETWEEN STORMWATER PIPE
AND OTHER UTILITY LINES AT CROSSINGS.
2. A MINIMUM OF 1 FOOT VERTICAL SEPARATION
WILL BE PROVIDED BETWEEN SEWER LINES AND
OTHER UTILITY LINES AT CROSSINGS. ELSE
ETHOFOAM PAD WILL BE PROVIDED.
CONNECT WALL DRAIN TO
Q ROOF AND FOOTING DRAIN.
SSMH #3�
10". ..
•'1.8w . STORM
cB #22-
�88
` WATER
LSSMH#4 8" SEWEI
C8121
12 13 14 1
5
388.10 387.50 382.30.. - .. 387.60
SSMH 8 r r � -r --r' -r \ �- -� \ \ \ ' -- - .- " -.. _ ".:•• -• .
- - - - ►III I ". ` \\ \ \...� \ \ - \ ." - " .. -� \�'�•: -:'�. '. -. • ..
4" O�__.___w___ - -- - CB #15
15 WEE r i� ( � I ► I I' . I � � % -./ �r. !,/ - •
x 31S.2f
CB 18 SSMH7 " ��, � I ` I l: � i I '` �i '��� �i /i /i �" -- :. � " . : =Jr• � � : � j•
388:40 388.50
VERTICAL DATUM CITY OF RENTON
CITY OF RENTON, NAVD 88 DEPARTMENT OF PUBLIC WORKS
BENCHMARK
FOUND MONUMENT IN CASE APPROVED BY � DATE �•L�I- ZO /S
CONIC MONUMENT W /BRASS NAIL APPROVED BY DATE S
SET 0.65 BELOW GRADE
CITY OF RENTON CONTROL pppppyED BY DATE
POINT N0. 478 EL= 391,016
(JUNE 2012) gppRpyED BY DATE
8PE{UL NOTE
SIDE SEWER LINES SHALL BE INSTALLED EIGHT FEET
INTO EACH LOT IF SANITARY SEWER MNNSARE
AVAILABLE, OR PROVIDED WITH THE SUBDMSION
DEVELOPMENT 16
17 18. 1 1/ ril
MAILBOX LOCA
16 SYMBOL INDICATES LOCATION FOR MAILBOX MOUNTING
AND NUMBER OF MAILBOXES. SEE THIS SHEET FOR
LOCATIONS AND SEE SHEET 21 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
SURVEYED: SCALE: COMPOSITE UTILITY PLAN
BCE VERTICAL: NAVD 1988 CITY 0 �
�R�Z.� 1 "=50' HORIZONTAL: NAD 1983/1991 ��
DESIGNED: VERT.: N/A
3 REVISED PER CITY REVIEW BJT 4/22/15 BJT � RENTON
C RW
2 REVISED PER CITY REVIEW RAG 3/30/15 BJT DRAW": - Ill OUADRAM HOMES
DIVE INCH DATUM
1 REVISED PER CITY REVIEW BJT 1/15/15 BJT CHECKED: � AT FULL SCALE � Planning/Building/Public Works De t.
IF NOT ONE INCH P 14725 SE 36TH ST. SUITE 200
N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY BELLEVUE,
WA 98006
LJ
F- Z >
� zcr
O z� w
cn
LLJ XQ � 2
Z L,.,
W N � g Z
Q O N 00 U 0
�rn�or�- 0 crz
N I I Ww
z
� u7 Ln 0 Z
N Z N N -j
10/08/2014
7
r
mZ
m
D r
10/08/2014
rl
cn
•
�o
c
�m
�7
r
m
I
i D
O
D
Z
Z
C
m cn
r v
� T
8 O
•~ � l 1
1 � T n -
�oo�nn�
6 +1 2,r 1% �qr
7
r
mZ
m
D r
•
�o
c
�m
�7
r
m
I
i D
O
D
Z
Z
C
m cn
r v
� T
8 O
•~ � l 1
1 � T n -
�oo�nn�
6 +1 2,r 1% �qr
� T
8 O
•~ � l 1
1 � T n -
�oo�nn�
6 +1 2,r 1% �qr
�oo�nn�
6 +1 2,r 1% �qr