HomeMy WebLinkAboutS-321602U
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EX ED MH > ,INSTALL STORK FITTING S�2.74 SANITARY ATER PLAN
N
RIM= 272.74
RIM E - 271 95 N 8' PVC 5= 267.47
I.E. = 264.61 �- 8' PVC f= 267.44
8' PVC W= =267.36 FIELD LOCATE THE HORIZONTAL SANITARY &VERTICAL RI ss MH /� BUILT
m I < Q LOCATION OF EX 8" SANITARY SEWER AND RIM EL = 272.94 H 0
I 'h - -�-- -- 1- INSTALL NEW 6° SIDE SEWER PER CITY STD 1;''s"
Atx v 1 , .I . ' 6 CNC W_268.64 -
wlb
N.E. 10TH PL
ui
__SS-
� � ( ( I �'�., ni S { 0 �i((��^^�rv. A✓ a � � ^^rY >I �� ' 3 ' O • � q � C I�Y� '. 2 � 31. � �GS J �� >
s
ss �
s 271.11 � I1 a
RM Q;;.
S 88'19'23" E 321.52
LE. = 4
I 6' CNC 62,6 f= 3 266.39 3 ' " - _ 9i 69 L F 6' PVC SEWER ®2.0� 22 R M CO' 272.5 g +
�30 IROW I 30' ROW � G
S CO 2
11 271 8 SS
a I I I ill = 267.62 �, RIM CO 272 *-
�+ ( IE = 268.3
LLj UNIT 2 UNIT 3
48 50 I 1 I p I BLDG R(SEE RFIRE TO FF = 272'2 FF = `.272.5
x t Z EX. TELEPHONE MH --- -'}-�� I 3 PLAN NOTE BELOW) FF = 273.6 FF = z'74.0
w m RIM EL.= 272.15 I w ^6
Q rnvRaar f I UNIT 1 `
t (A FF = 272.0
I.
M EX 5.0 WIDE CONC. SIDEWALK II I I I a FF = 273 2 SEWER STUB ^ryo- SEWER STNS hk
ETA 0 +90 Z
INSTALL 1 O 3 0 EX 15" SD
1 - 16 "x8" ET TAP I e I
1 - 8" GATE VALVE I Q (N EX WATER METER -
GONC. BLKG.I W o TO BE REMOVVVVVVED
I I o 42 L.F. 8" D.I.
I N WATER MAIN
STA 1 +32.40 i-
INSTALL: 137.31 L. r.
i - 8x6" �EE (FL)
i- 6° G E VALVE (FL X MJ) � ---}
1 - 8" X REDUCER I
1 - 4" G EVALVE (FL X NJ)
10 LF 6' 1. EXTENSION I I EX CONIC. CURB & GUTTER
1 -FHA SEMBLY
CONCRETE IBLOCKING EX. { ELEPHONE
I
( I � EX SS ®h.0%
EX TELEPHONE MH
WEST LINEIOF SEC. 9� I RIM EL.=
I I 271.93 -> 0.
I N rn
I z
2
I EX SS MH I I
I � I
I I
I
I I
I I 30.00'
N
06
N.E. •. 10TH ST. m
w
Iry
I 47 -�- 506
I3
I I
I
I-It - -� --- t---- -�,'Q� EX 15" S�
I � I
I I f I
I I I I IN
I 1 I
1 I
INSTALL STORTZ FITTING
ON E4 FIRE HYDRANT
EX C8J
I � I
I
RI SD 26 MH
RIM = 268.9
I.E. = 263.33
47 0
FND. M.I.C.
VISITED:
3 -10 -04
I 1 /
WA
e
Q.
.FI SEWER STUB TOP =277.11 WATER "� ,y
1 SEWER STUB TOP 275.91 GN0= 27250 STUB + TOP= 277.77 '. "�
n° TOP 27624 GND= 27212 OND= 273.15 +
Off} -OFF GND 27242 WATER °
PIV 1 <rSTUB I WATER
4 -
1 BLOW OFF '.
O
®
NW CORNER EX WALL
1.08 E. & 0.53 N.
OF NE PROP. CpR.
W
ti
.fir'
SEW I HOLE
'60
S�S COSTUB
M
?ee
Q d
8' P =266 15 ^
WAJER�
SfWER STUB STUB
IRE. = 267.8
WATER SEWER MANHO
STUB
O
4
8' n268.06 + "
TOP-274.91 SEWER STUB
+
RIM= 273.90
+ 70P CONC =273.5
'6RS
p
PLAT
GND =271.28 7OP= 274.23
SEWER STUB
r PARALLEL LINE 105 FEET; THENCE EAST ALONG A LINE PARALLEL WITH THE
I6 -
0-
SS CO GNO= =271.38
TOP-275.01
"ss 's66� PVC N= 269.21
I
w POINT OF BEGINNING; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
RIM = 271.9
GND= 271.21
6 PVC S= 269.24
2j9
I.E. = 267.8
I
��o
>� p ELEVATIONS:
Q
Z REFER TO SURVEY CONTROL DATABASE - POINT ID: 6173.
(SEE FIRE
e NOTE BELOW)
2j
>
1.45
9 ,1
R
}"
UNIT 4
UNIT 5
UNIT 6
it
0
a
O
z
=25
m
a a
z
0
N
loot
-----------------------------------------------------------------
EX ED MH > ,INSTALL STORK FITTING S�2.74 SANITARY ATER PLAN
N
RIM= 272.74
RIM E - 271 95 N 8' PVC 5= 267.47
I.E. = 264.61 �- 8' PVC f= 267.44
8' PVC W= =267.36 FIELD LOCATE THE HORIZONTAL SANITARY &VERTICAL RI ss MH /� BUILT
m I < Q LOCATION OF EX 8" SANITARY SEWER AND RIM EL = 272.94 H 0
I 'h - -�-- -- 1- INSTALL NEW 6° SIDE SEWER PER CITY STD 1;''s"
Atx v 1 , .I . ' 6 CNC W_268.64 -
wlb
N.E. 10TH PL
ui
__SS-
� � ( ( I �'�., ni S { 0 �i((��^^�rv. A✓ a � � ^^rY >I �� ' 3 ' O • � q � C I�Y� '. 2 � 31. � �GS J �� >
s
ss �
s 271.11 � I1 a
RM Q;;.
S 88'19'23" E 321.52
LE. = 4
I 6' CNC 62,6 f= 3 266.39 3 ' " - _ 9i 69 L F 6' PVC SEWER ®2.0� 22 R M CO' 272.5 g +
�30 IROW I 30' ROW � G
S CO 2
11 271 8 SS
a I I I ill = 267.62 �, RIM CO 272 *-
�+ ( IE = 268.3
LLj UNIT 2 UNIT 3
48 50 I 1 I p I BLDG R(SEE RFIRE TO FF = 272'2 FF = `.272.5
x t Z EX. TELEPHONE MH --- -'}-�� I 3 PLAN NOTE BELOW) FF = 273.6 FF = z'74.0
w m RIM EL.= 272.15 I w ^6
Q rnvRaar f I UNIT 1 `
t (A FF = 272.0
I.
M EX 5.0 WIDE CONC. SIDEWALK II I I I a FF = 273 2 SEWER STUB ^ryo- SEWER STNS hk
ETA 0 +90 Z
INSTALL 1 O 3 0 EX 15" SD
1 - 16 "x8" ET TAP I e I
1 - 8" GATE VALVE I Q (N EX WATER METER -
GONC. BLKG.I W o TO BE REMOVVVVVVED
I I o 42 L.F. 8" D.I.
I N WATER MAIN
STA 1 +32.40 i-
INSTALL: 137.31 L. r.
i - 8x6" �EE (FL)
i- 6° G E VALVE (FL X MJ) � ---}
1 - 8" X REDUCER I
1 - 4" G EVALVE (FL X NJ)
10 LF 6' 1. EXTENSION I I EX CONIC. CURB & GUTTER
1 -FHA SEMBLY
CONCRETE IBLOCKING EX. { ELEPHONE
I
( I � EX SS ®h.0%
EX TELEPHONE MH
WEST LINEIOF SEC. 9� I RIM EL.=
I I 271.93 -> 0.
I N rn
I z
2
I EX SS MH I I
I � I
I I
I
I I
I I 30.00'
N
06
N.E. •. 10TH ST. m
w
Iry
I 47 -�- 506
I3
I I
I
I-It - -� --- t---- -�,'Q� EX 15" S�
I � I
I I f I
I I I I IN
I 1 I
1 I
INSTALL STORTZ FITTING
ON E4 FIRE HYDRANT
EX C8J
I � I
I
RI SD 26 MH
RIM = 268.9
I.E. = 263.33
47 0
FND. M.I.C.
VISITED:
3 -10 -04
I 1 /
WA
e
Q.
.FI SEWER STUB TOP =277.11 WATER "� ,y
1 SEWER STUB TOP 275.91 GN0= 27250 STUB + TOP= 277.77 '. "�
n° TOP 27624 GND= 27212 OND= 273.15 +
Off} -OFF GND 27242 WATER °
PIV 1 <rSTUB I WATER
4 -
1 BLOW OFF '.
O
®
NW CORNER EX WALL
1.08 E. & 0.53 N.
OF NE PROP. CpR.
�WATf
ti
.fir'
SEW I HOLE
'60
S�S COSTUB
M
?ee
Q d
8' P =266 15 ^
WAJER�
SfWER STUB STUB
IRE. = 267.8
WATER SEWER MANHO
STUB
O
4
8' n268.06 + "
TOP-274.91 SEWER STUB
+
RIM= 273.90
+ 70P CONC =273.5
'6RS
p
PLAT
GND =271.28 7OP= 274.23
SEWER STUB
r PARALLEL LINE 105 FEET; THENCE EAST ALONG A LINE PARALLEL WITH THE
I6 -
SS CO GNO= =271.38
TOP-275.01
"ss 's66� PVC N= 269.21
I
w POINT OF BEGINNING; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
RIM = 271.9
GND= 271.21
6 PVC S= 269.24
2j9
I.E. = 267.8
I
8' PVC W =269.0
>� p ELEVATIONS:
I E. SERVICE TO
Z REFER TO SURVEY CONTROL DATABASE - POINT ID: 6173.
(SEE FIRE
e NOTE BELOW)
2j
>
1.45
9 ,1
R
}"
UNIT 4
UNIT 5
UNIT 6
it
^y�
FF = 272.0 + "^
FF = 272.2
FF = 272.5
"
FF = 273.2
FF = 273.6
FF = 274.0
�Be
.p
a
_ _ _ _ _ _
-
- _
ob
-...�
EX CHAIN LINK FENCE
EX 0.65 WIDE CONIC' WALL "272 �' ?9 N 8853'44" W 130.89'
w I ?
W /WOOD FENCE ON TOP � S ...
'oa +
, ......272 ..
10 5 0 10 20
GRAPHIC SCALE IN FEET
PROPERTY DESCRIPTION
;-
00
279.15
NW CORNER EX WALL
1.08 E. & 0.53 N.
OF NE PROP. CpR.
0 1
ti
0 I
'60
U
M
?ee
?�B
SUBDIVISION AND RUNNING THENCE NORTH ALONG THE WEST LINE OF SAID
N
b
O
w
MERIDIAN
'6RS
p
PLAT
10 5 0 10 20
GRAPHIC SCALE IN FEET
PROPERTY DESCRIPTION
3
THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER
a
ti
0 I
TOWNSHIP 23 NORTH, RANGE 5 EAST., W.M., DESCRIBED AS FOLLOWS:
U
M
BEGINNING AT THE SOUTHWEST CORNER OF THE EAST HALF OF SAID
5
SUBDIVISION AND RUNNING THENCE NORTH ALONG THE WEST LINE OF SAID
N
b
O
w
°o
I
p
275.83
10 5 0 10 20
GRAPHIC SCALE IN FEET
PROPERTY DESCRIPTION
11 `7
W. LINE OF E.1 /2, NWI /4,
NWi /4, SWi /4, NW7 /4
SEC. 9 -23 -5. 1
MIO
N
I
I
I
- - _ 161.15 - _ S88'53'44 4E �� 161.15 -�
N.E. 9TH PL. S 304.04'
88'53'44" E 322.30
CONTOUR INTERVAL = 2 FOOT
SITE ADDRESS:
972 EDMONDS AVE N.E.
RENTON, WA
SITE AREA = 13,737 S.F. = 0.32 AC.
SITE ZONING: RM -C
COMPREHENSIVE PLAN LAND USE DESIGNATION:
MULTI- FAMILY INFILL
SETBACKS:
FRONT - 20'
SIDES - 7' (3 STORY HIGH)
REAR - 15'
DENSITY: 20 UNITS PER ACRE
PARKING REQUIRED: 2 OFF STREET WITHIN STRUCTURE
CITY OF RENTON
C>EPARTMENT Of= PUBLIC WORKS
RECORD DRAWING
0 E DATE FILE NO.
DRAWN STS - SW1
\1 \NON
CHECKED SCALE FIND BOOK
APPROVED C
p,RECiOR Q° PVBUC WORI(5 SHEEN J OF
019; I.J- SLN003 <1LR S -3� I�oa
3
THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER
OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 9,
TOWNSHIP 23 NORTH, RANGE 5 EAST., W.M., DESCRIBED AS FOLLOWS:
M
BEGINNING AT THE SOUTHWEST CORNER OF THE EAST HALF OF SAID
n
SUBDIVISION AND RUNNING THENCE NORTH ALONG THE WEST LINE OF SAID
EAST HALF 315.35 FEET TO THE TRUE POINT OF BEGINNING OF THE TRACT;
o
THENCE WEST ALONG A LINE PARALLEL WITH THE SOUTH LINE OF SAID
SUBDIVISION TO AN INTERSECTION WITH A LINE PARALLEL WITH AND 30 FEET
EAST OF THE WEST LINE OF SAID SECTION 9; THENCE SOUTH ALONG SAID
r PARALLEL LINE 105 FEET; THENCE EAST ALONG A LINE PARALLEL WITH THE
�F M SOUTH LINE OF SAID SUBDIVISION TO THE WEST LINE OF THE EAST ONE HALF
. ^�. OF SAID SUBDIVISION; THENCE NORTH ALONG SAID WEST LINE 105 FEET TO THE
w POINT OF BEGINNING; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
SUBJECT TO RESERVATION OF RECORD.
2j9
I
>� p ELEVATIONS:
Z REFER TO SURVEY CONTROL DATABASE - POINT ID: 6173.
NAVD: 88. BOLT IN SIGNAL FOOTING. THE MARK IS IN RENTON,
AT THE NORTHWEST ANGLE OF THE INTERSECTION OF SUNSET
z BLVD AND EDMONDS AVE NE. THE MARK IS THE TOP OF THE BOLT
IN THE SOUTHWEST CORNER OF THE CONCRETE FOOTING FOR THE
I TRAFFIC SIGNAL.
ELEV. = 282.815 FEET
11 `7
W. LINE OF E.1 /2, NWI /4,
NWi /4, SWi /4, NW7 /4
SEC. 9 -23 -5. 1
MIO
N
I
I
I
- - _ 161.15 - _ S88'53'44 4E �� 161.15 -�
N.E. 9TH PL. S 304.04'
88'53'44" E 322.30
CONTOUR INTERVAL = 2 FOOT
SITE ADDRESS:
972 EDMONDS AVE N.E.
RENTON, WA
SITE AREA = 13,737 S.F. = 0.32 AC.
SITE ZONING: RM -C
COMPREHENSIVE PLAN LAND USE DESIGNATION:
MULTI- FAMILY INFILL
SETBACKS:
FRONT - 20'
SIDES - 7' (3 STORY HIGH)
REAR - 15'
DENSITY: 20 UNITS PER ACRE
PARKING REQUIRED: 2 OFF STREET WITHIN STRUCTURE
CITY OF RENTON
C>EPARTMENT Of= PUBLIC WORKS
RECORD DRAWING
0 E DATE FILE NO.
DRAWN STS - SW1
\1 \NON
CHECKED SCALE FIND BOOK
APPROVED C
p,RECiOR Q° PVBUC WORI(5 SHEEN J OF
019; I.J- SLN003 <1LR S -3� I�oa