HomeMy WebLinkAboutS-335101N �
O
FQ-
-._I V)
LLJ
LZ LLJ
�I
Q
O �
= Z Z
Wa o
c
cf) 0
Q W
of N
_-r U) N
(n (n IN
W �
W
�2 �n
NJ
w
� r
2
n
S
a
o
o i`�tll
0
0 0
N N
N N
o e ZO
ss N
00
U 'U
4 4
rc
LEGEND
[0
CB (TYPE 1) 0
1/4
STMH (TYPE 11) 17-1
SIGN
SANITARY SEWER MH
N
WATER VALVE
®
WATER METER /SERVICE o
RIM EL
INV EL
FIRE HYDRANT
°�I
UTILITY POLE ED
G
GUY WIRE 0
®
POWER JUNCTION BOX
FAI
POWER PEDESTAL
TELEPHONE CABINET
PORTION O F THE SW 1/4 OF THE NW
1/4
CONTACT PSE TO REMOVE
EX. POLE AND GUY WIRE,
SIGN
OF SEC 4, TWN 23 N, R 5 E, W.M.
EX CB -
INSTRUMENT: ENToTOPCON GPT 3000W TOTAL STATION
- +-
CITY OF RENTON, WASHINGTON
RIM EL
INV EL
METHOD USED: FIELD TRAVERSE WITH ACTUAL
°�I
CITY OF RENTON MON #1837
G
FIELD MEASUREMENTS AND ANGLES
WAC 332 - 130 -090
MAIL BOX
PK NAIL
FND 2 1/2" FLAT BRASS DISC
W /PUNCH ON CONC MON IN
C (2/06)
�9
DATE OF SURVEY: FEBRUARY 2006
BASIS OF BEARING: WEST LINE OF THE NE 1 /W OF
SECTION 4 -23 -05
TO REMAIN
6
NE 25th STREET
BENCHMARK: CITY OF RENTON MON
MON IN CASE/
_ _
GRAPHIC SCALE
#369
STA 0 +37. 30' RT TO STA 1 +56, 20' RT, REMOVE
ROCKERY AS NECESSARY TO CONSTRUCT NEW SIDEWALKS-
I °
TOP 3" BRASS DISK W/ "X" PUNCH IN
EX REBAR PIPE
/
O
5" STOR7Z, ATTACHED WITH 118" STAINLESS STEEL
CONCRETE MON IN CASE AT THE WEST
AS NOTED
EX CB
( IN FEET )
1/4 OF SECTION 4 -23 -05
EX CB
RIM EL = 326.01'
1 inch = 20 1L
ELEVATION = 332 57' (101 398m) NAVD 1988
INV EL = 323.50'
D
EX SSM H PUMPER CONNECTION CITY OF SEA 77IE THREADS
WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD x
RIM EL = 327.01' 30. 130.00 5' STORTZ, ATTACHED WITH 118" STAINLESS STEEL
INV EL = 315.70' I CABLE I
FND 3" FLAT BRONZE DISC I I II
1
W/ CROSS ON CONC MON ,,,. `
IN CASE (2/06) EX STMH = - -d
CONTRACTOR /OWNER SHALL
CONTACT PSE TO REMOVE
EX. POLE AND GUY WIRE,
STA 3 +22, 13.5 LT
CONVERT OVERHEAD LINE
TO UNDERGROUND
EX CB -
TYP I
- +-
SPECIAL CONSTRUCTION NOTES AREA DEDICATED TO CIITY
RIM EL
INV EL
= 329.43'
= 324.53'
°�I
G
EX HOUSEI
STA 4 +25 13 5' LT
RIM EL = 327.01 ` 13 __ = t, - -_ - - --
INV EL = NE 23rd STREET
p j W 8,.
1 +16 W` 8" W-
34
32
3_'
32
32
32
DATUM ELAR
315.00
EX CB -TYP
RIM EL = 329.43'
WOOD FENCE INV EL = 327.73'
---- - ----- - - - - ------ - - -- - - - - -- -
103LF -8 CMP
W3078
W 8., W W 8„ W, W o
z +oo S88 °18'04 E '1,010.491(m) 3 +00 0+
G G G
G G G
G —
CONTACTOR TO RAMP END o
OF SIDEWALK TO MATCH EX n
;may__. 62.95- __ -- -_._. _ - -- - SURFACE
STA 21+21, 2.5'RT 90' 1'- -_
STA 1 +62, 2.5'RT _ EX 6" I SS STUB STA 3 +03.5,
NEW 6 "_SS�Ttl- _ " 1.�� INV = 316.87 2.5'RT
Ir1v = rfi.5s �- — I WATER ASE EX., EX 6" Ss srue STA 4 +25, 12.0' RT
RELOCATE EX. E�
INV = 317.29 EX CB -TYP I
WATER SERVICE I FOR LOT 4 B IN¢ >
FOR LOT 3 BEHIND I SIDEWALK r '" RIM EL = 329.36
SIDEWALK -
LOT 4 'I INV EL = 327.76'
LOT 3
FF= 327.50 IEX GARAGE
TO BE
I REMOVED
-- 62.98'
WOOD FENCE
0 +00 1 +00 2 +00 3 +00
ROLL 2 08 FR21.31
� �
- _
- +-
SPECIAL CONSTRUCTION NOTES AREA DEDICATED TO CIITY
n
°�I
G
EX HOUSEI
IG�I'
REC NO. 200009270001 �7 ;;
N CASE (2/06)
TO REMAIN
6
s
EX FH COMPLIES WITH CITKS STANDARDS. 4"
STA 0 +37. 30' RT TO STA 1 +56, 20' RT, REMOVE
ROCKERY AS NECESSARY TO CONSTRUCT NEW SIDEWALKS-
PUMPER CONNEC71ON CITY OF SEATTLE THREADS
WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD x
O
5" STOR7Z, ATTACHED WITH 118" STAINLESS STEEL
MW D 1
-
�8
STA 0 +36, 14` RT TO STA 3 +10, 14' RT, CONSTRUCT
EX CB
7
Z
I
"
/
w
-
63.00' 6" ROOF DR N
STANDARD CURS, GUTTERS AND SIDEWALKS AND
0
-
TERMINATE SIDEWALKS WITH CONCRETE RAMP (REFER TO
RIM EL = 326.20
;;
LLB
'
'�'
NEW. WATER
DETAIL SHEET)
INV EL = 320.90'
°,
j
;
'
EX. WATER
- -
SERVICE FOR'
LOT 2
CONSTRUCT 6" ROOF DRAIN TO EXISTING CATCH BASIN AT
�,�
v
SERVICE TO
STA 0 +30, 17' RT TO SERVE ALL LOTS.
y
I
�� !
LOT 1 ..LOT -'1 OI
C
STA 0 +89, '30' RT AND STA 1 +62. 30' RT, CONSTRUCT
A.D.A. CURB RAMP
I
co
00
FF= 327.00
I LOT 2 oc
I
NEW SANITARY SEWER STUB FOR LOTS 1 AND 3, AT MIN
SEE DETAILS
"
�
°'�
OQ
�
,' - L�
++ _ LL
SLOPE OF 2.0.
I ; '
Z
I
-�
STA 0 +94, 2.5'R �
EX 6" SS STUB --
' _ 1 EX HOUSE I _
TO REMAIN
EXTENDS EXISTING SANITARY SEWER STUBS TO WITHIN
FIVE FEET INSIDED FRONT LOT LINE AT STA 0 +94 AND
I ®� - -.0.
_
-2
„
W
INV- 316.18-
I 2509 I M
STA 2 +20.
_�
.
z CO I
v�
M
M
STA 0 +97.5, O
I', I 0
STA 1 +55, 21' RT INSTALL NEW WATER SERVICE FOR LOT
f�
0
��
j
A
_�
�_M
- '2.5RT
NEW 6" SS STUB z
L
3. EXTEND EXISTING SERVICES, IF NECESSARY, BEHIND THE
W
W w
I
INV = 316.20
NEW SIDEWALKS.
m
'
oe
pQ
I
LjM
°g
STA 3 +07. 21' RT REFURBISH EXISTING FIRE HYDRANT AS
�O
d
64.00'
_
REQUIRED 8Y CITY OF RENTON UTILITY DIVISION
ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY
OF RENTON TRENCH RESTORATION AND STREET OVERLAY
I
��
i
In n
U) O
Q�
mz
�
I
i +
63.00'
-
r - - N $8'1
DETAIL.
�;
I
I -
EX
-1
HOUSE
30.00 io 30.00
34
32
3_'
32
32
32
DATUM ELAR
315.00
EX CB -TYP
RIM EL = 329.43'
WOOD FENCE INV EL = 327.73'
---- - ----- - - - - ------ - - -- - - - - -- -
103LF -8 CMP
W3078
W 8., W W 8„ W, W o
z +oo S88 °18'04 E '1,010.491(m) 3 +00 0+
G G G
G G G
G —
CONTACTOR TO RAMP END o
OF SIDEWALK TO MATCH EX n
;may__. 62.95- __ -- -_._. _ - -- - SURFACE
STA 21+21, 2.5'RT 90' 1'- -_
STA 1 +62, 2.5'RT _ EX 6" I SS STUB STA 3 +03.5,
NEW 6 "_SS�Ttl- _ " 1.�� INV = 316.87 2.5'RT
Ir1v = rfi.5s �- — I WATER ASE EX., EX 6" Ss srue STA 4 +25, 12.0' RT
RELOCATE EX. E�
INV = 317.29 EX CB -TYP I
WATER SERVICE I FOR LOT 4 B IN¢ >
FOR LOT 3 BEHIND I SIDEWALK r '" RIM EL = 329.36
SIDEWALK -
LOT 4 'I INV EL = 327.76'
LOT 3
FF= 327.50 IEX GARAGE
TO BE
I REMOVED
-- 62.98'
WOOD FENCE
0 +00 1 +00 2 +00 3 +00
ROLL 2 08 FR21.31
H.
F WA 3
o! 2
ti
ZONAL
MWMES 6/22/07
RECOMMENDED
FOR APPROVAL
BY /°VlZ_ho+, DATE 1 7
BY DATE
BY DATE
BY DATE F7
� �
FND 3" FLAT BRONZE DISC
¢I¢
I
W/ CROSS ON CONC MON
EX HOUSEI
IG�I'
N CASE (2/06)
TO REMAIN
6
EX FH COMPLIES WITH CITKS STANDARDS. 4"
PUMPER CONNEC71ON CITY OF SEATTLE THREADS
WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD x
O
5" STOR7Z, ATTACHED WITH 118" STAINLESS STEEL
•
CABLE.
w
0
H.
F WA 3
o! 2
ti
ZONAL
MWMES 6/22/07
RECOMMENDED
FOR APPROVAL
BY /°VlZ_ho+, DATE 1 7
BY DATE
BY DATE
BY DATE F7