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LEGEND
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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
1
ROLL 2 0.8
PROPERTY LINE
SIDE SEWER MANN TO BUILDING SEWER
�J, ! -I I- U / Ul-eL
6" SEWER PIPE ''r r` s -O -I BLDG SEWER
" SIDE OUTLET TEE z;
2 "X4" STUD SERVICE ARKER
PAINT UPPER PORTION WHITE
AND STENCIL ON SIDE WORD
a 'SEWER" WITH 3" HIGH
a BLACK LETTERS.
6" SIDE SEWER & BUILDING SEWER
PLAN
6" SIDE SEWER
o
1:3:5 M1X
NOTE:
SA NI TA R Y SEWER N O TES &• SPECIFICATIONS
SANITARY SEWER NOTES AND S°EC/F7CABONS
BLOCKING FOR CAST OR MINIMUM 5' COVER AT PROPERTY
o
N
J
6 LfIN -
N
°
LOWEST HOUSE ELEVATION, WHICH -
_
25• MIN
w
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
= HORIZONTAL
SPECIFTCARON OF THE CITY OF RENTON U-77LITY DEPARTMENT AND THE LATEST EDITION OF
6" SIDE OUTLET TEE
DATE
THE WSDOT /APWA STANDARDS AND SPEC0CAT70NS.
BY
2 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ?STANDARD SPEOFTCATTONS FOR
CONC. BLOCKING ANGLE
\ -6" SIDE SEWER
MUNICIPAL PUBLIC WORKS CONSTRUCTION? PREPARED BY WASHINGTON STATE CHAPTER
\\
ELEVATION
AMERICAN PUBLIC WORKS ASSOC/A770N, LA7EST EDITION (APWA) AND CITY OF RENTON
STANDARD SPEC(F7CA77ONS.
AT CONNECTION
3 ALL LOCA77ONS OF EXISTING U77LIPE -S SHOWTI ARE APPROXIMATE AND IT SHALL BE THE
NOT
V)
CON7RACT0R9S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCAUON SO AS TO
Gk,
PI�G.�G
LLI _!
AVOID DAMAGE OR 0157URBANCE.
STAINLESS WITH STEEL BANDS
�6O�CRE
WHEN CONNECTING NEW SIDE
25
w
LL. Q
O
4- CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE COAISTRUCDON S17E.
HORIZONTAL
5- IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
TYPICAL SIDE SEWER
>
0774ER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
BE CORE DRILLED.
L7
Z LLi
U7 O
6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS
7 A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB S17F WHENEVER C0NS77?UC77ON
TYP. SEE SHTS. 15 & 16
IS IN PROGRESS
8 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF
®�
THE SANITARY SEWER SYSTEM, WY,1CH HAS BEEN STAMPED AND SIGNED BY A LICENSED
PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
M
9. BACicFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A
M
LOOSE AVEP,.AGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF B INCHES THOROUGHLY TAMPING
EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND
n, h
at o
�O � h
�tl ^ ¢
L`I o x
Z
It!
Q
Q
"K n o
0
w7 o
>
FOR ONE PIPE DIAMETER DN EACH SIDE OF THE PIPE OR TO 774E SIDE OF THE TRENCH.
MA ERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE 7NE SAME AS DESCRIBED.
10- OPEN CUT P,OAD CROSSINGS FOR U77LiTY TRENCHES ON EXISTING TRAVELED ROADWAY
SHALL BE BACKRLLED WI774 CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE
EXIS77NG ASPHALT SHALL BE NEA TUNE CUT MTH SAW IN A CON77NUOUS LINE. A
TEMPORARY MIX PATCH MUST BE PLACID IMME&A TEL Y AFTER BACKFILL AND COMPACTION. A
PERMANENT HOT bf,'X PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF
RENTON CURRENT STANDARDS.
11- DATUM SHALL Bf CITY OF RENTON, 1988 NA W.
12 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO
h p
THE SA77SFAC77ON OF 774E DEPARTMENT FOR 774E PREVEN77ON OF ON-SITE EROSION AFTER
THE COMPLETION OF CONS7RUC77ON-
]u� H a
,o a
73. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION
IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION THIS SHALL INCLUDE NECESSARY
'g
LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDA77ON MA7ZRIAL, AS WELL AS
PLACEMENT AND COMPACT70N OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO 7HAT
THE EN77RE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING
o
BASE PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D
3034, SDR 35, OR DUCTILE IRON CLASS 50.
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12
INCHES ABOVE FINISHED GRADE IN PAVED AREA_. COVER MUST SLOPE IN ALL DIREC77ONS
TO MATCH PA LANG.
U77LITY SPECIRCA77ONS
z
zg
C' \SDSK \CI TYNO TES \R ENTON,U7ILITYSPECIFICA770NSDOC
ROLL 2 0.8
PROPERTY LINE
SIDE SEWER MANN TO BUILDING SEWER
�J, ! -I I- U / Ul-eL
6" SEWER PIPE ''r r` s -O -I BLDG SEWER
" SIDE OUTLET TEE z;
2 "X4" STUD SERVICE ARKER
PAINT UPPER PORTION WHITE
AND STENCIL ON SIDE WORD
a 'SEWER" WITH 3" HIGH
a BLACK LETTERS.
6" SIDE SEWER & BUILDING SEWER
PLAN
6" SIDE SEWER
1:3:5 M1X
NOTE:
CONCRETE 60• ALLOWABLE
MAX SIDE SEWER SHALL HAVE A
BLOCKING FOR CAST OR MINIMUM 5' COVER AT PROPERTY
x UCTILE IRON PIPE. LINE OR 3 -5' LOWER THAN THE
MN
6 LfIN -
BY
LOWEST HOUSE ELEVATION, WHICH -
_
25• MIN
EVER IS LOWER.
6 "MIN
= HORIZONTAL
6" SIDE OUTLET TEE
DATE
SEWER MAIN
BY
r- EXISTING SEWER MAIN
CONC. BLOCKING ANGLE
\ -6" SIDE SEWER
OF TEE AT MAIN OVER 25°
\\
ELEVATION
___6m BE TEE
BE INSTALLED
AT CONNECTION
J�
� �(Gk
NOT
VO
MAKE TAP THROUGH CAST IRON
Gk,
PI�G.�G
SADDLE SECURED TO SEWER MAIN
STAINLESS WITH STEEL BANDS
�6O�CRE
WHEN CONNECTING NEW SIDE
25
SEWERS TO EXISTING MA /N-
29 MIN SLOPE
HORIZONTAL
VITRIFIED CLAY, PLAIN &
TYPICAL SIDE SEWER
REINFORCED CONCRETE, Dl &
CI PIPE SEWER MAINS ARE TO
ELEVA TION
BE CORE DRILLED.
SIDE SEWER
SERVICE DETAIL
TYP. SEE SHTS. 15 & 16
RECOMMENDED
FOR
APPROVAL
BY
DATE
BY
DATE
BY
DATE
BY
DATE
A Top
BY
DATE
�� �
9 <,a
917- 001 -051
9170, SITE
7
j11NAL
EXPIRES L 22/0'I
S J E '/ E R i o i
X0.5- 33�,oz
ssur
PORTION OF THE SW 1/4 OF THE NW 1/4
OF SEC 4, TWN 23 N, R 5 E, W.M.
CITY OF RENTON, WASHINGTON
CITY OF RENTON MON #1837
FND 2 1/2" FLAT BRASS DISC
W /PUNCH ON CONC MON IN
C (2/06) NE 25th STREET]
GRAPHIC SCALE Y
20 0 10 20 40 80
EX CB ( IN FEET )
RIM EL = 326.01' 1 inch = 20 ft.
INV EL = 323.50 EX �W COMPLIES WITH CITYS STANDARDS. 4"
Vi Vi f S SS
W SPECIAL CONSTRUCTION NOTES AREA DEDICATED TO CITY;; ° G
2 !e I REC NO. 200009270001 7;; s ..<
STA 0 +37. 30' RT TO STA 1 +56, 20' RT, REMOVE y
ROCKERY AS NECESSARY TO CONSTRUCT. NEW SIDEWALKS. i�cu W s' .a pa ewa'z11,
Q ZSTA 0 +36, 14' RT TO STA 3 +10, 14' RT, CONSTRUCT: ; ;; z
Lyn .STANDARD CURS,. GUTTERS AND SIDEWALKS AND - - EX CB
'eg TERMINATE SIDEWALKS WITH CONCRETE RAMP (REFER TO RIM. EL = 326.20 ; W '; ' t•.
Q N DETAIL SHEET)
INV EL = 320.90' ;; i ;; EX. WATER
n_n N CONSTRUCT 6" ROOF DRAIN TO EXISTING CATCH BASIN AT " " SERVICE TO
STA 0 +30, 17' RT TO SERVE ALL LOTS. ;"�i o , �� �� LOT 1
STA 0 +89, 30' RT AND STA 1 +62, 30' RT, CONSTRUCT A.D.A. CURB RAMP I /L 27.00
NEW SANITARY SEWER STUB FOR LOTS 1 AND 3, AT MIN SEE DETAILS FF= 327.00
SLOPE OF 2.0% I' �� - /OC)
STA 0 +94,.2.5'R
z " EX 6" SS STUB
EXTENDS EXISTING SANITARY SEWER STUBS TO WITHIN ,; d INV = 316.18
FIVE FEET INSIDED FRONT LOT LINE AT STA 0 +94 AND ®�r Cn -�.!� " W
- n Q- y cs n
z STA 2 +20. a CJ B 'I . I-
$ o ,m Z Y O ;STA 0 +97.5, J
STA 1 +55, 21' RT INSTALL NEW WATER SERVICE FOR LOT F-r �..... ' 2.5'RT
3. EXTEND EXISTING SERVICES, IF NECESSARY, BEHIND THE I; ® NEW 6" SS STUB
NEW SIDEWALKS. ;� m W 1 n8 Q 9NV = 316.20 327_. -
STA 3 +07, 21' RT REFURBISH EXISTING FIRE HYDRANT AS �� I
REQUIRED BY CITY OF RENTON UTILITY DIVISION ; ;; lop 1 a 64.00,
ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY Cn
OF RENTON TRENCH RESTORATION AND STREET OVERLAY ; i Q ii 4
DETAIL. i n z
DO
q-. ( F — EX
° 30.00 1 .30 .00 I HOUSE
Z (,!l
81,
q
340
336
332
328
324
320
DATUM EL,0n
315.00
N
M
- - --
100.00 VC -'
METHOD USED: FIELD TRAVERSE WITH ACTUAL
>
FIELD MEASUREMENTS AND ANGLES
WAC 332 -130 -.090
HIGH POINT ELEV = 330.67
DATE OF SURVEY: FEBRUARY 2006 .
LEGEND
BASIS OF BEARING: WEST LINE OF THE NE 1/W OF
ROP T C PROFILE
HIGH POINT STA = 1 +82.04
a,
k
❑0
CB (TYPE 1)
°
TELEPHONE CABINET
`v
¢
o
O
STMH (TYPE 11)
n
SIGN
v
°1.
n
A.D. _ -4.83
O
SANITARY SEWER MH
IINV EL = 324.53'
STA 4 +25, 13.5'
LT
N
WATER VALVE
K = 20.72
~Q
_: _
COD FENCE
®
WATER METER /SERVICE
°
MAIL BOX
_L
UJ
- - -- -__- -_- --
103LF- 8 "CMP.
s,
FIRE HYDRANT
PK NAIL
C
P::
W
-o-
UTILITY POLE
®
MON IN CASE/
~
Q
E--
GUY WIRE
®
EX REBAR /PIPE
N
®
POWER JUNCTION BOX
AS NOTED
0
z
N
Z]
POWER PEDESTAL
O C)
O
O N
Q
Z
EX SSMH
C
W
RIM EL = 327.01'
W
INV EL = 315.70'
(�
V
CN
FND 3" FLAT
BRONZE DISC
Q
N
W/ CROSS ON
CONC MON
>
IN CASE
(2/06)
EX STMH ,I
z
RIM EL = 327.01
INV EL R
PORTION OF THE SW 1/4 OF THE NW 1/4
OF SEC 4, TWN 23 N, R 5 E, W.M.
CITY OF RENTON, WASHINGTON
CITY OF RENTON MON #1837
FND 2 1/2" FLAT BRASS DISC
W /PUNCH ON CONC MON IN
C (2/06) NE 25th STREET]
GRAPHIC SCALE Y
20 0 10 20 40 80
EX CB ( IN FEET )
RIM EL = 326.01' 1 inch = 20 ft.
INV EL = 323.50 EX �W COMPLIES WITH CITYS STANDARDS. 4"
Vi Vi f S SS
W SPECIAL CONSTRUCTION NOTES AREA DEDICATED TO CITY;; ° G
2 !e I REC NO. 200009270001 7;; s ..<
STA 0 +37. 30' RT TO STA 1 +56, 20' RT, REMOVE y
ROCKERY AS NECESSARY TO CONSTRUCT. NEW SIDEWALKS. i�cu W s' .a pa ewa'z11,
Q ZSTA 0 +36, 14' RT TO STA 3 +10, 14' RT, CONSTRUCT: ; ;; z
Lyn .STANDARD CURS,. GUTTERS AND SIDEWALKS AND - - EX CB
'eg TERMINATE SIDEWALKS WITH CONCRETE RAMP (REFER TO RIM. EL = 326.20 ; W '; ' t•.
Q N DETAIL SHEET)
INV EL = 320.90' ;; i ;; EX. WATER
n_n N CONSTRUCT 6" ROOF DRAIN TO EXISTING CATCH BASIN AT " " SERVICE TO
STA 0 +30, 17' RT TO SERVE ALL LOTS. ;"�i o , �� �� LOT 1
STA 0 +89, 30' RT AND STA 1 +62, 30' RT, CONSTRUCT A.D.A. CURB RAMP I /L 27.00
NEW SANITARY SEWER STUB FOR LOTS 1 AND 3, AT MIN SEE DETAILS FF= 327.00
SLOPE OF 2.0% I' �� - /OC)
STA 0 +94,.2.5'R
z " EX 6" SS STUB
EXTENDS EXISTING SANITARY SEWER STUBS TO WITHIN ,; d INV = 316.18
FIVE FEET INSIDED FRONT LOT LINE AT STA 0 +94 AND ®�r Cn -�.!� " W
- n Q- y cs n
z STA 2 +20. a CJ B 'I . I-
$ o ,m Z Y O ;STA 0 +97.5, J
STA 1 +55, 21' RT INSTALL NEW WATER SERVICE FOR LOT F-r �..... ' 2.5'RT
3. EXTEND EXISTING SERVICES, IF NECESSARY, BEHIND THE I; ® NEW 6" SS STUB
NEW SIDEWALKS. ;� m W 1 n8 Q 9NV = 316.20 327_. -
STA 3 +07, 21' RT REFURBISH EXISTING FIRE HYDRANT AS �� I
REQUIRED BY CITY OF RENTON UTILITY DIVISION ; ;; lop 1 a 64.00,
ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY Cn
OF RENTON TRENCH RESTORATION AND STREET OVERLAY ; i Q ii 4
DETAIL. i n z
DO
q-. ( F — EX
° 30.00 1 .30 .00 I HOUSE
Z (,!l
81,
q
340
336
332
328
324
320
DATUM EL,0n
315.00
N
M
0 +00
1 +00
2 +00
3 +00
SURVEY NOTES
- - --
100.00 VC -'
METHOD USED: FIELD TRAVERSE WITH ACTUAL
>
FIELD MEASUREMENTS AND ANGLES
WAC 332 -130 -.090
HIGH POINT ELEV = 330.67
DATE OF SURVEY: FEBRUARY 2006 .
BASIS OF BEARING: WEST LINE OF THE NE 1/W OF
ROP T C PROFILE
HIGH POINT STA = 1 +82.04
a,
TOP 3" BRASS DISK W/ 'Y' PUNCH IN
CONCRETE MON 1N CASE AT THE WEST
PVI STA = 1 +50.29
`v
¢
o
°
PVI ELEV = 331.03
°
M
v
°1.
n
A.D. _ -4.83
N
M.
IINV EL = 324.53'
STA 4 +25, 13.5'
LT
z.
K = 20.72
EX. PROFILE
_: _
0 +00
1 +00
2 +00
3 +00
SURVEY NOTES
Gi
>
m
METHOD USED: FIELD TRAVERSE WITH ACTUAL
>
FIELD MEASUREMENTS AND ANGLES
WAC 332 -130 -.090
DATE OF SURVEY: FEBRUARY 2006 .
BASIS OF BEARING: WEST LINE OF THE NE 1/W OF
ROP T C PROFILE
o
TOP 3" BRASS DISK W/ 'Y' PUNCH IN
CONCRETE MON 1N CASE AT THE WEST
i
1/4 OF SECTION; 4-23-05
¢
1988
CONTRACTOR /OWNER SHALL
CONTACT PSE TO REMOVE
EX. POLE AND GUY WIRE, tTA 3 +22, 13.51T
CONVERT OVERHEAD LINE V X CB - .TYP I
_
IINV EL = 324.53'
STA 4 +25, 13.5'
LT
920250 -0040 % EX CB -TYP I
---
EX. PROFILE
_: _
COD FENCE
INV EL 327.73'
-- --.-
-- - - --
-
-- --
--
- - -- -__- -_- --
103LF- 8 "CMP.
s,
W3078 �'
WI .. 8 m-B9- W` W o
C
N
h N
rn N
O C)
O
O N
O
0 +00
1 +00
2 +00
3 +00
SURVEY NOTES
INSTRUMENT: TOPCON GPT 300OW TOTAL STATION
METHOD USED: FIELD TRAVERSE WITH ACTUAL
FIELD MEASUREMENTS AND ANGLES
WAC 332 -130 -.090
DATE OF SURVEY: FEBRUARY 2006 .
BASIS OF BEARING: WEST LINE OF THE NE 1/W OF
SECTION 4- -23 -05
BENCHMARK: CITY OF RENTON MON #369
TOP 3" BRASS DISK W/ 'Y' PUNCH IN
CONCRETE MON 1N CASE AT THE WEST
1/4 OF SECTION; 4-23-05
ELEVATION = 3312.57' (101.398m) NAVD
1988
CONTRACTOR /OWNER SHALL
CONTACT PSE TO REMOVE
EX. POLE AND GUY WIRE, tTA 3 +22, 13.51T
CONVERT OVERHEAD LINE V X CB - .TYP I
TO UNDERGROUND
RIM EL = 329.43'
IINV EL = 324.53'
STA 4 +25, 13.5'
LT
920250 -0040 % EX CB -TYP I
RIM EL = 329.43'
_: _
COD FENCE
INV EL 327.73'
-
= ` ---
- - -- -__- -_- --
103LF- 8 "CMP.
s,
W3078 �'
WI .. 8 m-B9- W` W o
C
CONTACTOR TO RAMP END
OF $IDEWA'._K TO MATCH EX.�
SURFACE
-STA 3+03.5,
2.5'RT
EX 6" SS STUB STA 4 +25, 12.0 RT
\NWV= 317,2? EX CB -TYP I
RIM EL = 329.36'
INV EL = 327,76'
FND 3" FLAT BRONZE DISC
W / CROSS ON CONC MON
IN CASE (2/06)
EX COMPLIES COMPLIES WITH CITYS STANDARDS 4
PUA PER CONNECTION CITY OF SEATTLE THREADS
WITI;� A STORTZ ADAPTOR, 4" SEATRE THREAD x
p 5" 117TORTZ, ATTACHED WITH 1/8" STAINLESS STEEL
00
W
o
"AS- BI�ILT" NOTE:
'AS- BUILT' IS BASED ON A ACTUAL FIELD SURVEY
BY TOUMAI ENGINEERS AND INFORMATION SUPPLIED
BY CONDE,,ICTOR:
RECOMMENDED S=335 103
E ROVAL
OR APP
BY DATE
BY DATIL
BY DATj=
BY DATI__
BY -DATE
UITI I ILI IITYI-
0161 /J- 3351x3 S-