HomeMy WebLinkAboutSWP2702837.21�
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N \ \ ssvif i ANY U ,_� GRASSY-
\ S INV E 58.! b2 r
� �-ONC \ RIM I1��. �� ''
\� - i �� ��ORE
N ��� ENV W 58.5 ; 50 L
o MODULAR BLOCK ILL
coNc 25' - 4-�I SEE .C1B 3
D� DETAIL D NG , - --
\ F 25' �
- SS TOP of 1.7 ' \ ,_�` - ' (AS IGNED)
17
3 - 6�00 ��� MODULAR BLOCK
48 BRASS CAP ALL (AS BUILT)
\
NV c 42 AT PT �2'GA ��
BOT 41.98 `'; NOTE 8" TIMBERS ALONG SHQULDE
\ � M� � \ '� _-.� ; REMOVE, SAVE, AND REPLACE AFTI
WORK IS COMPLETED.
TOE OF WALL
CB TYPE II 48"
\ RIM 42.12
�44 INV N 37.44
\ 1 05 CB TYPE II 48" INV S 37.49
\ E� 11 I2.04 SSMH 48" RIM 43.36 BOTT 35.92,
\ i 1 .85 RIM 43.69 INV N 41.30
INV E 39.97 T
F \_
INV NE 35.33 INV S 38.22 Eic�N�TE -0�5'Fi� \ \ \
\ INV SW 34.96 �'` EC e c A
\ INV NNE 34.86 BOAT 36. - % �X �ND�� CB#
0V
ANTO
E�,U�.,
3
�-O
N 4
CB TYPE II 4P
RIM 43.48
INV N 36.16
INV S 38.53
-INV W 32.96
'� \ TO INTV E 39.08
BOTT�30 98
�\ SEO��
36
�32
`2,4 ` --
i22 �-
A BRUSH
T fEL.
BAR & CAP
56.89
CB# 1
NOTE - HOME DOWNSPOUTS (LOC UNKNOWN)
TIED INTO EX. 12" PIPE.
DO NOT ABANDON PIPE CONNECTION TO CB#1.
3 �G 46
RNAMENTA\
REMOVE PLANTER AND TIMBER AS NEEDED
SAVE AND PRESERVE PLANTS.
REBUILD DRIVEWAY, PLANTER, AND REPLANT
AFTER NEW CB IS INSTALLED.
SSMH 48°
RIM 42.87
INV S 35.40
INV N 35.30
3"ORNAMENTAL
t
S
TOP 4267
INV NE 40*50
T BOT S 0.52
0.2
,
\ o
\ V �36 VA \
_ 36 \
i kNI000�
CB TYPE I
8 TOP 34.05
05 �6 INV SE 27.75
\ INV NW 27.90
N0� 301 27.52
12"CONC
INV 41.37
20 10 0 20 40 60
SCALE IN FEET
CITY OF RENTON
CONTROL NETWORK
VERTICAL CONTROL DATUM
3RD ORDER, 1st CLASS
NAVD 1988
HORIZONTAL CONTROL DATUM
2ND ORDER, 1st CLASS
NAVD 1983/1991
LEGEND
WM ❑
WATER METER
FH Q
FIRE HYDRANT
WV ®
WATER VALVE
W
WATER LINE
GV ®
GAS VALVE
12"CONC SD
STORM DRAIN LINE
CB
CATCH BASIN
SS
SANITARY SEWER LINE
SSMH
SANITARY SEWER MANHOLE
G
GAS LINE
MB o
MAIL BOX
x x
FENCE
POW VLT ❑
POWER VAULT
UGT
UNDERGROUND TELEPHONE
UGP
UNDERGROUND POWER
A--o
STREET LIGHT
MIC ®
MONUMENT IN CASE
S
SIGN
TJB
TELEPHONE JUNCTION BOX
NOTE B:
EDGE OF CONCRETE BASED ON SURVEYOR'S MEASUREMENTS
DURING LAKE WASHINGTON BLVD. REBUILDING PROJECT
BY CITY OF RENTON TRANSPORTATION DIVISION 1996
NOTES:
_ BRASS 1. All Type 2 CB's Shall Have Solid Locking Lids.
_22_ NOTE - STREET OVERLAYED JULY 2001
PLAN VIEW - 1 "-20' CB RIM EL'S MAY BE DIFFERENT THAN 2. Type 1 CB Profiles Are Along Pipe Lines.
SURVEYED ON AS -BUILT 3. All CB Grates Shall Be Set 0.1 Feet Below
_ ..... - --------------- ---------------------- ---- ---------------------- -------------------- - - _ .......... ..................... Adjacent Ground Level.
Field Adjust Type 1 CB's To Locate At Low Points,
In Flow Lines, And To Clear Existing Utilities.
CB# 3 TYPE 2 48" CB#2 TYPE 2 48" CB# 1 TYPE 2 48"
18'RT 19, 22 RT 68, 25'RT
STA. 4+99.62 STA. 4+
STA. 3+
............................... .. ................ .............................................................................................:.-FR ......................................................... ,................. - ..... SD;LI.D... LO.C.KI.NG... L 1.D.......................................................
.............---...................................................................,............... SOLID LOCKING AID FRAME AND GRATE
RIM: EL = 43.36 I RIM EL= ?i 42.12 I RIM EL = 43.48mm249 70 7
24"E IE= A-� 39 92 24" N IE 37 44 24' N IE= 36.16
24" IE=
S
:5 38.22
24" S I
37.49
24"W
IE= 32.96
WOOD FENCE ALONG TOP OF WALL
12"N IE=
41.30 SAME
12 E
IE= 39.OQ SAME
............................................................ ........................... .......................... 45
I
12 'S
=
I E 38 5 SAME
45
55
.............. . .............. ........... ._ ...........
- .. _ ...._....... .........-.......... 55
:
E X. 12" S D
--_----- _
-- --- - ---- --- - -
-- - -
- - --
---
- _ -
---------- -
04 O: O
I `1 O:
4 0
EX. 12 SD
. __ -_
�
_..............................
40
50 ....-
LO
................... ......
...... ..... ...... 50
. ......:........................
.......................................................
.....................................................
............................ _............... ..._..........................................:.................................................
00
EX.
12" SD
Ln
35
-
- - - -
35
45
_ _ ... _ ......
-� 45
..................:�...........................................
.................
- �EPTH
43.58 8
�-
SSS
UNK
TOE OF WALL
IE
EXISTING SANITARY SEWER
LINE DEPTH
uNK
RECONSTRUCT SIDESEWERS
AS -BUILT - DETAIL OF MODULAR BLOCK WALL (KEYSTONE)
PER CITY ::DETAIL, IF NEEDED
I
SCALE: Horizontal 1"=10', 'vertical 1"= 5'
CK D
1 30
h'
"....pF..11ASgf
- ----------------------------------------------
---------------------------------------------------------------------------
I
-------------------•------------------------------------------
-
---------- --------------------
30
40---------------------------
-------------------------------------------------------------------------------------------------------------------------------------------
------------------------------- '�(i
...
��5�°� C1
24" CPEP SD
24" C P E P SD
.......................................:......................................
80.62 LF Q 0.97%
;...50...4.3 . LF . .. 2, 63.............................................._..........
.......
.................
................. ......
................. ................. ................ ................
...................
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0 ,
-
:..........................................._.................
4+60
�23613
S 8
.....
l
-......................_..........................................
.................. -...-............._.........-.......... -....._................._...
L �..
L
L LANV I
EXPIRES 9/11/ 5+00 4+00 5+20 5+00 4+80
JOB No. CR00004
STATIONING ON LAKE WASHINGTON BLVD. CENTERLINE
R N G E L & ASSOCIATES -
GROUND PROFILE ALONG NEW STORMWATER PIPELINE
R LS
ID. #986
WA. #23613
MT. #7917
Swiv -17 -?$-#7
CERTIFICATION SURVEYED: SCALE:
1 HEREBY CERTIFY THAT THE HORIZONTAL AND D.RINGEL 1 "=20' HORIZONTAL: NAD 1983/1991
P.O. BOX 742 VERTICAL LOCATIONS OF THE TOPOGRAPHIC DESIGNED:
CASCADE, IDAHO FEATURES SHOWN HEREON ARE THE RESULT OF City As -Built Additions Corrections Dwc s/1o/o1
- DRAWN:
83611 A SURVEY MADE BY ME OR UNDER MY DIRECTION. CJ00026 I ABJ 7 25 01 MDD, Dwc ONE INCH
CJ00026 AS -BUILT ABJ 6 13 01 CHECKED: AT FULL SCALE
CHECKED:_
RJS IF NOT ONE INCH
(208) 382-4230 F.D. RINGEL L.S. 23613 DATE:5/25/00 NO. REVISION BY DATE APPR I APPROVED: - _ SCALE ACCORDINGLY
„n
RJS L �I
AS -BUILT
RECOMMENDED
FOR APPROVAL
BY Daniel Carey 8/04/00
BY
A
W
XXXXX�
ORIGINAL PLANS STAMPED BY:
RONALD J. STRAKA ON 8/04/00
PE #29727 EXPIRES: 10/16/01
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
J. Crumley 8/04/00 Date
Lys Hornsby 8/04/00 Date
Date
LAKE WASHINGTON BLVD./ 7/25/00
CITY OF
BURNETT AVENUE NORTH RELDBOOK:
RENTON PAGE:
DRAWING NO:
Planning/Building/Public Works Dept. STORM SYSTEM PROJECT SWP-27-2837
SHEET: OF:
2 5
SCANNED MAR ti 9 -,�, /I i ° 0 = ., -7►,7 07 1DH21813171072
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