HomeMy WebLinkAboutR-419933NOTES
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PRIVATE DRIVEWAY
8" GV
I
CONNECT TO EX 8" W
8"x8" TEE
6LF8"DI
.............................................................I
EXISTING GRADE ABOVE
.....................................................................................................................................................................................................
M
w WATER MAIN ALIGNMENT
a FINISHED GRADE ABOVE
WATER MAIN ALIGNMENT
23 LF 10 DI
.............o..................................................................
...i.... .................................................... : 5 EF 1 a DI:
10" SLEEVE
—1011x8" REDUCER FIRE HYDRANT CONNECTION
10 X6 TEE
...............................................................................................................................................................1........................................
SEE PROFILE 2/C813
ROW
NB 1OTH ST
CONNECT TO EX 6" W
12"x6" TEE
SEE PROFILE 3/C813
10 GV
_.._....... ...._......................................
LF 10" DI 29 LF
I 10" DI
10" GV
i
........................
:............. .................................. ........................... ..................... ...................... ........................
.
EX 112 SD
EX 8" SS
12"x10" TEE
SEE PROFILE 1 /0811
82+80 83+20 83+60 84+00 84+40 84+80
WATER PROFILE
JEFFERSON AVE RESIDENTIAL ACCESS
SCALE: 1 "=20' H, 1 "=10' V C800, C83 5
390
390
380
380
370
370
360
360
350
350
340
340
330
330
390
370
360
350
340
330
390
370
360
350
340
330
NL 1OTH AVE
EX 12" SD
LF 6" DI (NJ) -
...................................................................................................:.............
6" GV
CONNECT TO 12" W ` —
12"x6" TEE:
SEE PROFILE 1/C811
»
6 LP DI (RJ)
STA. 20+55.00, 3.89' LT
(1)-22.5° BEND, (RJ)
STA. 20+55.02, 10.00' LT
(1)-22.5° BEND, (RJ)
of R R
EX6"WTOBEO
ABANDONED BY COR
...........................................10 LF 6 DI O....RJ.....................................................................
1
FIRE HYDRANT �31
EXISTING GRADE
............... ...... ....... .....f........................ ................... ........................................................ ................................................
.
r
FINISHED GRADE
...........................................' ............. I ...........................................................
F 4 L6 DI (RJ)
2 ;STA. 20+55.06, 22.86' LT
(1)-22.5° BEND, (RJ)
2 ;STA. 20+55.03, 13.08' LT
(1)-22.5' BEND, (RJ)
3 LF 6" DI (RJ)
FIRE HYDRANT CONNECTION
NE 10TH ST
SCALE: 1 "=20' H, 1 "=10' V
FINISHED GRADE
...................... :..................... I
— —
„
4 FOOTING DRAIN
— --
COMMERCIAL
............ :.............. ......... ...................... :.................................................
SERVICE POC
:................................................
SEE PLUMBING
IE=353.69
TELECOMM DB
............. ................................................. ...................
(2)-4" PVC
14 LF 2" TYPE K
12 LF 2" TYPE K
COPPER TUBING
COPPER TUBING
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CD
6"
FIRE SERVICE 3
2" COMMERCIAL
WATER
SERVICE
K4
SCALE: 1 "=20' H, 1 "=10' V C800�� 4
SCALE: 1 "=20'
H, 1 "=10' V
C800
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CONSTRUCTION
RECORD DRAWINGS
I
m
THESE RECORD DOCUMENTS HAVE BEEN
I Michael Ruether (THE
I Dakota Simurdak (THE
00
PREPARED FROM THE CONTRACTOR'S
CONTRACTOR OF RECORD) HEREBY CERTIFY
SURVEYOR OF RECORD) HEREBY CERTIFY
REDLINED MARK-UPS OF THE CONSTRUCTION
J
E m
DOCUMENTS. THE ENGINEER REVIEWING THESE
THAT THE FIELD MEASUREMENT INFORMATION
THAT THE SURVEY INFORMATION SHOWN ON
1
CIVIL
CONSTRUCTION PERMIT
CMK
10 19 21
TJE
S"'v''ED'
co
RECORD DRAWINGS HAS NOT WITNESSED ALL
SHOWN ON THESE RECORD DRAWINGS
THESE RECORD DRAWINGS ACCURATELY
2
CIVIL
CONSTRUCTION PERMIT RESUBMITTAL
CMK
12 20 21
TJE
X
THE ELEMENTS OF CONSTRUCTION AND IS
ACCURATELY REFLECTS THE FIELD CONDITIONS
REFLECTS THE FIELD CONDITIONS AS OF
DESIGNED:
CMK
3
CIVIL
CONSTRUCTION PERMIT RESUBMITTAL
CMK
02 18 22
TJE
NOT RESPONSIBLE FOR ERRORS OR
AS OF 10/29/2024.
10/29/2024.
4
CIVIL
CONSTRUCTION PERMIT REVISION
CB
06 17 22
TJE
DRAW DC, JYL
N
OMISSIONS IN DATA OR CERTIFY THE
5
GRADING, STORM, AND PSE UPDATE
CB
12 20 23
TJE
CHECKED:
ACCURACY OF THE INFORMATION PROVIDED
x ���iad
x Dalota f�raehl
ce
BY THE CONTRACTORS AS -BUILT REDLINES.
leaeelke
NO.
REVISION
BY
DATE
APPR
APPROVED:
CD X
TJE
390 390
380 380
370 370
360 360
350 350
340 340
330 330
; Me
390
370
360
0
VERIFY DEPTH OF EXISTING UTILITIES. IMMEDIATELY NOTIFY ENGINEER IN Oi
EVENT PROPOSED WATER PIPE DEPTH CONFLICTS WITH EXISTING UTILITY
DEPTH. MINIMUM CLEARANCE AND MINIMUM COVER SHALL BE MAINTAINED
O2 ETHAFOAM PAD SHALL BE A STRONG, RESILIENT, MEDIUM DENSITY,
CLOSED —CELL, POLYETHYLENE FOAM PLANK (ETHAFOAM HS 600 OR
ACCEPTED EQUIVALENT).
O3 EXISTING UTILITY SHOWN IS APPROXIMATE AND DEPTH SHOULD BE
VERIFIED.
4. VERTICAL AND HORIZONTAL BENDS SHALL INCLUDE CONCRETE
BLOCKING PER COR SIDS 330.2 AND 330.3.
OS ELIMINATE VERTICAL BENDS AND UTILIZE VERTICAL DEFLECTIONS IF
FIELD CONDITIONS WARRANT.
350 FLAG NOTES
340
330
�j
1125' VERTICAL BEND
Q
22.5' VERTICAL BEND
A
45' VERTICAL BEND
�4
11.25' HORIZONTAL BEND
A522.5*
HORIZONTAL BEND
�6
45' HORIZONTAL BEND
�7
90' HORIZONTAL BEND
JEFFERSON AVE NE
(COMMERCIAL ACCESS) EX
R R
........................................... .............................................................................................I.........
25.0'
PSE PRIMARY DB . *PUBLIC I PRIVATE
(2)-4" PVC I PIPING PIPING
(2)-6" PVC
0 ' » ................... ....
3 EX t; W ...........I ...................
TELECOMM DB
OEX 2 GAS (2)-4 PVC
4: GV
17LF4"DI
............................................. ............ .............................. ................................. ........................... I............ ........ ....
EX GRADE �
CONNECT TO 10" W — — — —
10"x4" TEE
SEE PROFILE 2/C811
................................................ ................................................. ............................... ........I................................ ............
...
STA. 51+10.97, 9.96' RT:O 2
(1)-11.25° BEND, (RJ)
2......... I...........................................................................
OEX 12" PSD
2.5" ETHAFOAM PAD
5LF4"DI
FINISHED
GRADE
.......................... .... ... ......... .......................................
..........
I ..........2...........
4" DCVA �32
4" FOOTING DRAIN
` TELECOMM DB
RESIDENTIAL
SERVICE POC
SEE PLUMBING
IE=351.25
....................... 5......F....4.......Ot.................................................
10LF4"DI' 3
4" METER : C831
4LF 4"
-STA. 51 +10.88, 15.11' RT ..
(1)-11.25° BEND, (RJ) n
4" RESIDENTIAL WATER SERVICE r5
SCALE: 1 "=20' H, 1 "=10' V C800
J. ',
I)y WA
A 4276
• Cal 1811 �oc�sISTEg�'y�, 1601 5th Avenue, Suite 1600
SIONAL E�
® two business days Seattle, WA 98101
before you dig 10/14/2024 206.622.5822
www.kpff.com
SCALE:VEffn_
HORIZONTAL- NAD 1983/1991 Ap7jrbkCITY OF
AS SHOWN
RENTON
ONE INCH DATUM "
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
390
370
360
350
340
330
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R-419933
W-419905 z
LLJ
IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0
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C/)
Z
RENTON SUNSET GARDENS 10/14/2024
2900 NE 10TH ST, RENTON, WA 98056 z
FlELDBOOK: PAGE: O
DRAWING NO:
C812 w
WATER UTILITY PROFILES SHEET.
33 �`44 �