HomeMy WebLinkAboutS-421203CONSTRUCTION RECORD
N DRAWING
N THIS CONSTRUCTION RECORD DRAWING IS A COPY
OF THE APPROVED CONSTRUCTION DRAWINGS
I PREPARED BY BARGHAUSEN CONSULTING
0 ENGINEERS, INC AND HAS BEEN EDITED TO
REFLECT ASBUILT CONDITIONS. THE INFORMATION
PROVIDED ON THESE RECORD DRAWINGS IS A
0 COMBINATION OF THE FIELD SURVEYED INFORMATION
Lu AND DOCUMENTED FIELD REVISIONS.
AS-BUILTS WATER AND SEWER PLAN AND PROFILE
OF
BRENNON LANDING (VAUGHN TRUST PROPERTY)
A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
Fv`
A- 601
N I r? EX WATER
N T ``' I STUBS
EX WATER I EX WATER
T N g} ,
(V r`` �'F`' METERS I METER CB STD GRT r
I I EX SHRUB
RIM=296.46
f----- ----- ` 12" ADS E IE=291.51 � � SSCO �SSCO
I� j 12 ADS W IE=291.51 Al
I__��...................
SSMH EX R� T j SDMH I I
RIM=295.08' ,-; E�
----------------- - - ----- - --- - - --- -� --- - RIM=296.74' - DRIVE
8 PVC N IE=281.03------_ ---- -------------_ _____- __ -_-
-- ----------
8" PVC S IE=280.93' MAILBOXES EX DRIVEWAY EX MAILBOX i EX EOA 12 ADS NE IE=288.79 II
12'ADS W IE=291.19'
MIO573 o STA 28+24.41, 6.98' .RTT
K' BEGIN FRONTAGE IMPROVEMENTS: AND EX 8 SEWER / I ��� N S
w FULL STREET GRIND AND OVERLAY I� �SAWCUT EX 12" STORM TO BE ��� (0" R
- EX 16" WATER - _ � - i✓ LINE (TYP) EXTENDED TO CB#2 - �� w 1
0 0 ' '';.. EX 16" WATER o\\�
0 0
�...
_ o
-w-w-w w-w-w_-w_ _w--_w-w-w_- w w-w-w w-w w-w-w-w-w w-w Ao w w-w-w w w w w-
Li j EX FIRE
F � � EX OVERHEAD POWER � F •�`" �- -� �-
o, x TO BE RELOCATED EX WATER I 1 •' "'.. 4
HYDRANT a
O UNDERGROUND METERS �II 1 )
P(OH) "'P(Qy),. P(OH) P(OH) (OH) (OH) P(OH) T P(OH) P(OH) P(OH) Fp(OH) P(P$H) Pf�(' ( P(OH) P OH)
P(UG) (UG) P(UG) P(UG) P(UG) P(UG) P(UG) P(UG) -J / 5 1 Z" ST(
n EX POWER POLE. ADD 29¢ �i ii �� - �� - �� Ol 3'� �d n GUY WIRE TO POLE I p .
z EX R-/7W-. EX FENCE j EX WATER EX FENCE
(TYP) (TYP) �J
METER I '• q
I 2 .. ( \ A
(� n ^Two r n `J`�• ` , �ci .....�.- -cJ P(UG) P(UG) "UGk -
EX 20 � -,
EASEMENTS a EX POWER POLE TO BE
Q rEX DRIVEWAY nv ���a�� a REMOVED. POWER AND SEF
r, -r� I I TO BE RELOCATED UNDERG
EX UNDERGROUND -
_ ALONG PROJECT FRONTAGE
POWER LINE (TYP)
EX UNDERGROUND �� 8
TELEPHONE LINE (TYP) I 298.30�
EX GAS LINE (TYP)
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285
280
275
26+80 27+00
EX WATER
METERS
EX R/W
I I
I I ,
SSMH r
I RIM=302.50� ° CB STD GRT
8 PVC N IE=290.85 RIM=304.08'
---------------------------
SEE SHEET 24 FOR CONTINUATION
29+00
ABERDEEN AVE NE COLLECTOR ARTERIAL/
NEIGHBORHOOD GREENWAY
HORIZ. 1 "=20' - VERT. 1 "=5'
1 RECORD DRAWINGS AS BUILT
2 REVISION PER COMMENTS DATED
DATUM FOUND „ BENCHMARKBRASS DOME IN MONUMENT IN MONUMENT FOUND NIN CASE CHMARK I ' BRASS C W TH X" AT DISC
116TH ST.
HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH 'T 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) NO. REVISION
NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99
RK
5/4/22
BJT
s'"wE"m�
RK
7/7/23
BJT
DESIGNED:
RK
DRAWN:
RK
CHECKED:
BJT
BY
DATE
APPR
APPROVED:
BJT
311E �_z
0 10' 20' 40'
SCALE: 1 "=20'
Z SSMH _ _ - O
M RIM=304.56'
N/S/NW O
(NO INVERTS MEASURED) 8R'E MAP KEY PLAN � T
N
CB STD GRT T
L RIM=305.12' WATER NOTE:CD
V
12" ADS..W IE=301.12' '
---LJ 12 ADS S�' IE=301.12 1. EACH LOT SHALL HAVE FIRE SPRINKLERS 0
EX DRIVEWAY _ ---- PER PER RENTON REGIONAL FIRE AUTHORITY
EX R W WAIVER OF TURNAROUND REQUIREMENT FOR
II SDMH STREETS LONGER THAN 150'.
- - - - __-- - - - ------- -- --_-RIM=305.32 2. 1" WATER METER SHALL BE INSTALLED FOR
/ EX 12" STORM I I 12" ADS E IE=297.10' EACH LOT TO ACCOMMODATE FIRE
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 18" ADS S IE=297.07' SPRINKLERS AND DOMESTIC WATER SUPPLY.
I I 12" ADS W IE=301.19' SEE C.O.R. STD 320.1
II - 3. MINIMUM OF 10 FT SEPARATION BETWEEN
SAWCUT SSMH II EX 12" STORM SEWER, STORM AND WATER MAIN. MINIMUM
Y LINE (TYP) RIM=304.56' I N OF 5 FT BETWEEN ALL OTHER UTILITIES.
_ _ 4. MINIMUM OF 18-INCH VERTICAL SEPARATION
(NO INVERTS MEASURED) I I oo EX FIRE WHERE BETWEE MINIMUM SEPARATIOWATER N ISTNOT
ORM LINES C4
--------, II HYDRANT FEASIBLE, NON -POTABLE WATER PIPE SHALL T
wA w-w-I�-w-w-w-w-w-h-w-w-w w-w= O
-- ____ _____ O
---�` �----------�_____� - - - � ��� BE PRESSURE RATED PIPE (PVC C900, DI,
STA 31 +51.27, a:
r ; 17.62' RT; _ ?:.. OR EQUAL). ALL OTHER UTILITIES 12-INCH O
- P(OH P(0 I P(OH) -- (HO)d''..'•••'•..(HO)d ,.(Ho)'�(� MINIMUM VERTICAL SEPARATION.
--_-_--P(UG - _J ' 5. ALL MECHANICAL FITTINGS SHALL HAVE r
P-G-----' CB STD GRT r RESTRAINED -RETAINER GLANDS EQUAL TO (V
---
---- r _ RIM=304.96' I MEGALUG SERIES 1100 OR ROMAC
EX R W 12" ADS W IE=297.61' ROMAGRIP AND CONCRETE BLOCKING
Q
IIIIII
T`� I" I J EX WATER E I SEWER NOTES:
I �I EX FENC
`r „� METERS e, (TYP) I 1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS J
EX 22' STA 31 +51.26, 26.44' RT NOTED OTHERWISE. "
EASEMENT END FRONTAGE IMPROVEMENTS AND 2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6 PVC
CONNECT TO EX DRIVEWAY AND END SAWCUT SDR-35 ® 2.0% OR GREATER SLOPE.
3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE
N EX GAS SAME MATERIAL AS THE SEWER MAIN.
G I 4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2
LINE P)
I
NOTE:
ROADWAY FINAL SUBGRADE SHALL BE
ESTABLISHED AND COMPACTED BEFORE
�l�
KIR
UTILITY CROSSINGS
QIE
12" SD=292.07
T/P 8" SS=289.62
QIE
8" W=294.92
T/P 12" SD=293.82
*SEPARATION IS LESS
THAN 1.5% REQUIRES
GEOFOAM
QIE
EX 16" W=294.24
T/P 8" SS=289.51
Q
IE 6" W=292.42
T/P 8" SD=290.87
*SEPARATION IS LESS
THAN 1.5% REQUIRES
GEOFOAM
THE INSTALLATION OF WATER MAINS IN Liz
ALL CUT OR FILL AREAS. C'0
T
O
O
O
300
WATER MAIN FITTING
DATA TABLE
OSTA. 30+07.00 6.50' RT
INSTALL:
295
1-16"X8" TAPPING TEE (MJxFL)
1-8" GATE VALVE (FLxMJ)
CONCRETE BLOCKING
WET -TAP TO BE PERFORMED BY
CITY APPROVED CONTRACTOR
2�
CONNECT 8" WATER MAIN TO EX 16"
DI WATER MAIN IN ACCORDANCE TO
CITY OF RENTON REQUIREMENTS &
PER C.O.R. STD. PLAN 300.1.
FINAL CONNECTION TO BE
PERFORMED BY CITY FORCES.
285
OREMOVE EX FIRE HYDRANT. REPLACE WITH
NEW FIRE HYDRANT IN PLANTER STRIP
18-INCHES BEHIND FACE OF CURB. INSTALL
NEW 6" DI PIPE SPOOL FROM EXISTING 6"
VALVE TO NEW HYDRANT LOCATION.
31+00
CALL BEFORE YOU DIG:
1-800-424-5555
SCALE PLAN: 1 " "=2 HORIZONTAL'
AD 1 ,M CITY 0 F
PROF: H 1 "=20' HORIzoNru: NAD gees/1ee1
RENTON
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
280
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F_ IN COMPLIANCE WITH CITY OF RENTON STANDARDS L
AS-BUILTS WATER AND
SEWER PLAN AND PROFILE
VAUGHN PROPERTY
MAINVUE WA, LLC
121 3RD AVENUE
KIRKLAND, WA 98033
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DATE:
7/7/2023
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