HomeMy WebLinkAboutzS-3894setWATERMAIN INSTALLATION TABLE
0 INSTALL INSTALL � ST
WATER SEWER AND UTILITY PLAN
o O STA. � ' ^1.12, 1447�. 13+00.98 24.28' RT ' 3 STA 12+19 06 11 98' RT
m Z 1-12"x6" TAPPING TEE (MJxFL) 1-12"x6" TAPPING TEE (MJxFL) �V S . 1N S LAKE WASHINGTON
PER C.O.R. STD. PLAN 300.1 ON SHT. C14 PER C.O.R. STD. PLAN 300.1 ON SHT. C14 I O J/ / HLC;C)HL)L)HAvm'c0qLV1'!DEN ADDITION TO SEATTLE
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1 1 � V DIVISION NO.5
� 1-6 GATE VALVE (FLxMJ) 1-6 GATE VALVE (FLxMJ) 10 LF 6" D.I. EXTENSION 14 LF 6" D.I. EXTENSION ' NOTE: INSTALLATION OF FIRE LINE SYSTEM
i) 1-5 1/4" MVO F.H. ASSY. 1-5 1/4" MVO F.H. ASSY. 1 " o SHALL BE DONE BY A WASHINGTONPER C.O.R. STD. PLAN 310.1 ON SHT. C14 PER C.O.R. STD. PLAN 310.1 ON SHT. C14 Mo STATE
T LICENSED FIRE SPRINKLE1-30'
CONC. BLOCKING CONC. BLOCKING /
CONTRACTOR TO FIELD LOCATE AND VERIFY CONTRACTOR TO FIELD LOCATE AND VERIFY / I -� 0 15 30 60
VERTICAL AND HORIZONTAL LOCATION OF EX. VERTICAL AND HORIZONTAL LOCATION OF EX. I + 7' HIGH CHAINLINK FENCE
WATERMAIN PRIOR TO ANY CONSTRUCTION. NOTIFY WATERMAIN PRIOR TO ANY CONSTRUCTION. r' I� 1.08 NORTH OF PROPERTY LINE
ENGINEER OF ANY DISCREPANCIES. NOTIFY ENGINEER OF ANY DISCREPANCIES. O
J INSTALL
Q ; OSTA. 12+73.96, 25.72' RT. 14 INSTALL �n 1 z nz zc' oT , TAX LOT #334450-0007
STA. l3;-�-r����. 13+76.79, 21.36 T cq 1 1
Z - 1 " DCVA ASSEMBLY 1-12"x6" TAPPING TEE (MJxFL) ^�
O 0 PER C.O.R. STD. PLAN 340.8 ON SHT. C14 PER C.O.R. STD. PLAN 300.1 ON SHT. C14 (�
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Q O INSTALL 1 6" GATE VALVE (FLxMJ) ' HIGH CHAT LINK FENCE , 9 k.:: s: •'::••. : \ I
STA. 121:3 --89� 222.4-1'-R•T. 12+70.48, 24.69' RT 12 LF 6" D.I. EXTENSION 7
Z Ilm N 1 IRRIGATION METER (BY CITY) 1-5 1 /4 MVO F.H. ASSY.-
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W/1" SERVICE LINE PER C.O.R. STD. PLAN 310.1 ON SHT. C14 , �p �S6 :.�:. ;°.: •; ,.
W O X PER C.O.R. STD. PLAN 320.2 ON SHT. C14 CONC. BLOCKING EROWO EX., " aNN� .. '• , : J '� : °. ; ; ,' :•:
CONTRACTOR TO FIELD LOCATE AND VERIFY R ••
INSTALL•
Z Z 4 VERTICAL AND HORIZONTAL LOCATION OF EX. �. �N�^"G ' .' •• �° f
- O STA. 13+19.55, 14.72' RT. :: ,..'' '• .. :,..:.:' ' 1
WATERMAIN PRIOR TO ANY CONSTRUCTION.
LO 0 Q 1-12"x4" TAPPING TEE MJxFL • .' ... , D I
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J 1-4 GATE VALVE FLxMJ � I I ., � ' • 1
w J CONC. BLOCKING 15 50 LF 8" D.I. FIRE LINE 00 ; ' ---�� `• . }. •"� . Ij�
W OINSTALL 16 4 LF 8" D.I. FIRE LINE 1 - - - - - - - ' N '` . ' •'" a
STA. 13+19.72, 23.60' RT. ,
1-3" DOMESTIC WATER METER IN 5'x4' VAULT + ' ;� �'� ,�`'•.
W 3" SERVICE LINE
PER C.O.R. STD. PLAN 320.4 ON SHT. C14 I •1' ' :> + °' •' > ' 1
6 • ' .s' '. 1 ADJUST RIM TO
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INSTALL X. SSMH
FINISHED GRADE '
IM=40.75 •:•
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PER C.O.R. STD. PLAN 350.2 ON SHT. C14 = a 1 �. a' i' • , .
INSTALL GUY POLE I :,. `s �' :; :.;'• :..: ,.: ' Co�iNE T :7 N a. 1
7 O ... PE Its ' N •: -
o STA. 13+23.51, 14.73 RT. I ''> ".,. ..-•- , ' ®. :; •'�...: �' .. • r
- I I 1 12 x8 TAPPING TEE MJxFL .
w 2 GAS LVES
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a PER C.O.R. STD. PLAN 300.1 ON SHT. C14 1 •. �' �; :'.... a :�„ �'�> S' ;
� 1-8 GATE VALVE (FLxMJ) Q�
48 LF 8 FIRE LINE
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a 0 0 D.I. EXTENSION I � I � -,_ J; ��:.. ' •
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WATERMAIN PRIOR TO ANY CONSTRUCTION. NOTIFY
rn ENGINEER OF ANY DISCREPANCIES.
INSTALL I R � .<':. 1 I \ I . •;: • 1:;:; ii �;�,� �/ ;/�,� ; ;/ � Asa = 1
- 8 FIRE DEPARTMENT CONNECTION
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s' 9 INSTALL: I O < s � � ' ' •• .1/' . /'I /1' I �/ / � / 9° � 1
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8 DDCVA ASSEMBLY
(INSIDE 11'-2"x5'-8" VAULT) SIGI�
R.R. NAL I q • I '�
m PER C.O.R. STD. PLAN 360.2 ON SHT. C13 OWER POLE Q MARRIOTT
10 24 LF 8" D.I. FIRE LINE I I V. � \ I SIDENCE INN
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- 42.00
11 83 LF 8" D.I. FIRE LINE Q '
R.R. WARNING
1 124 LF 3" DOMESTIC WATER LINE LIGHT POLE
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FIND. 6" CONC. MONUMENT W/ 3" BRASSIE& PUNCH ..;:. IE 52 " W)
MARKED PSPL ELEV. = 28.70 PROP. COR.��
(MEASURED ELEVATION = 31.80) POWER POLE I I / / /
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SANITARY SEWER INSTALLATION TABLElb
CONTRACTOR
CONTRACTOR TO FIELD LOCATE AND VERIFY 13 28 LF 6 PVC SDR-35 I \ \ \ I / �/ 6 T� � „
0 VERTICAL AND HORIZONTAL LOCATION OF EX. O SS ® 2.00% MIN. \ \ \ \ / / I I I 2� FND. 4 X4 CONC. R.O.W
8" SEWER MAIN PRIOR TO ANY CONSTRUCTION. NEW SSCO #6 I i 1' N73°W 0.13' FROM CALC'
NOTIFY ENGINEER OF ANY DISCREPANCIES. TAP 14
RIM=42.00 \ I
INTO EX. 8" SEWER, MATCHING EX. INVERT IE=36.60 X. CB #500118 I �1 1111 M
ELEVATION (30.88f) PER C.O.R. STD. 406.1 f M=32.00 1 I
15 24 LF 6" PVC SDR-35 E IE=28.00 (12" SE)
2 21 LF 6 PVC SDR-35 NEW SSCO #3 SS ® 2.00% MIN. `Js NE IE=28.00 12" N �\ \ I �� y1 � ) 0
O SS @ 2.00% MIN. ® RIM=42.00 ( ) \ \ \ \ / /
z IE=36.74 16 13 LF 6 PVC SDR-35 O I \ \ \\ \\\\ \�' =�� o_ co_
o 0 RIMY 41580 O 4 LF 6" PVC SDR-35 SS ® 2.00% MIN.
cv N IE=35.94 O SS ® 2.00% MIN. NEW SSCO #7 \ \ \ \ \ \�- / n
J 17 RIM=42.00 \ \ ��-`�. v
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m ® IE ® BLDG.=36.00 10 NEW SSCO #4 IE=32.55 - `7- - - -5 ��_ _ - _ g88•5
V) U) SS LF 6" PVC 00V MIN R-35 RIM=42.00 O \\ ��`-/ // / /
a a 0 IE=37.16 lg 5 LF 6" PVC SDR-35
� TAX LOT 4082305-9056
" ( SS ® 2.00% MIN. v / / % SAD
FOR PARKING GARAGE
s NEW SSCO #2 DRAINAGE CONNECTION) 19 4 LF 6" PVC SDR-35
0
RIM=41.10 SS ® 2.00% MIN.
IE=36.12 O NEW SSCO9
" RIM=42.00 20 RIMN422.00 #$
EALMNITARYSEWER PIPE SHALL BE PVC.
LF 6" PVC SDR-35
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SS @ 2.00% MIN. IE=38.00 IE=38.70
(FOR PARKING GARAGE
(FOR PARKING GARAGE
DRAINAGE CONNECTION)
CALL BEFORE YOU DIGS
DRAINAGE CONNECTION)
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PVC R-35
12 SS ®2
1-800-424-5555
00% MIN
'rN COMPLIANCE WITH CITY OF RENTO'N STANDARDS
NEW 25-CPS OIL/WATER SEPARATOR
(PER "OLDCASTLE PRECAST" DETAIL ON SHT. C10)
RlrTi=42.00
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(ALL TRENCH DRAINS IN COVERED PARKING AREAS
SHALL BE CONNECTED TO THIS • - ' - • • - \\\\� \\\\\\\\\\\\
PRIOR TO DISCHARGING TO SEWER)
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UTILITY CROSSING UTILITY CROSSING
6" WATER TOP=28.10 6" WATER TOP=28.10
12" SD IE=31.10 12" SD IE=30.46
Po wAsyR RENTON HOTEL PERMIT #U15008433
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ENGINEER:
z BARGHAUSEN CONSULTING ENGINEERS
� 24661 18215 72ND AVENUE SOUTH
oS ��1 S T E ��� (425)25A-62222
AL
(425)251-8782 FAX
07/26/2019 I CONTACT: DAN BALMELLI
�,�Hats
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`TANG ENG�N�to
AS -BUILT
"CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS
AS -BUILT BY BARGHAUSEN CONSULTING ENGINEERS, AND MAY
INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD
CONDITIONS AS DETERMINED BY ME (ALI SADR) OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 07-26-2019."
SIGNATURE: 21,
CITY OF O COMMUNITY A ROMIIC DEVELOPMENT
WATER, SEWER
AND UTILITY PLAN
MARRIOTT RESIDENCE INN
DESIGNED AS
DATE 09/14/2015 FILE NO.
DRAWN MB
CHECKED AS SCALE 1 "=30' FIELD BOOK PAGE_
APPROVED C7 2O
DIRECTOR of PUBLIC WORKS SHEET OF
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