HomeMy WebLinkAboutS-419902NOTES
I 1. SEE C600 FOR UTILITY PAVEMENT RESTORATION IN ACCORDANCE WITH RMCLO
ROW SANITARY SEWER Z 9-10-11 TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS.
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1 �III PROFILE C810 F_ 2. ALL WATER FITTINGS AND VALVES WITH MECHANICAL JOINT MJ ENDS O
SEE SHEET C801
0 MATCHLINE. MATCH LINE - SEE SHEET 2 SHALL HAVE AWEDGE-TYPE RETAINER GLAND EQUAL TO MEGALUG SERIES
Ll.l MATCH LINE - S � o
1100. N
O CID n Q SEE SHEET 3 o�.
q� ��» N _ CONNECT TO °Jw. ¢y° U
EliF= N �� 3. CONCRETE THRUST BLOCKS ARE REQUIRED ON ALL WATER FITTINGS PER
C830 EX 8" PSS —+ t— l� F
WA4T°-y� B2S �Ay �s COR STD. PLANS 330.2 AND 330.3.
"�' 2FJ.� 8"P5 � JJ 4AJ�. JJ�
COO G ASP ALi c, �'•.p '
PAVE E CONC. SS A
z� I DRIVEWAY ASPHALT
p� CONIC.
6"PS 2°4� �CONC IVEWAY
9j195, P �l �iS J'o y SIDEWA K 6"CURB 1 PAVEMENT� f 4"
V J SS ��$s�s
ON ° ° ASPHALi WHERE NEW WATER MAIN CROSSES A NON POTABLE PIPE, ONE FULL
F��y SS � ��
INDEX AVE NE/>�°i �os�• R PAI M(TM 6"Clip., P
UP PAVEMENT
z PRIVATE D(S) DIRECTION ANITARY SEWE�I X A V A� s '_,_' ss LENGTH OF WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR
w; �' %°m ASS SS
;x UP 7��%�
��°q�`� °m SS e"PS — UP
W STREET SIGN �w w An w w�W ° q „ �� ��P� SS� MAXIMUM JOINT SEPARATION.
P y� �'
P OFILE WN y L-355.50'
/` SS S 6"PS S Q
p CiDP �, �""'` 51 +00 ° R=1597.60 J� �J w w °°°
P o P o=,g;as_oa• ��,�. - m9 J E VE —W
_�� -I NE IN _ W "� 5. WATER MAIN PIPE DEFLECTION SHALL NOT EXCEED ONE HALF OF PIPE
LAYa"Ps �S ° y 6^w P � 6 IN
G Ss 6'CUR9 c ���y 2'PSD P P P P B-72"PSD �B� �� 2 � 2"P � COMME CIAL ABU SSW __ w
BLIC RIGHT-0 - � � � MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE.
�['�j WAY APPROX. LOCATION
49+ a ��wA
B �" — ER PAINT MARKS
P A gppROX. LOCATION
P ER PAINT M(T�
I— (Jl "WA u� APPROX. LOCATION PAVgMENT P P q LT 1 �e,�qq
w P G §, �2Sd
��� �`rU. t�` oy n PER PAINT MARK PAVEMENT ROX. LOCATION —O+0
W oyWo J G2Pm G yG� FIR MARKS o §B
COOAN A' NE 53+81 p
— —T CTD G b"w ® R-' 9 P P JEFFERSON E) DIRECTION L=Z1„5g T
Z 2 G� WI P_ — — P P
SET PK NAIL CO CONC. G ° °° R_21
PPROX. LOCATION W W/ WASHER SIDE ® P O DRIVEWAY d-9�•24, ^;
55" ( O
�/�^' ER PAINT M(R1YKP AL �o IN IRRIGATION METER PREVIOUSLY G 2"G
�./ / gyp,-��g#
— u IX -WALK �O 2 y P P d ��� � � T
_ INSTALLED BY COR P d _ LEGEND N
_ r — d
z- - - - - --- --- -- P - --- P --__ - —
o - - °
cuRe �s �s EV �" 9 PUBLIC a wsw PROPERTY LINE
— Y °m — — — —
s RIGHT -OF -WA
m s m
W U 2 �m STA 51 +27.04, 38.59' RT o P o r W
I N= I I A9 BUILDING LINE
IRRIGATION DCVA o° o 9�° 9qy
9s PER COR STD 340.8 )'�T ss ss SANITARY SEWER
6 SS POC IRRIGATION SERVICE
G
° 30.00 y°s TRANSFORMER PAD AND (SEE LANDSCAPE) --- —
�.yF F w,rI' °`" RIGHT_ O w w WATER < 1211
° VAULT (BY PSE) 4 2 �, s �ACATED_WAY
STA 51+15.32, 39.72' RT 2 METER PREVIOUSLY `y ORO. No 3 3g
® ET PK N L $ 2 4" DCVA PER COR STD 350.1 INSTALLED BY COR C812 C831 �Fcy� l W O
G- ROW / wASHE � ` R WATER > 12"
F2, '^
^w - - I n °m Ali
z 4" RESIDENTIAL STA 51+21.53, 38.90' RT - - - - - - - Fs Fs FIRE SERVICE
Ir, A ° Fir- so ,-S. T
A � � � �� _ � WATER POC RPBA PER COR STD 350.2 C832 0 � �i y zx yJ L�J °���s��G
\. c� Q ti 9 Ci i o r °- P W s
y o 2 COMMERCIAL WATER POC - �ti , - - - - - - - ya L A4- UTILITY EASEMENT O T
4" METER PER COR STD 320.4 5 3 `'�� Z '
9
�
s PRV LOCATED INSIDE BUILDING C812 C831 # ° °�s�s N VALVE N 21��0! 1 6» FIRE POC
=x (SEE PLUMBING). CONNECT TO° 5
,APm Fs s _lam\�\ —STUB PREVIOUSLY INSTALLED — s c`b '°yLg THRUST BLOCK
° U
�� ^z
,� o��� m I y° L 1 DCDA SD BY COR s y T%m �31
s ENLARGEMENT �34 S So D s SD ° �� \ 2;y 9�
° s FIRE HYDRANT
Gi li% I �" i• �F9l� rF9% 'GAr
I J 6"PS Cn yf!°° 3
g 6 D s --- -- --- SLEEVE
o r o �sy
° 5�, — — — —_ — _ �� • SSCO �31
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cn J0
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O C O J O \ T
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FLAG NOTES
— — — — — — —
m ~ �`� m'�� N�y 1 COORDINATE TRANSFER OF EX WATER SERVICES TO NEW WATER MAIN
°ass 9O°a>22� �CF ��F ��y O \ r — — — — — — — — — — — J °�� 0
C"I' ��yFss 9 ` �y �� J / WITH COR UPON ACCEPTANCE OF NEW WATER MAIN. SERVICE TRANSFER
cn cn
��°P SS
WILL BE DONE BY COR AFTER NEW WATER MAIN IS INSTALLED, TESTED,
°- � NoD � 0 ����°�� � SEE PLUMBING FOR � P ° `� ���ss ACCEPTED, AND OPERATIONAL. REFER TO COR MAPS FOR LOCATION OF
BELOW STRUCTURE \ EXISTING SERVICES.
I / - s,
6
E; DRAINAGE °� S s
N 01 I I 00 �qaw� 02 EX FIRE HYDRANT TO BE REPLACED. EX FIRE HYDRANT SHALL REMAIN
o m 0. OPERATIONAL UNTIL NEW WATER MAIN AND FIRE HYDRANT ARE ACCEPTED
° y M SS cp AND OPERATIONAL. EX FIRE HYDRANT, FIRE HYDRANT VALVE, AND VALVE
o, o BOX SHALL BE REMOVED AFTER ABANDONMENT OF EX WATER MAIN. EX
m + ® PR PROPERTY LINE w°� HYDRANT TO BE REPLACED SHALL BE SALVAGED TO COR WATER SHOPS.
°
Qom, N ° °O O �, N ``°
I 4 (TYP) ����� P° • °� ° °
Cj X FkC
o°y �•o� y •• e G. ° f G ��pi'
EX PROPERTY LINE (TYP) 9yg�°cn
6" W TO BE ' It EX 9"sue �� "I
ABANDONED BY COR a-
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CD 1-0
CONSTRUCTION RECORD DRAWINGS I TEg�'�
m Call 81 �SSIONAL E��`� 1601 5th Avenue, Suite
THESE RECORD DOCUMENTS HAVE BEEN two business days Seattle, WA 98101
Michael Ruether (THE I Dakota Simurdak (TH E
PREPARED FROM THE CONTRACTOR'S before you dig 10/14/2024 206.622.5822
REDLINED MARK-UPS OF THE CONSTRUCTION CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY www.kpff.com
THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON
m DOCUMENTS. THE ENGINEER REVIEWING THESE 1 CIVIL CONSTRUCTION PERMIT CMK 10 19 21 TJE S"' 1ED VERTICAL: NAVD 1908 CITY O F
COCD RECORD DRAWINGS HAS NOT WITNESSED ALL SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 12720 21 TJE AS SHOWN HORIZONTAL NAD 19ea/1991
THE ELEMENTS OF CONSTRUCTION AND IS ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF DESIGNED:
3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 02 18 22 TJE
o NOT RESPONSIBLE FOR ERRORS OR AS OF 10/29/2024. 10/29/2024. 4 CIVIL CONSTRUCTION PERMIT REVISION CB 06 17 22 TJE DRAWN: DC, JYL RENTON
N g OMISSIONS IN DATA OR CERTIFY THE 5 GRADING, STORM, AND PSE UPDATE CB 12 20 23 TJE CHECKED: ONE INCH DATUM
ACCURACY OF THE INFORMATION PROVIDED �1� CB IFAT FULL NOT ONE INCH
Planning/Building/Public Works Dept
BY THE CONTRACTOR'S AS -BUILT REDLINES. x /vr/��iae�l�uet�e�` x Daeota &1fruf dal N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
o x TJE
R-419929
S-419902
0 10' 20' 40'iiiiii
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W-419902 1 inch = 20 feet z
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0
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RENTON SUNSET GARDENS 10/14/2024 z
FlELDBOOK:
2900 NE 10TH ST, RENTON, WA 98056 z
PAGE: O
DRAWING NO:
C800 z
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WASTEWATER & WATER UTILITY PLAN SHE: 29 '44