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SEE C801 FOR WATER MAIN
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1.
SEE C600
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2.
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4.
SEE C900
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5.
SEWER, STORM,
AND WATER SERVICE POC CONTINUATION BY PLUMBING.
6.
POWER AND
TELECOMM POC CONTINUATION BY ELECTRICAL.
7.
REFER TO
STREET LIGHTING FOR STREET LIGHTING INFORMATION.
LEGEND
+ ° OCATION X. Loa.
J+PO° ASPHAL - - -
O A ER PA T MARK - - RC 53+81
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THESE RECORD DOCUMENTS HAVE BEEN ® two business days Seattle, WA 98101 C�
Michael Ruether (THE I Dakota Simurdak (TH E
PREPARED FROM THE CONTRACTOR'S before you dig 10/14/2024 206.622.5822 Z
0 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 (�
DOCUMENTS. THE ENGINEER REVIEWING THESE 1 CIVIL CONSTRUCTION PERMIT CMK 10 19 21 TJE suI�D: s DATE.
�� NAw 19� CITY OF RENTON SUNSET GARDENS 10/14/2024
x 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 DESIGNED: AS SHOWN HORIZONTAL: NAD 1983/1991 U
z
/ THE ELEMENTS OF CONSTRUCTION AND IS ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 02 18 22 TJE CMK 2900 NE 10TH ST, RENTON, WA 98056 PAGE. OK: O
NOT RESPONSIBLE FOR ERRORS OR D� R E N TO N P"D�
N E AS OF 10/29/2024. 10/29/2024. 4 CIVIL CONSTRUCTION PERMIT REVISION CB 06 17 22 TJE Cc, JYL DRAWING N0:
OMISSIONS IN DATA OR CERTIFY THE ONE INCH DATUM
5 GRADING, STORM, AND PSE UPDATE CB 12 20 23 TJE CHECKED: AT FULL SCALE Planning/Building/Public Works De t C500
ACCURACY OF THE INFORMATION PROVIDED x���iae�l�uet�ew x Dakota �iuwcia� CB IF NOT ONE INCH Dept. 11J
o X BY THE CONTRACTORS AS —BUILT REDLINES. NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY COMPOSITE UTILITY PLAN SHE` 14 �`44 Ir
NOTES
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.
T
LO
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
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W STREET SIGN �w w An w w�W ° q „ �� ��P� SS� MAXIMUM JOINT SEPARATION.
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P o P o=,g;as_oa• ��,�. - m9 J E VE —W
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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�
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w P G §, �2Sd
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W oyWo J G2Pm G yG� FIR MARKS o §B
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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
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z- - - - - --- --- -- P - --- P --__ - —
o - - °
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— Y °m — — — —
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m s m
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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
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,� 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
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g 6 D s --- -- --- SLEEVE
o r o �sy
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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'
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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
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12" DI SPOOLS AS REQUIRED
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UD
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CONSTRUCTION
RECORD DRAWINGS
m�
I
m
THESE RECORD DOCUMENTS HAVE BEEN
PREPARED FROM THE CONTRACTOR'S
Michael Ruether (THE
I Dakota Simurdak (THE
CONTRACTOR OF RECORD) HEREBY CERTIFY
SURVEYOR OF RECORD) HEREBY CERTIFY
REDLINED MARK-UPS OF THE CONSTRUCTION
J
a m
DOCUMENTS. THE ENGINEER REVIEWING THESE
THAT THE FIELD MEASUREMENT INFORMATION
THAT THE SURVEY INFORMATION SHOWN ON
1
CIVIL CONSTRUCTION PERMIT
RECORD DRAWINGS HAS NOT WITNESSED ALL
SHOWN ON THESE RECORD DRAWINGS
THESE RECORD DRAWINGS ACCURATELY
2
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
X
THE ELEMENTS OF CONSTRUCTION AND IS
ACCURATELY REFLECTS THE FIELD CONDITIONS
REFLECTS THE FIELD CONDITIONS AS OF
/
3
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
NOT RESPONSIBLE FOR ERRORS OR
AS OF 10/29/2024.
10/29/2024.
4
CIVIL CONSTRUCTION PERMIT REVISION
OMISSIONS IN DATA OR CERTIFY THE
5
GRADING, STORM, AND PSE UPDATE
ACCURACY OF THE INFORMATION PROVIDED
>� D
x /vli�hd t aedew
n
xyalota Lru dal
BY THE CONTRACTORS AS -BUILT REDLINES.
N0.
REVISION
CDX
C M K
10/ 19/21
TJE
suRvEYED:
C M K
12
20
21
TJE
DESIGNED:
CMK
CMK
02 18 22
TJE
CB
0 6
17
2 2
TJE
DRAWN: DC, JYL
CB
12
20
23
TJE
CHECKED:
CB
BY
DATE
AP P R
APPROVED:
TJE
• Call 81 SIB
two business days
before you dig
SCALE:
IL NTAU NAD 1983/1991
AS SHOWN HOR
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
10/14/2024
om-
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
ki
CITY OF
RENTON
Planning/Building/Public Works Dept.
1. RESTORE UTILITY TRENCH TO EX GRADE IN ACCORDANCE WITH RMC 9-10-11 LO
TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS. DOCUMENT EX
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GRADE PRIOR TO CONSTRUCTION. o
2. FIELD VERIFY EXISTING 12" WATER MAIN STUB LOCATION PRIOR TO
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INSTALLATION. REFER TO COR PROJECT WTR2703179 IN COR MAPS FOR I CV
RECORD DRAWINGS. id
3. ALL WATER FITTINGS AND VALVES WITH MECHANICAL JOINT (MJ) END(S)
SHALL HAVE A WEDGE —TYPE RETAINER GLAND EQUAL TO MEGALUG SERIES
1100.
4. CONCRETE THRUST BLOCKS ARE REQUIRED ON ALL WATER FITTINGS PER
COR STD. PLANS 330.2 AND 330.3.
5. WHERE NEW WATER MAIN CROSSES A NON —POTABLE PIPE, ONE FULL
LENGTH OF WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR
MAXIMUM JOINT SEPARATION. Q0
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6. WATER MAIN PIPE DEFLECTION SHALL NOT EXCEED ONE HALF OF PIPE p
MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE. O
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LEGEND Q
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WATER < 12"
N VALVE
THRUST BLOCK r5_��
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SLEEVE
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--——————————— — — — — —- SAWCUT
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ASPHALT PAVEMENT
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. . . . . . . . " 2" ASPHALT GRIND & OVERLAY
R-419930 Y-A
S-419903
0 10' 20' 40' �
W-419903 1 inch = 20 feet z
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS p
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RENTON SUNSET GARDENS 10/14/2024 z
FlELDBOOK:
2900 NE 10TH ST, RENTON, WA 98056 z
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PAGE:
DRAWING NO:
C801 w
WATER UTILITY PLAN SHE: 30 OF`44 Ir
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