HomeMy WebLinkAboutS-294501CC)
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NW 1/4, NE 1/4, SEC. 8, TWP. 23N, RGE. 5E, W.M.
Co STA 9 +97.68 FQ M'QN IN CASE
PER�RC.O RDRSTD. y4 C CONERC T�MgpO K
30 SHOWN ON DET. 8/C5.1 ;M'pN. �N01847,h /
t HYDR 2.0' OFFSET ASSEMBLY NORTF111VG 783,b23.47
12x6 TEE (MJxFL) FASTING 1,303,499.53
& 6' GV (FLxMJ)
a _
STA
GV9(MJ) �H. �r'E I 1 I r - k
STA 4 +70.67 GE In 5 -
` crtE
90' BEND (MJxMJ),
/ •
STA 9 +45.55 _r
CONNECT RET. WALL BEND MJxMJ , 1%.. b +f ^1
o THRUST BLOCKING TYPE 1 CB #75 -t
C. PER DETAIL 7/C5 .1 RIM = 34.50 r�F00TING DRAIN TO # ( )
Z ^ - N 184,451.8 NIE7 = 32.17 Q� STORM SYSTEM 7YFRIM C 28.10 THRUST BLOCKING •}r
O PER DETAIL 7/C5.1
., E 1,303,273.0 �;
,�; E 1,303,290.9 � � N 184,045.9 -
'� E 1,303,393.4
a L °
H
FIRE HYDRANT _ - _
r
_
-� 3 -: T ----u lr T - 3A.7�T� �. Z-CC T 3.
w T SHOWN AT DET. B /C5.1 - °I
F� I - -- -- --- - =sB -- --- - - -gsII -- -- -19-ss - - -- - -j k
V1 - --
„ STA 4 +47.04 J r L = 1 ❑ L - 114' L = 114 1.0% L e O" SD �•° L•r�° x /
15.0' ❑ 1.0% 1.09
N O o
HYDRANT 0' OFFSET
LLEFT , I .. .. 1n • m ETV .3,..
12x6 TEE (MJxFL)
= 48 "0 TYPE 2 CB #4 & 6" GV (FLxMJ) I I TYPE 1 CB #16 TYPE 1 CB #17 ° °° `
RIM = 33.30 N 184,444.5 RIM = 33 -50 RIM = 33.30 f.(
V TYPE 1 CB #7 IE = 28.30 E 7,303,250.6 1 IE I= 31.26 / - -a�1_
RIM = 33.15 qA OO IE = 30.12 CEi
N 184,680.8 I 4-f N 184,270.6 N 184,158.5 r o L
IE = 30.82 E 1,303,067.0 TYPE 1 CB #3 I E 1,303,320.3
�w N 184,944.4 TYPE 1 CB #5 RIM = 33.15 TYPE 1 CB #1 E 1,303,356.7 11 rR YPE 1-
$ STA 4 +43.0 I0
E 1,302,987 -3 RIM = 33.15 IE = 29.18 RIM = 33.34 1 12' GV (MJ) TYPE 48 CB #19 I. ' Am 0 ff- 5,87
IE = 28.88 VE 184,610.6 IE = 31.00 I RIM - 33.20 w 6' R! f' S ? '? /, , / STA 11+66.70
N 184,749.7 1,303,089.2 N 184,429.2 1 IE - 27.94 R" FICP F 4..:1 9 f. 12x12 TEE W/
E 1,303,044.2 E 1,303,148.2 - N 183,938.7 %
A
I 1 / (3) 12" GV &THRUST BLOCKING.
i g^ cn 8" SD 8" SO 8" SO 8" SD I E 1,303405,8 r SEE PROFILE 2 ON SHT C4.2. SEE DETAIL 4
`o L = gg6 1 15.0' w ri ON SHT. C5.3 FOR BEFORE AND AFTER
L = 90 L= L = 68 L = 69 L = 96' 7.pq, �EASEM TYPE 4B CB #20 TESTING REQUIREMENTS
1.07, 1.0% 7.07, 1.0% 1 0%
RIM 33.20 / N 183,780.2
m TYPE 1 CEI 6
TYPE 1 NIE83,900.6 E1,303,414.1
d
a ❑ # IE = ,514. aA 3100 FF = 35.0 E 1.,303.325.8 Io II
RIM = 33:15 N 184,514.6 1 i 19 =� }� TYPE 4B CB . #21
®c IE = 29.92 E 1,303.121.0 � i TYPE 1 CB #22 o / /,/ RIM 32.90
y N' 184,842.5 I RIM - 31.16' / f� IE - 26.04
k L E 7,303,013.8 I/ / N 183,861.0
E FIRE HYDRANT 1 IE = 27.93
w PER. C.O.R. STD. I11 o. t N 183,893.9 / // E 1 303;222.0 pq SHOWN AT DET. B/C5.1 -� o E 1,303,176.2
1 0 6' FIRE WATER SERVICE SEE R.
5 '6 0 0 PLUMBING SHT FOR CONTINUATION I'��
o STA 2 +79.28 r 41 o - / /• %' 6 t JW
2' DOMESTIC WATER METER & 2.5' SERVICE / /(�
Q e HYDRANT ASSEMBLY ® 1. o 'i SEE PLUMBING SHT FOR CONTINUATION / / 12x6 TAPPING TEE & 6' GV (FLxMJ)/ILOSK
12.0' OFFSET LEFT SIA doo ,. 6" DDCVA IN POST I VAULT 52.0'
12x6 TEE (MJxFL) TRENCH DRAIN, SEE ARCH'L PLANS O '2' OFFSET: W/ POST INDICATOR VALVE
& 6" GV (FLxMJ) '1 1. i TYPE 1 CB #8. v1„ • & FIRE DEPARTMENT CONNECTION.
I SAN. SEWER. CLEAN TRANSFORMER PADPER PSE STANDARDS PER CITY OF RENTON STANDARD DETAIL
n N 184,374.2 RIM = 31.25 OUT PER C.O.R SEE ELECTRICAL FOR CONNECTIONS µ / SHOWN ON 3/C5.3
N E 1,303,034.5 1 IE = 28.92
-g STANDARD DETAIL 4/C4.1 / NOTE: SEPARATE PLANS AND UTILITY PERMIT
�� E 1 CB #14 TYPE 1 CB #13 iv II RELOCATE POWER POLE 60'1 NORTH 1 N 184.3192 TYPE t CB #26 RIM - 34.89 GAS LINE AND METER CONTRACTOR / /,y",' FOR DDCVA INSTALLATION FOR FIRE
RIM = 31.50 E 7,302,892.6 IE a 28.85 TO COORDINATE INSTALLATION W/ �j SPRINKLER SYSTEM WILL BE REQUIRED.
RIM = 31.50 48 "0 TYPE 2 CB #17 TYPE 1 CB #10 CONTRACTOR TO COORDINATE I RIM = 32.50 H
IE - 27'29 IE = 26.55 RIM = 31.50 RIM 31.50 WITH PUGET SOUND ENERGY I IE = 30.17 SEE PLUMBING SHTS PSE. SEE PLUMBING SHTS FOR
R F' N 184,849.9 1 N 184,162.7 12x2' 4f'!" SERVICE TEE
R O E 1,302,729.8 N 1,302,755.2 IE = 25.00 N IE 8 26.87 I I E 1,302,920.6 FOR CONTINUATION CONTINUATION AND REQUIRED LOAD D M11
E 184,775.5 TYPE 4B -C 3 , 12 N 184,598.5 =I N 184,523.4 TYPE 1 3 #9 2- 2S�" GV.
44 RIM 350 E 1,302,812.8 111 E 1,302,837.8 RIM IE 27.94 1 1 `�D MH SO M14 M-i'.56 TIGHTLINE TYPE 1 CB #25 IM � r'ly , 1�J 2" PRESSURE REDUCING VALVE, 52' OFFSET
M = 25.49 I-RIM 320' 72`f N -S 21 -6 FOUNDATION RIM - 33.00 / .4" kCl" i.'1;' PER C.O,R STANDARD DETAIL SHOWN ON 2/C5.3
N 184,672.0 N 784'418'4 . 72 3 N S 2i.2 ADJUST RIM TO DRAIN TO IE = 28.63
O E 1.3 02 788 3 E 1,302,872.0 A t +00 ADJUST RIM TO FINISHED GRADE STORM SYSTEM N 184,008.2 ii'CP ?,�. 3G 2" METER IN VAULT. 56' OFFSET
PER CITY OF RENTON STD. DETAIL ON 1/C5.3
> FINISHED GRADE I E 1,302,948.4 /� l F�h'E 11 YDF2ANT
8" SD 8" SO g" Sp 8" SD B" SD SD DS DS OS INSTALL 5" STORTZ FITTING
L = 74' _ 7 =75' L 107' i TYPE 48 CB #23 ON EX FIRE HYDRANT
I
- T.0% -J 1.,° I S N OM // N EIM= 24.600
--. f- /
.-- - - - - 5 LF 6" S V) y n N 183,845.9
- - -- -
• E 1,303,075.2 48 "0 TYPE 2 CS #24
N --_.__ --- - __y. -=...- ._.-. ,__. X78;3001 1.09. 8" SO 'pry ii l l /lDl y RIM 33.00
z_ - - f -f - - - - - - -C� - - -i3-- _--(- =---D- - - L / /r' IE - 23.47 (E)
--Ss -_- - -- - - �S- r- - �5 - - - {i - - Ga
UENUR ,.,FIRE HYDRANT _ ?9383\ _ s P4 �. L SD i.E: 'y{,F 1 IE a 25.60
FIRE HYDRANT_ % - -W-. -3' �fT\ \..__ \ ` 1 IE N 183,883.3 9
V) In z - - - - - - - _.., -.- u ::; E 1,302,965.9 )
. . � �i LP ,W
--•r- _ - -. J -' � �'_�= �- ..--^� ,.=.. -NTH .,,,... -..... - �J - _ N � �
S H RIMM17 zi / CET• TYPE 1 RIM 31.29 ZO .FIRE rIYD 1?❑Y-Po 1, _5D MH
2997 8' fir) 1 2G 61 / GE 30.80 R RCP N 26.31 _ `S00
CF N 74 i5 SD MH SO MH STA 0 +00 ' CB, TYPE 1 \ _
CP 5 ,412 R!P /, 3059 8„ I" �5 r3 ! RIM 37 2d 6„ RCP W 27.70 8" RCP S 26.33 12x12 TEE: (f 6sfL% GE 31.28 �� -�\•�� X937 "�2'.t N -5 ,1 l_
48" N/S 2-5.2.9 I 6 DI W 30.46 4�jI' \ \ W ?S �� IE = 22.12 (NW) MUD IN PLACE
CL 72 "t N S 19.7 () Q"v m \ 40' ADJUST RIM TO FINISHED GRADE
IL H CB, T 1 r 1 - C8. TYPE 1 3 12" GV FLit M7 m \_ 3
IL 9 -, ADJUST RIM TO C8 30 39 / GE 30.82 I (4) 12" 45' BENDS SO MH 31.86 SS MH 1 LG� \ \ & RELOCATE LADDER.
CP N 2i 37 FINISHED GRADE 6 RCS' W 28 8 6" DI E 2.9.97 W/ THRUST BLOCKING. 48° RCP N ?3.L4 RAM �� CF ' 28.19 \\ \ NOO
h �\
w C) S t 42 8' P,C • N 28.?8 - ED M-H1 30 SEE PROFILE 1 ON SHT C4.2' 48" RCP S 2324 8" RC'P N 28.21 - \ \ \ X937E -\ �f - - '- --•RIM 33, .4 RIM o tR CP W 21.C5 TypE 1 CB 27 �. SEE DETAIL 4 ON SHT. C5.3 / \ :' O 2
W ❑ LP c 21.5/ RIM = 3CB 7� f N -S 20.4 FOR BEFORE AND AFTER � \ \� - B. T PE 1 48 R('F' EiN L3 7..
�', IE = 24.20 (NW) MUD IN PLACE VygTER. MAIN TESTING DETAIL INSTALL 5" STORTZ FITTING CONNECT 6" SS TO \ \
� IE = 27.77 ADJUST RIM TO FINISHED GRADE
N 184,895.8 N 184,306.4 ON EX FIRE HYDRANT 8" MAIN PER C.O.R \ � O (. 1.88
} & RELOCATE LADDER. E 1,302,826.0 / STANDARD, DETAIL 5/C5.1 `'D MH "�' - hi F' NW' 29.;3
m E 1,302,706.4
I NEW 6" SS IE = 27.90 "± 32.95 \
I / RI ME%4.3 FAULT
SD MH EX 8" SS IE s 27.82 48 "t N /S /E 22. R_ {, RIM, 3_,,4.3
RIM 31.82 SEE PROFILE 3 ON SHT C4.2 FIRE HYDRANT-- 48. RCP 7j8 Y
72 "t N -S 20.3 48' RCP tc,6
ADJUST RIM TO C8, IYPE 1 48° RCP N 22.88
FINISHED GRADE 8E RCP SE 30.46 1R "' RCP W 23 75
NOTE 1: 6" RCP W 30.45
CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES _-
WITHIN THE RIGHT -OF -WAY AND VERIFY THE ACTUAL y
HORIZONTAL AND VER77CAL LOCATIONS OF UTILITIES MINT 3.3.34 RIR,f, 47
BEFORE THE INSTALLATION OF THE NEW WATER LINE 6W, `(,r, n r 32152
z CROSSINGS. IF THE CONFLICTS ARE NOT ACCURATELY
0 SHOWN ON THE PLANS, THE CONTRACTOR SHALL CONTACT
U3 THE DEVELOPER'S ENGINEERS IMMEDIATELY AND PROVIDE INSTALL I STORTZ FITTING TONAL N�
THEM WITH THE FIELD VERIFIED INFORMATION. ON EX FIRE HYDRANT 4
N 0_
z NOTE 2: RECOMMENDED FOR APPROVAL
o SEE SHEET C5.4 FOR GENERAL WATER, SEWER, AND STORM
RAINAGE NOTES. UTILITY nT
r
BY: aut _ Date�<K%�4 rA�t �l�l
° DAT n'7
~ 1. BASIS OF BEARINGS FOR THIS SURVEY IS N 8859'20' W BETWEEN CITY OF RENTON B ' �� -ry - �- Date: `O O SCALD: 7 "50,0' /q�
CONTROL MONUMENTS 1879 (MONUMENT IN CASE AT N 4TH ST. AND PARK AVE. N) AND BY: �0DD4V 11�O�e✓ uh4 C T• 1
d ' 1121 (HUB :+ND TACK IN MONUMANT CASE AT N 4TH ST. AND WELLS AVE N),
�►Lt/_ I t5a4e:Ocf ?eon so o so 100
NAD 1983 (1997); WASHINGTON COORDINATE SYSTEM,. NORTH ZONE. : R
RENTON BENCH. MARK NO. 7935 BY' Date: B 010189 U 01 .022 7
2. VERTICAL DATUM: NAVD 7988, BASED ON CITY OF E TRUE. PROJECT'
: � O BEING A'. CHISELED SQUARE IN THE BASE OF A TRAFFlC SIGNAL POLE AT THE'.NW CORNER '
N z OF THE INTERSECTION OF LAKE WASHINGTON BLVD. AND PARK AW.. N.; ELEV. s 30.45' NORTH NORTH SCANNED FEB 5
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