HomeMy WebLinkAboutS-394401A-� - - i - CONNECT TO EXISTING 8" SANITARY SEWER MAIN f STATION � - - -_
CONNECT TO EXISTING B" SANITARY SEWER MAIN STATION 61+65.18 CONTRACTOR TO 62+99.66 VERIFY LOCATION AND INVERT 3 9
1-1/2" IRRIGATION SERVSTATION 60 Call 3 Working Days
d• 'C�' ICE, +1.1 CONTRACTOR TO VERIFY LOCATION AND INVERT
PRIOR TO CONSTRUCTION (d�• �• { I
� METER, AND DCVA CONTRACTOR TO VERIFY LOCATION AND INVERT I PRIOR TO CONSTRUCTION ASSUMED IE = 340Before YOU DIG!
SEE IRRIGATION PLAN PRIOR TO CONSTRUCTION ' ASSUMED IE = 338.30' 1 / .26'. v
ce M=346.55 ASSUMED IE = 337.24' MAXIMUM SS SLOPE OF ua CONNECT 6" SS TO 4" PLUMBING
' ` IEt2') 34535 50% 31 LF 6" PVC SS 0 2.07 MIN 29 LF 6" PVC SS @ SEE MECH DWG
IE 8'( 3455PROVIDE CDF BACKFILL WHERE 2-0% MIN COORD EXACT LOCATION AND IE
N I „= e \ --- -_ 4__-_ W/IN 6' OF BIORETENTION (PROVIDE CDF PRIOR TO CONSTRUCTION 1-800-424-5555
I N i -
2 MDE IP yyAT N - J 13ACKFILL WHERE W/IN IE = 347.0' /
- c T. y (1) 12" 45- BEND (RJ) � 6' OF BIORETENTION (1) 12" 11.25- BEND (MJ)
1�-• _ GLENNWOOD A E N THRUST BLOCKING '
'S ;(No MAC M . SH ,u,o 3/a` a N Sae 27 LF 6" PVC SS ®2.0% MIN. T RU BLOCKING
%�J•• 7 I.57'W F, ' MAC ASH ' NE �' CORNER r r BEND arz PROPOSED ROW �LF 12" DI W
322 PLAT) CAICULATEO CENTERLWE SR1x RNA• - ,J/2015 ( NRBED 8Y CONST.)TgpA15 Wn�a w THRUST BLOCKING (RJ) Q DEDICATION LINE ��
PER PLAT - MAY NOT FIT IE 8"N-5•:335 d. I o ad° 15' WAT,E EMENT LOW RN FENCE
BOLT -MONUMENTS TO W. " ` w w �"�� - - -... LF 12" DI W �(1) 12" 45' BEND (RJ)-.,10' EXISTING pe (1) END (MJ) .P /
00 PN 157LF u.z THRUST BLOCKING SEWER EASEMENT L O
- LF
PoM=3C SS ,
<, s--, •�I ,. _. - - -- - - _ i T'10 LF 12" DI W'
\ OTHRUST
t54'NEFIRE55ERVICE CONNECTION SD H RIM o+/2 7
r� ,rc /
^ CUT IN CONNECTION " _ IE 6'S•3as.5+ -
H , ... ?i - ' - -- _ -��- n ra^in _ rn _ S 9brVA LOCATED IN BUILDING 4 IE rrsw=JasS+/-
r
caa PER CUR STD PLAN 300.3 - ,., - - - - R DLar a R cr „ -� I - - MECH FOR CONTINUATION c
`
STA 0+20.46, 6.34' LT1 12" TEE FLxFI s n t7s7z- -. 'i -- vO ( )
i (3) 12" SLEEVE ) EX FIRE - o.wa_�_\I -. \ - 5 ix OF � r1 12"xGATETVALV (F )(1) ADAPTER (FLxMJ) =HYDRANT I I (R- v=3a8 �y, - -E 6LxM 0 10 20
3 J 1�� -�- '= \ \ BLOCKING INLET RIM=J50.Is
(2) 12" GATE VALVE (FLxMJ) < -, ' / (�• ' _
„r ,r / "1 �� 1 ' -_ .SWPW-3�& :/:�• 'j / ., I - •BEN P.A / C 6"NW:J19.J
I g •n , i i + z . , _ 38 F_ Az e x ' %� \ �' 33 LF 12" auND +
12" SPOOLS AS NECESSARY \� 1 �: a 1 %- - s \ DI W 3OLi
THRUST BLOCKING _ g I I I " Scale 1"=20'
f � �. v 10 LF 1Y DI W � r r '
19 LF 1 k" WATER SERVICE I rCONNECT 6" SS TO 4" PLUMBING 1! I n
AND 1 J" WATER METER I - `= I �' • • ) / / i SEE MECH DWG �� 4 77 LF 12" DI W MIN 5' �" I�LF 12" DI W ' `!% ,ao oq >° 3 LF 12" 8/ \
�I�- L '. ,`I I COORD EXACT LOCATION AND IE CH CO BORED BELOW EE MECHRFORRCON NATION _ �"
rPRIOR TO CONSTRUCTION EER) TO BE CONTINUATION j a '' c o °op° �o (1) 12" END CAP (MJ) WITH W
19 LF 2" FIRE SERVICE---__1w I" 4.� / % / ' 14� TIE = 347.3' TREE ROOTS PRV TO BE LOCATED W/IN BLDG g I ° 2" BLOW OFF ASSEMBLY 0 0
4 2" FIRE SERVICE CONNECTION-�r5 � o ! � y ' 6 6 (1) 12" 45' BEND (RJ) 19 LF 2" WATER SERVICE AND 2" METER _
zrN I r BLDG1•e' T ' 1C '\ 1>Q'� 0� THRUST BLOCKING AND 2" DCVA ° ) PER CDR STD PLA�ry�.n
v.1 DDCVA LOCATED IN BUILDING ' q u ; " < i %T, ilk 4 , Evo \ THRUST BLOCKING 7 8 / C
SEE MECH FOR CONTINUATION. I,. cr I , �I ; FFE 34s25 II T, - .. .� , , , UPSIZE TO 2 �° FROM METER TO BLDG
G C4R
' . i,. r Lii i i Li. r.ss__.���:..-r-.a •._ r..,_ ---------------s.,-...a....w-_-. -" ' / '- C0 RI . 55- \ I I a FIRE SERVICE CONNECTION
,_ p;,' 41 12"x4" TEE MJxFL \° IE 9 \
1-1/2" WATER SERVICE �+. � / � 1 � - � _ w-.l 1, - - / O ( )
SEE MECH FOR CONTINUATION r I ...- _ - - O 4" GATE VALVE (FLxMJ)
5, y
�. ! -.• 141\1,=:T rl �� r T=�=� 1 ��_ �_` ( �_ ; iri: ,�. - � / / 1
PRV LOCATED W IN BLDG ��- - - - - 18 LF 4° DI FIR
srK.
__... _ a „ ' � , V ', r `r :.T:7`,i: I^, IVi-4::�I:i J „=V:-`I:- I: / i
/YARD HYDRANT (SEE ® (1 72 90- BEND MJ / // PROVIDE WALL MOUNTED PN \ sO J
0177 / TRENCH DRAIN
CONNECT 6" SS TO 4" PLUMBING € I•1 'r' i / r % t�SBAN}� v ".'•. - GONG THRUST BLOCKING /
�q `
,� r ^D' e°��' \ I 74� - /CONNECTION POINT TO TRENCH
SEE MECH DWG 1' DRAIN SHALL BE AT CS
COORD EXACT LOCATION AND IE i_ i ' li �:% i/ ♦ '%_V \_` ti' PIV /
= tR • r % c �, 1/ �� _ 18 LF 4" ix / .41 LF 12 / W/ DOWN TURNED ELBOW TO
PRIOR TO CONSTRUCTION � � / � `� / \ � PREVENT OFF GASSING
IE = 345.54' I ! '� - v (1) 4' FIRE SERVICE CONNECTION- -- DI FlRE / DI W � LEGEND
r r /% ' - A( 1 \ DDCVA LOCATED IN BUILDING SEE _ / RIM=349.T-
%'1 T MECH FOR CONTINUATION \\ tEPROPERTY LINE
'FIR ! \ I . n-.r .•- : �,-� \ / FIRE HYDRANT ASSEMBLY '
;�; ti•=�� (' P�" /A \ �' 2 WATER SERVICE , ;9 5 LF 12" EX CONTOUR (INDEX)
xgt Gj �" PER CDR STD PLAN 310.1 J50- _
SEE MECH FOR CONTINUATION DI W 1 12"x6" TEE MJxFL - N
- (1 6" GATE VALVE (FLxMJ) - EX CONTOUR
vvvv PRV TO BE LOCATED W IN BLDG ,_ x` 34
r � /
,'18 LF 2" WATER % , / 25 LF 6"DI _W PIPE
p I. i'
T v / �14 SERVICE AND 2" METER ,`i+/ z (1) 12" END CAP (MJ) WITH �6 - 350_ _ PROPOSED CONTOUR (INDEX)
\ -T' \r..�_ I� / 1q °o % . 1 •AND 2" DCVA ! (1) 12 GATE cvz 0
z %i _ (- f i- (P BLOW OFF ASSEMBLY 349_•, _ PROPOSED CONTOUR
?` -T ``- •J 1_� °ov \ 2a� °v �' '� � UPSIZE TO 2 }" FROM � /� ��' / / I VALVE (MJ) (PER COR STD PLAN 340.1) �7 �
'2_-r. _ _ � METER TO BLDG j ,THRUST BLOCKING
6!J ` � �„T_ ' � � ��'1_ 1�tr 1� '® ° ° .P� -[ r � ' ' � •" ` / / 5 LF 12" THRUST BLOCKING cvz FP 78.0 FINISHED FLOOR ELEVATION T.,.
C[ �\;l ; �,' Q i LYT:(-, ti�T�r( �ti :r\' vv-�� ® ° a, •i '/a _� // / DI W 28 LF 12" ;%/////////// PROPOSED BUILDING
(1) 12"x12" TEE (MJ) DI BIORETENTION PLANTER
r '
�L. ., �`ri I v � �i r�T � .i •/ =4'= ,� / L N 2 c
W KI "'S`""5.:::..-y. SITE WALL
. ,
i ) i ,ya°j -. •.. , _r _x � � / ,25 �� FR12 W O" 52a" (R J _.
,t r VERTICAL CURB
12
,.. •,, ,` �� y ., `/ `'' 1 T '� n -.
" GATE VALVE (MJ)
BLDC'3 �G i� � / / r TRUST BLOCKING 6 _ .. ,'T•` TRENCH DRAIN
YARD HYDRANT
I Q N I . I r- - l [' \ i-- FFE �• D ; T T4 ty�. / 5 LF 12" DI W cvs M1 "T'
i , i \ `,y I%, ", -e"+, �/ C '• STORM DRAINAGE PIPE
(SEE LANDS \ .' - TOTAL ff' _ ,c /
. r � � ;+ S ' 1 FIRE SERVICE
I I I PLAN ' r I� 87,05 _y , � 'Y%i y7-� r
r' _ / o
i r � I , (1) 12"x4' TEE (MJxFL) i FOOTING DRAIN
(1) 4° GATE VALVE (FLxMJ) s�•�
YO RIE4D8.63O I Rj I ._ ) BLDQ 2 / z : &` }f // i I I iS��,/'4r / h THRUST BLOCKING m
e I I i i FFE 34875 i ' - yti' :%i1: i I' " ' ,:_ r.+ �y r STORM DRAIN CLEANOUT
I 'I� i- z `�- _i•i �� T CATCH BASIN TYPE 1
SERVICE
WATER .. i`I �� I%y �� r_' / ! / ? 172 LF 12 DI W `� -; + �j
8 -r`si I SERVICE •;CONNECT 6" SS TO 4 'rT� '" !%7� - / 42684
FIRE HYDRANT ASSEMBLY I I y_ z , i"
3 PER CDR STD PLAN 310 SEE MECH FOR SEE MECH. COORD EXACT: CATCH BASIN TYPE 2
1 CONTINUATION LOCATION AND INVERT ' /, ' T` y�'•`� / /,��G! S~ CISTCI
cvz (1)12"x6 TEE (MJW N
PRV LOCATED
xFL) ', L "`r-;T Shy ...-_....%.:.
PRIOR TO CONSTRUCTION.! + -r� AL LAB SIDE SEWER PIPE
i CONNECT
(1) 6" GATE VALVE (FLxMJ) - \ zl W/IN BLDG TIE = 344.9T / i /.% T-` / i N
¢ >!� I r •ly SEE MECH. COORD i� ,Az I CJ
15 LF 6" DI FIRE - "" 1\ --II I �' I T= '. EXACT LOCATION/
r. I SEWER CLEANOUT
I 1 CUT IN CONNECTION � � , , . 7 '%n, I / y C � 'AND INVERT PRIOR A � i ' =�4= i / /J 'd�'
T :T I , LT 'z, ;TO CONSTRUCTION. �`.� `_s �- \ �! FIRE HYDRANT ASSEMBLY 3 SSMH
cvt PER CDR STD PLAN 3DO.3 „ `' / '`ys , r T O
STA 2+86:68, 5.94' LT � � � 1�, _ 1 I 'IE = 344.97' `y, T: I 1 �i4 �� /.� `\ /PER CDR STO PLAN 310.1 vs
E cu (I 12 TEE FLxFL " i� i i �I z' y_ T� j� / I', , / / '(1) 12"x6" TEE (MJxFL)
( ) - - WATER METER
(3) 12" SLEEVE •,:f M Ar% I: n ! `I:T -`� T r 1 -',,_ \ / �8 6° GATE VALVE (FLxMJ)
\ / I -��\ 1 ' //.� n`R Q 8 LF 6"DI W PIPE
(1) ADAPTER (FLxMJ)-
(2) 12" GATE VALVE (FLxMJ) r ,/ /_ a _l,� •\ AS BUILT WATER SERVICE LINES
12" SPOOLS AS NECESSSARY �i� ' ° '
THRUST BLOCKING �•PVC./ 1115LF-. /
6 LF 12" DI W
I � . 2 F $ U DO �' �` ✓ I !. `% I , ' 'i`I :%i�: A .i� :7 �� 15SS ®8.7% i, i,
' T • I r ; . T 'TS IV 6.. PVC / DRAIN
� cvy STA 10+00.0, RIM=346.15 0 z� SS 02.0% MIN. "
IE (EX 8' N-S =333.36' ° d' ` ' '= 11 r=j' 15�� `r, L:I /TRENCH DRAIN
((( _ ) - �' `' `'-` Mr- CONNECTION POINT TO TRENCH (• l S-394401 A
c�CONTRACTOR3TO6POTHOLE °, 4.r + {y 66 i+ it `15' WATER EASEME T ' % / �` DRAIN SHALL BE AT CB SECTION G..Z W-394401 A g
AND VERIFY LOCATION AND , "' '^ T I- - - - - - IR tEaD (R-0 J ssTn"ASTE W/ DOWN TURNED ELBOW TO
INVERT PRIOR TO w 31 LF 12" 1' I \ -- - - - - - - ' BE vaul�®PREVENT OFF GASSING
CONSTRUCTION OF ANY DI W I% 45 -` - - - \� - RIM=348.6' IN COMPLIANCE WITH CITY OF RENTON STANDARDS W
PORTION OF THE SEWER I 1 �I, 16 LF 2" FIRE 4 PN_ -- 147 LF 12' - ' 15 LF 12° o /// ,/,9
A SYSTEM: .SERVICE _ _ 121 LF 8" FVC _
WITH PSE TO RO O J I 21 LF 1 WATER I FRAME AND CO -PER WSDOT DI W DI W N
GAS LINE CROSSING f;f I 1 m� 55 04.9% D PLAN 8-30, 70 03 - � (1) 12" 45' BEND (MJ) �5 Q
CONTRACTOR TO COORDINATE '3?" 4'"'v - CO C THRUST BLOCKING OvR
n a . j 2" FIRE SERVICE CONNECTION . 16 LF 6" PVC SDE . _ •� d:
i Al6 73.i �" 8 DDCVA LOCATED IN BUILDING SEWER 02.0% MIN w z 6. () ( )a Q
ABANDON GAS L[,6"N_5=3.719I� I , METER E AND i �" �I SEE MECH FOR CONTINUATION .STA 10+92.3 A W 4E3 6" E) 33 t : • ntu.n 1 12" 11.25 BEND MJ 6
':'^:fWPiYt?-�''raP; IE 8"=337.94' ro� RE3 "cw ,q O, °`''uv m'CONC THRUST BLOCKING ~
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ADDENDUM #3 4 28 17 A
1932 First Ave ADDENDUM 4 5 5 17 °'"" ",zo w�;>'ly = V
Sulte 201 PERMIT REVISIONS 5 5 17 ormm rnz 1"=20- ., CITY OF SUNSET COURT APARTMENTS "s/s/zon
Seattle, WA 98101 CONFORMED SET S 19 17 Lip Mug. '� RENTON 1144-1158 HARRINGTON AVE NE
p. 206.725.1211 PERMIT REVISIONS 6 29 17 SWP RENTON, WA 98056„,
f. 206,973.5344 "=-I DATUM z
INNFINAL PERMIT SET 7 13 11 �: �."c � . Planning/BMilding/Public Works Dept.
C4.0 1 2
� engineering pllc www:IPNenglneenng.com NO. REVISION BY DATE APPR wrnam UTILITIES s"cer: 14 an78 .i