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SECTION 21, T23N, R5E,W.M.
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OG
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STA 6 +78.2(8816.5.10677.9)
CONNECT TO EX. 8" WATER
1 -8 /
,1 1 4 BEND(AIJxfL)
\ / 3 , ,o x8"REDUCER(FLxMJ)
U 1 /
.a 33�p / REMOVE EX. FIRE HYDRANT D / r \\ / 1� �\ A"',,
AND, REMOVE WATER LINE
SALVAGE HYDRANT TO /
CITY SHOPS
RIM TO 3711
N / 15' .WATER
SO"
/
o
MO APPROVED APPROVED
a x�x ME BYD TE1Lw BY NM/ 6 �ATE ILad
o Cws w, C w,�±
L /tlG�O��L�� /y�L7
z ; IR ,2 24 00 61 20LYMPICDi71VENWSU11EB2�4 •G16HAaeoR.wAVesss WATER &SEWER PLAN (N) C4.1
7R=86686T/•FAX(2 ffi&8679
.w . am &A r pE -s C1 /i . w _. �....,P, rm / / S'- 2A-u r-o / Jinn « n.e �i. 1 C(^.ONNFf1 Df:T 1 iDBD
11
ROLL # 167
NOTES:
\
1. ALL WATERLINE AND SANITARY SEWER WORK SHALL BE IN ACCORDANCE WITH
CITY OF RENTON STANDARDS.
.
y
2. HYDRANTS MUST BE IN OPERATION PRIOR TO ANY COMBUSTIBLE
CONSTRUCTION.
3_ VERTICAL BENDS SHALL BE INSTALLED WHERE NEEDED TO MAKE CHANGES IN
GRADE.
4. CONTRACTOR SHALL NOTIFY PUBLIC WOKS AND FIRE CHIEF 5 WORKING DAYS IN
ADVANCE OF A WATER MAIN SHUT DOWN.
5. WATER MAINS SHALL HAVE A MINIMUM OF 3.0' OF COVER AND DEFLECTION OF
MAIN SHALL NOT EXCEED MANUFACTURERS SPECIFICATIONS.
6. INSTALL SHACKLE RODS AND TIE BOLTS AS NEEDED PER DETAIL ON C4.5
l�
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STA 6 +78.2(8816.5.10677.9)
CONNECT TO EX. 8" WATER
1 -8 /
,1 1 4 BEND(AIJxfL)
\ / 3 , ,o x8"REDUCER(FLxMJ)
U 1 /
.a 33�p / REMOVE EX. FIRE HYDRANT D / r \\ / 1� �\ A"',,
AND, REMOVE WATER LINE
SALVAGE HYDRANT TO /
CITY SHOPS
RIM TO 3711
N / 15' .WATER
SO"
/
o
MO APPROVED APPROVED
a x�x ME BYD TE1Lw BY NM/ 6 �ATE ILad
o Cws w, C w,�±
L /tlG�O��L�� /y�L7
z ; IR ,2 24 00 61 20LYMPICDi71VENWSU11EB2�4 •G16HAaeoR.wAVesss WATER &SEWER PLAN (N) C4.1
7R=86686T/•FAX(2 ffi&8679
.w . am &A r pE -s C1 /i . w _. �....,P, rm / / S'- 2A-u r-o / Jinn « n.e �i. 1 C(^.ONNFf1 Df:T 1 iDBD
11
ROLL # 167
\
7. INSTALL HYDRANT MARKERS PER DETAIL ON 14.4
8: PROVIDE VALVE MARKER POSTS FOR VALVES LOCATED OUTSIDE OF PAVED
.
y
AREAS PER DETAIL ON C4.5
9. PROVIDE VERTICAL AND HORIZONTAL SEPARATIONS BETWEEN WATER AND
SANTARY SEWER REQUIRED BY STATE DOE
10_ '',SEE SHEET C4.6 FOR WATERLINE PROFILES.
11.'FILL AND COMPACT ROADWAY AND LANDSCAPE AREA PRISM TO 'FINISH GRADE
PRIOR TO IXCAVATION FOR INSTALLATION OF WATERLIAN:
Q12. INDIVIDUAL PRESSURE REDUCING VALVES ARE LOCATED IN THE BUILDING -
SEE MECHANICAL PLANS.
l�
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\\
STA 6 +78.2(8816.5.10677.9)
CONNECT TO EX. 8" WATER
1 -8 /
,1 1 4 BEND(AIJxfL)
\ / 3 , ,o x8"REDUCER(FLxMJ)
U 1 /
.a 33�p / REMOVE EX. FIRE HYDRANT D / r \\ / 1� �\ A"',,
AND, REMOVE WATER LINE
SALVAGE HYDRANT TO /
CITY SHOPS
RIM TO 3711
N / 15' .WATER
SO"
/
o
MO APPROVED APPROVED
a x�x ME BYD TE1Lw BY NM/ 6 �ATE ILad
o Cws w, C w,�±
L /tlG�O��L�� /y�L7
z ; IR ,2 24 00 61 20LYMPICDi71VENWSU11EB2�4 •G16HAaeoR.wAVesss WATER &SEWER PLAN (N) C4.1
7R=86686T/•FAX(2 ffi&8679
.w . am &A r pE -s C1 /i . w _. �....,P, rm / / S'- 2A-u r-o / Jinn « n.e �i. 1 C(^.ONNFf1 Df:T 1 iDBD
11
ROLL # 167
MAT, LINE
RAISE lam o 37 3+59.5(973810328)
312LF -10 -Di
ISTA3+0. 10387A) t �15
EX SIDE SEWER 8� 1-10 x10- \ r -
r
8 v TO BE REMOVED 1 VALVE[
1194E -10DI � \ �''`•� \ `� \�
� �\, / y �� ` 76 .. @. S -- - �► 54.8 127'Rf. i ° _ „ -/ _ � `��d � `
-FRi HYRMNf
I _ 9686.8,10388.4) v f s
SO
}- W 1 1 CONNECT TO EX r \ SD / : �� A I A y 6 O 6 - -� e
�- W 24- CONC ! - D -_ - — - — - - - -
WATER NOTES: \ tom^ w SD"
Q N 1. PROVIDE KNOX BOX AT LOCATION \ so /� / P S SD (a f -
� J REQUIRED BY THE FIRE DEPARTMENT. 1 \t FF- \ SO
W od 2. PROVIDE 3/4' CONDUIT TO POST t 53 1 \ s N -- -- s - Y� - -- -- - - - SD--
�o�
INDICATOR VALVE FOR MONITORING / "' / ° - -
WIRE. t •\ ��tl si 'NN e SD Sp
> Lil t ° - - -- - -- - -- _ it
9834.7.102999) ` X �, r
377
RW- 3%260 \t a / ` Of S£ WATER LINE III G+151N6- J t o
$ in 211 8 -P!!C i i ro
a i
(I
S•56 OOx AND ,o BEYOND EACH ; s
` 2 FF 377.50 g
o
2+35.7(9679.6,10269.0) ' m '' , 4 •3 _ 9ij0i'9e4A2 4 ' - - - - -r -
t t 1 -10. 45' BEND(MJxMJ) t C Rlya�
\ i 1- THRUST 84ACK , ' \ i 3IE jp✓3p 4 '7 t �;
SiA 1 +90.8 TO 2 +258' t' ' FF- 375.50 t �k ^. 504F= 8'PVCI
35LF-18�S1EEL� t' S-2003-
\ CASING a' -n i s 2 9894.8,10283.1 / \
% ( ) /
$ \ N
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—
4.
42 3
f'
46 FOR - a
SEE SHEET C t
NOTE: E \ ••�,
4
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9877.51
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WATERLINE PROFILES
� FF- 372.64. 't +. - 375.05 ❑
1 -
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SUPPORT EX. ROOF 5 n
r
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3
DURING WATER i�iOF!
t t w iNSTALLA i s - s "^'s - REMOVE EX. HYDRANT AND
7 -8'WC • �fi SALVAGE TO CRY SHOPS
\ ° 214LF -10 -DI S -7.58 \° / _ - - - - 3 " s
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13 i 6
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"O+BQ.7A 1-6.22 1/7 BEND(RAIU) 8g� T ti --
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ASSEMBLY % � 1� �T THRUST BLOCK) I 380 ) -- _ ✓ -
RAISE RIM TO 373.00 \ 35V ni Z i
i r m 1T v E- iB6A4rn (9�Ti88tot81.1:i n
IE'355.00(87 :. \ ;;;r .^, : `'
FF- 377.50 s-Ply 3 2 38,/ , .r
TIFF -6�D1
0 30 60
0 Y
dip \\t st H - - - -- 6� 13LF -bbl �SiA $8 P? `djY
SCALE: 1' = 30' -0" \ , ^ t � � � NY�/I��
STA 0+24.2(9835.1,101259)
z ' 3LF ,8 -DI _ (10125.0.141.8) ° 'Y r?•
1 -10- - THRUST BLOCK \\ , ,\ M, t. 38, /ti
SD "•-� i �s SO
REMOVE E)L METER a _•
AND SALVAGE TO CRY SHOPS \ ^ < �1' _ WATERLINE EASEMENT
S EADW 4JI" OETAL
BELOW
r /,
REMOVE EX. HYDRANT AND
0+3�e(1u,15e, o) i
SALVAGE TO CITY SHOPS
} h 8'GATE 0
Adilk
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0
m
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•may ° DOMESTIC MEM (101113,102299) hSTA 0+ 117•.1
AND Y 180PeVm ME1ER,! J v
EX WATER L 1 2 D6YA( SG
INE
SU 0+00(9851.8,10137.2) TO REMAIN "� 42 4 -6 (10118.8,10228.4) r-
CONNECT TO EX. 10- WATER MAIN 316 i - h 1-8 x2*IAPT TEE
1 -10 -GATE VALVE(MJxFL) ° ` 1- 2:GATE VALVE / t
1 -10- 00 - 00 - TEE (MJxFxFL.) " 38 3$0
1- 10'x8- REDUCER(FLxFL) 31 38LF -8b1
1- 8-GATE VALVE(FLxMJ) 1 `
1- THRUST BLOCK - ) 19 0
TYP s ,
NOTE: STA 0 +00 =STA
j n
REP4ACE EXISTING �
X47?`'<� Q�ppt1� FROM THIS POINT
2 +15.7(W- 1802) ' . mss+ �� ADD VERTICAI BENDS
TO KEEP WAP LINE \ \
) � PCG! ii"�.�.
ira 3.0 MIK, COVER
EX. SEWER LINE: = = J
SE
TO REMAIN _ _ YOUNG 6"
8� EX FlRE HYDRANT !E - APPROV `•t
SECTION 21, T23N, R5E,W.M. e.�`` _ —
i -NEW STORZ
ti ADAPTOR - -° BY�1 DATC%l�Q�_._
z
X- 9809.90
Q N
1.05 rY- 985 �o ,, A - PRflVE6
U U x a�n,' - x�teeoo.o APPROVED
10000.0
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G,NEER®NG - °' \ _ T r BY DATE�� I�.rm BYE MV 121f DATE AtIL 0
B
TONAL C/ t/ /L 'E/VG //VEER //�/G cC P<i /VN /NG p i i
z >P>ES 12 24 0D b, 22CMYMFICDRNENW91Aff9M.616HARBOR,WA9l3% WATER & SEWER PLAN (S) C4.2
' TELC�86&8677•FAX f2b3)9696679 '. -
►atl,.., +,gib «4a.,m. Wva.44.na., r.JA:.. �' �a'kaoz Sct,,�n�y ) SCANNED OCT 42000 ws�
as C
ROLL #467
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SECTION 21, T23N, R5E,W.M.
NOTES:
1. ALL WATERLINE AND SANITARY SEWER WORK SHALL BE IN ACCORDANCE WITH
CITY OF RENTON STANDARDS.
2. HYDRANTS MUST BE IN OPERATION PRIOR TO ANY COMBUSTIBLE
CONSTRUCTION.
3. VERTICAL BENDS SHALL BE INSTALLED WHERE NEEDED TO MAKE CHANGES IN
GRADE.
4. CONTRACTOR SHALL NOTIFY PUBLIC WOKS AND FIRE CHIEF 5 WORKING DAYS IN
ADVANCE OF A WATER MAIN SHUT DOWN.
5. WATER MAINS SHALL HAVE A MINIMUM OF 3.0' OF COVER AND DEFLECTION OF
MAIN SHALL NOT EXCEED MANUFACTURERS SPECIFICATIONS.
6. INSTALL SHACKLE RODS AND TIE BOLTS AS NEEDED PER DETAIL ON C4.5
5
� a
n
Y0 •` ^ \ I \\ \\
\ \ \♦
NC ` STA 8+78.2(9818.5,10677:9)
CONNECT TO', EK. r WATER
\ \ �', �•,.�`,. '`` Y �•,` \ \ \ 1 -80'xE 1'RE/DUCER(F1xAIJ)� ...
\�\
�- \\ S294503
\�REMOVE, EX. FIRE HYDRANT
AND REMOVE WATER LINE \ \ \.\
SALVAGE HYDRANT TO
l
CRY SHOPS .• f: � ` ,,\
} v,
RIM TO
375, y / 15' .WATER
N' \�
` � / EASEMENT
1 /
, 0T\CHLINE
°z Moog �� ®� APPROVED APPROVED
°w Q Fi u'
�RMER BYA�.,.�f� !. DATEq,,1fy,Lw BY rf�ATE —qLILO
�
SiONAL C/ ✓/L E/VG E/NNEEG.P /NING ',GEC PELiR I /V//NV /NG G
I
�e�o�� «:�►, WATER & SEWER PLAN (N) C4.1 s,�YM I.WA
> S 12/24/00 F
'
% � NE T
towro •: w ! ?w¢s SCANNED FEB 15 20 / - � ds< ro SCAN 4
T- _
N-(C_
y
i
•`' '� i I +( � F 'I •��� 1,4ti ;> � i�1 71
7. INSTALL HYDRANT MARKERS PER DETAIL ON C4.4
8. PROVIDE VALVE MARKER POSTS FOR VALVES LOCATED OUTSIDE OF PAVED
AREAS PER DETAIL ON C4.5
9. PROVIDE VERTICAL AND HORIZONTAL SEPARATIONS BETWEEN WATER AND I
SANITARY SEWER REQUIRED BY STATE DOE
10. SEE SHEET C4.6 FOR WATERLINE PROFILES.
11. FILL AND COMPACT, ROADWAY AND LANDSCAPE AREA PRISM TO FINISH GRADE
c �.
PRIOR TO EXCAVATION FOR INSTALLATION OF WATERMAN.
Al2. INDIVIDUAL' PRESSURE REDUCING ,.VALVES ARE LOCATED IN THE BUILDING -
\ I
SEE MECHANICAL PLANS.
5
� a
n
Y0 •` ^ \ I \\ \\
\ \ \♦
NC ` STA 8+78.2(9818.5,10677:9)
CONNECT TO', EK. r WATER
\ \ �', �•,.�`,. '`` Y �•,` \ \ \ 1 -80'xE 1'RE/DUCER(F1xAIJ)� ...
\�\
�- \\ S294503
\�REMOVE, EX. FIRE HYDRANT
AND REMOVE WATER LINE \ \ \.\
SALVAGE HYDRANT TO
l
CRY SHOPS .• f: � ` ,,\
} v,
RIM TO
375, y / 15' .WATER
N' \�
` � / EASEMENT
1 /
, 0T\CHLINE
°z Moog �� ®� APPROVED APPROVED
°w Q Fi u'
�RMER BYA�.,.�f� !. DATEq,,1fy,Lw BY rf�ATE —qLILO
�
SiONAL C/ ✓/L E/VG E/NNEEG.P /NING ',GEC PELiR I /V//NV /NG G
I
�e�o�� «:�►, WATER & SEWER PLAN (N) C4.1 s,�YM I.WA
> S 12/24/00 F
'
% � NE T
towro •: w ! ?w¢s SCANNED FEB 15 20 / - � ds< ro SCAN 4
T- _
N-(C_
y
i
•`' '� i I +( � F 'I •��� 1,4ti ;> � i�1 71
t tl_ , t A >.�C\ t_ t, '. �.•FIFi 7 1 - 31 2LF- IN TO 3726 3+ ®91733 MAT 7, 'LINE
l w
t t oil a @Sry�d \ t Put 3+54.jj��ppL10��317b = 6�� . 15' ( / \
\ t JIX SIDE SEWERe rVy @. 1 -10'6 C✓ �¢ EASE `384
TO BE REMOVED 'Q �(E
` 119LF -IOro1 - _ \
- �1 FIRE HYRLANi RT EM9
103L8.4)
t '
Q
t� Itt t\ \t C SD \�
SO
Ll
4 "
t
Ld \ t CONNECT TO DL \ SD,
t t t ' ® � - - -- - -� -- a -\ -- - N '�G -per - \ 1 r •t �t \
W \, 24' CONC , \ \ 8 - D -- - - �+ -- -- - - - \.. \ \ - tt.
y�j WATER NO `\ I SL S
M N 1. PROVIDE KNOX W X AT LOCATION 1' t , 50" t .t / rt / ` S ` D
r'_ J REQUIRED BY THE F] RE DEPARTMENT. t t t \ FF -3 4' a e � �•, W W SO
- -_ W 2. PROVIDL 3/4• CONDUIT TO POST t 1 \ 50 \ \'E 1 It t a -- -- - -- t' - -- s.. -W' --- " -4--- - --- -. -- -- -- SD- - -- '° -t�
\. 1
E INDICATOR VALVE FOR MOiirORING It t \ % ! ry' / ° t) e - ' t - SD
� WIRE , \ o ,,��' t�' \ �ry '\ + • H _ 1
Li \ \ -- -- - - - - - -- -- I
�834.7.10299J8) 377
R91�•37280 I ENCASE WATER LINE ItJ
\\ t E- 387.76 aa, t \ \ UNDER \WALKWAYQ
AND 101 BEYOND EACH
6 t tnP 21oox \ ' I .87980 \ FF- 377.50 1
\ �\ t 2 c� % 4 c "
2 +35.70879.8,10269.0) a 1' 4,2 43 3(9807:B�t 2�
j t 1 -10' 45 SEND(MJxMJ) V J 5 ,r< • - �. ' RI 374.30
t \ i -THRUST BLOCK Bi =370.80
Ln
t � STA i+f ).8 T0, „2+25.8 �` 5OLF-IS7VC
ssLF- 113'S1EEL� a t FF- 375.50 s- 2.a�x• .Q� • tt \ : -- - < f I rr
t t CASING SSCO 29894.810283.1
i t t F t I8M- 378.73',
IE =369.90
t
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N I R FILES
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4
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ERIE - - -
DURING WATER r` - '\
■ I
b "I j
■ �, RE LOVE IX..IYDRPddT AND
I ■ y _
TK)N ■
_ 1
a I
I -
I VAGE n CITY SHOPS r
- C :AL
8'PVC _
a
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,t\ t ".s. \ t�; r ` Rr t, - I A�_..�� l \.�.._i.,f / �.x,•`•.,. "�. (' ? i I }r C?..
13AX �, I `1 -8' 22 1't BEND(W)ft)
7 9r" � I ,
1
0+82. A ,
- ' 45 BEN FIxMJ 3
0 1' 8 80
d 'I ,
I .
ASSE11B4Y THRUST BLOCK I \ t
t ` RAISE RIM TO 373.00 F - �� „ [ � \ • ,� ' 35LF -6ro1 ,
IE- 355.00(87 ( &1 81 1 YQ( LF b h
\ /
't '� a��w ^ 62�K . 1u --�- � _M � •f.. �, - F.
x6' c, ssca * ,,, FF- 377..10 11LF -ON t' 6PN 4.2 4.
� t
Jkl M'° 3 .17E 1tt FDC i r /
- 0 30 60 \t \ \ tt" °r ?hE. - ` 1- E. F =37' i , 6'DDC
tt ` t � t � \ - - a _ ��. r � � - @,2 -8DI ALE: 1. 30,_0. `` - - - - - - t` 13LF ' �C
■: STA D+241(9&35.1,10125-8) ` t n / V •`�� \
9 - 1 -10. 90' BF)owxw) , , (10125.0,1 41.6)
1-THRUST ,BLOCK \ \ t ^� t O SD
P �
REMOVE EX. METER , 1• \ �" \ ' oc4ESTlc O ' �A
1 n +' I� • } WATERLINE EASEMENT /,I
AHD', SALV .GE TO CRY SHOPS t t ,. \ -• 7 I / /' /
t t `
! `StfF BLOW -UP DEGVL �10W{
L
i O a REMOVE EX. HYDRANT AND 3
SALVAGE TO CITY SHOPS , \ t - , ' o�.-8� Q
t s - t M
FLxFL
\ t
4 i
O
t / o
o FIxW
o ,
� '1 , 4 � � ,r � � 504
a t1 � `
INAL CO EC 0 � _ ,
nd AFTER ALL TESTIN ;. POLYPI SING, AND j\ C \ ` ,.5� t \\ ''v tt ��k,7�IRll 9OLX z84
1 ♦ o o
DISINFECTION, REA OVE TEMF CAPS AND BLOCKING ,' Y" 1 0 )
a AND CONNECT TO EX. 10' ITH S SD BLOCKING 1 1 \' a t t t DOZE= MEFR(10iIIA.YM.0) t STA 0+ B 117 1p
(� /
' , a ' \ � \ A10 2' A86CATpN YE1FR.8 348
�
' o AND SPOOL AS REQUIRED t 1 \ t E<. WATER WE t\ 4.214.8 2b VA(1J8.2. STA t1
cxtolwlcluwx STA 0+09(9851.6;10137.2) T) REMAIN o \ � (10118.8.10228.4) J t
CONNECT TU IX. 10' WATER MAIN 515 \ 1- 8'x2'TAPT TEE 4 ✓� ' ,�,
10 p 1- 10'GATE VAWE(WxFL) `•' \ \\ 1- 2'GATE VALVE - t
1- 10'xtl' x10' TEE (WXFLxFL) 380 3g0.
-I to I-� 1- 10•x9• REDUCER(FLxFL) 36LF ero .y ;
EL t 'POLYPIGGING' 1- 8'GATE VALVE(FLxMJ) j t..� 0 I• t YL'f
10 x10' VERTICAL CROS;(MJxF) 1- THRUST BLOCK 4. 4.5 �. 311z n . ^ >1 r'� , w•' =~ V r STA 0+000(10140.8.10 FDC 6 "PTV
IC BLIND FLANGE(ON BC ITOM OF CROSS) �TYP I�, S0 \ I, G rLr 1,. REPLACE EXISONG MN�
10 BOND FLANGE W/ 2' TAP AND 2' PLUG(TOP OF CROSS) NOTE: STA 0 +00 =STA t J 06? r /- ,_Aram e �QQ� FROM THIS POINT �`
10' PLUG(MJ) W /2' TAP AND 2- EMP BLOWOFF ASSEMBLY 2 +15.7(W -1802) \, \
TE IP BLOCKING \` , ... ��Q TTODK 8E
t t ,I' t
\ ➢
WITH 3 0 COVER
„ .. Mq
z LDhtl ECTION /TESTING DETAIL(TYP) EX. SEWER LINE -� K " SE.. -
g TO REMAIN +_ _ -''"'� YOUI GS WAY _ -" ��. Na 1 -FIRE HYDRANT
�, 86 dd IX. FlRE HYDRANT I !A!\E° " - APPRO FD ASSEMBLY
SECTION 21, T23N, R5EAM. o; 1 Oda ' ,O REMAN �'... -Y
w. 3 \\ I=NSTALL •NEW STORZ /
w_ ;..•� "... � + •, ...... '' ADAPTOR - - AWOL
O� MOO, �' �-1801.90: .o5 2e so �' - _ 2" DOMESTIC METER
t y, . GATE VALVE FLxMJ a:.. I A PROVED 1 6 100000/ rP:VED,, ���� ±' t
- DAT� p1r6U4/1 h
eY �� ✓ G_ DAYI ZZ 0
f0A 1L /VQ.
PL.4NN/
/ G //VEER
/ILL EN
C � a�
t
i
t 'L
I NW • 81MIE B7D9 •G10
HARBOR WA9B956
YMRC DRIVE � S
619201 r<" SCANNED FEB EWER PLAN O 4.2
R C
E 5 WATE S S
1ffi'IItSS 12 24 00
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