HomeMy WebLinkAboutzS-2777SetI
�- DATER AND SANITARY SEWER EXTENSION PLAN
N ° INSTALL:
IX. FIRE RE HYDRANT AND 1 -12' TAPPING TEE (MJxFL) p
VALVE TO BE REMOVED
-401 1 -12" GATE VALVE (FLzMJ) p
Yi INSTALL
� 1 6° BLIND FLANGE CONC. BLOCKING
IL CONTRACTOR TO FIELD VERIFY II ( Q
iY O EX HYDRANT TEE VERTICAL AND HORIZONTAL p
W' LOCATION OF IX. WATERMAIN II w CJ�
°Ca -IN+ BY CITY FORCES EX. SDMH#14155
Lu Z 1 -12" CROSS (MJxFL) ON EX. 12" W
co Z O 2 -12" GATE VALVE (FLxMJ)
1 -12" GATE VALVE �MJ) IF =1,.1d E (5a" CMP) C'7
1 -12" NIPPLE IL- =10.09 N (in" 1'MF) -..� r7"
< EL Z _ I C01N1RACTL0, TO FIELD VERIFY 5 LF 12' D.I. 5 LF 12" D.I. dl ; R 2SM2 A74154 Q
Z Z = �..._. _._.. _ 'I a a ?_ ;; _ �i . y __C__ .. .__ .__._�__._ _ _ _ _ _ _- _ _ r ._ -p. .. ..___ -.._ r _ _ _. IE =1.76 N O
....._ .. ..... 1
O co EX. WATER VALVE LOCATION OF IX. WATERMAIN ' IE =1.76 S Z
POWER VAULT CC
(a IX. FIRE HYDRANT S8T30'52 "E 1341.10' 1 -12A GATE VALVE MJ 1-12- GATE VALVE MJ R.P,. BLDG Q
Z IW- Z I o
LX Q 76 LF 72° D.I. I .. .. I EASEMENT TYP. ROW i POPLAR TREES �I n EX. WATER O
LC _....__ , 4 •. U
r - -- 7 7 1 .1. - a MANHOLE
MIRF Lui 385 LF 12' D.I. 1 1 3
Q 12 W Z
3 • x Y1 I c IG I 'q I C�
vfm _j
�N INSTALL I INSTALL., I I J
;f O STa 29 +81.00 EXT. I O 5TA. +2 .6
/ + 1- 12'x6" TEE (MJxFL) - ........._ :
INSTALL:
7 -72° PLUG W 2 TAP O STA. 31 +38.66 I 3
' - AND BLOWOFF ASSEMBLY I 2" DOMESTIC METER 1 -6" GATE VALVE (FLxMJ) INSTALL;
. CON,. BLOCKING 1- 12 "x6" TEE (MJxFL) I AND SERVICE LINE 26 LF 6" D.I. a 22+95.
24 L GATE VALVE (FL1cMJ) 1-FIRE HYDRANT ASSEMBLY 1 -12' TEE (MJxFL)
( I._ PER CITY OF RENTONSiDS. 1 -12" GATE VALVE (FLxMJ) i - -_-
24 LF 6 " D.I. I
RIM =25.1 1 -FIRE HYDRANT ASSEMBLY I SEE DETAIL SHEET CONC. BLOCKING
G --- i
IE =14.76 PER CITY OF RENTON STDS. GONG. BLOCKING
a ° 48 LF 6" SEE DETAIL SHEET 15' WATER
o y I PVC O 2.07. CONC. BLOCKING EASEMENT (TYP.)
p pcu1 z m.22 - ' _ SSMH 3
�'- W W SOLID LOCKING LID
w '
3 � RIM =24.15
E"-I ¢ Q IE =13.80 (6" IN) I I 1L
�! - -- IE =13.70 (8° OUT) INSTALL-
(L + _._ ---- Z
�w
id
E- w as I ' I ) O 16 LF 2.07.6" P/C I 1- 12 "x6" TEE (MJxFL) - Q !�
U mo BUILDING A 1 -6' GATE VALVE (FLxMJ) _._.__ I U
e
E RIM =25.1 ! 26 LF 6' D.I. - - -.. -- ! -- a- "'S a
.5 `w _ F.F. 26.0 1 -FlRE HYDRANT ASSEMBLY
5 E � IE =14.12 PER CITY OF RENTON STDS. , I� Z
E w -I _INSTALL i SEE DETAIL SHEET I JAI ._i I w UJ N
rn•- G o GONG. BLOCKING LLM Z
cN 1- 12 "x6" TEE (MJxFL) I ~ r_+y+
1 -6" GATE VALVE (FLxMJ) I U�Hi J. -B ^X _. U) UJ
7 -12' NIPPLE 9+90.27
aCj ) 1 -12' COUPLING I 1 -12" 22.5• BEND (MJ) i 0 I 4. m
_. 23 LF 6" D.I. I BLOCKING --- "
]<nn ] 43 LF 6" 1 -FIRE HYDRANT ASSEMBLY CONC. BL , W a.
ON
PVC O 2.0% PER CITY OF RENTON STDS. 9%20+27.94 w ___.._
' SEE DETAIL SHEET } I V
Qg ? r RMC 25.1 3- BOLLARDS R PROTECTION I METER W/ BACKFLOW (O [vA
1 IRRIGATION i'.• rr -
a IE =13.67 PREVENTION DEVICE PER Y
o CONTRACTOR TO FIELD VERIFY - - -- I w
�< (
VERTICAL AND HORIZONTAL I CITY OF RENTON STDS. _
LOCATION OF EX. INATERMAIN
' SPRINKLER ROOM
NUS O
SSCO
RIM -25.1 ALL UNTE� PIV,: W/ D.D.C.V. ASSE LY
IE =13.02 - - I .
DB L 2 INSTALL, J t l
A"
n/
r
13 LF n�9(4 g E H 1 (MJxFL)
O 2.O -10" GTE VALVE (FLxMT 4 HANDI TOP SIGN I IX. 25' ESMT. 4
2 NIPPLE 1 h RAMPS N2 COUPLNG
COC. BLOCKING
LD
-TB BE -REMOVED ------------- - - -- -- ----- - - - - ----- --- - -- -_ _ _ _ _ _ - --
PR UN 83 LF 12 "D.I
VERTICAL AND HORIZONTAL -
LOCATION OF EX. WATERMAIN '
IX. WATER MAN 12 W i
--- o ----
______ _____________ ____ ______ ______ _ ___i iE 7Z'CMP= 0.
ADJUST RIM TO _`-- -- 4[. -- -- --- --- - - - -- INSTALL: 7 " _.
OSTa4+ .7
� � m IX. WATER MAN I ._.. EASEMENT (1YP.) 1 -8' 45' BEND (MJ) MP_1 i6� ./J ,��,.: TEL• B0. a 20MH _w
�' I u I GONG. BLOCKING IE 72 "�: j
o ADJUST RIM TO G I INST ^ IF 72" M 1 J IEE pp 6 N _
�N INSTA L• I O STa 41 +87.76 w IE�2.S6j ; ~ c5�
I 1 -12 x10 � TEE MJxFL) IX. 12" WATERMAIN - 156 LF 8" DID- i O z W
53 0 ' NA NE 1- 8'x6" TEE (MJxFL)
p 'E 1 10" GATE VALVE (FLxMJ) TO BE ABANDONED 1 -B" PLUG (MJ) N
1 12" NIPPLE AND ESMT. VACATED /
1 -6" GATE VALVE (FLxMJ) 1� �j5 k'I • W �'
s , 1 -12" COUPLING 10 LF 6' D.I. Q 2 F I - IA c rz
V C CONC. BLOCKING 1-FIRE HYDRANT ASSEMBLY / 9 /� z w
. a• CONTRACTOR TO FIELD VERIFY PER CffY OF RENTON STDS. h 0 I I IX. WATER w N
0 o a I [ VERTICAL AND HORIZONTAL I SEE DETAIL SHEET I �, I +n MANHOLE Q r1 N N p
LOCATION OF EX. WATERMAIN GONG. BLOCKING I / o C WATER o io N co
SPRINK ER ROOM I I / y +o f.• r z ao W
o i W/ D.D C.V. ASSEMBLY
I3 u) to ul
WALL MOUN7�ED IPN® I® I� I® I® I in I® i® I® I® I® I® I® I® I® I I M I M I M I® I I M I® I M I I I ®I 1 +I I `��� �� I' 1 1 ®I I' ( 1 i I- w co O
m W S 2 INSTALL: MATCHLINE SEE SHEET C6 O STA. 19 +0 .07 - sra 40 +00.00, Y v v N 2777oi W SOLID LOCKING LID x xr 0 STAx81 TEE (MJxFL)
RIM =22.5 1 -6" GATE VALVE (FLxMJ)
%IE =12.20 8" IN) 1 -12" NIPPLE p •O
12.10 8" OUT) 24 LF COUPLING 1 -8' CdTE VALVE (FLxMJ)
24 LF 6" D.I.
1-FIRE HYDRANT ASSEMBLY \ CONC. THRUST BLOCKING oKWAS
PER CITY OF RENTON STDS. p� `-5 LF 72' D.I. QP,.4' V l'
SEE DETAIL SHEET N ®TES; ®_L ,0N Q =
GONG. BLOCKING " w
3- BOLLARDS FOR PROTECTION i) THE BACKFLOW PREVENTION DEVICE FOR THE ' 1 -12" GATE VALVE MJ /
CONTRACTOR TO FIELD VERIFY ( ) f
VERTICAL AND HORIZONTAL FIR FLOW LINE NEEDS DE OF THOS TEDL IN E /STER����� �V►
LOCATION OF EX. WATERMAIN '1`SXON CGS br gJ
p 2) INSTALLATION OF NEW WATERMAINS SHALL AL E 0 GOB
Ln REQUIRE INSTALLATION OF POLYETNYUENE WRAP. ra illool FMAPFWVAL EXPIRES
g� Aeo�w
6A -W S"nom CITY OF RENTON
�r FOR APPROVA1.9 /M /fit E>EPAFR-ruera-r ^*= °tJgL_I^ r>o.IKs
BY
o N- s /�s�� WATER AND SANITARY SEWER
EX i ENSSION PLAN
°END __XH oA1e 1 /z1 /9s ENO.
2 REVISED PER CITY REVIEW JGH DKB 1/5/99 H
+" 1 REVISED PER CITY REVIEW JGH DKB 11%/98 AS SCALE 1' =40' FIELD 1
D no�_r'Aae_
4 f Z t yyyy�p s 17i , NO. AEY190N By APPfi. DATE A _C5 -15
h 1e: h': \SUSKYKOJ\ 5911 \LNUINLLKINU \59111WS1.UWU Date /Time: 05/06/1999 0938 Scale: 1 =40 joson Xrefs Z59111S.Z59111T.Z591116, CO. �•�/- 2%1�0� C� -272 ®/ �.n,�® )
SCANNED )CT - B 1999
vr�
"' 01 L L I rim: 66 0
1
L
(MJ)
LOCATION OF EX. WATERMAIN I MST IE -7.15 W (tL" .; Ci \ CONC. BLOCKING / i �� b
y - C I w 44 LF 6° PVC 9 bIA 22 +BEND MJ !E=7.05 E ;'2' CON")
/ �3
�� G I ( ) ADJUST RIM TO NEW GRADE
w
®Q o E I ; O 2.0x CONC. BL CKING Co
E-i < ... I ., c, I INSTALL: \ 6 / "�
2 - 21 LF 6" PVC I ; " RIM =25.1 EX_ SSIJH -'I ?K2 15' CITY OF RENTON O STA. 14 +75.52 �a^r' Z7• / 6� ! IL
Zw O 2.0% I i IE =11.65 R'A -23 _ I ROADWAY AND PUBLIC UTILITIES 1 -12" GATE VALVE (MJ)
z
I-� W � a I SSMH 1 IE 9.3, W I � ,ONC'' `� EASEMENT, REC. N0. 7406IT OS - •y5 5 I a
M, SSCO I W SOLID LOCKING LID IE 9.J3 F - / �d Oa Off? _. _ -- - -C,- U O
c RIM =25.1 ] Q ADJUST RIM TO NEW GRADE'S I
E IE =11.10 RIM10.60 WA. 12+26.49
0/�
d IE =70.60 (NEW 8' IN) I 2' DOMESTIC METER / - \ / V
m E I IE =10.50 (EX. 12') •� I AND SERVICE LINE 1 / °' \\ / / i .55 UJ z
8 '
N \ E 0a w N Tz
o \E
a .. ., .. L
Is
a 12 5 EXIST. ` Q
12W I 10 2" DI / / FXIST. 12' SS7� - m = Z
4 F 157 LF 12" DI \p a I I �•-
w
= gT�` 1 I J O
- - 2 LF i
.15' W�T R _ S'I's3a3 i _i �� 4
" D.I. 5 2 it � Q
M ) ' EX. SSMH ,0' H 72' - - uJ w
--- CAT) -DOF RENTON (n
I
g1 - ,2 RIM 18.58
35 �p2 IE 7 15 W 0" CONC) ROADWAY AND w
INSTALL IE- 738 F (12" "ONC) UTII111FS EASEM T Y
INSTALL .' _._...._ .. i �'" O�j1� O SIA 14+ REC. NO ;407190`_,72 _ Q
"CUT -IN" BY CITY FORCES �_ 1-� ''l/ 1�"^' _
- -- g.2 1-12'x6' ( ) O
1 -12 U W/ 2" T, ' / STA 9 +95.62 _ �- 9 /= S pg' - 1 -6' GATE VALVE (FLxMJ)
yz = z BIL I 1 -12' CROSS MJxFL ON EX. 12" W �- / I , q 0? 35 pg'35•E 100. i - - - - - - - -21 LF 6' D.I. - - - - - - - - - - - - -- - - -- - - - - - [x-SSMIi - ----'f - - - -)'
AND BLFF ASSENT Y ( ) = I
o o CONC. KING 2 -12" GATE VALVE FLXMJ) 1-FlTE HYDRANT ASSEMBLY RIM ='4.01 M
GAIE_YALVE MJ .. - I _ PER CITY OF RENTON SIDS.
_ 35' - - ) WATER- Y"
_LAY- IE =6.75 N 12" CONC
.x II 3 -12' SLEEVEES -. _.._._. .._ 58423'35"`N i0' X00.5 %� I I IE =6.76 112" CONC) �� m w� VAL<
7 SEE DETAIL SHEET r
CONTRACTOR TO FIELD VERIFY i _ - 4p835 E .ice i CONC. BLOCKING z I I FIRE
V41
I VERTICAL AND HORIZONTAL /' -I N� HYD. LD
LOCATION OF EX-WATERMAIN i� 1 - -. -.�� /
/ 99.65' - Ex. SSMH - JJ
1 8423'35" RIM =20.55 !�
11 WAIER�VALVE _ .)20 E _ I IE =6.55 W (12" CONr ) r^'- I i F'-•
U� - i
T TO NEW GRADE i /S G INST I _ 1 IE =5.55 E !, 12" CONC,
- I "E O STA. 17 +53.01 KEYNOTES
35 I __ _ ..
08 I I 1- 12 "x6" TEE (MJxk'L) I Z
1 -6" GAT VALVE QFLXMJ) Oj 70' MINIMUM VERDCAL AND HORIZONTAL W
g6• I •�-� 23 LF 6-1 D.I. CLEARANCE; MINIMUM CLEARANCE PROVIDED I O zw
1 -FIRE HYDRANT SEMBLY Is 16'+ HORIZONTAL AND 13'+ VERTICAL I I I X
PER CITY OF RENT ON SIDS. I - W Q a
i i I SEE DETAI SHEET I I c
a - - - OB3h -'CONC . BL�CKING I I w
0 o Q y- N6 /' ,!•'"` I Q r*; N N Z
=' I PHASE 1 Co N r' Z&s
T I N
rnrn DJ 5Z �" A / I I I I c I I Z01 to 00 WW
� � a . S6 I �•yb 556 �� �!l l
r T I I I l i t N Z o 0 �
NOTES; o � Y cZi
1) THE BACKFI-OW PREVENTION DEVICE FOR THE
I I I I FIRE FLOW LINE NEEDS TO BE LOCATED IN THE 1 dD
SPRINKLER ROOM OUTSIDE OF THE BUILDING.
K• B g m
I I 2) INSTALLATION OF NEW WATERMAINS SHALL �� OF VA
I
N r^•I I I I i I� l I I `_5 REQUIRE INSTALLATION OF POLYETNYUENE WRAP. 15' ROAD EASEMENT
]-REC. NO OP �
qi J p
i
<4✓ I f ELI ST EE�E%
c.
o I �TiONAI ENS\ n
I I I I I S' EXPIRE 7AM � V O CO
I ; I
KW AMWIVAL I+m CITY OF RENTON
;
;
;
,
yli'
- - - - - - - - - - - - - - - - - - - - - -_ -
FOR AOp,�PF1QyAL DEPARTMENT OF= PUBLIC WORKS
- - •i
Bye, % .vr a�~
BY WATER AND SANITARY SEWER z
BY ('!v ,e ,t/? EXTENSION PLAN M
I I I I DESKIM0 JGH 1 21 98 O
N.- °z Wr*`t'�a77' I 1
JCH DAIS
4 W w�1. "' i 2 REVISED PER CRY REVIEW JGH DKB 1/5/99 auwN
1 REVISED PER CITY REVIEW JGH DKB 11/2/98 oHEgc� AS SALE 1 " -4O' P8DlfOClS_pARe_ uj
Nc. IEMM eY APPR nAle ArrAOVED - M EE7 Cr� X15 V
File: P� \SDSKPROJ \5911 \ENGINEERING \59111WS2.DWG Date /Time: 05/06/1999 09:30 Scale: 1 =40 joson Xrefs: Z59111S,Z59111T,Z591118, Lu
CQ ,• W -J 77,702 177745 2 &Ciiw 04 / SCANNED XT - $ X999
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WATER AND SANITARY SEWER EXTENSION P
PLAN
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1' -40'
Q
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=12.58 I
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INSTALL: 110104 1
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1 -12 x6 TEE MJxFL L
L- - - - _ - \
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1 -12" COUPLING ; IN F.F. -26.0 - /� ';• ��• %' ,� .� i
d o .
LOCATION OF EX. WATERMAIN I MST IE -7.15 W (tL" .; Ci \ CONC. BLOCKING / i �� b
y - C I w 44 LF 6° PVC 9 bIA 22 +BEND MJ !E=7.05 E ;'2' CON")
/ �3
�� G I ( ) ADJUST RIM TO NEW GRADE
w
®Q o E I ; O 2.0x CONC. BL CKING Co
E-i < ... I ., c, I INSTALL: \ 6 / "�
2 - 21 LF 6" PVC I ; " RIM =25.1 EX_ SSIJH -'I ?K2 15' CITY OF RENTON O STA. 14 +75.52 �a^r' Z7• / 6� ! IL
Zw O 2.0% I i IE =11.65 R'A -23 _ I ROADWAY AND PUBLIC UTILITIES 1 -12" GATE VALVE (MJ)
z
I-� W � a I SSMH 1 IE 9.3, W I � ,ONC'' `� EASEMENT, REC. N0. 7406IT OS - •y5 5 I a
M, SSCO I W SOLID LOCKING LID IE 9.J3 F - / �d Oa Off? _. _ -- - -C,- U O
c RIM =25.1 ] Q ADJUST RIM TO NEW GRADE'S I
E IE =11.10 RIM10.60 WA. 12+26.49
0/�
d IE =70.60 (NEW 8' IN) I 2' DOMESTIC METER / - \ / V
m E I IE =10.50 (EX. 12') •� I AND SERVICE LINE 1 / °' \\ / / i .55 UJ z
8 '
N \ E 0a w N Tz
o \E
a .. ., .. L
Is
a 12 5 EXIST. ` Q
12W I 10 2" DI / / FXIST. 12' SS7� - m = Z
4 F 157 LF 12" DI \p a I I �•-
w
= gT�` 1 I J O
- - 2 LF i
.15' W�T R _ S'I's3a3 i _i �� 4
" D.I. 5 2 it � Q
M ) ' EX. SSMH ,0' H 72' - - uJ w
--- CAT) -DOF RENTON (n
I
g1 - ,2 RIM 18.58
35 �p2 IE 7 15 W 0" CONC) ROADWAY AND w
INSTALL IE- 738 F (12" "ONC) UTII111FS EASEM T Y
INSTALL .' _._...._ .. i �'" O�j1� O SIA 14+ REC. NO ;407190`_,72 _ Q
"CUT -IN" BY CITY FORCES �_ 1-� ''l/ 1�"^' _
- -- g.2 1-12'x6' ( ) O
1 -12 U W/ 2" T, ' / STA 9 +95.62 _ �- 9 /= S pg' - 1 -6' GATE VALVE (FLxMJ)
yz = z BIL I 1 -12' CROSS MJxFL ON EX. 12" W �- / I , q 0? 35 pg'35•E 100. i - - - - - - - -21 LF 6' D.I. - - - - - - - - - - - - -- - - -- - - - - - [x-SSMIi - ----'f - - - -)'
AND BLFF ASSENT Y ( ) = I
o o CONC. KING 2 -12" GATE VALVE FLXMJ) 1-FlTE HYDRANT ASSEMBLY RIM ='4.01 M
GAIE_YALVE MJ .. - I _ PER CITY OF RENTON SIDS.
_ 35' - - ) WATER- Y"
_LAY- IE =6.75 N 12" CONC
.x II 3 -12' SLEEVEES -. _.._._. .._ 58423'35"`N i0' X00.5 %� I I IE =6.76 112" CONC) �� m w� VAL<
7 SEE DETAIL SHEET r
CONTRACTOR TO FIELD VERIFY i _ - 4p835 E .ice i CONC. BLOCKING z I I FIRE
V41
I VERTICAL AND HORIZONTAL /' -I N� HYD. LD
LOCATION OF EX-WATERMAIN i� 1 - -. -.�� /
/ 99.65' - Ex. SSMH - JJ
1 8423'35" RIM =20.55 !�
11 WAIER�VALVE _ .)20 E _ I IE =6.55 W (12" CONr ) r^'- I i F'-•
U� - i
T TO NEW GRADE i /S G INST I _ 1 IE =5.55 E !, 12" CONC,
- I "E O STA. 17 +53.01 KEYNOTES
35 I __ _ ..
08 I I 1- 12 "x6" TEE (MJxk'L) I Z
1 -6" GAT VALVE QFLXMJ) Oj 70' MINIMUM VERDCAL AND HORIZONTAL W
g6• I •�-� 23 LF 6-1 D.I. CLEARANCE; MINIMUM CLEARANCE PROVIDED I O zw
1 -FIRE HYDRANT SEMBLY Is 16'+ HORIZONTAL AND 13'+ VERTICAL I I I X
PER CITY OF RENT ON SIDS. I - W Q a
i i I SEE DETAI SHEET I I c
a - - - OB3h -'CONC . BL�CKING I I w
0 o Q y- N6 /' ,!•'"` I Q r*; N N Z
=' I PHASE 1 Co N r' Z&s
T I N
rnrn DJ 5Z �" A / I I I I c I I Z01 to 00 WW
� � a . S6 I �•yb 556 �� �!l l
r T I I I l i t N Z o 0 �
NOTES; o � Y cZi
1) THE BACKFI-OW PREVENTION DEVICE FOR THE
I I I I FIRE FLOW LINE NEEDS TO BE LOCATED IN THE 1 dD
SPRINKLER ROOM OUTSIDE OF THE BUILDING.
K• B g m
I I 2) INSTALLATION OF NEW WATERMAINS SHALL �� OF VA
I
N r^•I I I I i I� l I I `_5 REQUIRE INSTALLATION OF POLYETNYUENE WRAP. 15' ROAD EASEMENT
]-REC. NO OP �
qi J p
i
<4✓ I f ELI ST EE�E%
c.
o I �TiONAI ENS\ n
I I I I I S' EXPIRE 7AM � V O CO
I ; I
KW AMWIVAL I+m CITY OF RENTON
;
;
;
,
yli'
- - - - - - - - - - - - - - - - - - - - - -_ -
FOR AOp,�PF1QyAL DEPARTMENT OF= PUBLIC WORKS
- - •i
Bye, % .vr a�~
BY WATER AND SANITARY SEWER z
BY ('!v ,e ,t/? EXTENSION PLAN M
I I I I DESKIM0 JGH 1 21 98 O
N.- °z Wr*`t'�a77' I 1
JCH DAIS
4 W w�1. "' i 2 REVISED PER CRY REVIEW JGH DKB 1/5/99 auwN
1 REVISED PER CITY REVIEW JGH DKB 11/2/98 oHEgc� AS SALE 1 " -4O' P8DlfOClS_pARe_ uj
Nc. IEMM eY APPR nAle ArrAOVED - M EE7 Cr� X15 V
File: P� \SDSKPROJ \5911 \ENGINEERING \59111WS2.DWG Date /Time: 05/06/1999 09:30 Scale: 1 =40 joson Xrefs: Z59111S,Z59111T,Z591118, Lu
CQ ,• W -J 77,702 177745 2 &Ciiw 04 / SCANNED XT - $ X999
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SEWER PROFILE
SCALE: 1' =90' HORIZONTAL
1' =5' VER77CAL
SANITARY SEWER NOTES AND SPECIFICATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON. UTILITY
DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS.
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS
OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES,' PARTIAL
OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT,
FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION"
PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF
RENTON STANDARD SPECIFICATIONS.
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
5. A PRECONSTRUCTION CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
(INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATNE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE' OF BACKFILLING ALL CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF
WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB ! TE WHENEVER CONSTRUCTION IS IN PROGRESS.
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH
HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES,
MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED
LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH.
MATERIALS TO COMPLETE THE FILL OVER PIPE' SHALL BE THE SAME AS DESCRIBED.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED
ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATUNE CUT WITH SAW IN A
CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT
HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
14. ALL DISTURBED AREAS SHAD_ BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT
FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1)
OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE
NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION
OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY
DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM
D 3034, SDR 35, OR DUCTILE IRON CLASS 5D.
17- IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA,
COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
MORTAR
FILLET
MANHOLE FRAME AND COVER
SEE DRAWING BR29
(WITH LOCKING LID AND
COVER. IN CITY l
ADJUSTMENT (4" MIN.)
CONE
RUBBER GASKETED JOINTS
IN ACCORDANCE WITH ASTM C -443
STEPS - 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC-,
OR APPROVED EQUAL.
MAX. PIPE SIZE - 21" LD
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
NOTE:
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WTH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE -
SANITARY MANHOLE TYPICAL DETAIL
File: P: \SDSKPROJ \5911\ ENGINEERING \59111PS ?.DWG Date /Time- 05/06//1599 09:42 Scale: 1 =40 josoa Xrefs: Z59111P1,Z591118,
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SEWER PROFILE
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SANITARY SEWER NOTES AND SPECIFICATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON. UTILITY
DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS.
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS
OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES,' PARTIAL
OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT,
FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION"
PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF
RENTON STANDARD SPECIFICATIONS.
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
5. A PRECONSTRUCTION CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
(INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATNE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE' OF BACKFILLING ALL CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF
WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB ! TE WHENEVER CONSTRUCTION IS IN PROGRESS.
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH
HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES,
MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED
LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH.
MATERIALS TO COMPLETE THE FILL OVER PIPE' SHALL BE THE SAME AS DESCRIBED.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED
ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATUNE CUT WITH SAW IN A
CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT
HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
14. ALL DISTURBED AREAS SHAD_ BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT
FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1)
OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE
NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION
OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY
DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM
D 3034, SDR 35, OR DUCTILE IRON CLASS 5D.
17- IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA,
COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
MORTAR
FILLET
MANHOLE FRAME AND COVER
SEE DRAWING BR29
(WITH LOCKING LID AND
COVER. IN CITY l
ADJUSTMENT (4" MIN.)
CONE
RUBBER GASKETED JOINTS
IN ACCORDANCE WITH ASTM C -443
STEPS - 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC-,
OR APPROVED EQUAL.
MAX. PIPE SIZE - 21" LD
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
NOTE:
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WTH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE -
SANITARY MANHOLE TYPICAL DETAIL
File: P: \SDSKPROJ \5911\ ENGINEERING \59111PS ?.DWG Date /Time- 05/06//1599 09:42 Scale: 1 =40 josoa Xrefs: Z59111P1,Z591118,
_ � L
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RECOnENDED
FOR APPROVAL
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REVISED PER CITY REVIEW
REVISED PER CITY REVIEW
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CITY OF RENTON i
1::'EPARTMll OF PUBLIC WORKS
SANITARY SEWER EXTENSION
PROFILE, NOTES AND DETAILS
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2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS
_ OTHERWISE APPROVED IN WRITING. BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES, PARTIAL
- OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT,
a FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
_ 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION"
PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF
RENTON STANDARD SPECIFICATIONS.
T 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
o a VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
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T C (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILUNG ALL CONSTRUCTION.
N 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF
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7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
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HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT
FOR THE PREVENTION OF ON -SITE EROS!ON AFTER THE COMPLETION OF CONSTRUCTION.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1)
OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE
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File: P: \SDSKPP.OJ\5911 \ENGINEERING \59111PS1.DWG Date /Time: 05/06/1999 09:42 Scales 1 =40 jason Xrefs: Z59111P1,Z59111B,
MORTAR
FILLET
MANHOLE FRAME AND COVER
SEE DRAWING BR29
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ADJUSTMENT (4 " MIN.)
CONE
RUBBER GASKETED JOINTS
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COLOR OF COATING SHALL BE WHITE.
SANITARY MANHOLE TYPICAL DETAIL
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SANITARY SEWER NOTES AND SPECIFICATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY
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DEPARTMENT AND THE LATEST EDHION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS.
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS
_ OTHERWISE APPROVED IN WRITING. BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES, PARTIAL
- OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT,
a FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
_ 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION"
PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF
RENTON STANDARD SPECIFICATIONS.
T 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
o a VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
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5. A PRECONSTRUCTION CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT
a SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
T C (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILUNG ALL CONSTRUCTION.
N 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF
WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
QI o OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
.. la 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
z ° 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH
r r o HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
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11. BACKFlLL SHALL` BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES,
q rn w MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED
LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH.
MATERIALS YO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
y x x } 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED
p m ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATUNE CUT WITH SAW IN A
CONTINUOUS. LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFlLL AND COMPACTION. A PERMANENT
HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT
FOR THE PREVENTION OF ON -SITE EROS!ON AFTER THE COMPLETION OF CONSTRUCTION.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1)
OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE
NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION
Z OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY
j i o DENSE UNYIELDING BASE. PIPF BEDDING SHALL BE PEA GIL",VEL 6 INCHES ABOVE AND BELOW THE PIPE.
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w 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKE T ED ASTM
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D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA,
COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
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File: P: \SDSKPP.OJ\5911 \ENGINEERING \59111PS1.DWG Date /Time: 05/06/1999 09:42 Scales 1 =40 jason Xrefs: Z59111P1,Z59111B,
MORTAR
FILLET
MANHOLE FRAME AND COVER
SEE DRAWING BR29
(WITH LOCKING LID AND
COVER IN CITY R /W)
ADJUSTMENT (4 " MIN.)
CONE
RUBBER GASKETED JOINTS
IN ACCORDANCE WITH ASTM C -443
STEPS - 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
MAX. PIPE SIZE - 21" I.D.
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
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NOTE:
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR,
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE.
SANITARY MANHOLE TYPICAL DETAIL
ASwin-DUE7 2 REVISED PER CITY REVIEW
1 REVISED PER CITY REVIEW
NO. REVISION
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RECOMENDED CITY OF RENTON
FOR APPROVAL OF PUBLIC WORKS
BY C, lkvt.1 ilT
BY SANITARY SEWER EXTENSION
BY PROFILE, NOTES AND DETAILS
DCS D ✓S 11 -18-99 DESIGNED J57i
JGH DKB 1/5/99 DRAWN "P.9-0 — IIDATE
_1/21/96 _- _- FILE NO.
JGH DKB 11/2/96 CHECKED /�" _ SCALE —__ JRE�OjK _PAC BY APPR. DATE APPROVED SHEET �!_�.4 OF��
2777ofZ SCANNED WAR 302000
SCANNED )CT - 81999
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