HomeMy WebLinkAboutzS-3325SetT'� X10230
EX ,WIRE FENCE 164.43' S88 °31'46 "E
o W� ,
TL #1023059139
I' STA 1 +12,.5.5'LT
S 48" SSMH #1 -TYP 9
RIM EL= 432.63
INV EL= 422.50
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GRAPHIC SCALE
zo o �o zo eo as
( IN FEET )
1 inch = 20 ft.
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7
20'INGRESS /EGRESS EASEMENT
+ ; REC NO. 9004111113 & 9005091478
L
t_ 1476.22' (CALC) I _ 0
- _ 0 +00 (.. o +so _.: - _8" 'X ._. w WD -9.1 WATER A.IN
- - 1 D -- -- -- t 0 8 W
C.O.R. MON #1848 FND 1- 2 BRASS - "- i� _ +00'-- - c� 892.11 DISC W /PUNCH MARK ON 4 "X4" CONC ----------------------- _ _ _
_
STA 0 +06, 4'LT
JQ I MON W /CASE Ex 4s° SSMH -TYP 1 - SEE DETAIL
RRIER
RIM EL= 417.85 PC STA 2 +03.24, 18'LT
(� (6/17/05) INV EL =41 1 BEGIN CURB R =30'
o " N= 183,691.4502 (RENTON) N E 10th STREET T/C = 430.30 STATION EQUATION )
L =47.95 STA 2 +50.57(NE 101 ST)-
N E- 1,300,377.4087 (RENTOI\T R=30.00' STA 4 +29.50 (CHEL N)
Delta= 91'3424" INSTALL STD MONUM17NT
�j WEST 1/4 OF SEC 10 -23 -5 STA 0 +00 AHEA
l FND 1 -112" BRASS DISC W /PUNCH STA 14 +76.22 BACK
MARK ON 4 "X4" CONC MON W /CASE MEASURED DISTANCE C. L. 137TH AVE SE -�
(6/17/05)
N= 183,748.6606 (KCAS)
o E= 1,671,255.9645 (KCAS)
_ 1 R OU
42 07 FR 3 7
I
.= 35' DEDICATED
RIGHT OF WAY
o
N
g o
\ I
THAT PORTION OF THE NE 1 /4 OF THE NW 1
STA 3 +96, 7'LT
48" SSMH #2 -TYP 1
RIM EL= 432.63
,INV EL= 419.68
J
Q
PC ,STA 2 +95.40 14'LT
/// BEGIN CURB R =20'
/ T/C = 43216
I
/ 38LF 8" SS PVC
//4 OF SECTION 10, TWN 23 N, RANGE 5 E, W.MFOUND
5= 10.71%
� d
N
r�, 3 +-00 -0- -
-78-
-
92t 3- 4-
+ 'LT
PT STA 2 _
ND OF CURB R =20'
5/ 8" REBAR
T/C = 43 2.36
I
& CAP
7.
FF= 428.00
z
EX CYCLONE FENCE
STA 1 +55
33LF 6" SSS
(L
`a
S =2.0%
INV EL= 422.73
x
W
C) w
N �• 2 TH S T.
20'JOINT USE
5
FF= 426.65
STA_
33LF =G" SSS �-
�
EASEMENT FOR
s= 20 %`,.
_
LOTS 4 & y
INV EL= 422.63
0
i
LEGEND
<
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'
CORNER 1 - 23- 5
® MON IN CASE
,.,...,
O
C.O.R. MON 159 FND 1-112"
0....
SURFACE BRASS MONUMENT v
_
�¢
W
1T
BRASS DISC W PUNCH MARK
FOUND REBAR &' CAP \X
OR IRON PIPE �QQ
N ,X
O
S 2 +27
1osL -6" sss
FF= 428.00
ln °.
N
Z I
N 4 "X4" CONIC MON W CASE
AT NN 12TH ST & UNION AVE
• SET 1/2- REABR & CAP h���^
Ls #9470 ry �`°
c4
°
NVE =4 _65
-
W
NE (6'17/05)
o�°
x
M
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co
Q I
N= 186,373.1000 (KCAS)
SECTION CORNER
z
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W 3 N
Z
r
E= 1671236.855 (KCAS)
4
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a
STA 2 +37 `- --
-- = - - -- - -- `
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Z x a
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1 4 CORNER o -5)
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1osLF -s" SSS_,
S�2.0%
- - --
t a a
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INIV EL 423.55
26'AC
pal'
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PRIVA
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E/ Lij
I+TY EASE NT Z
xr
FF 425.55 .
.55
FF= 429.00 w
;;e-
Nv
/
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n
0
STA 3 +10.5'
33LF 6" SSS
S =2.o °
INV EL =4
0 4
Ea
Q
,_-
N N
co
N N
�' U
PT STA 2R RT
-
I
END F CURB -30
- T/C = 430.45 -
>
FOUND'' 5/8» REBAR
FF= 426.00
(- _ __
STOP SIGN, &
C)
Q >
-
Y& CAP
.STA 1 +59 ;':
I EX HOUSE STREET SIGN
z
30LF -6" SSS
SEE DETAILS
70_BE
REMOVED
Q
F X
--.
INV EL -4 9.00±
4532 -
L17
STA 1 +49 ,'
r
r r
N
(f
TO BE USED S OR
CONTRACTORTO INSTALL
SERVICES UNDER STORM
PIPE
Q I
LOT 1 INV Et= 419.00±
CCL L
f
_
------ - - - - --
_ 1'`C A !lam
- --
r+r�
-
e.... ... .-.
TL #1023059139
I' STA 1 +12,.5.5'LT
S 48" SSMH #1 -TYP 9
RIM EL= 432.63
INV EL= 422.50
LO
I ,
CD
00 CD
N �
T CD
0
I
GRAPHIC SCALE
zo o �o zo eo as
( IN FEET )
1 inch = 20 ft.
I
N
I
z
O
W
I
7
20'INGRESS /EGRESS EASEMENT
+ ; REC NO. 9004111113 & 9005091478
L
t_ 1476.22' (CALC) I _ 0
- _ 0 +00 (.. o +so _.: - _8" 'X ._. w WD -9.1 WATER A.IN
- - 1 D -- -- -- t 0 8 W
C.O.R. MON #1848 FND 1- 2 BRASS - "- i� _ +00'-- - c� 892.11 DISC W /PUNCH MARK ON 4 "X4" CONC ----------------------- _ _ _
_
STA 0 +06, 4'LT
JQ I MON W /CASE Ex 4s° SSMH -TYP 1 - SEE DETAIL
RRIER
RIM EL= 417.85 PC STA 2 +03.24, 18'LT
(� (6/17/05) INV EL =41 1 BEGIN CURB R =30'
o " N= 183,691.4502 (RENTON) N E 10th STREET T/C = 430.30 STATION EQUATION )
L =47.95 STA 2 +50.57(NE 101 ST)-
N E- 1,300,377.4087 (RENTOI\T R=30.00' STA 4 +29.50 (CHEL N)
Delta= 91'3424" INSTALL STD MONUM17NT
�j WEST 1/4 OF SEC 10 -23 -5 STA 0 +00 AHEA
l FND 1 -112" BRASS DISC W /PUNCH STA 14 +76.22 BACK
MARK ON 4 "X4" CONC MON W /CASE MEASURED DISTANCE C. L. 137TH AVE SE -�
(6/17/05)
N= 183,748.6606 (KCAS)
o E= 1,671,255.9645 (KCAS)
_ 1 R OU
42 07 FR 3 7
I
.= 35' DEDICATED
RIGHT OF WAY
Li
\ I
Q
STA 3 +96, 7'LT
48" SSMH #2 -TYP 1
RIM EL= 432.63
,INV EL= 419.68
J
Q
PC ,STA 2 +95.40 14'LT
/// BEGIN CURB R =20'
/ T/C = 43216
I
/ 38LF 8" SS PVC
Q
5= 10.71%
� d
N
r�, 3 +-00 -0- -
-78-
-
92t 3- 4-
+ 'LT
PT STA 2 _
ND OF CURB R =20'
T/C = 43 2.36
I
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S'�0I4AL
E7CPIRE9 6/22/07
RECOMMENDED
FOR APPROVAL
BYA- -" DATE 'IRA
BY; ATEi9%
BY DATE
BY DATE
BY DATE
STA 4 +30, 19.50'LT
(CHELAN)
48" SSMH 1
RI
RIM EL= 432.76
INV EL= 415.61
CO'. 5 33250 f J10 $ o0,7
441
43f
43.
42f
421
42(
41f
41,
DA1 ELEV
410, 00
LOW POINT. ELEV = 431.53 HIGH POINT ELEV = 432.99
LOW POINT STA 2 +33.33 HIGH POINT STA = 3 +54.33
P\A STA 2 +50. PV( STA = 3 +50
P" ELEV 431.20 PVI ELEV = 433.20
A:D. 300 A.D. = -3.41
K = 33.33 K 14.67
Do. 00' vc 50.00' vc -
N I h +< A A M
M
e ¢ II
rri &j ' r
436
432 - _ 1.00% r- - 2.007 _ - -. -- _191 -__
- - - _ -
428 -
- - -- - -- - -- 3 LFF =8 0 PVC�I
424 -- - -- - - --- -- - --- - - -- "-
282LF 8 "4 PVC, 5 =1.0� = 10.71% ___
- 420 - -_
-- +12, -. 7 LL - -STR -t }65 +-37 - - STA 1155 - -- - --
48" SSMH #1 -TYP 1 tOgLF_a" ccc
- -- 432
428
�- - 424
-- 420
-- RIM EL 432.63
- --
+
O MO
.�
33LF-
- - -- -
-- -
�Z
g
- �NY�L- _422.G- a22G3_
__INV
EL_423.55
W
LL
1�
1 109LE -6" SSS
L.LJ O
STA 4 +30, 13'LT
o$
33LF 6" SSS �
o
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V)
m o°
SCALE HORIZ t� =20'
M
m 48" SSMH #2 - TYP 1
,X
V
n�
'�.
-
/�J >- w
n�
°a
RIM EL- 432.48
INV EL= 419.68
ro RIM EL= 432.42
a� INVEL= 415.61(IN)
I"-
z cf'
--
- �-
- - -
0 Q
a
INV EL= 415,51 (OUT)
N
EX. 70" WATER LINE
N.
-
i
_
F
=1 Z
STA 0 +06, 4'LT n
- EX 48" -TYP 1 f
n'
��
STA. 1 +49
30LF -6° SSS n�
aN
_KZ�
a°
MM
o STA 4 +30, H-TY T
EX 48" SSMH2
SSMH
RIM EL= 417.85 a
>Q Q�
S =2.0% vy
°a
da
R
O
b C
INV EL= 407.51
MATCH EXISTING
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gg33
O
INV EL= 415.61
N
O
Z
i4
x
w t x
441
43f
43.
42f
421
42(
41f
41,
DA1 ELEV
410, 00
LOW POINT. ELEV = 431.53 HIGH POINT ELEV = 432.99
LOW POINT STA 2 +33.33 HIGH POINT STA = 3 +54.33
P\A STA 2 +50. PV( STA = 3 +50
P" ELEV 431.20 PVI ELEV = 433.20
A:D. 300 A.D. = -3.41
K = 33.33 K 14.67
Do. 00' vc 50.00' vc -
N I h +< A A M
M
e ¢ II
rri &j ' r
436
432 - _ 1.00% r- - 2.007 _ - -. -- _191 -__
- - - _ -
428 -
- - -- - -- - -- 3 LFF =8 0 PVC�I
424 -- - -- - - --- -- - --- - - -- "-
282LF 8 "4 PVC, 5 =1.0� = 10.71% ___
- 420 - -_
-- +12, -. 7 LL - -STR -t }65 +-37 - - STA 1155 - -- - --
48" SSMH #1 -TYP 1 tOgLF_a" ccc
- -- 432
428
�- - 424
-- 420
-- RIM EL 432.63
- --
+
O MO
.�
33LF-
- - -- -
-- -
INV EL 422.50
- -- - -
- �NY�L- _422.G- a22G3_
__INV
EL_423.55
STA 1 +55
1 109LE -6" SSS
STA 3 +96, 71T
STA 4 +30, 13'LT
o$
33LF 6" SSS �
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o S =2:0%
INV EL- 423.65„-'
m o°
SCALE HORIZ t� =20'
M
m 48" SSMH #2 - TYP 1
a M " SSMH -TYP 1
NN
n�
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5 =2.0% MM
INV EL= 422.73 °a
n
a PERT 1' =10'. vy.
n�
°a
RIM EL- 432.48
INV EL= 419.68
ro RIM EL= 432.42
a� INVEL= 415.61(IN)
PROPOSED PROFILE--
- --
EXISTING +OVERAY
--
- �-
- - -
a
INV EL= 415,51 (OUT)
2+00 3 +00 4+00
CHELAN AVE NE PROFILE
PVI STA 1 +75
PVI -ELEV 429.06
A.D. _ -2.20.
K 22.70
°
+
O MO
p
i
w
---- - - -0�
�
PROPOSED PROFILE--
- --
EXISTING +OVERAY
--
- �-
- - -
a
EX. 70" WATER LINE
-
i
_
STA 0 +06, 4'LT n
- EX 48" -TYP 1 f
n'
��
STA. 1 +49
30LF -6° SSS n�
aN
oa
Mo
a°
MM
o STA 4 +30, H-TY T
EX 48" SSMH2
SSMH
RIM EL= 417.85 a
da
S =2.0% vy
°a
da
RIM EL= 432.42
INV EL= 407.51
MATCH EXISTING
INV EL= 415.61
1+00
NE 10TH STREET
440
436
432
428
424
420
416
412
*5 ®7-
RECOMMENDED
o��ogw' Tc FOR APPROVAL
BY _ DATE jj�b
70 W44
IL BY DATE
e1rPw 7;775-7 BY DATE
BY DATE ,
CASTING INLAND FDRY
SANITARY SEWER N O TES & SPECI FI CA T ONS I PROPERTY uNE
OR EQUAL. PT #714
w o _ SIDE SEWER MAIN TO , ` BUILDING SEWER `D SEE DETAIL 5 L4
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND N Q 25 ADJUSTMENT 4" MIN.
SPECIFICATIONS OF THE CITY OF RENTON U77LITY DEPARTMENT AND THE LATEST
EDI7ION OF THE WSDT /APWA STANDARDS AND SPECIFICATIONS. c' FUTURE
Z THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIA917ED TO 8:30
6" SEWER PIPE 6 -O-� BLDG SEWER
A.M. TO 3 :30 P.M. ON WEEKDAYS UNLESS OTHERWSE APPROVED IN WRITING BY W N CONE
THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES, 6" SIDE OUTLET TEE 2; 2 "Y.4" STUD SERVICE A3fARKER
PARTIAL, OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 ti PAINT UPPER PORTION WHITE MORTAR JOINTS
V) HOURS IN ADVANCE. 7HE POLICE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24
--� N HOURS IN ADVANCE al AND STENCIL ON SIDE WORD
Lij "SEWER" WITH 3" HIGH 4" MIN. STEPS -314" DEFORMED BAR
LLJ J. ALL CONS7RUC770N SHALL BE IN ACCORDANCE W177 -/ "STANDARD SPECIFICA7ONS ° BLACK LETTERS. STEPS SHALL BE INCLUDED
FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE
f O CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST ED177ON (APWA) AND 6„ SIDE SEWER 8c BUILDING SEWER Z
cx� CITY OF RENTON STANDARD SPECIFICATIONS. PLAN 6 112"
O W 1
Q 4. ALL LOCAT70NS OF EXISTING U77LITIES SHOWN ARE APPROXIMATE AND IT SHALL ^ b CONRETE RISER BY PIPE INC.
Z W 0 BE THE CON7RACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT 6" SIDE SEWER 48" OR APPROVED EQUAL
V) (n Z LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 1 :3:5 MIX NOTE:
Q CONCRETE 60' ALLOWABLE MAX SIDE SEWER SHALL HAVE A
cr ~ 5. A PRE- CONSTRUC770N CONFERENCE AND A 24 HOURS NOTICE SHALL BE REQUIRED BLOCKING FOR CAST OR MINIMUM 5' COVER AT PROPERTY MAX. PIPE SIZE -21" I.D.
PRIOR TO STARTING NEW CONSTRUCTION IT SHALL BE THE CONTRACTORS UCTILE IRON PIPE. LINE OR 3 -5' LOWER THAN THE
Z Q MAX LADDER -STD. ALUMINUM
RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING g'M /N LOWEST HOUSE ELEVATION, WHICH-
C) OR GALVANIZED STEEL.
Z Z CONSTRUC770N. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF 25' MIN EVER IS LOWER.
THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONCRETE SHELF
(¢ N077FY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILL ALL 6 "MIN <' HORIZONTAL
CONSTRUCTION. 6" 5 /DE OU7LET TEE
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF SEWER MAIN
EXISTING SEWER MAIN
N' CONS7RUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONC. BLOCKING ANGLE -6" SIDE SEWER
M . coNS7i?ucnoN sirE OF TEE AT MAIN OVER 25° MORTAR 4LET.
ELEVA TION ' 6 TEST TEE PRECAST BASE SECTION
M. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE TO BE INSTALLED �_ OR CAST IN PLACE
' 4I VI q o AND ANY RELATED PERMITS PRIOR TO ANY CONS7RUC770N Qv G AT CONNECTION 6" MIN.
a R
�� NOTE•
F 141i! � 3 N 8. PLANS APPROVED BY 7HE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE 0 CA �I I— 6" MIN.
m Z s Y v PRECEDENCE OVER ALL OTHER PLANS GVE �V MAKE TAP THROUGH CAST IRON
P� �E SADDLE SECURED TO SEWER MAIN
N RE
KITH STAINLESS STEEL BANDS SANITARY MANHOLE TYPICAL DETAIL
m z � ° a' 9_ A COPY OF THESE APPROVED PLANS MUST BE ON 7HE JOB SITE WHENEVER
1 z a P G
o IN (6 CONSTRUCTION IS IN PROGRESS. �pp� WHEN CONNECTING NEW SIDE (N TV
25' SEWERS TO EXISTING MAIN.
Z 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT TYP. SEE SHTS. 17 & 12
29 MIN SLOPE
j Z < e DRAWING OF 7HE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND HORIZONTAL VITRIFIED CLAY, PLAIN &
° SIGNED BY A LICENSED PROFESSIONAL ENGINEER OF LICENSED REINFORCED CONCRETE, D1 &
N PROFESSIONAL SURVEYOR TYPICAL `SIDE SEWER Cl PIPE SEWER MAINS ARE TO
ELEVA TION BE CORE DRILLED. NOTES1
" 11. BACKFILL SHALL BE PLACED EQUALLY ON B077-1 SIDES OF THE PIPE IN LAYERS 1, STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL
WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 81 INCHES, 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED a THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAX /MUM DENSITY. THESE SIDE SEWER SERVICE DETAIL. 3. CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL. PER DWG. BR29
COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE I
PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS HOT -MIX PATCH SHALL BE TYP. SEE SHTS. 15 & 16 5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
PLACED THIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT 6, ALL JOINTS SHALL BE GROUTED,
WI
$ 7. SANITARY SEWER MANHOLES. SHALL HAVE ALL INTERIOR
STANDARDS.
� SURFACES. INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATINGI
$ a 13. DATUM SHALL BE CITY OF RENTON, U_S.0 AND G.S. WASSER MC- CONSEAL OR APPROVED EQUALi
14. ALL DISTURBED AREAS SHALL BE SEEDED MULCHED OR OTHERWISE STABILIZED TO COLOR OF COATING SHALL BE WHITE,
THE SA77SFACTION OF THE DEPARTMENT FOR THE'PREVEN77ON 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- 023(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
a z THE FOUNDATION MA7ERIAL AS WELL AS PLACEMENT AND COMPAC77ON OF REQUIRED
a BEDDING MATERIAL TO UNIFORM' GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE
z WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING
SHALL BE PEA GRAVEL 6" 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 50.
o 17 IN UN- IMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18
INCH ABOVE FINISHED GRADE. IN PAVED AREA, COINER MUST SLOPE IN ALL
DIRECTIONS TO MATCH PAINING.
a_
2'0
a
r
W ^L
o ❑ 314" SPACES SPACED -314" 12 "0 I -4 314"
❑ ❑❑ o o AS INDICATED -HT. 1/8" FIBER JOINT
m o ❑ o PACKING
o
1 /8" RAISE-1/2" WIDE i/8 BEND ® �� ®�
1"
o BORDER
N 10"
z
9"
0
0
a. RECOMMENDED
FOR APPROVAL
W If PLUG TO BE SEALED IN SAME y
77 3 4" MANNER AS MAIN SEWER JOINTS. , �� BY DATE
° g sago
BY DATE
W CAST IRON RING AND COVER PIPE MATERIAL toxat BY DATE
As SPECIFIED. CLEAN —OUT DETAIL I EX HM 6/22 /07 _j BY DATE 1
Z BY DATE
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Li
STA 3+10.
A 3+
Lj
jo. S
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INV EL-
421.55
X
ij
FF=430.00
FF=426.00
FOUND 5/8 -,,R E B A R 1, x
C A P
EX HOUSE STA 3+68
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REMOVED S=>2.0%
4532 INV EL=
- - INV EL=421.04\\
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42, L
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STS 1 -
�
30LF + + SS IX
SS CONTRACTOR TO INSTALL
To, BE USED/ FOR
10 SERVICES UNDER STORM
1 INV EL=419_00 ± PIPE. \-TT\
00
CD ------ 7
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0 10 20 40
m
N.W. N CORNER SEC 10-23-5
STA
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Li
BRASS DISC W/PUNCH MARK
2: 1
N 4"X4" CONC MON W/CASE
Li
AT NN 12TH
ST & UNION AVE
>
EL=4-32-.63, 432.36
NE (6/17/05)
<
5
STA 1+55
N-186,373.1000 (KCAS)
z
EX CYCLONE FENCE
E=1671236.855 (KCAS)
0
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S=2.0%
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0 111
INV EL=42-�423-
0
CD
422.99
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FOUND 5/8 -,,R E B A R 1, x
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42, L
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SS CONTRACTOR TO INSTALL
To, BE USED/ FOR
10 SERVICES UNDER STORM
1 INV EL=419_00 ± PIPE. \-TT\
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0 10 20 40
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STA
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1 inch = 20 ft.
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INV EL=,* :?;1.6&
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6
MON IN CASE FF=430.00
SURFACE BRASS MONUMENT
0
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STA 2+27
FOUND REBAR & CAP
0
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%
OR IRON PIPE
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3.72
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42, L
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�
30LF + + SS IX
SS CONTRACTOR TO INSTALL
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1 INV EL=419_00 ± PIPE. \-TT\
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0 10 20 40
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EL=419.68 419.98
38LF-68" SS PVC
Z:)=I.uu EXPIRES ._& 22
"AS-BUILT" NOTE:
'AS-BUIL 7' IS BASED ON A AC774 FIELD SURVEY
BY TOUNA ENGINEERS AND INFOR677
* ON SUPPLIED
< 4d BY CONTRACTOR.
MR
if
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2 91 G
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4 4'G
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32-8-07,
. ..... . .......
O�
C.
W/PUNCH MARK ON 42lX4py CONC 11
CD - - - - - - - - ---------------------
0 892.11
STA 0+06, 41T
C) CURB BAR 11 R
PT STA 2+92340, 181T Big 'MON W/CASE DNTE
EX 48" SSMH-TYP 1 SEE DETAIL < RIM EL=417-85 PC STA 2+03.24, 181T END OF CURB R=20'
0 (6/17/05) INV EL=417 "l BEGIN CURB R=30' T/C =432.36 BY TATE
N=183,691.4502 (RENTON) T/C =430.30 STATION EQUATION BY TATE
NE 1 Oth STREET L=47.95 STA 2 +50.57 NE 10TH ST )=
E=1,300,377.4087 (RENTOlq- R=30.00 STA 4+29.50 (CHELAN) BY �TATE
Delta=91 *34'24" INSTALL STD MONUM NT
IT- - BY ATE
STATION EQUATION
WEST 1/4 OF SEC 10-23-5 STA 0+00 AHEAD= STA 4+30, 19.50'LT
FND 1-1/2" BRASS DISC W/PUNCH STA, 14+76.22 BACK (CHELAN)
MEASURED DISTANCE It
MARK ON 4"X4" CONC,MON W/CASE
(6/17/05)
N=183,748.6606 (KCAS)
E=1,671,255.9645 (KCAS)
EX 48 SSMH- I y13 1
OUTSIDE DROP MANHOLE
RIM EL= 432.76 433.16
L= 49.39 419.66
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440
436
432
428
424
42C
41E
41,
DATUM ELEV
410.00
LOW POINT ELEV = 431.53
LOW POINT STA = 2+33.33
PVI STA = 2+50
PVI ELEV = 431.20
A.D. = 3.00
.1 77 1z-z
HIGH POINT ELEV = 432.99
HIGH POINT STA = 3+54.33
PVI STA = 3+50
PVI ELEV = 433.20
A.D. -3.41
K = 14.67
CHELAN AVE NE PROFILE
PVI STA = 1+75
PVI ELEV = 429.06
A.D. -2.20
K = 22.70
50.00' VC
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DATUM ELEV
OUTSIDE DROP MANN LE
410.00 i STA 11+49 cq STA 3+96, 7'LT
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EX 48" SMH S=2.0% INV EL=4+,,�.
1 98
RIM EL= 17.85 MATCH EXISTING INV EL=4+9.&B
INV EL=:,07.51 1+00 2+00 3+00
NE 10TH STREET
440
436
432
428
424
420
416
412
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46
5- 332505
RECOMMENDED
FOR APPROVAL
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1. ALL WORK MA TER/ALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST
EDITION OF THE WSD T /APWA STANDARDS AND SPECIFICATIONS.
2. THE HOURS OF WORK IN THE STREET RIGHT OF- WA Y SHALL BE LIMI TED 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, AND 911 SHALL BE NOTIFIED 24
HOURS IN ADVANCE.
J. 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 PRE - CONSTRUCTION CONFERENCE AND A 24 HOURS 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 REPRESENTATIVE OF
THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILL 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 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 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 HAS BEEN STAMPED AND
SIGNED BY A LICENSED PROFESSIONAL ENGINEER OF 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 81 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 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 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.J(l) 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" ABOVE AND BELOW THE PIPE.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED
ASTV D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
17 IN UN- IMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18
INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL
DIRECTIONS TO MATCH PAVING.
1/2'L-� E--
118" RA /SE -112" WIDE
BORDER
10"
9"
8 3/4"
■
314" SPACES SPACED -314" 12"
AS INDICATED-HT 1/8" FIBER JO
PACKING
1" 1/8
CAST IRON RING AND COVER PIPE MA TERIAL
A S SPECIFIED.
! PROPERTY LINE
SIDE SEWER MAIN TO BUILDING SEWER
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Zt
BLACK LETTERS.
6 " SIDE SEWER & BUILDING SEWER
PLAN
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CONCRETE 60° ALLOWABLE MAX
SIDE SEWER SHALL HA VE A
BLOCKING FOR CAST OR
MINIMUM 5' COVER AT PROPERTY
UCTILE IRON
M/�X
PIPE. LINE OR 3 -5' LOWER THAN THE
6 "MIN
45°
LOWEST HOUSE ELEVATION, WHICH-
25 A41N
EVER IS LOWER.
6 "MIN
HORIZONTAL
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1. ALL WORK MA TER/ALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST
EDITION OF THE WSD T /APWA STANDARDS AND SPECIFICATIONS.
2. THE HOURS OF WORK IN THE STREET RIGHT OF- WA Y SHALL BE LIMI TED 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, AND 911 SHALL BE NOTIFIED 24
HOURS IN ADVANCE.
J. 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 PRE - CONSTRUCTION CONFERENCE AND A 24 HOURS 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 REPRESENTATIVE OF
THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILL 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 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 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 HAS BEEN STAMPED AND
SIGNED BY A LICENSED PROFESSIONAL ENGINEER OF 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 81 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 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 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.J(l) 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" ABOVE AND BELOW THE PIPE.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED
ASTV D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
17 IN UN- IMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18
INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL
DIRECTIONS TO MATCH PAVING.
1/2'L-� E--
118" RA /SE -112" WIDE
BORDER
10"
9"
8 3/4"
■
314" SPACES SPACED -314" 12"
AS INDICATED-HT 1/8" FIBER JO
PACKING
1" 1/8
CAST IRON RING AND COVER PIPE MA TERIAL
A S SPECIFIED.
! PROPERTY LINE
SIDE SEWER MAIN TO BUILDING SEWER
c
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6 °' BLDG SEWER
Cv
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"X4 "
2 STUD SERVICE A RKER
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PAINT , UPPER PORTION WHITE
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�"
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Zt
BLACK LETTERS.
6 " SIDE SEWER & BUILDING SEWER
PLAN
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CONCRETE 60° ALLOWABLE MAX
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1. ALL WORK MA TER/ALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST
EDITION OF THE WSD T /APWA STANDARDS AND SPECIFICATIONS.
2. THE HOURS OF WORK IN THE STREET RIGHT OF- WA Y SHALL BE LIMI TED 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, AND 911 SHALL BE NOTIFIED 24
HOURS IN ADVANCE.
J. 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 PRE - CONSTRUCTION CONFERENCE AND A 24 HOURS 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 REPRESENTATIVE OF
THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILL 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 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 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 HAS BEEN STAMPED AND
SIGNED BY A LICENSED PROFESSIONAL ENGINEER OF 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 81 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 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 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.J(l) 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" ABOVE AND BELOW THE PIPE.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED
ASTV D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
17 IN UN- IMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18
INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL
DIRECTIONS TO MATCH PAVING.
1/2'L-� E--
118" RA /SE -112" WIDE
BORDER
10"
9"
8 3/4"
■
314" SPACES SPACED -314" 12"
AS INDICATED-HT 1/8" FIBER JO
PACKING
1" 1/8
CAST IRON RING AND COVER PIPE MA TERIAL
A S SPECIFIED.
! PROPERTY LINE
SIDE SEWER MAIN TO BUILDING SEWER
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1. ALL WORK MA TER/ALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST
EDITION OF THE WSD T /APWA STANDARDS AND SPECIFICATIONS.
2. THE HOURS OF WORK IN THE STREET RIGHT OF- WA Y SHALL BE LIMI TED 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, AND 911 SHALL BE NOTIFIED 24
HOURS IN ADVANCE.
J. 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 PRE - CONSTRUCTION CONFERENCE AND A 24 HOURS 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 REPRESENTATIVE OF
THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILL 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 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 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 HAS BEEN STAMPED AND
SIGNED BY A LICENSED PROFESSIONAL ENGINEER OF 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 81 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 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 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.J(l) 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" ABOVE AND BELOW THE PIPE.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED
ASTV D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
17 IN UN- IMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18
INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL
DIRECTIONS TO MATCH PAVING.
1/2'L-� E--
118" RA /SE -112" WIDE
BORDER
10"
9"
8 3/4"
■
314" SPACES SPACED -314" 12"
AS INDICATED-HT 1/8" FIBER JO
PACKING
1" 1/8
CAST IRON RING AND COVER PIPE MA TERIAL
A S SPECIFIED.
! PROPERTY LINE
SIDE SEWER MAIN TO BUILDING SEWER
4 3/4"
PLUG TO BE SEALED IN SAME
MANNER AS MAIN SEWER JOINTS.
CLEAN -OUT DETAIL
r
1/2 BLIND FLANGE AS DAM
D.I.P. TEE CL.50 -
ONE LENGTH OF DUCTILE IRON
PIPE (CLASS 50) TO SOLID
BEARING WHEN SPAN
IS MORE THAN 4'.
FLEXIBLE =\
JOINT
BACKFILL WITH
COMPACTED MATERIAL
AS DIRECTED BY
ENGINEER.
x
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25"
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CASTING INLAND FlY
OR EQUAL. P T#714
SEE DETAIL 5.1.4
ADJUSTMENT 4" MIDI.
CONE
MORTAR JOINTS
STEPS -314" DEFO WED BAR
STEPS SHALL BE 14CLUDED
6 1/2"
CONRETE RISER BY PIPE INC.
OR APPROVED EOA L
MAX. PIPE SIZE —. " I. D,
LADDER —STD. ALWINUM
OR GAL VANIZED STEEL.
CONCRETE SHELF
MORTAR ILET
PRECAST BASE SECTION
OR CAST IN PLACE'
6" MIN.
I ---I 6 " MIN.
SANITARY MANHOLE TYPICAL DETAIL
(N TS)
TYP. SEE SH TS, 11 & 12
NOTES:
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFTTY STEPS OR EQUAL
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTI ❑NS ARE INSTALLED
3. CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL. PER DWG, BR29
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
6. ALL JOINTS SHALL BE GROUTED,
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING,
WASSER MC- CONSEAL OR APPROVED EQUAL;
r-6" MIN. COLOR OF COATING SHALL BE WHITE.
1/2 PLUG AS DAM
TYPICAL TEE 2" MIN.
MANHOLE
6" MIN.
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FU TURF
6 " SEWER PIPE
6 °' BLDG SEWER
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2 STUD SERVICE A RKER
PAINT , UPPER PORTION WHITE
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AND STENCIL ON SIDE WORD
"SEWER" WITH 3" HIGH
BLACK LETTERS.
6 " SIDE SEWER & BUILDING SEWER
PLAN
6" SIDE SEWER
1: J. 5 MIX
NOTE:
CONCRETE 60° ALLOWABLE MAX
SIDE SEWER SHALL HA VE A
BLOCKING FOR CAST OR
MINIMUM 5' COVER AT PROPERTY
UCTILE IRON
M/�X
PIPE. LINE OR 3 -5' LOWER THAN THE
6 "MIN
45°
LOWEST HOUSE ELEVATION, WHICH-
25 A41N
EVER IS LOWER.
6 "MIN
HORIZONTAL
6" SIDE OUTLET TEE
SEWER MAIN
EXISTING SEWER MAIN
CONC. BLOCKING ANGLE
1-6" SIDE SEWER
OF TEE A T MAIN OVER 250
ELEVA TION
" �� 6 "TEST TEE
TO BE INSTALLED
A T CONNECTION
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MAKE TAP THROUGH CAST IRON
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PA
SADDLE SECURED TO SEWER MAIN
SCONNECTING
ZH
WHEN NEW SIDES
SEWERS TO EXISTING MAIN.
MIN SLOPE
AL
VITRIFIED CLAY, PLAIN &
TYPICAL SIDE SEWER
REINFORCED CONCRETE, Dl &
C1 PIPE SEWER MAINS ARE TO
ELEVA TI ON
BE CORE DRILLED.
SIDE SEWER SERVICE DETAIL_
6" MIN. 7
4 3/4"
PLUG TO BE SEALED IN SAME
MANNER AS MAIN SEWER JOINTS.
CLEAN -OUT DETAIL
r
1/2 BLIND FLANGE AS DAM
D.I.P. TEE CL.50 -
ONE LENGTH OF DUCTILE IRON
PIPE (CLASS 50) TO SOLID
BEARING WHEN SPAN
IS MORE THAN 4'.
FLEXIBLE =\
JOINT
BACKFILL WITH
COMPACTED MATERIAL
AS DIRECTED BY
ENGINEER.
x
Z
N
t
25"
I
CASTING INLAND FlY
OR EQUAL. P T#714
SEE DETAIL 5.1.4
ADJUSTMENT 4" MIDI.
CONE
MORTAR JOINTS
STEPS -314" DEFO WED BAR
STEPS SHALL BE 14CLUDED
6 1/2"
CONRETE RISER BY PIPE INC.
OR APPROVED EOA L
MAX. PIPE SIZE —. " I. D,
LADDER —STD. ALWINUM
OR GAL VANIZED STEEL.
CONCRETE SHELF
MORTAR ILET
PRECAST BASE SECTION
OR CAST IN PLACE'
6" MIN.
I ---I 6 " MIN.
SANITARY MANHOLE TYPICAL DETAIL
(N TS)
TYP. SEE SH TS, 11 & 12
NOTES:
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFTTY STEPS OR EQUAL
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTI ❑NS ARE INSTALLED
3. CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL. PER DWG, BR29
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
6. ALL JOINTS SHALL BE GROUTED,
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING,
WASSER MC- CONSEAL OR APPROVED EQUAL;
r-6" MIN. COLOR OF COATING SHALL BE WHITE.
1/2 PLUG AS DAM
TYPICAL TEE 2" MIN.
MANHOLE
6" MIN.
r
R
D.I.P. C1.50 6" MIN. Q ku
WITH MIN. 4
SHACKLE RODS
CEMENT CONCRETE
CLASS C BLOCK
POURED IN PLACE
D.I.P. 90° BEND
CL.50(MJ X PE)
TYPICAL MANHOLE -�
FOUNDATION
CONSTRUCTION
DUCTILE IRON
DROP CONNECTION
OUTSIDE DROP SSMH
1.
ONE LENGTH OF DUCTILE IRON
PIPE (CLASS 50) TO SOLID
BEARING WHEN SPAN
IS MORE THAN 4'.
FLEXIBLE JOINT
BACKFILL WITH
COMPACTED MATERIAL
AS DIRECTED BY
ENGINEER.
CEMENT CONCRETE CLASS C POURED IN PLACE
90° BEND RECOMMENDED
(TYTON U -651)
w FOR APPROVAL
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BY DATE
CONCRETE ENCASED BY DATE
DROP CONNECTION
BY DATE
BY DATE
BY DATE
a Al" � -�3
"AS- BUILT" NOTE:
"AS- BUILT IS BASED ON AACTUAL FIELD SURVEY
BY TOUMA ENGINEERS ANDiNFORMATION SUPPLIED
BY CONTRACTOR.
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D.I.P. C1.50 6" MIN. Q ku
WITH MIN. 4
SHACKLE RODS
CEMENT CONCRETE
CLASS C BLOCK
POURED IN PLACE
D.I.P. 90° BEND
CL.50(MJ X PE)
TYPICAL MANHOLE -�
FOUNDATION
CONSTRUCTION
DUCTILE IRON
DROP CONNECTION
OUTSIDE DROP SSMH
1.
ONE LENGTH OF DUCTILE IRON
PIPE (CLASS 50) TO SOLID
BEARING WHEN SPAN
IS MORE THAN 4'.
FLEXIBLE JOINT
BACKFILL WITH
COMPACTED MATERIAL
AS DIRECTED BY
ENGINEER.
CEMENT CONCRETE CLASS C POURED IN PLACE
90° BEND RECOMMENDED
(TYTON U -651)
w FOR APPROVAL
r
BY DATE
CONCRETE ENCASED BY DATE
DROP CONNECTION
BY DATE
BY DATE
BY DATE
a Al" � -�3
"AS- BUILT" NOTE:
"AS- BUILT IS BASED ON AACTUAL FIELD SURVEY
BY TOUMA ENGINEERS ANDiNFORMATION SUPPLIED
BY CONTRACTOR.
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IONni.
Iii