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PORTION OF
SW 1/4 OF NE 1/4 OF SEC
SEE SHEET 12 FOR PLAN
CONTINUA TION
19, TWN. 23 N., RG.
5 E., W.M.
40.00' VC '
I-- 3
Ql
Pw STA = 0 +90
PV/ ELEV = 123.38
ro A.D. - -5.36
- ^
i i
40.00' UC
PV/ STA = 1 +60
�y
N
K = 7.47 °'
VI
o P ELEV = 118.23 --- - - --r-
- ,----- PW STA 3120
----- PA1-EL E-V — 400...78
7.27
W Q
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m m w W
^ K 11.27 0
W _.__ m _____
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I A.D
K 1100 -- ..
I
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x
m m
''
80.00' VC
A.D� -1.5P PW STA = 5 +f0
K 26.40
-
W
EXIST GROUND
c n
PW ELEV = 92.22
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PORTION OF SW 1/ / 4 OF NE 1/4 OF SEC 19, TWN. 23 N., RG. 5 E., W.M.
PRIVATE EASEMENT FOR
MAINTENANCE AND
CONSTRUCRON.
RCR'D N0. 20060821001157
STREET
20' PRIVATE INGRESS, EGRESS AND UTILITIES ti
EASEMENT RECORDED I "
UNDER REC. N0: 20051013002024 co
�I
6 +65 75 -5117
SSMN,{L 48`
RIM= 79.75
1E= 73.53EX. CALC
lE =7363 -NEW W.
I BUILD OVER EX MA N
RIM =101'61 r 7 " PAVED ROADWAY FOR 150' FEET.
`_ � 91 N� St0935- 2.)017
IE 93.50 -1N �, P.� ME
lE 93.40 -OU7 i ! PR�vPjSt 5l *600SS�7UR�\ E =87.40�N 30r
- -
- 1E= 87.00 _ 1E= 87.30 -OUT
y�l ;
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0 SS S RT N 0-7 6 2 Q
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�t CIE 91`00
102
FFE =94.90
os -io2 �' I LOT 5 I 104--1 'I �I
6 -'I
0 SSA- STUB�I ,ii
- 0.27 acres + - r, I -
=9500 I C k ti- Q
7:90
SEE SHEET 10 FOR PLAN
CONTINUA RON
PW STA = 3 +20
I ELE 00 8 I T
A D 7.27
i I
K = 111.00 - __P_l2_STA -4fOD_ -- ! - - -- - --------- - .__ --
PW ELEV = 97.88
80.00'. VC I
EXIST GROUND
U W
m
it �uppR.'
A.D. - -1.52
K = 126.40
40.00' VC
IE SDT99.50 i
h No I
_9850
TOR SS 95.35
BOTTW -97.48 m m
Rl4 STA = 5 +f0 1
PV7 ELEV = 9222'
A D 5 OOT- -- -- �-- -- - 120
I I i I
50.00' VC 1
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SEWER
6,:g •gsaIb5 I SCANNED OCT 2 -7 2006
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SANITARY SEWER NOTES & 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 WSDT /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, 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 COPFECT
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 CONTRACTORS
RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR77NG
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.
Z 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.
A
11. BACKFILL SHALL BE PLACED EQUALLY N BO TH SIDES OF THE PIPE IN LAYERS O
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 COMPLE77ON OF CONSTRUCTION.
15 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED '
FOUNDATION IN ACCORDANCE WITH SECT70N 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 ANir L— Il41=ACT,&- VF 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
ASTN D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
1 Z 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 2'0"
DIRECTIONS TO MATCH PAVING.
PROPERTY LINE
SIDE SEWER MAIN TO BUILDING SEWER
o z , FUTURE
6" SEWER PIPE ' �—-6.0� BLDG SEWER
0IN&I®
MANHOLE FRAME AND COVER
SEE DRAWING BR29
ADJUSTMENT 4" MIN.
1/2'L- —
❑ 3/4
❑ ❑
❑0030 AS
❑ ❑
°❑°
118" RAISE -1/2" WIDE
1„
BORDER
to"
z 9
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>
6»
15"
CAST IRON RING AND COVER
I
12 "0 h-4 314"
SPACES SPACED -314" FIBER JOINT
INDICATED -HT. 118" PACKING
1/8 BEND
PLUG TO BE SEALED IN SAME
'T—MANNER AS MAIN' SEWER JOINTS.
PIPE MATER
AS SPECIFIED.L CLEAN —OUT DETAIL
s
'1-6" SIDE OUTLET TEE
?, 2 "X4" STUD SERVICE ARKER
PAINT UPPER PORTION WHITE
'
��F$oeW�rG
RECOMMENDED
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a AND STENCIL ON SIDE WORD
APPROVAL
"'
CONE
91ox6
& "SEWER" WITH 3" HIGH
DATE
MORTAR JOINTS
DATE
a BLACK LETTERS.
BY
DATE.,
6" SIDE SEWER & BUILDING SEWER
7104SFFF -DWG
4" MIN.
STEPS -314" DEFORMED BAR
DATE
PLAN
'x13
'l7
STEPS SHALL BE INCLUDED
DATE
6" SIDE SEWER
Z
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elj:5- 551104 sCANnEDOCT 272006'
f
1: J. 5 :MIX
NOTE.•
-I
6 112„
CONCRETE 60' ALLOWABLE
MAX SIDE SEWER SHALL HAVE A
N
BLOCKING FOR CAST OR MINIMUM 5' COVER AT PROPERTY
CONRETE RISER BY PIPE INC.
AX UCTILE IRON PIPE. LINE OR 3 -5' LOWER THAN THE
48"
OR APPROVED EQUAL
6'LflN
LOWEST' HOUSE ELEVATION, WHICH -
25''MIN
EVER IS LOWER.
MAX. PIPE'SIZE -21" I.D.
6 MIN HORIZONTAL
6" SIDE OUTLET TEE
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL.
SEWER MAIN
EX�=LED WER AIN
CONCRETE SHELF
CONC. BLOCKING' ANGLE
WER
OF TEE AT` MAIN OVER 25°
ELEVA TION
''
J I
AT CONNECTION
MORTAR F LET
PRECAST BASE SECTION
��l �o,oG
NOTE:
GLE w0
MAKE TAP THROUGH CAST IRON
OR CAST IN PLACE
P� (E
SADDLE SECURED TO SEWER MAIN
6" MIN:
FtE
!iG CSC
WITH STAINLESS STEEL BANDS'
WHEN CONNECTING NEW SIDE
— f -- 6" MIN.
25*
SEWERS TO EXISTING MAIN:
210 MIN SLOPE
SANITARY MANHOLE TYPICAL' DETAIL
HORIZONTAL
VITRIFIED CLAY, PLAIN &
(WS)
TYPICAL SIDE SEWER
REINFORCED, CONCRETE, DI
C7 PIPE SEWER MAINS ARE r0
TYP. ' SEE SHTS. 15 & 16
ELEVA TION
BE CORE DRILLED. '
NOTES i
SIDE SEWER
SERVICE DETAIL
1, STEPS TO BE 34" 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
TYP. SEE SHTS. 15 & 16
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 COATINGI
1/2'L- —
❑ 3/4
❑ ❑
❑0030 AS
❑ ❑
°❑°
118" RAISE -1/2" WIDE
1„
BORDER
to"
z 9
0
>
6»
15"
CAST IRON RING AND COVER
I
12 "0 h-4 314"
SPACES SPACED -314" FIBER JOINT
INDICATED -HT. 118" PACKING
1/8 BEND
PLUG TO BE SEALED IN SAME
'T—MANNER AS MAIN' SEWER JOINTS.
PIPE MATER
AS SPECIFIED.L CLEAN —OUT DETAIL
s
��F$oeW�rG
RECOMMENDED
y
FOR
APPROVAL
1470
91ox6
BY
DATE
BY
DATE
BY
DATE.,
7104SFFF -DWG
BY
DATE
'x13
'l7
BY
DATE
S
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PORTION OF SW 1/4 OF NE 1/4 OF SEC 19, TWN.
SEE SHEE T 12 FOR PL A N &
PROFILE CONTINUA TION
I. i -
� 3 +90 -34R7<
oil - 1 �,,, t ��. 610 SS STUB
"
- i �a : • , r . y,I - / _ / FFE =94. .. 00
CONSTROC7701V
— L J J 05 LINE 09 OLT 9,257. f_
0.21 acres
lE= 95.00'T94
-
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LOT- 4 i I top ss =ss35
5;415 s- f. sa.os
.I -- O. 12 acres
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spa ss2sTUezoRr R PF� I
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LINE 47 _ _
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— " 340-4 -0 f 606
�-r9 2+43 -20G�7 u i 60 5. s. f. I U `
23 N., RG. 5 E., W. M.
0- I 8,273. s. f. I I •' �. '-: I I
CL I 0.18 acres 70,299. s. f.
1 I yR ,,-; I 0.23`, acres I
L- - - - - - - - - - I L - - -- - - - - J'
m _ 18 UNIT CBU
I t MAILBOX LOCATlO b O
FOUND PK NAIL 0.05'N OF '
84.51' - r 5 O' ,
75:0 a
-_
LINE (5105) P I 9•�w 3 +2'3.50 -10'LT
18 D W I S 18 D/W APER
EN D T
0 0+40 7 +00� 51 2 00 � 13 +00 3-1-53.44
v) 11 S1$ 2 +93.44
Qf - - -I - - 0
418.19 (M)
Q 1+18.42
b
BEGIN N89 °53'48 "W 410.19 (M)
EX SSMH - -
- 121.36 _1 'S 15TH STREET
FR,5,
RIM EL -
INV EL = 112.36'
D
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BENCHMARK: CITY RENTON MON #476
TOP 112" PIN IN CONCRETE IN CASE 15'
EAST OF INTERSECTION OF SHATTUCK AND
SOUTH 15th STREET
ELEVTION = 132.86' (40.495m) NAVD 1988
N= 173226.586'
E- 1299292.0208'
6 70 SS SIUBJ I
1E-- 40? 6B- 101.13
- I .FFE 106.60 I . -'
-COT 3
s, 002 s f
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to --
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670 SS S7UB
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FOR APPROVAL
10
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BY DATE
EXPIRE' e72277
®
BY DATE
BY DATE
By DATE
i 04SfrE.DwG
BY DATE
i
LOT 7
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/E =49&381106.79
6,045. s. f.
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84 cJ1 / I
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SSMH #4 /OFF -11 50 ,i
1j- 2515'R�' 1
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- -
I
ALL EAIS77NG SEP71C DRAINFELDS MUST BE
REMOVED PER HEALTH DEPT REGULA770M AND
SANITARY SERVICE MADE AVAILABLE TO
I
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EXIS77NG RESIDENCES
_
FFE(1850 I
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SEE SHEET II FOR PROFILE
0- I 8,273. s. f. I I •' �. '-: I I
CL I 0.18 acres 70,299. s. f.
1 I yR ,,-; I 0.23`, acres I
L- - - - - - - - - - I L - - -- - - - - J'
m _ 18 UNIT CBU
I t MAILBOX LOCATlO b O
FOUND PK NAIL 0.05'N OF '
84.51' - r 5 O' ,
75:0 a
-_
LINE (5105) P I 9•�w 3 +2'3.50 -10'LT
18 D W I S 18 D/W APER
EN D T
0 0+40 7 +00� 51 2 00 � 13 +00 3-1-53.44
v) 11 S1$ 2 +93.44
Qf - - -I - - 0
418.19 (M)
Q 1+18.42
b
BEGIN N89 °53'48 "W 410.19 (M)
EX SSMH - -
- 121.36 _1 'S 15TH STREET
FR,5,
RIM EL -
INV EL = 112.36'
D
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z
r
BENCHMARK: CITY RENTON MON #476
TOP 112" PIN IN CONCRETE IN CASE 15'
EAST OF INTERSECTION OF SHATTUCK AND
SOUTH 15th STREET
ELEVTION = 132.86' (40.495m) NAVD 1988
N= 173226.586'
E- 1299292.0208'
JUMVstuu/
"AS- BUILT" NOTE:
"AS- BUILT" IS BASED ON A ACTUAL FIELD SURVEY
BY TOLIMA ENGINEERS AND INFORMATION SUPPLIED
BY CONTRACTOR.
o��1R WA..
RECOMMENDED
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FOR APPROVAL
10
BY DATE
EXPIRE' e72277
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BY DATE
BY DATE
By DATE
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BY DATE
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ROLL 207
SEE SHEET 10 FOR PLAN
FR 5 21_
F�
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"AS—BUILT" NOTE:
"AS-BUILT" IS BASED ON A ACTUAL FIELD SURVEY
BY TOUMA ENGINEERS AND INFORMATION SUPPLIED 470
BY CONTRACTOR.
S�ONAL'
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FOR APPROVAL
BY -DATE
BY DATE
BY DATE
BY DATE
BY DATE
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1 " =20'
PORTION OF SW 1/4 OF NE 1/4 OF SEC 19, TWN. 23 N., RG. 5 E., W.M.
20' PRIVATE INGRESS, EGRESS AND UTILITIES
EASEMENT RECORDED
4 T H S STREET UNDER REC. NO. 20051013002024 62Q E
34Q�Q�
-� 20" UTILITIES &ACCESS EASEMENT
6 72.47
\ _ 5 +D o�
}•'�k ea a SSMN 1 48 LT
�3 € Y s RIM 716 6'
PRIVATE EASEMENT FOR \ _ % qr.G 1E= 5373.00EX. CALC
MAINTENANCE AND \ :,j ! :> - - " -- .._: 1E3.G3-73.14 -N W.
CONSIRUC710N. �. \ .j s �-�-• - - 150 6 - BUILD OVER EX M�
RCRb NO. 20060821001157 \ SSMH Jf2 \.h 1 N'. _=.._- - --= -- =
\ 3 +20 5 RT ° SSMH ¢2
PROVIDE MINIMUM 16' WIDE
\ RIM= I9F-61 101.26 / U(���EN( 5 +09.35- 2.10LT PAVED ROADWAY FOR 150' FEET
0 =9.338 -9286 —IN S c�EN� a, RIM =§2.25 92.62 I J� 0
\ IE 93:48- 9276 —OUT MVP �A
_ P S Sf06H =23RT lE 8i 4$ 85.02 —IN J
6 0 SS STUB 1E =97.JG- 84.92 —OUT (J9
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5.OJJ 94:/1 I- I
r I FTE -1000 I �'
SEE SHEET 10 FOR PLAN
CONTINUA RON
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t
9,8_03__- �- -__ _111_ �• Fr.
-80.00 i1a13__ —__ - -. LO PT STA{ 4+17.33, '-`
1 H1 P 'STA 4+29.45 -�
VC j PW STAI - 4+00 P STA = 4
91
AD. 4.84 +50i D.' 11.28 PN SZA - 5 +10
K = 4.43 i
N aEV - 9222
4000' VC I I P A.D. = aDe
_ 0 00 IL 120
W I j 50.00 VC
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PORTION OF SW 1/4 OF NE 1/4 OF SEC 19, TWN. 23 N., RG. 5 E., W.M.
20' PRIVATE INGRESS, EGRESS AND UTILITIES
EASEMENT RECORDED
4 T H S STREET UNDER REC. NO. 20051013002024 62Q E
34Q�Q�
-� 20" UTILITIES &ACCESS EASEMENT
6 72.47
\ _ 5 +D o�
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SANITARY SEWER NOTES & SPECIFICA T,IONS
PROPERTY LINE
€ SIDE SEWER MAIN TO (t' BUILDING SEWER
o
< 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE W77-/ THE STANDARDS AND _ MANHOLE FRAME AND COVER
SPECIFICA7IONS OF THE CITY OF RENTON U77LITY DEPARTMENT AND THE LATEST SEE DRAWING BR29
E0177ON OF 774E WSDT/APWA STANDARDS AND SPECIFICATIONS. o? FUTURE
2. THE HOURS OF WORK IN THE STREET RIGHT —OF —WAY SHALL BE LIMITED TO 8:30 6" SEWER -PIPE M f- —6-0� BLDG SEWER 25 ADJUSTMENT 4" MIN.
N Q. <.
3 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WR177NG BY
THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES, 6 SIDE OUTLET TEE ?; 2'X4 STUD SERVICE MARKER
PARTIAL, OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 ti PAINT UPPER PORTION WHITE
t1��J�1..11 HOURS IN ADVANCE. THE POLICE DEPARTMENT, AND 911 SHALL BE N077FIED 24 I w AND STENCIL ON SIDE WORD CONE
�y HOURS IN ADVANCE. a
a "SEWER WITH 3" HIGH MORTAR JOINTS
W O J. FOR MUNICIPALRPUBLICAWORKS CONSTRUCTION" PREPARED DBYDWASHINGTON STATE BLACK LETTERS.
W APWA) AND (
CITY CHAPTER AMERICAN PUBLIC WORKS ASSOCIA770N, LATEST EDIT /ON 6" SIDE SEWER & BUILDING SEWER
® Q TY OF RENTON STANDARD SPECIFICATIONS. 4" MIN. STEPS -3/4" DEFORMED BAR
ONS. PLAN STEPS SHALL BE INCLUDED
2 >_ Z 4. ALL LOCATIONS OF EXISTING UTIL177ES SHOWN ARE APPROXIMATE AND IT SHALL
Of Q BE 774E CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT 6" SIDE SEWER ?
LOCA77ON SO AS TO AVOID DAMAGE OR DISTURBANCE. CONCRETE NOTE. yI 6 1/2"
60• ALLOWABLE MAX SIDE SEWER SHALL HAVE A n
Z 5. A PRE— C0NS7RUC770N CONFERENCE AND A 24 HOURS N077CE SHALL BE REQUIRED BLOCKING FOR CAST OR MINIMUM 5' COVER AT PROPERTY CONRETE RISER BY PIPE INC.
w Q Q PRIOR TO STARTING NEW CONS7RUC770N. IT SHALL BE THE CONTRACTORS UCTILE IRON PIPE LINE OR 3 -5' LOWER THAN THE 48" OR APPROVED EQUAL
Cn RESPONSIBILI i / TO SECURE ALL NECESSARY PERMITS PR /OR TO STAR77NG Ax LOWEST HOUSE ELEVATION, WHICH -
6'iLflN-
w ® CONSTRUCTION. (INSPEC770N WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF 25' MIN EVER IS LOWER. o
THE CITY OF RENTON). IT SHALL BE 774E CONTRACTORS RESPONSIBILITY TO MAX Pl, E SIZE-21" 1. D.
NOTIFY 174E UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILL ALL 6 h1 /N HORIZONTAL LADDER —STD. ALUMINUM
CONS7RUCTION. 6" SIDE OUTLET TEE OR GALVANIZED STEEL.
!� 6. CONTRACTOR 1S SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF SEWER MAIN EXISTING SEWER MAIN CONCRETE SHELF
M' o CONSTRUCRON AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONC. BLOCKING ANGLE �6" SIDE SEWER
Z CONSTRUC77ON SITE OF TEE AT MAIN OVER 25°
M _ � 6 "TEST TEE
M ELEVATION
y N 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE TO BE INSTALLED
$ AND ANY ELATED PERMITS PRIOR TO ANY CONSTRUCTION. ( AT CONNECTION
1' '4 �pJ G 4MORTARLET
h PRECAST BASE SECTION
h W ® Q ( \C� NOTE:
o W ?• h 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE OR CAST IN PLACE
N x Z PRECEDENCE OVER ALL 0774ER PLANS MAKE TAP THROUGH CAST IRON
Ci N x P� SADDLE SECURED TO SEWER MAIN 6" MIN.
3 o c P� GRE WITH STAINLESS STEEL BANDS
w h W 9. A COPY OF THESE APPROVED PLANS MUST BE ON 774E JOB SITE WHENEVER
b
W a CONSTRUC77ON IS IN PROGRESS CIO WHEN CONNECTING NEW SIDE -{ I-- 6" MIN.
Q� x 25* SEWERS TO EXISTING MAIN.
'a Z 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS— BUILT 29 MIN SLOPE SANITARY MANHOLE TYPICAL DETAIL
i o DRAWING OF 174E SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND HORIZONTAL VITR /PIED CLAY, PLAIN do 1NTSI
SIGNED BY A LICENSED PROFESSIONAL ENGINEER OF LICENSED REINFORCED CONCRETE, D1 &
O a PROFESSIONAL SURVEYOR. TYPICAL SIDE SEWER Cl PIPE SEWER MAINS ARE TO
TYP. SEE SHTS. 15 & 16
ELEVATION BE CORE DRILLED.
y w 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, NOTES
— a THOROUGHLY TAMPING EACH LAYER TO 35 PERCENT OF MAXIMUM DENSITY THESE SIDE SEWER SERVICE DETAIL 1, STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL
COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED I
PIPE OR TO THE SIDE OF 774E TRENCH. MATERIALS HOT MIX PATCH SHALL BE TYP. SEE SHTS. 15 & 16 3. CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL, PER DWG, BR29
PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
STANDARDS 6. ALL JOINTS SHALL BE GROUTED.
s 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 7, SANITARY' SEWER MANHOLES SHALL HAVE ALL INTERIOR
° SURFACES, INCLUDING CHANNELING, COATED (SEALED)
14. ALL DISTURBED AREAS SHALL BE SEEDED MULCHED OR 07HERMSE STABILIZED TO WITH A HIGH SOLIDS URETHANE ED EQ GI
THE SA77SFAC77ON OF THE DEPARTMENT FOR THE PREVENTION OF ON —S7E EROSION WASSER MC COATING AL OR APPROVED EQUALI
AFTER THE COMPLE77ON OF CONSTRUCT /ON. COLOR OF COATING SHALL BE WHITE,
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED
FOUNDATION IN ACCORDANCE WITH cEOTION z —na 3h) nF — THE - aARRE�tT ST-Al TE of
WASHINGTON STANDARD SPECIFICA77ONS 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 COMPAC77ON OF REQUIRED
" 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
o o A57M D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
A Li 17. IN UN— IMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18
INCH ABOVE FINISHED GRADE. IN PAINED AREA, COVER MUST SLOPE IN ALL 2'0
DIRECTIONS TO MATCH PAVING.
0
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11 --I -�'o PLUG TO BE SEALED IN SAME e71xeS 6/22/07
'—MANNER AS MAIN SEWER JOINTS. BY D A T E BY DATE
7 1 t 04SiTE.DWG
PIPE MATERIAL CLEAN -OUT DETAIL BY DATE
CAST IRON RING AND COVER AS SPECIFIED. AT R 1-13-17
Z BY DATE
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