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_ FG
... .': '.'.' _; _ ...�..... 413.0
PROPOSED SANITARY SEWER ( SMH 7 ... ...
FG 395.5 FG 395.6 STA. 15+50.81, 4.34 L •
... FG 397.2 RIM 409.01
FG 400.4 .
FG 404.7 6" IE /N 401.18 (E)
PROPOSED WA TER
.'.'
o .. 8 /E OUT 401.01 (S) r .....
3
.�..f
FG 40$5 ...
SEWER STUBS
LOT
*STA TION
1E AT MAIN
LENGTH
END 1E
SLOPE (X)
1
1+29
394.38
42.8
39Z 00
6.12
2
1+74
396.60
42.8
401.50
11.45
3
2+36
399.65
42.8
404.50
11.33
4
0+00
401.04
40.7
406.00
12.19
5
0+00
401.04
60.5
406.00
8.20
6
0+00
401.18
34.2
405.50
12.63
7
1+91
399.22
34.2
403.50
12.51
8
1+08
395.07
34.2
400.00
14.42
9
0+18
390.57
34.2
396.00
15.88
10
0+24
379.30
34.2
392.00
37.13
11
0+92
379.64
34.2
38Z 00
21.52
12
0+17
380.18
32.5
381.57
4.28
13
1+51
379.94
42.6
383.00
7.18
14
1+92
378.25
34.4
390.00
34.16
15
1+32
37Z 63
34.4
386.00
24.33
16
0+44
376.72
34.4
380.81
4.86
17
2+34
376.01
34.4
379.61
3.69
18
1+J8
375.05
34.4
375.75
2.03
19
0+93
374.60
34.4
376.00
4.07
20
0+90
374.57
42.6
376.00
3.36
21
1+61
375.27
42.6
378.00
6.41
22
2+30
375.97
42.6
379.00
7.11
23
0+41
376.68
42.6
384.00
17.18
24
1+26
377.57
42.6
38Z 00
22.14
25
1+86
378.19
42.6
390.00
27.72
26
2+18
398.80
34.2
403.50
13.74
27
1+58
395.84
34.2
399.70
11.29
28
0+73
391.63
34.2
395.40
11.02
29
0+13
388.68
34.2
392.20
10.29
30
1+56
387.27
34.2
390.60
9.74
31
0+96
386.67
34.2
390.50
11.20
EX. HOUSE
1+,31
387.02 1
42.8
392.68
13.22
..... .. ...
NO TES.-
..... 1. STATION IS TO NEAREST DOWNSTREAM MANHOLE
2. END lE IS AT STUB END
J. CONTRACTOR TO VERIFY ELEVATION OF EXISTING HOME'S SEWER PRIOR TO
.. .. CONNECTION.
... . .. --
...... ... OL: 74JRU 5
..... .....
SSMH 1 -
• • • STA. 42+95.47, 5.00 R
• ' • • RIM 372.30
. ' . 8" lE /N 361.62 (N)
8" IE OUT 361.52 (S)
UTILITY CONFLICT NOTE:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF
ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND
SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLING UTILITY LOCA TE A T 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES A T LOCA TIONS
OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS
.. OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSULT D.R. STRONG CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO
.. PROCEEDING WITH CONSTRUCTION.
NO TES:
1. ALL TRENCH RESTORATION WI THIN THE CITY OF RENTON R. 0. W. SHALL BE PER THE CURRENT CITY
OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT
:.:.o FOR PATCHING, OVERLAY, OVERLAY WIDTHS, TRENCHES (ROAD CROSSINGS). 1F THE OUTSIDE OF THE
o . TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT
TRAVELED LANE AFFECTED WILL BE REPA VED. (SEE PERMIT NOTE BELOW FOR WORK W/ THIN KING
COUNTY R. 0. W.)
2. REFER TO C13 FOR UTILITY CROSSINGS
• • J. MINIMUM SIDE SEWER SLOPE IS 2.00%
.. 4. MINIMUM SIDE SEWER DEPTH IS 5 -FEET FROM FINISHED FLOOR ELEVATION
DA PLIGHT BASEMENT LOTS NOTE:
LOTS 26-31 TO UTILIZE PRI VA TE EJECTION PUMP FOR LOWER FLOOR
PERMI T NO TE.•
KING COUNTY R. 0. W. PERMI T IS NEEDED FOR WORK WI THIN KING COUNTY R. 0. W. Cl TY OF RENTON WILL
OBTAIN THE KING COUNTY R.O.W. APPLICATION DOCUMENTS AND FEES FROM THE DEVELOPER. THE
Cl TY WILL THEN APPL Y FOR THE KING COUNTY R. 0. W. PERMI T FOR THE SEWER EXTENSION 1N KING
COUNTY R. 0. W. KING COUNTY R. 0. W. RESTORATION WILL BE APPLICABLE FOR KING COUNTY R. 0. W.
_SEWER FEE NOTE:
.... .......
• • . • ' CENTRAL PLATEAU INTERCEPTOR SPECIAL ASSESSMENT DISTRICT SEWER FEE WILL BE APPLICABLE AT
+- THE TIME OF ISSUANCE OF THE UTILITY CONSTRUCTION PERMIT.
....... SIDE SEWER NOTE:
SIDE SEWER LINES SHALL BE INSTALLED A MINIMUM OF 8 FEET
INTO EACH LOT.
CROSSING /NFORMA 710N 4i
SHEET C13 TPP.
..... ... . M (D F:Z T H
CONNECT TO EX. SSMH
STA. 39+94.99, 3.86 L GRAPHIC SCALE
RIM 369.39
0 20 40 80
8" IE /N 355.89 (N, NW)
12" lE /N 355.34 (E)
.I •
12" IE OUT 355.24 (S) 1 INCH = 40 FT.
f .:.
<;
SS CLEANOUT
-- - STA. 20+63.38, 98.62 L •
�---- _._____-_ _, . ' . ' . . ' . ' . . ' . 8 PI/C 6.00
/ .... ....
... 0LF
15' PUBL! 38
..._
EA SEMEN
......... ... 8 /E OUT 381.06 (W)
I __ ..ter....
SSMH 10
I bN NA -wiE lall),
r
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE, KIRKLAND, WA 98033
O 425.827.3063 F 425.827.2423
COR STD. PLAN 400.2
STA. 20+04.68, 5.35' L °
RIM 384.02
8" IE /N 380.51 (E)
8" IE OUT 380.41 (NW) %'
1 CtiY COMMENTS 11. 13.14 MAl 02.13.15
2 CITY COMMENTS MAI 105.19.15
3 CITY COMMENTSIAAJ 07.13.15
4 MYIARS I IAAJ07.23.15
N0.
REVISION
I 6030111111111111 m17AII
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
S-383801
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
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SURVEYED:
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DESIGNED: 1pP
BY:
Date:
DRAWN:
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Date:
CHECKED:
AP P R
APPROVED:
IW�,J
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
S-383801
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
QATIlIrI
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BY: C A Zoo 1.
Date: " M 1s
BY:
Date:
BY:
Date:
BY:
Date:
�4 CITY OF THE ENCLAVE AT BRIDLE RIDGE 10.03.14
�
RENTON SEWER EXTENSION PLAN�.NO:.�
Planning/Building/Public woks Dept. 557
U14005368 =H_"' Zo O^29
DRS PROJECT N0. 13117 A- N NNNAA
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SE 1/4 SECTION 14.9 TOWNSHIP 23 N
.9 RANGE 5 E, W.M.
THE ENCLA VE A T BR/DL E RIDGE
H. P. ELEV = 409.29
H. P. STA 15+22.86
PVI STA = 15+22.86
R-383824
10+00 10+40 11+20 12+00 12+80 13+60 14+40 15+20 16+00 16+80 17+60 18+40 19+20 20+00 20+80
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
A.
�1
5232
ISTER
IO AL �•
VIER TICAL DA TUM:
NA VD 88 PER CITY OF RENTON VERTICAL CONTROL
HORIZON TA DA TUM.-
Call
UM:
NAD 1983/91 PER CITY OF RENTON MONUMENTS
BASIS OF BEARINGS
N88'37'40"W ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 14-23-5 PER KING
COUNTY SURVEY CONTROL POINTS 3763 AND 3764.
O UTILITY CROSSING, SEE SHEET C29 FOR DETAILS
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE, KIRKLAND, WA 98033
0 425.827.3063 F 425.827.2423
GRAPHIC SCALE
0 20 40 80
1 INCH = 40 FT.
HORIZONTAL
0 2.5 5 10
1 INCH = 5 FT.
VERTICAL
1
CRY COMMENTS 11.13.14
MAJ
02.13.15
MAJ
SURVEYED:
Sis
2
CRY COMMENTS
MAJ
I
05.19.15
107.13.15
MAJ
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DESIGNED:
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CRY COMMENTS
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MAJ
07.23.15
MAJ
DRAWN: YLP
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CHECKED:
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REVISION
BY
DATE
AP P R
MAJ
APPROVED:
BENCHMARK:
1. CITY OF RENTON CONTROL POINT NO. 2127, CONCRETE MONUMENT W/ TH PUNCHED 1-1/2" BRASS
DISK, DOWN 0.7' IN MONUMENT CASE AT THE INTERSECTION OF SE 142ND STREET AND 148TH PLACE
SE. ELEVATION = 363.697 FEET. (PUBLISHED ELEVATION = 110.855 METERS)
2. CITY OF RENTON CONTROL POINT NO. 2103: PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WITH
ROAD SURFACE AT THE INTERSECTION OF SE. 128TH STREET AND 156TH AVENUE SE. AKA THE NORTH
QUARTER CORNER OF SECTION 14-23-5, ELEVATION = 547.94 FEET.
J. CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT W TH TACK IN LEAD PLUG AT
THE INTERSECTION OF SE, 139TH ST. AND 156TH AVENUE SE., ELEVATION = 372.34 FEET.
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
WWI
"R CITY OF
RENTON
Planning/Building/Public Works Dept.
�` 11
K2
RECOMMENDED FOR APPOVAL
BY: �
Date:?Iz*J,r
BY:
Date:
BY:
Date:
BY:
Date:
THE ENCLAVE AT BRIDLE RIDGE
10.03.14
SEWER EXTENSION PROFILE DRAWING NO:
U14005368 SH"` 24 OF: 29
DRS PROJECT N0. 13117 A- N N NJNIA 4
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11
SANITARY SEINER N0 TES AND SPECIFICAPONS:
1. ALL WORK AND WIORK MA TER/AL SHALL BE /N CONFORMANCE WITH THE STANDARDS AND
SPECIFICA TIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE
LA TEST EDI TION OF THE WSDOT/APWA STANDARDS AND SPECIFICA TIONS, AS APPROVED AND MODIFIED
BY THE CITY OF RENTON /N THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED
PLANS SHALL BE KEPT ON SITE AT ALL 71MES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN 77 -IE STREET RIGHT OF WA Y SHALL BE PER Cl TY SPECIFICA TIONS ON
WEEKDAYS UNLESS 07HERW1'SE APPROVED IN WRITING BY THE PLANNING/BUILDING11PUBLIC WORKS
DEPARTUENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PR/0R TO BEGINNING ANY
WORK W THIN PUBLIC RIGHT OF WAY
J. ALL LOCA TIONS OF EXISTING U7ILI TIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
CONTRACTOR'S RESPONS/BILI TY TO VERIFY THE TRUE AND CORRECT LOCA TION SO AS TO A VOID
DAMAGE OR DISTURBANCE.
4. A PRE- CONS 7RUC 77ON CONFERENCE AND A 24 HOUR N07ICE SHALL BE REQUIRED PRIOR TO
STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL
NECESSARY PERM1 TS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A
REPRESEN TA 7I VE OF THE CITY OF RENTON.) IT SHALL BE 714E CONTRACTOR'S RESPONSIBILITY TO
NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
6. IT SHALL BE THE RESPONSIBILITY OF 7HE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER
RELATED PERM1 TS PRIOR TO ANY CONSTRUC77ON.
7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTWENT SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS.
8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN
PROGRESS.
9. THE CONTRACTOR SHALL PROVIDE THE Cl TY OF REN TON WI TH AN AS -BUIL T DRA /MNG OF THE
SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL
ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
10. 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. MA TERIALS TO COMPLETE THE FILL
OVER PIPE SHALL BE THE SAME AS DESCRIBED.
11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE
BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWMSE APPROVED BY
THE CITY OF RENTON.
12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DA TUM 1988 METERS, AND
FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWMSE
APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND
ELEVATIONS ARE NOTED ON THE PLANS.
13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWMSE STABILIZED TO THE
SA 77SFA C TION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE" EROSION AFTER THE
COMPLETION OF CONSTRUCTION.
14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA 7ION /N
ACCORDANCE WMTH THE STANDARDS AND SPECIFICA TIONS OF 7HE CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA
STANDARDS AND SPECIFICA TIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN 7HE
RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE
TRENCH BOTTOM OR 7HE TOP OF 7HE 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.
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034,
SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY.
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES
ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE.
1N PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PA W NG.
B❑LTH❑LES - 3 PLCS
EQUALLY SPACED 120°
APART ON 23 1/16' (586MM)
DTA B.C. (SEE DETAIL)
O
SEWER hti
lop
MADE IM USA
COVER & FRAME
PLAN VIEW
25' DIA.
1635MM] 1'
3/4' 125MM]
119MMI
8 3/4" L 2 1/2'
1222MM] 164MM]
TYP
COVER SECTION VIEW
26 1/2' DIA
1673MM]
25 1/4' DIA
1641MM] �� 1 1/16'
1/4' (6MM) DIA 127MM]
NEOPRENE GASKET
6'
[152mm]
5/8'� 23 3/8' DIA CL OPEN
116MM] 1594MM]
27 5/16' DIA
1694MM]
34 1/8' DIA
COVER BOTTOM VIEW
(3) BLT SOC. (ALLEN HEAD>
5/8'-11 X 1.5 SS
RUBBER WASHER
EON BOLTING DETAIL
1/4' 1 1/16'
16MM] 127MM]
1/8'
13MMI
1/8'
IR3MM]
GASKET GROOVE DETAIL
C867MM7 NOTES:
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER"), OR WATER (SPECIFY "WATER").
~�Y o STD. PLAN - 401
+ n + PUBLIC WORKS MANHOLE FRAME AND COVER -
'� DEPARTMENT
DECEMBER 2008
I
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
7'
SE 114 SECTION 14., TOWNSHIP 23' N. RANGE 5 E, W.M.
THE EN C,,,,,,,l LA VE A T B11IR111111111111DIL E RIDGE
MANHOLE FRAME AND COVER
SEE STD. PLAN 401
ADJUSTMENT RINGS (2" MIN.)
SEE NOTE 6
MORTAR JOINT(S) (3/8" MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C-443
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
LADDER -POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX. PIPE SIZE - 'E'
CONCRETE SHELF
" PRECAST BASE SECTION
OR CAST IN SHELF.
NOT TO SCALE
'At tB, fC, tDf IEf
48" MH 48" 6" MIN. 5"MIN 24" MIN. 21" I.D.
54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D.
60" MH 60" 8" MIN. 1 6" MIN. 42" MIN. 30" I.D.
NOTES:
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF
ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED,
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR
APPROVED EQUAL.
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE.
IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
Y416 STD. PLAN - 400.1
PUBLIC WORKS STANDARD SANITARY MANHOLE
DEPARTMENT
��1vze SEPTEMBER 2011
1/2 PLUG AS DAM
TEE OF APPROPRIATE SIZE
4
a'• 1•
SEE NOTE 6
• 4. .
w• t
"RELINER" BRAND STAINLESS
STEEL ADJUSTABLE CLAMPING
BRACKETS OR APPROVED EQUAL
` 90• BEND
4•'': 3/4 THE DIAMETER OF
• THE DOWNSTREAM PIPE
NOTES:
1. INSIDE DROPS ARE ONLY TO BE USED UPON APPROVAL BY THE
WASTEWATER UTILITY SECTION.
2. ALL PIPES AND FITTINGS SHALL BE SIMILAR SIZE AND MATERIAL
AS INCOMING MAINLINE.
3. MINIMUM SIZE MANHOLE FOR INSIDE DROP CONNECTION SHALL BE
60" DIAMETER.
4. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR,
KOR-N-SEAL BOOTS OR APPROVED EQUAL.
5. WITHIN A 60" DIAMETER MANHOLE, THE MAXIMUM ALLOWABLE DIAMETER
OF THE INSIDE DROP PIPING IS 12". INSIDE DROPS EXCEEDING 12" IN
DIAMETER OR MULTIPLE DROPS SHALL BE REVIEWED BY THE WASTEWATER
UTILITY AND MAY REQUIRE A LARGER DIAMETER MANHOLE.
6. "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS
OR APPROVED EQUAL SHALL BE INSTALLED WITHIN 6" OF
BOTH BELL AND SPIGOT ENDS OF EACH DROP PIPE.
IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS
SHALL BE INSTALLED WITH A MAXIMUM SPACING OF 4 FEET
ON CENTER. BRACKETS SHALL BE ATTACHED UTILIZING STAINLESS
STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS.
Y
PUBLIC WORKS INSIDE DROP CONNECTION STD. PLAN 402'2
N + DEPARTMENT FOR SANITARY MANHOLE
AUGUST 2011
PROPERTY LINE
z
3'-0"
FUTURE
6" BUILDING SEWER PIPE BUILDING SEWER
- -
w
z�2"x 4" STUD MARKING POST PAINTED
\-TEE WITH 6" SIDE OUTLET = �6"X6"X(3" WYE "
WHITE WITH THE WORD SEWER" STENCILED
SURFACE CLEANOUT WITH
w CAST IRON RING & COVER IN 3" HIGH BLACK LETTERS AND #6 WIRE
CL (EAST JORDAN IRON WORKS WRAPPED AROUND THE STUD AND
2975 OR APPROVED EQUAL, EXTENDED TO THE TOP OF THE STUD.
°- SPECIFY "SEWER" ON LID,
6" SIDE SEWER AND BUILDING SEWER SEE STD. PLAN 403.1 FOR
INSTALLATION)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
LINES ARE AS FOLLOWS:
A. VITRIFIED CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE
COUPLINGS (FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR
APPROVED EQUAL).
C. PVC MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS.
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR
APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE
AT MANUFACTURED KNOCK -OUTS OR THE
STRUCTURE SHALL BE CORE -DRILLED.
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
1:3:5 MIX
G
CONCRETE
BLOCKING
n
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6 SIDE OUTLET TEE
°
SEWER
,�
6 MIN.
MAIN
CONCRETE
BLOCKING ANGLE
OF TEE
AT MAIN OVER 25
ELEVATION
PNO� G��NG
HORIZONTAL
SEWER MAIN
TYPICAL SIDE SEWER ELEVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
Y
+�a + PUBLIC WORKS STANDARD SIDE SEWER STD. PLAN -- 406.1
DEPARTMENT INSTALLATION
NT� (SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011
{- W (SEE NOTE 7) LIMITS OF PIPE ZONE
BEDDING MATERIAL FOR
SANITARY SEWER PIPE /O.D. OF PIPE
(SEE NOTE 5) /
FOUNDATION LEVEL
6
BEDDING FOR SANITARY SEWER PIPE
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE
STANDARD SPECIFICATIONS.
5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS"
AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD
SPECIFICATIONS OR PEA GRAVEL.
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS.
� Y S. PLAN - 405
+� � PUBLIC WORKS PIPE BEDDING TD
DEPARTMENT FOR SANITARY SEWERS
T o� OCTOBER 2012
SEALEQUAL"ANDITH A RYO00 SANDRAF AFTER PLAN
PATCHING NTS
A
7
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2'-0' OUTSIDE D,A.
2'-0' DEPTH OF CLASS "B"
T
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ASPHALT TO BE 2" BELOW
°
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BOTTOM OF THE UPPER
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ADJUSTMENT RING OR A
MINIMUM OF 8" WHICHEVER
'
�
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IS GREATER.
jI
r
rD Cr1
MORTAR JOINT(S) (3/8" MIN.) SEE
ADJUSTMENT
BRICKS.
RING (1" MIN.) OR
SEE NOTE 4.
tz
NOTE 3 AND SPECIAL PROVISON
7-05.3(1).
J 5
T
od
SECTION A-
A
�d
NOTES
Y CT7
1, REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE 3
ALL JOINTS BETWEEN THE CONE, ADJUSTMENT RINGS,
m
WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS FOUR
BRICKS AND FRAME SHALL BE GROUTED
FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE
USING RISER RINGS OR CONCRETE BLOCKS PER STD. PLAN 4,
ADJUSTMENT OF THE FRAME TO GRADE SHALL BE
`
400.1.
ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT
RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE
2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 86 OF
STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE
CLASS '8' ASPHALT OR TO A DEPTH THAT IS 2" BELOW THE
USE OF SHIMS IS PROHIBITED.
BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER IS
I
GREATER OR AS APPROVED BY THE ENGINEER.
STD. PLAN - 400.4
�Ast
PUBLIC WORKS TYPICAL UTILITY COVER jLFPwvED!� DEPARTMENT ADJUSTMENT FOR 1`IPAVEMENT OR OVERLAY
DATE
RECOMMENDED FOR APPOVAL
BY:q IMP � Date:.7LL�
BY: Date:
BY: Date:
BY: Date:
cmr COMMENTS , , ., 3. t 4 02. 1 3. 1 5 SURVEYEDSis : SCALE: 1988 THE ENCLAVE AT BRIDLE RIDGE DATE.
�f C /� AAtec► HORIZONTAL: TALL NAD D1983/1991 1 0.03.1 4
` CITY v� two 05.19.5 t DESIGNED: x'1.7 NOTED CITY OF
FIELDBOOK:
D, R. STRONG 3 CRY MN 07.13.15 � Y�
CONSUL TING ENGINEERS DRAWN: - RENTON
PAGE:
ED4 1�4J o�.23.15 t111AJ np SEWER NOTES AND DETAILS DRAWING NO:
ENGINEERS PLANNERS SURVEYORS ONE INCH
CHECKED: AT FULL SCALE
y Planning/Building/Public Works Dept. SS7
_ IF NOT ONE INCH
620 7TH AVENUE, K/RKLAND, WA 98033 N 0 • REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY 14005368 SHEET: OF:
0 425.827.3063 F 425.827.2423 tNA,J 26 29
DRS PROJECT NO. 13117 A -N N N N A 4
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