HomeMy WebLinkAboutWWP2703383.2SW 1/4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTON, DING COUNTY, WASHINGTON
CONNECT TO EXISTING
-5 SANITARY SEWER STUB. SEE
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LADDLR (5)_ 2 4
C5.1 C .
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PROVIDE 2 MIN; SEPERATION BETWEEN
PROPOSED UTIL111ES AND PETROLEUM LINE;
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C5.1 C5.1
GENERAL NOTES 6-AND 7.
.....AND,
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UTILITIES AND POWER AND FIBER OPTIC LINES.
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LADDER (S)
-5
M N dam- NN H 2 O
N o N ON N o N o N ON
GENERAL NOTES
1, CONTRACTOR SHALL CONTACT UTILITY PURVEYORS PRIOR TO CONSTRUCTION TO LOCATE UTILITIES. CONTACT
ENGINEER IF DISCREPANCIES OR CONFLICTS WITH PROPOSED UTILITIES,
2. PROPOSED PIPE LENGTHS ARE TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED.
3. PROVIDE 18" MIN. VERTICAL SEPARATION BETWEEN WATER AND SANITARY LINES.
4. PROVIDE 6" MIN. VERTICAL SEPARATION BETWEEN STORM AND SANITARY LINES.
5. PROVIDE 10' MIN. HORIZONTAL SEPARATION BETWEEN SANITARY AND WATER LINES AND 5' HORIZONTAL
SEPARATION BETWEEN SANITARY AND STORM LINES. SIDE SEWER SHALL BE PROVIDED AT 2% MINIMUM SLOPE.
6. AS -BUILT DRAWINGS PROVIDED BY CITY OF RENTON SHOW EXISTING 8" SANITARY LINE STUBBED TO PROPERTY
LINE. CONTRACTOR SHALL POTHOLE AND VERIFY STUB LOCATION, SIZE, AND INVERT ELEVATION PRIOR TO
CONSTRUCTION AND ORDERING MATERIALS.
7. CONTRACTOR SHALL POTHOLE AND VERIFY VERTICAL AND HORIZONTAL LOCATION OF EXISTING 12' PETROLEUM
LINE. POTHOLING SHALL BE CONDUCTED WITH A REPRENSENTIVE OF OLYMPIC PIPELINE PRESENT. CONTACT
HOLLY WILLIAMSON (425) 235-7736, OLYMPIC PIPELINE, PRIOR TO CONSTRUCTION AND ORDERING MATERIALS
TO SCHEDULE POTHOLING. SEE SHEET C5.2 FOR ADDITIONAL OLYMPIC PIPELINE REQUIREMENTS.
8. SEE SHEET C5.2 FOR CITY OF RENTON SANITARY SEWER NOTES AND SPECIFICATIONS.
- I -- I _I- I 1 1
1018+00 1018+50 1019+00 S4013830%
MANHOLE FRAME AND COVER
SEE DRAWING BR29
(SP PAGE B074)
12" MAX 24"
ADJUSTMENT (4" MIN.)
A 1 A PROPERTY LINE
CONE
'D'
I FUTURE i RUBBER GASKETED JOINTS IN
6 BUILDING SEWER PIPE BUILDING SEWER
ACCORDANCE WITH ASTM C-443
10" �{ Q 2„x 4" STUD SERVICE MARKER PAINT C, "
(� TEE WITH 5" SIDE OUTLET � UPPER PORTION WHITE ANS STENCIL ON STEPS - 3/4 DEFORMED BAR
" a ` L!'� SIDE WORDING 'SEWER" WITH 3" HIGH STEPS SHALL BE INCLUDED
CONCRETE "; , ` SPECIFY � Q p � p � � � 1� � w BLACK LETTERS. AND y& WIRE WRAPPED /
CLASS 3000 LETTERING p l p l� ,� p I p
AROUND THE STUD AND EXTENDED TO THE 6 - 1 �"
TOP of THE STUD, CONCRETE RISER BY PIPE INC.,
1 _0,. o p ®O 7' MIN. OR APPROVED EQUAL.
j 6" SIDE SEWER AND QUILQING SEWER
T---- - -
4-3/4" L-
15" 12" i7 m; v
i z �t UNLESS OTHERWISE APPROVED 8Y THE CITY, MAKE TAP THROUGH CAST
SECTION A -A FIBER JOINT WATER TIGHT rzz >> IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS /�
PACKING PLUG �� WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. 12" (TYP) MAX. PIPE SIZE - 'E'
PLAIN AND REINFORCED CONCRETE, DI PIPE AND CI PIPE SEWER
-� LADDER -STD. ALUMINUM
MAINS ARE TO BE CORE DRILLED. OR GALVANIZED STEEL
VITRIFIED CLAY PIPE SHALL BE CUT AND HAVE A NEW TEE
g SECTIONED IN. CONCRETE SHELF
45' (1/8) BEND MORTAR FILLET ,,
60" ALLOWABLE MAX. 1% PRECAST BASE SECTION
~ FOR CAST IRON PIPE OR CAST IN SHELF.
1 OR DUCTILE IRON PIPE.I\ t
.
1:3:5 MIX Tx SN
PIPE MATERIAL AS SPECIFIED _; y 25} CONCRETE B e
BY THE ENGINEER BLOCKING A 8
0 23 I. �p�N MP�ycR� 8" MIN. (TYP)
" 24" r 2 2 5 MN SLOPE
HORIZONTAL
6" SIDE OUTLET TEE f SANITARY MANHOLE TYPICAL DETAIL
SECTION B-B SEWER MAIN SEWER MAIN NOT TO SCALE
6" MIN,
CAST IRON RING AND COVER
CONCRETE BLOCKING ANGLE
A'
B'
C'
'D'
E'
48"
6" MIN.
5"MIN
24° MIN.
21" LD.
�._ �.
TYPICAL SfDE SEWER ELEVATION
48" MH
OF TEE AT MAIN OVER 25
54 MH
54"
8" MIN,
5.5" MIN.
24' MIN.
24" 1.D.
ELEVATION
60" MH
60
8" MIN.
6" MIN.
42 MIN.__
1 30" 1.D.
j PLUG TO BE SEALED
IN SAME MANNER A5 ,
NOTES:
_ MAIN SEWER JOINTS.
-------- ____ 1, STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING TO BE PER DRAWING BR29.
4,
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
NOTE: 5ALL JOINTS SHALL BE UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE 6. SANITARY SEWER MANHOLESTSHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
MANHOLE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING, WASSER MC-AROSHIELD OR
NOTES: THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. APPROVED EQUAL: COLOR OF COATING SHALL BE WHITE.
1, ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS. FRAME AND COVER 7. RUBBER GHEIGHT JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
D
NOTES: 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. SANITARY MANHOLE
1. 6" CLEANOUT RING AND COVER SHALL BE EAST JORDAN IRON WORKS, INC. INC. No. 3705 (LOCKING) OR EQUAL. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR
6 INCH CLEANOUT 2. FRAME AND COVER SHALL BE A WATER TIGHT ASSEMBLY. APPROVED EQUAL.
No. 3675. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. TYPICAL DETAIL
2. IN UNIMPROVED AREAS, POUR A V-D" THICK, 2'-0' SQUARE 3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), 10, MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL HAVE A 'SURETRACK" CLIMBING
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. SANITARY (SPECIFY "SEWER"). OR WATER (SPECIFY "WATER"). ti O ADOPTED STANDARD SIDE SEVER INSTALLATION AND FALL PROTECTION SYSTEM INSTALLED.
3. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND ADOPTED �- CITY OF RENTON (SEWER MAIN TO PROPERTY LINE)
COVER AS REQUIRED BY STANDARD DETAIL DRAWING 8R36. CITY OF RENTON * d + y v O CITY OF ADOPTED
STANDARD PLANS ti ADOPTED + .
� r
STANDARD PLANS f-03/10/051 Revved notes and Deta[L DCV I MDB iVTQ 1ST DATE: 04/04 CITY OF RENTON
LST DATE:04/04 04/10/0 Revised notes and Detail. JDH OMC * 4 - O STANDARD PLANS
�' STANDARD PLANS. T � IST DATE: 04/04
04/10/03 Revised notes. JDH DMC 10/17/96 Added notes. pCV AG i LST DATE:04/04 4 1 0 Revised notes. DMC
o ,t 96 Added notes. Ocv AG DWG. NAME: 8074 SP PAGE: 8074
DWG. NAME: B076 SP PAGE: B076 DATE REVISION BY APPR o 1z 9s Added notes. AG
DATE REVISION BY APPR to i7 Edited nota txv AG DATE REVISION BY APPR DWG. NAME: B071 SP PAGE: B071
MANHOLE FRAME �&C�O VER DWG. NAME: B078 SP PAGE: B078
CLEANOUT 2 SIDE SEWER SANIIARY SEWER MANHOLE
1 NOT TO SCALE NO TE SCALE 3 � NET TD LE
NOT TO SCALE
VERTICAL DATUM INAVD 881
CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON WITH PUNCH
ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET
EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN
OF AN EAST -WEST PIPELINE RIGHT-OF-WAY. ELEVATION = 18.84; SEE SHEET CO.0.
- CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56'
HORIZONTAL DATUM
PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW
23RD STREET. BEARING NORTH 89'51'58" WEST, SEE SHEET CO.O.
RECORD NOTE 01/23/08 RECOMMENDED
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, FOR APPROVAL
IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL THESE DRAWINGS ARE NOT TO BE BY
CivtEngineers IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS WHICH MAY
Structural Engineers HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. THOSE RELYING USED FOR CONSTRUCTION UNLESS BY
ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION SIGNED BY THE REVIEWING AGENCY
Landscape Architects OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. sBY
Community Planners SURVEYED.
HfORZ. 1 "=40' VERrrA-* �y1905
HORMONT/1991
Land Surveyors oESMCTH VE R T. 1 "=10'
Neighbors ® RECORD DRAWING CTH 1 23 08 DRAW. BEE
WATER METER LOCATIONS & SERVICE ENTRIES CTH 6 26 07 CIH� F- ° FULL NE `MI DATU M
TACO MA � S EATTL E AT FULL SCALE
F NOT 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL , a#9CORD 4OLY
1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL N0. REVISION BY DATE APPR
CALL TWO BUSINESS
DAYS BEFORE YOU DIG
1-800-424-5555
�= CITY OF
=� RENTON
Planning/Building/Public Works Dept.
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
nATF
DATE
DATE
CEDAR RIVER CORPORATE PARK
SEWER PROFILE,
NOTES AND DETAILS
OF WASgr�
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IONAL
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EXPIRES 7 114
RECORD -DRAWING
REUSE OF DOCUMENTS
THIS DOaA1DR HAS BEEN SIGNED ELECTRONICALLY IN
ACCORDANCE WITH WAC 196-23-070 AND CHAPTER 19.34 RCW,
UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS
DOCUMENT WTLL INVALIDATE THE DOCIMENT,
MY CERTIFICATION AND SIGNATURE
THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN
INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF
AN% AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY
OTHER PROJECT NTTHWT NEITTEN AUTHORIZATION OF AHEL.
DATE
06/05/07
i!MDBOOK:
PARE:
DRAWING NO:
C5.1
SHE: OF.
17 24