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A PORTION OF THE S.E. 114 OF THE NW 114 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM.
STA. 6+37.50, CENTERLINE
PVC SS 8" PVC CAP
6 LF 5" AeNpi i I IE 8' PVC SS=462.78
Plant JS�50.0050L? I
4 7: 7 5
BASIS OF BEARING 6 ad fence 11
STA. 6+31.50, CENTERLINE
SSMH No. 6
. . . . . . . . . . . . . . RIM=472.00
F
PVC SS (IN) N=462.75
IE 8
No. I IE 8- PVC SS (OUT) 5=462.65
TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID
WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF
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00*58'59 35" COUNTERCLOCKWISE WAS APPLIED AT A PUNCH MARK IN 2' BRASS 1 6 SSSL S=458 00 CATCH BASIN
iMmi46.5;O
P.lm 47IC11B
DISC AT THE CENTER LINE OF 140TH AVENUE SOUTHEAST, AT SOUTHEAST CORNER
d 3:: cork 1� 1 166,71 IF
OF SITE. THE MONUMENT IS THE CENTER OF SECTION 10, TOWNSHIP 23 NORTH,
N 469 of It.
EX. CURB AND GUTTER
RANGE 4 EAST OF THE MLLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF
SF SAWCUT
1983 /1991 (NAD 83 / 91) GRID COORDINATES WERE FOUND TO BE 183615.j63 AND SIDEWALK (TIP.)
131398Z645 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION
FACTOR OF 0.999981078 AND THE GRID SCALE FACTOR OF 1.000000806 WAS
APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES - ------- 1 141 5+99.04
40 L I
17
-6200 MIk.' 0'. INV=462.47
11' F PVC
�463 26
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VER77CAL DATUM -0 0
18 LF 6".SSSL - .1 - . 11
1 4 - ,.,.' , ii 1: 6 , uj.0
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NORTH AMERICAN VERTICAL DATUM OF 1988 NAVD 88 (CITY OF RENTON)
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INV=F456.36 Z
SAWCUT EX. AC PAVEMENT
(TYP.)
BENCHMARK t T°
BASE. (I E° NEWACPAVEMENT
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CITY OF RENTON CONTROL POINT NO. 1907, CHISELED SQUARE AT THE SOUTH /1-- D z
EAST CORNER OF CONCRETE BASE FOR CONCRETE BASE FOR MAILBOXES ON THE I IE �78,SF I k
4
WEST SIDE OF 142ND AVENUE SOUTHEAST OPPOSITE HOUSE NUMBER 12014.
5+4Z21
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SITE. INV=462.04
FOUND 2" BRASS DISK WITH "X", INCASED, IN THE CENTER LINE OF 140TH AVENUE
SOUTHEAST, AT SOUTHEAST CORNER OF SITE. 0:; F -6 --PyvC;-
��-o 0200 MIN 1, and
ELEVATION: 470.35 , , "I
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1 6.427 SF
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Building 7 + T�
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STA. 0+4919 CENTERLINE
2
SSMH No. 30' Access & Storm CAFCAJ BA'AN
RIM=439.81 drainage easement 470.42
S !L6.83 I IE
- - -- I 1 1* : . . . . .1 un3jta, j 468.M
IE B" PVC SS IN E=433.11 INV=45 3.43 1W CONC S 467.67 IF
- PVC SS (OUT) S=43J.01 20 LF 6" SSSL -,j
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25 :LF &'SSSL,: S�:0.0200- MIN by oranr
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7-
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S=1-0- 1632�
S -A4Y 5�LF 8" VC SS; IE 8" PVC SS (OUT) W=460.97
'0.0363
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Funce 4 cyclone fence
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7-- P.:0282
CH LF 8" PVC SS =d0074 "n o 12 " CMP MW 467,211 Iji.\)
n 14 436.5A 46 ROAD MIN 6' CSTC INV=453-98
r, 11 Site benchtark:,.j
I GtiP E 431 66 IF I I I
12:' 431.54 IE 15% MAX GRADE
STA. 2+90.81, CENTERLINE
R LINE A Center Section PROVIDE MIN. 5' 'WALL TO WALL SEP.- - Township 23 North,
8 LF 6' SSSL FROM STORM TO SANITARY SEWER SSMH No. 4 Range 5
0+10.00 RIM 463.71 found 2 "East 65 W.M L
5�=0.0200 MIN PVC SSSL (IN) N=455.70 bra di 47 C) Applo,
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INV=432.72 STA. 1+70.00, CENTERLINE with X incased 1:
INV=432.88 IE 8- PVC SS (IN) E=455.70 Elevation: 470
SANITARY SEWER LINE A IE 8- PVC SS (OUT) W=455.60 :Asqhdlt' ZMI(1.11 HM�01
2 '. , ! 1
STA. 0+00.00, CENTERLINE SSMH No. � J
EX. SS14H No. 1 RIM =460.3t S IF
8 1 S
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PROJECT NO.:
DRAWN BY: JGO/ENM
ISSUE DATE: 1h13-2006
SHEET REV.: 1-30-07
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A PORTION OF THE S 114 OF THE NW 114 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W M"
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SSMH 7Vo..3 ..
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IEj 8" PVC SS (IN) IV- 455.70
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IE 8" PVC SS (OUT) W 455.60
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IE;8 PVC :SS (IN) E- 45230
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DRAWN BY: JQC. ENM
ISSUE DATE: 11-13 -2006
SHEET REV.: 1 -30-07
SAWARY SEWER
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SHEET REV.: 1 -30-07
SAWARY SEWER
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ISSUE DATE: 11-13 -2006
SHEET REV.: 1 -30-07
SAWARY SEWER
PROMES
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051535502 -CI I.DM
SHEET 11 OF 13
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1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WiTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF PROPERTY LINE 1
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- 6" SIDE OUTLET TEE /
2. 774E HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8.30 A.M. TO 3.30 PM ON WEEKDAYS FU1uRE
'6" BUILDING SEWER PIPE I BUIU)INOSEMIR 12
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10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS DRAWING OF THE SANITARY SEWER
ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 4" PORTION N WHIT MARKER
TEE 6" SIDE GUILEi :. UPPER PORTION WHITE ANS STENCIL ON
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BLACK LETTERS. AND /B WIRE WRAPPED
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SYSTEM WHICH HAS BEEN S
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RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCA77ON SO AS TO AVOID DAMAGE OR DISTURBANCE.
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5. A PRECONSIRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW UNLESS OTHERWISE APPR0 BY THE CITY. IT MAKE TAP STEEL THROUGH B CASs 12' (TYP)
IRON SADDLE SECURED TO SEWER MAINMiTH STNNL'c55. STEEL BANDS
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7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS OR DUCTILE IRON PIPE.
PRIOR TO ANY CONSTRUCTION. 1:3:5 MIX B, .
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8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER BLOCKING 25 N�AcF� 9
PLANS Y,VA - G�CYLt`" N SLOPE
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6'
SANITARY SEWER NOTES 12" MAX -214
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WiTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF PROPERTY LINE 1
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RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS.
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--
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2. 774E HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8.30 A.M. TO 3.30 PM ON WEEKDAYS FU1uRE
'6" BUILDING SEWER PIPE I BUIU)INOSEMIR 12
UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT (425) 430 -7200. ALL
STREET CLOSURES PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN
`2"x PAINT
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS DRAWING OF THE SANITARY SEWER
ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 4" PORTION N WHIT MARKER
TEE 6" SIDE GUILEi :. UPPER PORTION WHITE ANS STENCIL ON
MAIN
SIDE WORDING 'SEWER* WITH S' HIGH 6-1/2"-r
BLACK LETTERS. AND /B WIRE WRAPPED
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4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S
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RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCA77ON SO AS TO AVOID DAMAGE OR DISTURBANCE.
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IRON SADDLE SECURED TO SEWER MAINMiTH STNNL'c55. STEEL BANDS
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CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO W14EN OONNEC71NG NEW,SIDE SEWERS TO EXISTING MAIN.
48"
STARTING CONSTRUCTION. (INSPECTION WiLL BE ACCOMPLISHED BY A REPRESENTA77VE OF THE CITY OF RENTON.) IT PLAIN AND REINFORCED CONCRETE, DI PIPE AND Cl PIPE SEWER
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SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO N077FY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF MAINS ARE TO BE CORE DRRiED.
M�t� CLAY PPE SHALL BE CUT AND HAVE A NEW TEE MORTAR FILLET
1 21" I.D.
BACKFILLING ALL CONSTRUCTION.
ii. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WiTH A LOOSE AVERAGE DEPTH OF 6
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE k"M
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SAFETY OF WORKER S AND OTHERS ON THE CONSTRUCTION SITE 60" ALLOWABLE MAX.
FOR CAST IRON PIPE
54"
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS OR DUCTILE IRON PIPE.
PRIOR TO ANY CONSTRUCTION. 1:3:5 MIX B, .
15.5 " MIN.
CONCRETE ��YP)
8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER BLOCKING 25 N�AcF� 9
PLANS Y,VA - G�CYLt`" N SLOPE
1 24" I.D.
MANHOLE FRAME AND COVER
SEE DRAWING BR29
(SP PAGE 8074)
ADJUSTMENT (4" MIN.)
CONE
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C -443
STEPS - 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
MAX. PIPE SIZE - 'E'
LADDER TD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR- OTHERWISE STABILIZED TO THE SATISFACTION OF THE
DEPARTMENT FOR 774E PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. STANDARD SIDE SEWER INSTALLATION
SANITARY SEWER MANHOLE
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH
SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM
GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WiLL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE
BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SOR 35, SDR, C900 . DRIVEWAY
OR DUCTILE IRON CLASS 50. SANITARY SEWER FORCE MAIN TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING U (BV OTHERS)
TO LATEST REVISIONS OF AWWA C110 & C111, THICKNESS CL.52.
SPECIFY Rio 17. IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN LETTERING o Q o o Q o CEMENT CONCRETE
PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. ALL MANHOLES SHALL HAVE LOCKING o ri o PEDESTRIAN CURB (TYP.)
LIDS i -- - -
18. ALL SANITARY SEWER IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS. ANY /;' ` CoN�
DEVIATION FROM THESE PLANS WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND 'APPROPRIATE PUBLIC // SIDEWALK
AGENCIES. i
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CURB & GUTTER
(SEE NOTE 3)
RAMP YA1FI 12HAV
SLOPE (TYP.)
DEPRESSED
CURB & GUTTER
(SEE NOTE 3)
19. LOCATIONS OF ROADWAYS, BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROXIMATE. FOR DIMENSIONED TYPE 1 - ISOMETRIC VIEW
LOCATIONS OF THESE IMPROVEMENTS REFER TO THE ARCHITECTURAL SITE PLAN. IMPROVEMENT AND STRUCTURE SEE SHEET 3
LOCATIONS SHALL BE FIELD SET BY THE ENGINEER AS REQUIRED.
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SANITARY MANHOLE TYPICAL DETAIL
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS
--
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HORIZONTAL
NOT TO SCALE
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS DRAWING OF THE SANITARY SEWER
SEWER MAIN L
SEWER
MAIN
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48" MH
48"
6" MIN.
5 "MIN
24" MIN.
1 21" I.D.
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CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION
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54" MH
54"
8" MIN.
15.5 " MIN.
1 24" MIN.
1 24" I.D.
INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95% OF MAXIMUM DENSITY. THESE
OF TEE AT MAIN OVER 25
COMPACTION SHALL BE COMPLETED PRIOR TO TESTING LINES FOR LEAKAGE.
so" MH
60"
8" MIN.
1 6- MIN.
142 " MIN.
1 30" I.D.
22. ALL SIDE SEWERS SHALL BE A MINIMUM 6" DIAMETER AND HAVE A MINIMUM SLOPE OF 2.O% PROPERTY /LOT e
COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE
ELEVATION
TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
CORNERS AND / OR BUILDING LOCATIONS AND FINISH GRADES SHALL BE ESTABLISHED IN THE FIELD PRIOR TO ANY
NOgs
12. OPEN CUT ROAD CROSSINGS FOR U77UTY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH
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.
TO BE PER DRAWING
RAW
CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WiTH SAW
3. DANH OF REINFORCED PRECAST CONCRETE
REINFORCED 4. MANHOLE SECTIONS TO
IN A CON71N000S LINE. A TEMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND
S. ALL JOINTS SHALL BE GROUTED.
6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF CURRENT
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR
WTIIE
-IT
CITY OF RENTON STANDARDS.. -
-
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 25' COVER AT PROPERTY LINE OR 3 -5' LOWER
APPROVED ER GASKETED EQUAL; COLOR OF LL BE IN SHALL BE
]. RUBBEfl AL: JOINTS SHALL. TI G HAUL BE
WITH ASTM C -443.
LARGEST PIPE.
B. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER THE L
13. DATUM SHALL BE CITY OF RENTON, NAVD 1988 (METERS) AND NAD 198311991 (METERS).
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
-
D. CONNECTIONS TO MANHO E SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR
APPROVED EQUAL
10. MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL HA E A 'SURE TRACK" CLIMBING
AND FALL PROTECTI ON. SYSTEM INSTALLED.
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR- OTHERWISE STABILIZED TO THE SATISFACTION OF THE
DEPARTMENT FOR 774E PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. STANDARD SIDE SEWER INSTALLATION
SANITARY SEWER MANHOLE
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH
SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM
GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WiLL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE
BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SOR 35, SDR, C900 . DRIVEWAY
OR DUCTILE IRON CLASS 50. SANITARY SEWER FORCE MAIN TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING U (BV OTHERS)
TO LATEST REVISIONS OF AWWA C110 & C111, THICKNESS CL.52.
SPECIFY Rio 17. IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN LETTERING o Q o o Q o CEMENT CONCRETE
PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. ALL MANHOLES SHALL HAVE LOCKING o ri o PEDESTRIAN CURB (TYP.)
LIDS i -- - -
18. ALL SANITARY SEWER IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS. ANY /;' ` CoN�
DEVIATION FROM THESE PLANS WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND 'APPROPRIATE PUBLIC // SIDEWALK
AGENCIES. i
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CEMENT CONCRETE
CURB & GUTTER
(SEE NOTE 3)
RAMP YA1FI 12HAV
SLOPE (TYP.)
DEPRESSED
CURB & GUTTER
(SEE NOTE 3)
19. LOCATIONS OF ROADWAYS, BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROXIMATE. FOR DIMENSIONED TYPE 1 - ISOMETRIC VIEW
LOCATIONS OF THESE IMPROVEMENTS REFER TO THE ARCHITECTURAL SITE PLAN. IMPROVEMENT AND STRUCTURE SEE SHEET 3
LOCATIONS SHALL BE FIELD SET BY THE ENGINEER AS REQUIRED.
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MAY BE TO 90X IF NOT IN AN AREA OF FUTURE PAVEMENT OR STRUCTURAL FILL. TRENCH BACKFILL AND 2
25;
COMPACTION SHALL BE COMPLETED PRIOR TO TESTING LINES FOR LEAKAGE.
22. ALL SIDE SEWERS SHALL BE A MINIMUM 6" DIAMETER AND HAVE A MINIMUM SLOPE OF 2.O% PROPERTY /LOT e
236 _
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CORNERS AND / OR BUILDING LOCATIONS AND FINISH GRADES SHALL BE ESTABLISHED IN THE FIELD PRIOR TO ANY
SEWER CONSTRUCTION. SIDE SEWER TEE STATIONS ARE REFERENCED FROM THE NEAREST DOWNSTREAM MANHOLE. THE C
CEMENT CONCRETE
CONTRACTOR SHALL MAINTAIN ACCURATE AS -BUILT RECORDS OF ALL SIDE SEWER LOCATIONS. ALL SIDE SEW_ ERS SHALL S
SIDEWALK
BE TESTED AT THE TIME OF MAIN LINE TESTING. PIPE MATERIAL SHALL BE C900 FOR DEPTHS OVER 15'.
CEM. CONC.
CURB & GUTTER
(SEE NOTE 3)
DRIVEWAY ENTRANCE
SIDE SLOPE (TYP.)
DEPRESZED
CURB & ;JTTER
(SEE N01C 3)
23. WHERE A WATER
BETWEEN THE TOP OF SEWER AND BOTTOM OF WATER MAIN, THE SEWER SHALL BE CONSTRUCTED OR TYPE 2 ISOMETRIC VIEW
PIP LASS 50 FORA MINIMUM HORIZONTAL DISTANCE OF 10' ON EACH SIDE SEE SHEET 4
RECONSIRUC7ED WITH DUCTILE IRON E (C )
OF THE WATER MAIN CROSSING.
zz 24. SANITARY SEWER MAIN LINES (8" DIAMETER AND LARGER) SHALL NOT BE CONSTRUCTED ANY CLOSER THAN 10 FEET NOTES
N TO ANY BUILDING OR 5 FEET TO ANY CARPORT. 1. When the driveway width exceede 15 feet, construct a full
S depth expansion Joint (see Standard Pion F -3) with 3/8' Joint
w 25. NEW CONNECTIONS TO EXISTING FACILITIES SHALL BE SEALED OFF UNTIL UPSTREAM CONSTRUCTION IS FINISHED, filler along the driveway centerline.
TESTED, CLEANED AND ACCEPTED. ALL CONSTRUCTION DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE NOtES. 2. Construct expansion Joints parallel with the centerline as
SEAL. ALL TES7ING SHALL BE IN THE PRESENCE OF A CITY OF RENTON INSPECTOR. 1. ALL COVERS SHALL DE LOCKING LID PER EAST JORDAN IRON WORKS. required at 15' maximum spacing when driveway widths exceed
INC. N. 3705 (LOCKING) OR EQUAL 30'. See Std. Plan F -3 for sidewalk details.
2 FRAME AND COVER SHALL BE A WATER TIGHT ASSEMBLY.
26. PRIOR TO ACCEPTANCE OF CONSTRUCTION AND / OR ISSUANCE OF OCCUPANCY PERMITS, ENGINEER / SURVEYOR - 3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN ON COVER). 3. Curb and gutter shown, see the Contract. Plans for the
CERTIFIED AS -BUILT DRAWINGS MUST BE PREPARED OF ALL SANITARY SEWER FACILITIES. SANITARY (SPEC FY "SEWER "). OR WATER (SPECIFY "WATER"). curb design specified. See Std. Plan F -1 for curb details.
4. Avoid placing drainage structures, Junction boxes or other
27. INSTALL FALL RESTRAINT SYSTEM IN ALL SANITARY SEWER MANHOLES OVER 20 -FEET DEEP. FALL RESTRAINT obstructions in front of driveway entrances.
SYSTEM SHALL BE "SURETRACT CLIMBING AND FALL PROTECTION SYSTEM-, AS MANUFACTURED BY "MILLER FALL MANHOLE FRAME AND COVER
PROTECTION ".
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FR 2-:-:�4
PROJECT NO.: 05YS3
DRAWN BY: K?C: /ENM
ISSUE DATE: 11-13 -2006
SHEET REV.: 1 -30-07
13AWWTARY SEWER
NOTES AND DETAILS
CEMENT CONCRETE DRIVEWAY ENTRANCE
TYPES 1, 2, 3, & 4 05I53SS03- C12.DWG
Sheet 1 OF 8
ADOPTED
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ISSUE DATE: 11-13 -2006
SHEET REV.: 1 -30-07
13AWWTARY SEWER
NOTES AND DETAILS
CEMENT CONCRETE DRIVEWAY ENTRANCE
TYPES 1, 2, 3, & 4 05I53SS03- C12.DWG
Sheet 1 OF 8
ADOPTED
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PROJECT NO.: 05YS3
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SHEET REV.: 1 -30-07
13AWWTARY SEWER
NOTES AND DETAILS
CEMENT CONCRETE DRIVEWAY ENTRANCE
TYPES 1, 2, 3, & 4 05I53SS03- C12.DWG
Sheet 1 OF 8
ADOPTED
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BASIS OF BEARING ,
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5. ] N I I+
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FACTOR OF 0.999981078 AND THE GRID SCALE FACTOR OF 1.000000806 WAS 1
1 SIDE SEWER I I I I
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3_ ± 5,200 OT 4) PAD = 470 ±,,
PAD =4 B `
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I I SECTION B -B
SEE SHEET C67 I I I f Ir`� Io OORDINAIE LOCA770N
i I I I. I I f n 4
SS STUB FOR
FUTURE EXTENSION
SS EXTENSION
AND MANHOLE
FOR FUTURE
DEVELOPMENT
I If:N OA3,11V
/ P161 4 t.PO
( to CON(. , 450 r:' ]E
10 CUNT. N <115 cl 01 n
8" PVC SS
CONNECT TO
8" AC WA MAIN
REPLACE EX. 6" WATER
WITH 8" WATER BY OTHERS
— DOMESTIC
METER TYP.
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- NEW CONC. ROLLED
CURB AND GUTTER
AND SIDEWALK MATCH
EXISTING (TYP.)
1 1,:11 n e491N
II�n a Aga
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i" (UI IL S
t
t rIU It
i'•e r -ail
NEW AC PVMT,
PATCH (TYP.)
SAWCUT
EX AC. PVMT.
���„e of
y: > +e t,cdl curl,
30' Access &Storm \I I i I I I F SIDE SEWER W! AslI, I I I cAl11l snslrl
drainage easement �` LJ I I I I X. HOUSE PLUMBING I I I niN liu 42
CB, TYPE 11 54 "0 - - - - - -- e+ it of
:,•.I `I I N •t pi7 it IN t,UIJI'. 9 457.61 1E IF
FLOW CONTROL STRUCTURE 35 STORM I u _ I , a I yFECTION A -A, I ) { ]} 1
SEE SHEET CO6 EASEMENT I Iw -SEE SHEET C007 fl x EXISTING
n v FL ll.. -- v�✓.• WATER METER
44.87_(P) 444.86' (C) so S89'19'63 "E 622.91' (C) 622.93' 0') - - -- - -- - - - - -- -- - - - . -�s -� e1 I I TO REMAIN
_.. - -- nel.r meter (;ate
%.. -
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CONNECT TO \ "'
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- . `% -PROPOSED 4" WA' I -1`
v _
1 } _ 8 PVC S
AAY u,
- 12' WIDE GRAVEL ACCESS ROAD FOR j
I ' A11:11 NA;•tll / ACCESS TO SANITARY SEWER MANHOLES + 1 , °
n1N 436,54 fn
1z" car' c 43t 66 tE v f
% 12" CE41' W 4ll hA IE , +
m � I
1 i
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(UNDER CONSTRUCTION)
4.
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S89'19'03 "E 2611.38 re ienc,l "
48 "0 SSMH (TYP.) Y
30' WIDE N TRACT
USE OWNED E CITY CB, TYPfi I (TYP)
OF RENTON USE VIA AGREEMENT
WITH CITY OF RENTON
56' LONG x 14.5' WDE LEGEND
x 7.4' HIGH DETENTION VAULT
SEE SHEET C06 _.rl a0-
rl
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5'
GRAPHIC SCALE
SCALE. F -20'
RM-L 2' F Polk
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CONNECT TO NEW 8" WA
1 h MAIN DESIGN BY
.�,
OTHERS) FIELD VERIFY
PVC SS i I to).0 LOCATIONS OF EXISTING
'i F.� I I Igoe
I ,.I
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CB TYPE 1
PROPOSED Site benchmark: I
DOMESTIC Center Section 10
METER (TYP) Township 23 Northf
Range 5 East, W.M.,
found 2" brass di c 47a'
:D CONTOUR with "X ", incased u ,
Elevation: 470.35
TOUR
1 I•.� 0�6 .Ill it .� 4F ),t tr-
YSEWER CLEANOUT
Y SEWER MANHOLE
TER MAIN
REINSTALL 06 I S I
BENCHMARK
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TER METER
EXISTING AS 110
REQUIRED
W. ,e1el�
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1 W /SOLID LOCKING LID
11 W /SOLID LOCKING LID
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IT i
(SPOUT MANIFOLD I I n 5 ;t1J
PAVEMENT RECOMMENDED
CHECKED FOR COMPLIANCE FOR APPROVAL
SIDEWALK CITY STANDARDS
1EMENT Dote I 2/ BY:
IVEL ROAD Date BY:
Date
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OF RENTON USE VIA AGREEMENT
WITH CITY OF RENTON
56' LONG x 14.5' WDE LEGEND
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SEE SHEET C06 _.rl a0-
rl
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GRAPHIC SCALE
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'i F.� I I Igoe
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Elevation: 470.35
TOUR
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PAVEMENT RECOMMENDED
CHECKED FOR COMPLIANCE FOR APPROVAL
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IVEL ROAD Date BY:
Date
IC SIDEWALK AND DRIVEWAY
A.0 H
9�
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it*
SS STUB FOR
FUTURE EXTENSION
U_' SS EXTENSION
AND MANHOLE
FOR FUTURE
4 Par DEVELOPMENT
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.. ....I f.. t,,. ¢,,. s.F
THE GRID SCALE FACTOR OF 1.000000806 WAS SIDE SEWER
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