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EXISTING SSMH #lA
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ST
SANITARY SEWER MANHOLE #16
LOCATE 6.00' N 87*37'37" W
AND 6.00' N 0907'00" E
OF WA DOT MONUMENT.
SEE DETAIL 8071 NEXT SHEET
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LEGEND;
PROPOSED SANITARY SEWER
0
PROPOSED SANITARY SEWER MANHOLE
PROPOSED SAWCUT LINE
PROPERTY LINE
UTILITY SETBACK
BUILDING SETBACK LINE
SS
SS —
EXISTING SANITARY SEWER
W
W —
EXISTING WATER LINE
ST
ST —
EXISTING STORM LINE
OE
OE —
EXISTING OVERHEAD POWER
0
EXISTING POWER POLE
>----<
EXISTING CULVERT
0 0 ------- 0�
EXISTING FENCE
0
EXISTING SANITARY SEWER MANHOLE
EXISTING DITCH CENTERLINE
-
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
—518—
EXISTING CONTOUR
EXISTING ASPHALT
EXISTING CONCRETE
EXISTING WA DOT MONUMENT
M-
I EXPIRES: 11/10/09
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1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED
BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE
EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED
AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S
RESPONSIBLY TO FIELD VERIFY THE FIELD LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE. WHETHER SHOWN ON THE PLANS
OR NOT. PRIOR TO CONSTRUCTION REPORT ANY DISCREPANCIES
TO THE ENGINEER PRIOR TO CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY IT IS
THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY.
EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT
INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION.
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MORTAR
FILLET
FFSITE SANITA,.IHY SEWE Ex i ENS ON DETAILS
JON AND KIRA HAMILTON
CITY F RENTON, KING COUN lY, WASHINGTON
MANHOLE FRAME AND COVER
SEE DRAWING BR29
(SP PAGE B074)
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 -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE
NOTES:
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,
5. ALL JOINTS SHALL BE GROUTED.
6. 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.
7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443.
S. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE.
9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR
APPROVED EQUAL.
10. MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL BE A MINIMUM 60" DIAMETER
AND HAVE A "SURETRACK" CLIMBING AND FALL PROTECTION SYSTEM INSTALLED.
• i'
ORIENT
AND COVER
OF •
MANHOLE SANITARY SEWER
LOCATE 6.00'
AND wr 00'07'00"
OF DOT •
WA DOT
MONUMENT,
vL -CL
SPECIFY
LETTERIN
NOTES:
1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS.
INC. No. 3705 (LOCKING) OR EQUAL.
2. FRAME AND COVER SHALL BE A WATER TIGHT ASSEMBLY.
3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER),
SANITARY (SPECIFY "SEWER"). OR WATER (SPECIFY "WATER ").
um
71 1
_" ®. R.:•' aye
DWG. NWE: 4 SP P 74 1
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY IT IS THE CONTRACTOR'S
EXPIRES: 11 /10/09 RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY. EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT
INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION.
NOTES: GENERAL SANITARY SEWER
1. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE CITY STANDARDS AND SPECIFICATIONS,
LATEST REVISIONS THEREOF.
2. ALL SEWER MAINS SHALL BE PVC, ASTM D -3034, SDR 35 OR APPROVED EQUAL. ALL SEWER MAIN
SIZE IS 8 INCHES IN DIAMETER UNLESS OTHERWISE NOTED.
3. SEWER RIM ELEVATIONS SHOWN ARE APPROXIMATE ONLY AND ARE NOT TO BE TAKEN AS FINAL
ELEVATIONS. RING AND COVER SHALL BE SET IN CENTERED CONCRETE RINGS WITH RAM -NECK FOR
ADJUSTMENT TO MATCH FINAL PAVEMENT ELEVATIONS.
4. THE CONTRACTOR AND SURVEY CREW SHALL VERIFY ELAVATIONS OF EXISTING SEWER LINES AND
MANHOLES TO BE TIED TO PRIOR TO CONSTRUCTION OR STAKING OF SANITARY SEWER.
5. NO UNDERDRAIN SYSTEM WILL BE ALLOWED TO BE PLACED IN MAINLINE OR SEWER SERVICE TRENCHES.
6. SEWER SERVICE TEES FOR EACH UNIT SHALL BE STAKED BY A SURVEY CREW AND FURNISHED AND
INSTALLED BY THE CONTRACTOR. THE CONTRACTOR SHALL FURNISH TO THE ENGINEER "AS
CONSTRUCTED" LOCATION OF TEES. SEWER WYES SHALL BE USED RATHER THAN TEES.
7. ALL MANHOLES SHALL BE 48- INCHES IN DIAMETER WITH 24 -INCH RING AND COVER, ECCENTRIC CONE
UNLESS OTHERWISE SPECIFIED.
8. PIPE BEDDING SHALL BE CLASS "B" AND CONFORM TO SECTION 9 -03.19 OF THE WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION, 2008, AND IN ACCORDANCE TO CITY STANDARD SPECIFICATIONS AND STANDARD DRAWING
B077.
9. ALL PIPE LENGTHS ARE APPROXIMATE.
10. THE CONTRACTOR SHALL HAVE IN HIS POSSESSION AT ALL TIMES ONE (1) SIGNED COPY OF THE PLANS
WHICH HAVE BEEN APPROVED BY THE CITY.
11. ALL MANHOLES SHALL HAVE SHAPED INVERTS.
12. ALL SEWER LINES SHALL BE TESTED IN ACCORDANCE WITH CITY STANDARDS AND SPECIFICATIONS PRIOR
TO ACCEPTANCE OR ANY CONNECTION TO AN EXISTING SEWER LINE.
A. FOUR INCHES (4 ") AT A TWO PERCENT (2X) SLOPE (1/4" PER FOOT) FOR SINGLE- FAMILY OR DUPLEX RESIDENTIAL, OR
B. SIX INCHES (6 ") AT A TWO PERCENT (27) SLOPE (1/4" PER FOOT) FOR MULTI- FAMILY, COMMERCIAL OR INDUSTRIAL.
IN NO EVENT SHALL THE DIAMETER OF THE SIDE SEWER STUB BE LESS THAN SIX INCHES (6 ").
THE UTILITY MAY ALLOW, UNDER CERTAIN CIRCUMSTANCES, A SIX INCH (6') SIDE SEWER TO BE LAID AT NO LESS THAN ONE
PERCENT (1 X) (1/8" PER FOOT). A GRADE RELEASE HOLDING THE CITY HARMLESS FOR THE FLATTER SLOPE WILL BE REQUIRED.
WHENEVER POSSIBLE, THE BUILDING SEWER SHALL BE BROUGHT TO THE BUILDING AT AN ELEVATION BELOW THE BASEMENT FLOOR.
NO BUILDING SEWER SHALL BE LAID PARALLEL TO OR WITHIN THREE FEET (3') OF ANY BEARING WALL, WHICH MIGHT THEREBY BE
WEAKENED. THE DEPTH SHALL BE SUFFICIENT TO AFFORD PROTECTION FROM FROST. THE BUILDING SEWER SHALL BE LAID AT
UNIFORM GRADE AND IN STRAIGHT ALIGNMENT INSOFAR AS POSSIBLE. CHANGES IN DIRECTION SHALL BE MADE WITH PROPER FITTINGS
PER CITY STANDARDS. THE WASTEWATER UTILITY MAY ALLOW, AT ITS DISCRETION, THE INSTALLATION OF A SIX INCH (6 ") BUILDING
SEWER PROPERLY CURVED NOT TO EXCEED ONE- HALF(1 /2) OF MANUFACTURER'S SPECIFICATIONS.
IN ALL BUILDINGS IN WHICH ANY BUILDING DRAIN IS TOO LOW TO PERMIT GRAVITY FLOW TO THE PUBLIC SEWER, SANITARY SEWAGE
CARRIED BY SUCH DRAIN SHALL BE LIFTED BY APPROVED ARTIFICIAL MEANS AND DISCHARGED TO THE BUILDING SEWER.
ALL EXCAVATIONS REQUIRED FOR THE INSTALLATION OF A BUILDING SEWER SHALL BE OPEN TRENCH WORK UNLESS OTHERWISE
APPROVED BY THE UTILITIES ENGINEER. PIPE LAYING AND BACKFILL SHALL BE PERFORMED IN ACCORDANCE WITH ASTM SPEC.
C12 -L9 AND APWA SPEC. SEC. 60 EXCEPT THAT NO BACKFILL SHALL BE PLACED UNTIL THE WORK HAS BEEN INSPECTED.
PRIOR TO THE START OF CONSTRUCTION ACTIVITIES, TELEPHONE:
425 - 430 -7203
A MINIMUM OF 24 HOURS IN ADVANCE OF REQUIRED INSPECTIONS.
INSPECTION REQUESTS FOR THE FOLLOWING WORK DAY MUST BE RECEIVED NO LATER THAN 3 :00 PM.
UPON DIALING, YOU WILL RECEIVE A RECORDED MESSAGE ASKING FOR YOUR INSPECTION REQUEST. AT THE TONE,
RELAY YOUR REQUEST INCLUDING THE FOLLOWING INFORMATION:
1. YOUR PERMIT NUMBER (IE C- 000000) OR, IN CASES OF CITY PROJECT, THE PROJECT
IDENTIFICATION. (INSPECTIONS WILL NOT BE SCHEDULED WITHOUT PROPER IDENTIFICATION).
2. LOCATION OF REQUESTED INSPECTION. (STREET ADDRESS, STREET INTERSECTION, ETC.)
3. TYPE OF INSPECTION REQUESTED. (CONCRETE, EARTHWORK, DRAINAGE, SEWER, FIELD MEETING, ETC.)
4. NAME OF PERSON TO CONTACT AND DAY -TIME PHONE NUMBER.
5. APPROXIMATE TIME OF REQUESTED INSPECTION - AM OR PM. (DUE TO A VARIABLE WORKLOAD,
INSPECTIONS CANNOT BE SCHEDULED FOR SPECIFIC HOURS. THE ONLY EXCEPTION IS INSPECTIONS
THAT REQUIRE THE SCHEDULING OF SPECIAL TESTING PERSONNEL, OBSERVING CONSULTANTS, OR
OTHER TIME - RESTRAINING FACTORS APPROVED BY THE INSPECTOR IN ADVANCE. INSPECTIONS WILL
BE SCHEDULED IN THE ORDER RECEIVED TO THE LIMIT OF AVAILABLE MAN HOURS.
NOTE: THE ONLY EXCEPTION TO THE 24 HOUR MINIMUM SCHEDULING REQUIREMENT IS IN CASES OF 81ONAFIDE
EMERGENCIES. IN CASES OF TRUE EMERGENCIES (BROKEN UTILITIES, URGENT TRAFFIC CONTROL PROBLEMS, ETC.),
TELEPHONE:
425- 430 -7200
AND ASK TO SPEAK TO THE ASSIGNED INSPECTOR (BY NAME IF POSSIBLE). AN ATTEMPT WILL BE MADE TO CONTACT
THE INSPECTOR OR, IF THAT INSPECTOR IS UNAVAILABLE, TO ASSIGN AN EMERGENCY INSPECTOR TO HANDLE THE
PROBLEM. NOTE: THIS PROCEDURE IS TO BE USED FOR REAL EMERGENCIES ONLY. YOUR FAILURE TO ADEQUATELY
SCHEDULE YOUR OPERATIONS TO ALLOW FOR ADVANCE REQUESTS DOES NOT CONSTITUTE AN EMERGENCY!!
YOU WILL BE CHARGED FOR THE INSPECTOR'S TIME IF THE PROBLEM IS NOT AN EMERGENCY!
miw CITY OF
R EN TON
Planning /Building /Public Works Dept.
a
ummil
0 -17 -08
FIELDSOOK:
PAGE:
SHEET: OF:
2 3
'A'
'B'
'C'
'D'
'E'
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.
6" MIN.
42" MIN.
30" I.D.
NOTES:
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,
5. ALL JOINTS SHALL BE GROUTED.
6. 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.
7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443.
S. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE.
9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR
APPROVED EQUAL.
10. MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL BE A MINIMUM 60" DIAMETER
AND HAVE A "SURETRACK" CLIMBING AND FALL PROTECTION SYSTEM INSTALLED.
• i'
ORIENT
AND COVER
OF •
MANHOLE SANITARY SEWER
LOCATE 6.00'
AND wr 00'07'00"
OF DOT •
WA DOT
MONUMENT,
vL -CL
SPECIFY
LETTERIN
NOTES:
1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS.
INC. No. 3705 (LOCKING) OR EQUAL.
2. FRAME AND COVER SHALL BE A WATER TIGHT ASSEMBLY.
3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER),
SANITARY (SPECIFY "SEWER"). OR WATER (SPECIFY "WATER ").
um
71 1
_" ®. R.:•' aye
DWG. NWE: 4 SP P 74 1
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY IT IS THE CONTRACTOR'S
EXPIRES: 11 /10/09 RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY. EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT
INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION.
NOTES: GENERAL SANITARY SEWER
1. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE CITY STANDARDS AND SPECIFICATIONS,
LATEST REVISIONS THEREOF.
2. ALL SEWER MAINS SHALL BE PVC, ASTM D -3034, SDR 35 OR APPROVED EQUAL. ALL SEWER MAIN
SIZE IS 8 INCHES IN DIAMETER UNLESS OTHERWISE NOTED.
3. SEWER RIM ELEVATIONS SHOWN ARE APPROXIMATE ONLY AND ARE NOT TO BE TAKEN AS FINAL
ELEVATIONS. RING AND COVER SHALL BE SET IN CENTERED CONCRETE RINGS WITH RAM -NECK FOR
ADJUSTMENT TO MATCH FINAL PAVEMENT ELEVATIONS.
4. THE CONTRACTOR AND SURVEY CREW SHALL VERIFY ELAVATIONS OF EXISTING SEWER LINES AND
MANHOLES TO BE TIED TO PRIOR TO CONSTRUCTION OR STAKING OF SANITARY SEWER.
5. NO UNDERDRAIN SYSTEM WILL BE ALLOWED TO BE PLACED IN MAINLINE OR SEWER SERVICE TRENCHES.
6. SEWER SERVICE TEES FOR EACH UNIT SHALL BE STAKED BY A SURVEY CREW AND FURNISHED AND
INSTALLED BY THE CONTRACTOR. THE CONTRACTOR SHALL FURNISH TO THE ENGINEER "AS
CONSTRUCTED" LOCATION OF TEES. SEWER WYES SHALL BE USED RATHER THAN TEES.
7. ALL MANHOLES SHALL BE 48- INCHES IN DIAMETER WITH 24 -INCH RING AND COVER, ECCENTRIC CONE
UNLESS OTHERWISE SPECIFIED.
8. PIPE BEDDING SHALL BE CLASS "B" AND CONFORM TO SECTION 9 -03.19 OF THE WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION, 2008, AND IN ACCORDANCE TO CITY STANDARD SPECIFICATIONS AND STANDARD DRAWING
B077.
9. ALL PIPE LENGTHS ARE APPROXIMATE.
10. THE CONTRACTOR SHALL HAVE IN HIS POSSESSION AT ALL TIMES ONE (1) SIGNED COPY OF THE PLANS
WHICH HAVE BEEN APPROVED BY THE CITY.
11. ALL MANHOLES SHALL HAVE SHAPED INVERTS.
12. ALL SEWER LINES SHALL BE TESTED IN ACCORDANCE WITH CITY STANDARDS AND SPECIFICATIONS PRIOR
TO ACCEPTANCE OR ANY CONNECTION TO AN EXISTING SEWER LINE.
A. FOUR INCHES (4 ") AT A TWO PERCENT (2X) SLOPE (1/4" PER FOOT) FOR SINGLE- FAMILY OR DUPLEX RESIDENTIAL, OR
B. SIX INCHES (6 ") AT A TWO PERCENT (27) SLOPE (1/4" PER FOOT) FOR MULTI- FAMILY, COMMERCIAL OR INDUSTRIAL.
IN NO EVENT SHALL THE DIAMETER OF THE SIDE SEWER STUB BE LESS THAN SIX INCHES (6 ").
THE UTILITY MAY ALLOW, UNDER CERTAIN CIRCUMSTANCES, A SIX INCH (6') SIDE SEWER TO BE LAID AT NO LESS THAN ONE
PERCENT (1 X) (1/8" PER FOOT). A GRADE RELEASE HOLDING THE CITY HARMLESS FOR THE FLATTER SLOPE WILL BE REQUIRED.
WHENEVER POSSIBLE, THE BUILDING SEWER SHALL BE BROUGHT TO THE BUILDING AT AN ELEVATION BELOW THE BASEMENT FLOOR.
NO BUILDING SEWER SHALL BE LAID PARALLEL TO OR WITHIN THREE FEET (3') OF ANY BEARING WALL, WHICH MIGHT THEREBY BE
WEAKENED. THE DEPTH SHALL BE SUFFICIENT TO AFFORD PROTECTION FROM FROST. THE BUILDING SEWER SHALL BE LAID AT
UNIFORM GRADE AND IN STRAIGHT ALIGNMENT INSOFAR AS POSSIBLE. CHANGES IN DIRECTION SHALL BE MADE WITH PROPER FITTINGS
PER CITY STANDARDS. THE WASTEWATER UTILITY MAY ALLOW, AT ITS DISCRETION, THE INSTALLATION OF A SIX INCH (6 ") BUILDING
SEWER PROPERLY CURVED NOT TO EXCEED ONE- HALF(1 /2) OF MANUFACTURER'S SPECIFICATIONS.
IN ALL BUILDINGS IN WHICH ANY BUILDING DRAIN IS TOO LOW TO PERMIT GRAVITY FLOW TO THE PUBLIC SEWER, SANITARY SEWAGE
CARRIED BY SUCH DRAIN SHALL BE LIFTED BY APPROVED ARTIFICIAL MEANS AND DISCHARGED TO THE BUILDING SEWER.
ALL EXCAVATIONS REQUIRED FOR THE INSTALLATION OF A BUILDING SEWER SHALL BE OPEN TRENCH WORK UNLESS OTHERWISE
APPROVED BY THE UTILITIES ENGINEER. PIPE LAYING AND BACKFILL SHALL BE PERFORMED IN ACCORDANCE WITH ASTM SPEC.
C12 -L9 AND APWA SPEC. SEC. 60 EXCEPT THAT NO BACKFILL SHALL BE PLACED UNTIL THE WORK HAS BEEN INSPECTED.
PRIOR TO THE START OF CONSTRUCTION ACTIVITIES, TELEPHONE:
425 - 430 -7203
A MINIMUM OF 24 HOURS IN ADVANCE OF REQUIRED INSPECTIONS.
INSPECTION REQUESTS FOR THE FOLLOWING WORK DAY MUST BE RECEIVED NO LATER THAN 3 :00 PM.
UPON DIALING, YOU WILL RECEIVE A RECORDED MESSAGE ASKING FOR YOUR INSPECTION REQUEST. AT THE TONE,
RELAY YOUR REQUEST INCLUDING THE FOLLOWING INFORMATION:
1. YOUR PERMIT NUMBER (IE C- 000000) OR, IN CASES OF CITY PROJECT, THE PROJECT
IDENTIFICATION. (INSPECTIONS WILL NOT BE SCHEDULED WITHOUT PROPER IDENTIFICATION).
2. LOCATION OF REQUESTED INSPECTION. (STREET ADDRESS, STREET INTERSECTION, ETC.)
3. TYPE OF INSPECTION REQUESTED. (CONCRETE, EARTHWORK, DRAINAGE, SEWER, FIELD MEETING, ETC.)
4. NAME OF PERSON TO CONTACT AND DAY -TIME PHONE NUMBER.
5. APPROXIMATE TIME OF REQUESTED INSPECTION - AM OR PM. (DUE TO A VARIABLE WORKLOAD,
INSPECTIONS CANNOT BE SCHEDULED FOR SPECIFIC HOURS. THE ONLY EXCEPTION IS INSPECTIONS
THAT REQUIRE THE SCHEDULING OF SPECIAL TESTING PERSONNEL, OBSERVING CONSULTANTS, OR
OTHER TIME - RESTRAINING FACTORS APPROVED BY THE INSPECTOR IN ADVANCE. INSPECTIONS WILL
BE SCHEDULED IN THE ORDER RECEIVED TO THE LIMIT OF AVAILABLE MAN HOURS.
NOTE: THE ONLY EXCEPTION TO THE 24 HOUR MINIMUM SCHEDULING REQUIREMENT IS IN CASES OF 81ONAFIDE
EMERGENCIES. IN CASES OF TRUE EMERGENCIES (BROKEN UTILITIES, URGENT TRAFFIC CONTROL PROBLEMS, ETC.),
TELEPHONE:
425- 430 -7200
AND ASK TO SPEAK TO THE ASSIGNED INSPECTOR (BY NAME IF POSSIBLE). AN ATTEMPT WILL BE MADE TO CONTACT
THE INSPECTOR OR, IF THAT INSPECTOR IS UNAVAILABLE, TO ASSIGN AN EMERGENCY INSPECTOR TO HANDLE THE
PROBLEM. NOTE: THIS PROCEDURE IS TO BE USED FOR REAL EMERGENCIES ONLY. YOUR FAILURE TO ADEQUATELY
SCHEDULE YOUR OPERATIONS TO ALLOW FOR ADVANCE REQUESTS DOES NOT CONSTITUTE AN EMERGENCY!!
YOU WILL BE CHARGED FOR THE INSPECTOR'S TIME IF THE PROBLEM IS NOT AN EMERGENCY!
miw CITY OF
R EN TON
Planning /Building /Public Works Dept.
a
ummil
0 -17 -08
FIELDSOOK:
PAGE:
SHEET: OF:
2 3
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EXPIRES: 11/10/09
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CALL >.�
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1 m
1-60`00=424,5M
BACKFILL MATERIAL
(SEE NOTE 5) —
CONCRETE CLASS C
(SEE NOTE 8) —
FOUNDATION LEVEL
BACKFILL MATERIAL
(SEE NOTE 5) —
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6) —
FOUNDATION LEVEL
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7) —
FOUNDATION LEVEL
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
W (SEE NOTE 4) LIMITS OF PIPE ZONE
I
C
LENGTH(
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
PROPERTY LINE
Y B
B
200
6" MIN.
Z
*
»A
z 300
to 350
_
(CLASS DESIGN) �—
6" MIN.
6" MIN.
ZERO
6" MIN,
139
12" MAX.
6" BUILDING SEWER PIPE � BUILDING SEWER
W (SEE NOTE 4) LIMITS OF PIPE ZONE
124
144
w
? 2 "x 4" STUD SERVICE MARKER PAINT
1/4 O.D.
1/2 O.D.
1/8 O.D.
TEE WITH 6" SIDE OUTLET UPPER PORTION WHITE ANS STENCIL ON
O.D.
C
3/4 O.D.
SIDE WORDING "SEWER" WITH 3" HIGH
6
O.D.
—
a BLACK LETTERS. AND #6 WIRE WRAPPED
312
298
286
AROUND THE STUD AND EXTENDED TO THE
a TOP OF THE STUD.
268
261
255
371
C
371
3525
G" SIDE SEWER AND BUILDING SEWER
(CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
W (SEE NOTE 4) LIMITS OF PIPE ZONE
,I , 10„
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
3. COMPACT BEDDING MATERIAL TO 95X MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY
SEWERS SECTION OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH
"W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL
TRENCH WIDTH, EXCEPT FOR CLASS A BEDDING. THE MINIMUM CONCRETE
WIDTH SHALL BE 1 -1/2 I.D. + 18 ".
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES'
IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS,
EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE
DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL.
6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION
OF THE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES
SECTION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
8. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
2 -21 -91
LANE LINE
MARKING 7' -8"
STANDARD VEHICLE WHEEL PATH
CRUSHED ROCK, FLOWABLE FILL
OR AS REQUIRED BY ENGINEER
*MINIMUM ACP CLASS 'E' or 'B' SHALL BE:
PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS do INDUSTRIAL
ACCESS STREETS — 6" ACP CLASS 'E' or W.
RESIDENTIAL ACCESS STREETS — 2" ACP CLASS 'E' or W.
NOTE:
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
PLAIN AND REINFORCED CONCRETE, DI PIPE AND Cl PIPE SEWER
MAINS ARE TO BE CORE DRILLED.
VITRIFIED CLAY PIPE SHALL BE CUT AND HAVE A NEW TEE
SECTIONED IN.
' \— 6" SIDE OUTLET TEE
SEWER
6" MIN. MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
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.
2" CLAS
*2" TO 6" C
OR C!
-MIN MIN MIN' MINIMIN
2" CLASS 'B'
CRUSHED ROCK, FLOWA6L.L- I [-L-
OR AS REQUIRED BY ENGINEER
6.5' MIN.
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
6.5' MIN.
1° 1' 2.5' 1' 1'
MIN MIN r MIN MIN MIN
* FOR MINIMUM STANDARDS, SEE DWG# HR -05,
SP PAGE H032
)R
S*
D SURFACING TOP COURSE
LENGTH(
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CLASS D
CLASS F
200
6" MIN.
400
450
z 300
to 350
A
1/4 I.D.
6" MIN.
6" MIN.
ZERO
6" MIN,
139
12" MAX.
170
170
124
144
8
1/4 O.D.
1/2 O.D.
1/8 O.D.
ZERO
O.D.
C
3/4 O.D.
1/2 O.D.
1 i/8 O.D.
O.D.
—
LANE LINE
MARKING 7' -8"
STANDARD VEHICLE WHEEL PATH
CRUSHED ROCK, FLOWABLE FILL
OR AS REQUIRED BY ENGINEER
*MINIMUM ACP CLASS 'E' or 'B' SHALL BE:
PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS do INDUSTRIAL
ACCESS STREETS — 6" ACP CLASS 'E' or W.
RESIDENTIAL ACCESS STREETS — 2" ACP CLASS 'E' or W.
NOTE:
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
PLAIN AND REINFORCED CONCRETE, DI PIPE AND Cl PIPE SEWER
MAINS ARE TO BE CORE DRILLED.
VITRIFIED CLAY PIPE SHALL BE CUT AND HAVE A NEW TEE
SECTIONED IN.
' \— 6" SIDE OUTLET TEE
SEWER
6" MIN. MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
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.
2" CLAS
*2" TO 6" C
OR C!
-MIN MIN MIN' MINIMIN
2" CLASS 'B'
CRUSHED ROCK, FLOWA6L.L- I [-L-
OR AS REQUIRED BY ENGINEER
6.5' MIN.
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
6.5' MIN.
1° 1' 2.5' 1' 1'
MIN MIN r MIN MIN MIN
* FOR MINIMUM STANDARDS, SEE DWG# HR -05,
SP PAGE H032
)R
S*
D SURFACING TOP COURSE
PROCEDURE:
6 IN. DIAMETER
LENGTH(
PIPE
w 0
a
a. 50
100
150'i
cc 100
w 150
200
0 250
400
450
z 300
to 350
20
400
59
450
PROCEDURE:
6 IN. DIAMETER
PIPE
0
50
100
150'i
200
=250
300!
350
400
450
500
0
20
40
59
79
_ 98
118'
139
158
170
170
124
144
163
183
203
223
243
237
x:231
225
221
247
267
287
307:
312
298
286
276
268
261
255
371
391
371
3525
336
323
312s
302
293
286
278'
425
402
383
366
352
340
329'
320
312
304
298'
425
406
390
376
363
352
342'
333
326
318
312'
4251
_409
395
383?
371
361
c336
329
323:
425
411
399
388'
378
368
345
338
332!
425
413
402
392
383
374
M3524
352
346
340
425
414
404
395
387
379
358
352
347'
TIME
, SECONDS
llaM;L-I ?3a1
W - 11 N.C. SOCKET HD
SCREW i 1G" LONG
(BRONZE OR S.S.)
Jr c 2" RAISED PADS
12 Ys
14"
45' (1/8) BEND —�
e- +
0
1 •'
CONCRETE
CLASS 3000
WATER TIGHT
PLUG
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER" JOINTS.
NOTES:
1. 8" CLEANOUTS SHALL BE EASE JORDAN IRON WORKS, INC.
No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. a OR a Dw CxzmuT
2. IN UNIMPROVED AREAS, POUR A 1' -0" THICK, 2' -0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
4. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND
COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. ADOPM
"MININ11
FIELOBOOK:
PAGE:
1 A y
r
tin
�» � � M13. $.
JON NO
AND
A PORTION OF THE SW 1/4 OF J'AE
CITY OF if RENTON-
KI .t
I "I'll", PARCEL N
u w xCir,,Y
3 =
lip
EXISTING SSMH #1A
i
R-u t
I SIO
l is � p� r���N PLAN
\z�t, Tai,. „� . III, , xI ',t
;Y t
rl,li1r,,f - (ti ��� i.. � �£
! A 1,
E4
SANITARY SEWER MANHOLE #1 B
LOCATE 6.00' N 87'3737" W
AND 6.00' N 00'07'00" E
OF WA DOT MONUMENT.
SEE DETAIL B071 NEXT SHEET
36 LF N e PVC ATM D3034
SEWER STUB AT .00%
N 87'37'37” W
— WA DOT MONUMENT, N
CL –CL – DO NOT o
DISTURB —
D. -0-L 604 A7,
W —
ire; •
00
8 W
v
ct
. . . . . . . . . . . . . . . . . . . . . . . . EXISTING ASPHALT- AT . . . . . . . . . . . . . . . . . . . . .
................ ......... PIPE. CENTERLINE ..........._---- -...........
............... .............. .............. ........
�L ..................... .....
zyy
PIN LJ ................
I�
03034
AST SE
. 152 899 N/C
. . . . . . . .
............ ................ .......
........... .
............ .................. ..
cn..... ......... ....... ... ^.........
00 Iz w
F_ .... ...... F
ii— ®� . . . . . . . . . �0 1 ? .
w z I _ t-
500 �c� 00� r o�
. .
n Lo
cv ®�® �® � L �
II do (6 m11.0 �+
°
M � U)®® II
uj
x�– xxX . . . . . . . . . . . . . . . . . . ��_ . . . . . . . . . . . .
wcnww� F��w chV) cncn�WCL
.................................................................... ...............................
' EXISTING CONCRETE ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........ ........... ,7BUIiJ
EXISTING WA DOT MONUMENT a V1. a `21 �-
IL1.1 cl, K ........................
EXPIRES: 11 /10/09
0
r
"=
IR ` w 0
1 0
SCALE:
1 " =0'
ONE INCH
AT FULL SCALE
IF NOT 01', INCH
SCALE ACCORDINGLY
Fu
R
immo-14-1
3%HORION AL NAD 1981991 CITY O F
R EN TON
DATUM
Planning /Building /Public Works Dept.
D S - -3
0,6,' 's-34"95014
QY i�
• 10 20 44
i
SCALE: 1 11=40 V
,ix
FIELDSOOK:
PAGE:
DRAWING NO:
SHEET: OF:
1 3
® LAJ, mmm�ffl
b
Y
m
_o
0
•
i
0 V A
PROPOSED SANITARY SEWER
PROPOSED SANITARY SEWER MANHOLE
PROPOSED SAWCUT LINE
PROPERTY LINE
UTILITY SETBACK
BUILDING SETBACK LINE
SS
SS
EXISTING SANITARY SEWER
W
W
EXISTING WATER LINE
ST
ST
EXISTING STORM LINE
OE
OE
EXISTING OVERHEAD POWER
0
EXISTING POWER POLE
>
EXISTING CULVERT
—<
EXISTING FENCE
O
EXISTING SANITARY SEWER MANHOLE
EXISTING DITCH CENTERLINE
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
—518—
EXISTING CONTOUR
ZZ2
ZL
EXISTING ASPHALT
SANITARY SEWER MANHOLE #1 B
LOCATE 6.00' N 87'3737" W
AND 6.00' N 00'07'00" E
OF WA DOT MONUMENT.
SEE DETAIL B071 NEXT SHEET
36 LF N e PVC ATM D3034
SEWER STUB AT .00%
N 87'37'37” W
— WA DOT MONUMENT, N
CL –CL – DO NOT o
DISTURB —
D. -0-L 604 A7,
W —
ire; •
00
8 W
v
ct
. . . . . . . . . . . . . . . . . . . . . . . . EXISTING ASPHALT- AT . . . . . . . . . . . . . . . . . . . . .
................ ......... PIPE. CENTERLINE ..........._---- -...........
............... .............. .............. ........
�L ..................... .....
zyy
PIN LJ ................
I�
03034
AST SE
. 152 899 N/C
. . . . . . . .
............ ................ .......
........... .
............ .................. ..
cn..... ......... ....... ... ^.........
00 Iz w
F_ .... ...... F
ii— ®� . . . . . . . . . �0 1 ? .
w z I _ t-
500 �c� 00� r o�
. .
n Lo
cv ®�® �® � L �
II do (6 m11.0 �+
°
M � U)®® II
uj
x�– xxX . . . . . . . . . . . . . . . . . . ��_ . . . . . . . . . . . .
wcnww� F��w chV) cncn�WCL
.................................................................... ...............................
' EXISTING CONCRETE ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........ ........... ,7BUIiJ
EXISTING WA DOT MONUMENT a V1. a `21 �-
IL1.1 cl, K ........................
EXPIRES: 11 /10/09
0
r
"=
IR ` w 0
1 0
SCALE:
1 " =0'
ONE INCH
AT FULL SCALE
IF NOT 01', INCH
SCALE ACCORDINGLY
Fu
R
immo-14-1
3%HORION AL NAD 1981991 CITY O F
R EN TON
DATUM
Planning /Building /Public Works Dept.
D S - -3
0,6,' 's-34"95014
QY i�
• 10 20 44
i
SCALE: 1 11=40 V
,ix
FIELDSOOK:
PAGE:
DRAWING NO:
SHEET: OF:
1 3
® LAJ, mmm�ffl
b
Y
m
_o
0
•
i
0 V A