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ASBUILT PUBLIC SANITARY SEWER NOTES AND DETAILS
N wm �1
I. ALL WORK MATERIALS SHALL BE N CONFORMANCE WITH TIE STABS AND STUMTM OF TEE = OF RIEM MN
DEPARTMENT AID 7W WI ST EDITION OF TIE WSOOTAPWA STAiaR06 ADD SPECFI ATIONS.
2" ThE HOURS OF WORK N THE STREET RM- OF-10Y SWILL BE LIMITED 10 8:30 Alt. TO 3c30 P.Y. ON WEFXDAVS LMLESS
OTHERWISE APPROVED N WRTTNG BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CL06LlRES, PARTIAL
OR FULL, SHALL BE APPROVED BY THE DOWIMENT OF PUBLIC WORKS 24 HODS N ADWAINCE, THE POLICE DEPARTMENT,
FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN AM ANCE.
3. ALL CONSTRUCTION SHALL BE N ACMM wCE WITH - STAIQARD SUM 706 FOR MUNICIPAL PUBLIC WORKS
CMGMWTION-
PROMM BY WASHINM STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CRY OF
REkffON STANDARD SPECIFOTIONS.,
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT S"j BE THE CWRWWS ONSIBILITY TO
VERB TIME TRUE AND CORRECT LOCATION SO AS TO AVOID WWAGE OR
5. A PRECONSTRILE" CONFEREE AND A 24 -HOUR NOTICE SWILL BE REQUIRED PRIOR TO STARTING NEW R
SHAL_ BE THE CONTRACTOWS RESPONSIBILITY M SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
(INSPECTION WILL BE ACCOMPLISHED BY A REPRFSQ+NTATTVE OF THE CITY OF RENTON). R SWILL BE THE S
RESPNOLITY TO NOTIFY THE U 1111M DEPARTMENT 24 HOURS IN ADVANCE OF BACKF1 M ALL CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQU9M OF CONSTRUCTION AND FOR THE SAFETY OF
WORKERS AND OTHERS ON THE CONSTRUCTION SITE
7. IT SHALL BE THE REST ONSI81LITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
OTHER REIATED PERMITS PRIOR TO ANY CONSTROM.
& PLANS APPROVED E Y THE CITY OF RENTON, PUBLJC WORKS DEPARTMENT SNAIL 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 WON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH
HAS BEEN STAMPED AND SIGNED BY A LCEIIISED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
11. BACKRLL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES,
MAXIMUM DEPTH OF 8 NICHES, 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 TREW, d.
MATERW.S TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED
ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING A5e%H LT SHALL BE NEATUNE CUT WITH SAW IN A
CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFlLL AND COMPACTION. A PERMANENT
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 AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT
FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
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 LEVEUNG 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 SWILL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM
D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA
COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
® 1
24 "x 6" FRAME AND LIP
PER DRAWING BR29.
4" MIN. TO 12" MAX.
MORTAR
FILLET
6" M11
MANHOLE FRAME AND COVER
SEE DRAWING DR29
ADJUSTMENT (4' MIN.)
CONE
RUBBER GASKETED JOINTS
IN ACCORDANCE MATH ASTM C -443
STEPS - 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL
MAX. PIPE SIZE - 21" I.D.
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST iN SHELF.
NOTES:
1. STEPS TO BE 3/4" W DEFORMED BAR
GALVANIZED SAFETY STEPS OR EQUAL.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE
SECTIONS ARE INSTALLED.
3. CASTING TO BE PER DWG. 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- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING -SHALL BE WHITE.
7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C -443.
8. 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.
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE (CRY OF F13ffOIN SM. FILM NO, 8M)
.. •
taaaa-
0.
ASBUILT SANITARY SEWER
NOTES AND DETAILS
4
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFTEY
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3 -05 -03
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3. CASTING TO BE PER DWG. BR29.
FELD BOOK PAS
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a2" MIN. TO 84" MAX. MAx . MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
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8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C -443.
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s• 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE
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ASBUILT PUBLIC SANITARY SEWER NOTES AND DETAILS
N wm �1
I. ALL WORK MATERIALS SHALL BE N CONFORMANCE WITH TIE STABS AND STUMTM OF TEE = OF RIEM MN
DEPARTMENT AID 7W WI ST EDITION OF TIE WSOOTAPWA STAiaR06 ADD SPECFI ATIONS.
2" ThE HOURS OF WORK N THE STREET RM- OF-10Y SWILL BE LIMITED 10 8:30 Alt. TO 3c30 P.Y. ON WEFXDAVS LMLESS
OTHERWISE APPROVED N WRTTNG BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CL06LlRES, PARTIAL
OR FULL, SHALL BE APPROVED BY THE DOWIMENT OF PUBLIC WORKS 24 HODS N ADWAINCE, THE POLICE DEPARTMENT,
FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN AM ANCE.
3. ALL CONSTRUCTION SHALL BE N ACMM wCE WITH - STAIQARD SUM 706 FOR MUNICIPAL PUBLIC WORKS
CMGMWTION-
PROMM BY WASHINM STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CRY OF
REkffON STANDARD SPECIFOTIONS.,
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT S"j BE THE CWRWWS ONSIBILITY TO
VERB TIME TRUE AND CORRECT LOCATION SO AS TO AVOID WWAGE OR
5. A PRECONSTRILE" CONFEREE AND A 24 -HOUR NOTICE SWILL BE REQUIRED PRIOR TO STARTING NEW R
SHAL_ BE THE CONTRACTOWS RESPONSIBILITY M SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
(INSPECTION WILL BE ACCOMPLISHED BY A REPRFSQ+NTATTVE OF THE CITY OF RENTON). R SWILL BE THE S
RESPNOLITY TO NOTIFY THE U 1111M DEPARTMENT 24 HOURS IN ADVANCE OF BACKF1 M ALL CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQU9M OF CONSTRUCTION AND FOR THE SAFETY OF
WORKERS AND OTHERS ON THE CONSTRUCTION SITE
7. IT SHALL BE THE REST ONSI81LITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
OTHER REIATED PERMITS PRIOR TO ANY CONSTROM.
& PLANS APPROVED E Y THE CITY OF RENTON, PUBLJC WORKS DEPARTMENT SNAIL 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 WON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH
HAS BEEN STAMPED AND SIGNED BY A LCEIIISED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
11. BACKRLL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES,
MAXIMUM DEPTH OF 8 NICHES, 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 TREW, d.
MATERW.S TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED
ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING A5e%H LT SHALL BE NEATUNE CUT WITH SAW IN A
CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFlLL AND COMPACTION. A PERMANENT
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 AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT
FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
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 LEVEUNG 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 SWILL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM
D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA
COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
® 1
24 "x 6" FRAME AND LIP
PER DRAWING BR29.
4" MIN. TO 12" MAX.
MORTAR
FILLET
6" M11
MANHOLE FRAME AND COVER
SEE DRAWING DR29
ADJUSTMENT (4' MIN.)
CONE
RUBBER GASKETED JOINTS
IN ACCORDANCE MATH ASTM C -443
STEPS - 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL
MAX. PIPE SIZE - 21" I.D.
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST iN SHELF.
NOTES:
1. STEPS TO BE 3/4" W DEFORMED BAR
GALVANIZED SAFETY STEPS OR EQUAL.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE
SECTIONS ARE INSTALLED.
3. CASTING TO BE PER DWG. 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- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING -SHALL BE WHITE.
7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C -443.
8. 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.
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE (CRY OF F13ffOIN SM. FILM NO, 8M)
SANITARY SHALLOW MANHOLE TYPE B
NOT TO SCALE (CM OF Ff9f" STD. PLAN NO. BM])
WW-27-2868
I 0
FIOLL ''I 9
2' CLAS
*2"
CLA
CLA
l i a r E 1' �- 2_ 5• �• • •
IN MIN MIN MINI MIN
6.5' MIN.
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
* SEE DWG# HR -05 FOR MINIMUM STANDARDS
OF CURB OR
OF PAVEMENT
2" CLASS 'B'
ENTER LINE OR
ANE LINE
6.5' MIN.
is 10 2_5' L
MIN !MIN MIN I MIN I MIN
ACP CLASS 'E' OR 'B'
\-.60 CRUSHED
\SURFACING TOP COURSE
\-CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
WHEN PERPENDICULAR TO ROADWAY CENTER LINE
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
WHEN PERPENDICULAR TO ROADWAY CENTERLINE
NOT TO SCALE (CITY OF F eM N STS" PLAN NO. HR-23)
STRUCTURE
NOTE: INSTALL 4 PIPE ANCHORS
EVENLY SPACED ALONG 139 LF
OF 8" DULL PIPE.
I
139 LF O 20% +(PLUS)
8" DUI. PIPE -, ; , BOLTED STEEL _
STRAP
TRENCH SIDES
ANCHOR BOLT
EMBEDDED IN -
1 CUBIC FOOT I
CONC. BLOCK. _ CONCRETE BLOCK
=1i'' POURED NEAT)
1- - 1 1 1 1 1 I -[
NOTE: TRENCHES 4 FEET OR
GREATER SHOULD BE SHORED.
SECTION A -A
PIPE ANCHOR DETAIL
NOT TO SCALE
i
F 2 0.
NOTE: FOR HDPE PIPE, 1/2 C.Y. OF
CONCRETE SHALL ENCASE THE PIPE AT
EACH ANCHOR AND AN HDPE GRIP
COLLAR SHALL BE USED. THE TRENCH
FOR THE ANCHOR SHALL BE A MINIMUM
OF 1' WIDER THAN THE DITCH FOR THE
SANITARY SEWER MAIN.
03 N
W N
cm
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0.
ASBUILT SANITARY SEWER
NOTES AND DETAILS
4
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFTEY
'
HPG
3 -05 -03
2a..
STEPS OR EQUAL.
DCS
r
12 -1 -99
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
oATE 3 -05 -03 �
•
2
ARE INSTALLED.
DCS
JJ
12••
3. CASTING TO BE PER DWG. BR29.
FELD BOOK PAS
'
;
a2" MIN. TO 84" MAX. MAx . MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
JJ
.,
CHECKED DTC _ _
CONCRETE.
REVISION
•
1'
VARIABLE 2' TO s' 5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
APPROVED _ _ -
,, . :, 1 4-.1-
s mT C1O OF 13
2'
n
C. ALL JOINTS SHALL BE GROUTED
a"
'
s4"
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
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1x �•)
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
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WITH A HIGH SOLIDS URETHANE COATING;
d s
WASSER MC- CONSEAL OR APPROVED EQUAL;
Z U
e a �":b4 a
COLOR OF COATING SHALL BE WHITE.
o
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C -443.
a, , .• •
• ,� .; ; '• �., , . .'
s• 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE
.
' •. ,.
�� INSIDE DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
Z L
W
Z LLJ
:S M
ADAPTOR, KOR -N -SEAL BOOTS R
0 APPROVED EQUAL.
SANITARY SHALLOW MANHOLE TYPE B
NOT TO SCALE (CM OF Ff9f" STD. PLAN NO. BM])
WW-27-2868
I 0
FIOLL ''I 9
2' CLAS
*2"
CLA
CLA
l i a r E 1' �- 2_ 5• �• • •
IN MIN MIN MINI MIN
6.5' MIN.
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
* SEE DWG# HR -05 FOR MINIMUM STANDARDS
OF CURB OR
OF PAVEMENT
2" CLASS 'B'
ENTER LINE OR
ANE LINE
6.5' MIN.
is 10 2_5' L
MIN !MIN MIN I MIN I MIN
ACP CLASS 'E' OR 'B'
\-.60 CRUSHED
\SURFACING TOP COURSE
\-CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
WHEN PERPENDICULAR TO ROADWAY CENTER LINE
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
WHEN PERPENDICULAR TO ROADWAY CENTERLINE
NOT TO SCALE (CITY OF F eM N STS" PLAN NO. HR-23)
STRUCTURE
NOTE: INSTALL 4 PIPE ANCHORS
EVENLY SPACED ALONG 139 LF
OF 8" DULL PIPE.
I
139 LF O 20% +(PLUS)
8" DUI. PIPE -, ; , BOLTED STEEL _
STRAP
TRENCH SIDES
ANCHOR BOLT
EMBEDDED IN -
1 CUBIC FOOT I
CONC. BLOCK. _ CONCRETE BLOCK
=1i'' POURED NEAT)
1- - 1 1 1 1 1 I -[
NOTE: TRENCHES 4 FEET OR
GREATER SHOULD BE SHORED.
SECTION A -A
PIPE ANCHOR DETAIL
NOT TO SCALE
i
F 2 0.
NOTE: FOR HDPE PIPE, 1/2 C.Y. OF
CONCRETE SHALL ENCASE THE PIPE AT
EACH ANCHOR AND AN HDPE GRIP
COLLAR SHALL BE USED. THE TRENCH
FOR THE ANCHOR SHALL BE A MINIMUM
OF 1' WIDER THAN THE DITCH FOR THE
SANITARY SEWER MAIN.
03 N
W N
cm
C4 %000
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ASBUILT SANITARY SEWER
NOTES AND DETAILS
4
ASBUILT
I"- Z
HPG
3 -05 -03
3
REVISED PER CITY REVIEW
DCS
JJ
12 -1 -99
DESIaNED DTC
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DRAWN AB --
oATE 3 -05 -03 �
F0..E No.
2
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DCS
JJ
9 -29 -99
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FELD BOOK PAS
1
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JJ
8 -10 -99
CHECKED DTC _ _
NO.
REVISION
BY
1'
DATE
APPROVED _ _ -
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ASBUILT SANITARY SEWER
NOTES AND DETAILS
4
ASBUILT
CES
HPG
3 -05 -03
3
REVISED PER CITY REVIEW
DCS
JJ
12 -1 -99
DESIaNED DTC
- -
DRAWN AB --
oATE 3 -05 -03 �
F0..E No.
2
REVISED PER CITY REVIEW
DCS
JJ
9 -29 -99
SCALE 1 " =20'
FELD BOOK PAS
1
REVISED PER CITY REVIEW
DCS
JJ
8 -10 -99
CHECKED DTC _ _
NO.
REVISION
BY
APPR.
DATE
APPROVED _ _ -
,, . :, 1 4-.1-
s mT C1O OF 13
4-6 ; 57:. ..-> ,p L C& SCANNED NOV • 7 2003 ;.
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