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FIGURE 1
NOTE. FOR CONVEX VERTICAL BENDS Bt O(XING
SEE APWA STANDARD PLAN NO 73
emotion rn the vet t+ereew eeno ens pool send end C•O.e1 cementoe rrtn *or 4 000 COxCYS_ BLDCMG am= r
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AT to 1 t'el7' DCV OR
3/6/95 CORRECTED CotuMN NEADNCS Dry AG
DWG. NAME: BR26 SP PAGE: BOeS
os
CONCRETE BLOCKING SIZING PROCEDURE
A ?N YEW A
ELAN SECe 17", To 23 Not Re 5E, W.M. _e-< NY VAl VE BOX l ID WITH EARS
IN DIRECTION OF WATER �- 20 SQUARE 38 MIN
N.
MAIN AN[) WORD "WATER" OPERA TING NUT WIDTH
CAST INTO IT
WHITE POST
r SLt l* TAIL
62"
4-1/4" DIA
1/8 MIN THICKNESS
. ' 24
�- 2 PIECE CAST IRON VALVE
I) BOX, RICH - SEATTLE TYPE „
OR OLYMPIC FOUNDARY 1 STEEL
II LENGTH AS REQUIRED
�y 1/8" MIN THICKNESS YAL�MARKER?Qa1
2-1/4" INSIDE MEASUREMENT
2 -1/4" DEPTH
YAL\T- OPERATi_HCs__NUT
�1�N A -A EX ?EN !2N
AYE eATIDb[_NLjr_U?Ly jQN_KQIL �d
YaLY�ARKER NOTES:
EXTENSIONS ARF REOUIRrn WHEN VAL VE NUT VAL VF MARKERS SHAH OF EQUAL TO
IS MORF THAN THREE (3) FEET BELOW FINISHED CARSONITE UTILITY MARKER
GRADE. EXTENSIONS ARF TO BE A MININMtIM OF
ONE (1) FOOL LONG. ONLY ONF EXTENSION TO VAL VE MARKER POST TO BE USED FOR At L. T&VI OEMATOG NUT IIT=1110N
8E USED PER VALVE MAIN LINE VALVES OUTSIDE PAVED AREAS AE11JD OAM P08T
NOTE: All EXTENSIONS ARE TO BF MADE OF ADO>ETW
STFFI.. SIZED AS NOTED, AND PAINTED WITH ♦�� I♦ ciff or a■s�t
TWO COATS OF ME TAI PAINT.
11! t>A/II�
12/66 mob- led t• n•nT ottr pot
a/leiw aad ISM 0cv Ae
DM. NAPE: OR" SP PAGE: 8000
o• VALVE OPERATING NUT EXTENSION
AND VALVE MARKER POST
6'
12' MAX.
T24 •
T
7' MIN
6• -t /2
1A'
12, ( TYP)
MANHOLE FRAME AND COVER
SEE DRAWING BR29 NOTES:
- AD,IUSTMFNT (4" MIN) 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL
- CONF 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
-- - RUBBER GASKE TED JOIN 1S 3 CASTING TO BE PER DRAWING BR29.
IN ACCORDANCE WITH A5T1►fl C -443 4 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRE TE.
5. ALL JOINTS SHALE BE GROUTED.
STEPS - 3/4" DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE All INTERIOR
" STEPS SHALL BE INCLUDED SURFACES. INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
CONCRETE RISER BY PIPE INC , WASSER MC- CONSEAIL OR APPROVED EOUAI ;
OR APPROVED EQUAL. CULOR Of COATING SHALL BE WF11 TE.
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.
MAX PIPE SIZE - rE' 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR. KOR -N -SEAL. BOOTS OR APPROVED EQUAL
ADDER-STD. ALUMINUM
OR GALVANIZED STEEL
MORTAR
F ILL.E r . /'- CONCRETE SHELF
1X PRECAST BASE SECTION
1 _ OR CAST IN SHELF.
1_ - --
•B, -
6" MIN (TYP)
•A. .B. - .C. .D. .Er
F MH 48' _ 6" MIN. 5'MIN 24" MIN 21 I.D.
MH 54' 8 MIN. 5.5' MIN. 24" MIN 24" I.D.
" MH 60• 8" MIN. 6" MIN 42" MIN -LO" I.D.
SANITARY MANHOLE TYPICAL DETAIL
��� ��' ��'
NOT TO SCALE _ ADOPM
am •
rIr1�1� Ate
6/12/07 12D TO OVVER 4e'. 54' ! OO• MANHOLES !r IV"
10 17 TEXT V AG 3 /e� NO EDIT TEXT OCV A OTC. NAME. 81111124 SP PAGE■ 9071
Aor SANITARY MANHOLE TYPICAL DETAIL
NOTES:
W (SEE NOTE 4) LIMITS OF PIPE ZONE 1 PROVIDE UNIFORM SUPPORT UNDER BARREL
E�ACKFILL MAZE RIAI
(SEE NOTE 5) PROF
�ERTY LINE
- -� 2 NAND TAMP UNDER HAUNCHES. - -
6" Z
CONCRETE CLASS C 3 COMPACT BEDDING MATERIAL TO 95% MAX DENSITY EXCEPT DIRECTLY OVER PIPE TEMPORARY 2 GALVANIZED PIPE
NAND TAMP ONI Y 6'- Q _
(SEE NOTE 8) � FUTURE AND 2e GATE VALVE
4 SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION 6t■ BUILDING SEWER PIPE St SEWER
FOUNDATION t EVFt OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. FINISHED GRADE ELEVATION
--
THE PIPE 200E Nall BE THE ACTUAL TRENCH MAOTH, EXCEPT FOR CLASS A -- - -- - - - - -- -
-1 8
BEDDING THE MINIMUM CONCRETE WIDTH SHALL BE 1-112 I D. 4 18**. - -, /\ \\ \\ `
(CLASS A DESIGN) S TRENCH BACKFILE SHAH CONFORM 10 BACKFILLING SEWER TRENC►�fS" IN THE 2 x 4•' STUD SERVICE MARKER PAINT UPPER f�% /�� \ �• � / -
TEE WITH 6" SIDE OUTLET `' PORTION WHITE ANS STENCIL ON SIDE INSTALL 2 PLUG ON TOP BLIND FLANGE
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS AFTER REMOVAL OF POLYPIC
OR LUMPS LARGER THAN 1' PER FOOT OF PIPE DIAMETER SHAH NOT Of USED w r►,E a WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. J FT MIN. COVER 10 -INCH DIAMETER AND UNDER
BACKFILE MATERIAL
4, AND K6 WIRE WRAPPED AROUND THL STUD AND ( )
W (SEE NOTE 4) - LIMITS OF PIPE ZONE 6 SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE SIDE SEWER 'NQ J�OILDINC - SEW AR 91 EXTENDED TO THE TOP OF THE STUD. 4 FT MIN. COVER (12 -INCH DIAMETER OVER) )
ER)
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS Q
BACKFILL MATE-RIAI -� UNt FSS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
7. SEE " BEDpNG MATERIAL FOR FIEXIeIE PIPE" IN THE AGGREGATES SECTION OF' e
(SEE 001E 5) - -- 6' STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. a
BEDDING MATERIAL 8 PIPE MUST ESE ANCHORED MV SUCH A MANER AS TO ENSURE FLOW LINE IS � •
FOR RIGID PIPE MAIN [AWED VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Ct NEW WATER MAIN POLYPIG /t
60" ALLOWABLE MAX PIPE SEWER MAINS ARE TO BE CORE DRILLED A r
(SEE NOTE 6) -
FOR CAST IRON PIPE
FOUNDATION LEVFI B
-1
(CLASS B. C. D. DESIGN)
BEDDING FUR kiGlU FJIPL
r- ____ .1 .1
W (SEE NOTE 4) -- LIMITS OF PIPE ZONE
BF DOING CLASS DESIGN
DIMENSION
CLASS A
CLASS O
CLASS C
CLASS D
CLASS F
A
4" MIN
1/4 1D.
12" MAX
•
•
ZERO
•
8
1/4 0 D.
1 /? O.D.
1/8 00.
ZERO
U.D.
C
,t /4 O D
1/7 O D.
1/8 O U.
00
-
m
_0
0
>
ADDER-STD. ALUMINUM
OR GALVANIZED STEEL
MORTAR
F ILL.E r . /'- CONCRETE SHELF
1X PRECAST BASE SECTION
1 _ OR CAST IN SHELF.
1_ - --
•B, -
6" MIN (TYP)
•A. .B. - .C. .D. .Er
F MH 48' _ 6" MIN. 5'MIN 24" MIN 21 I.D.
MH 54' 8 MIN. 5.5' MIN. 24" MIN 24" I.D.
" MH 60• 8" MIN. 6" MIN 42" MIN -LO" I.D.
SANITARY MANHOLE TYPICAL DETAIL
��� ��' ��'
NOT TO SCALE _ ADOPM
am •
rIr1�1� Ate
6/12/07 12D TO OVVER 4e'. 54' ! OO• MANHOLES !r IV"
10 17 TEXT V AG 3 /e� NO EDIT TEXT OCV A OTC. NAME. 81111124 SP PAGE■ 9071
Aor SANITARY MANHOLE TYPICAL DETAIL
NOTES:
W (SEE NOTE 4) LIMITS OF PIPE ZONE 1 PROVIDE UNIFORM SUPPORT UNDER BARREL
E�ACKFILL MAZE RIAI
(SEE NOTE 5) PROF
�ERTY LINE
- -� 2 NAND TAMP UNDER HAUNCHES. - -
6" Z
CONCRETE CLASS C 3 COMPACT BEDDING MATERIAL TO 95% MAX DENSITY EXCEPT DIRECTLY OVER PIPE TEMPORARY 2 GALVANIZED PIPE
NAND TAMP ONI Y 6'- Q _
(SEE NOTE 8) � FUTURE AND 2e GATE VALVE
4 SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION 6t■ BUILDING SEWER PIPE St SEWER
FOUNDATION t EVFt OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. FINISHED GRADE ELEVATION
--
THE PIPE 200E Nall BE THE ACTUAL TRENCH MAOTH, EXCEPT FOR CLASS A -- - -- - - - - -- -
-1 8
BEDDING THE MINIMUM CONCRETE WIDTH SHALL BE 1-112 I D. 4 18**. - -, /\ \\ \\ `
(CLASS A DESIGN) S TRENCH BACKFILE SHAH CONFORM 10 BACKFILLING SEWER TRENC►�fS" IN THE 2 x 4•' STUD SERVICE MARKER PAINT UPPER f�% /�� \ �• � / -
TEE WITH 6" SIDE OUTLET `' PORTION WHITE ANS STENCIL ON SIDE INSTALL 2 PLUG ON TOP BLIND FLANGE
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS AFTER REMOVAL OF POLYPIC
OR LUMPS LARGER THAN 1' PER FOOT OF PIPE DIAMETER SHAH NOT Of USED w r►,E a WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. J FT MIN. COVER 10 -INCH DIAMETER AND UNDER
BACKFILE MATERIAL
4, AND K6 WIRE WRAPPED AROUND THL STUD AND ( )
W (SEE NOTE 4) - LIMITS OF PIPE ZONE 6 SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE SIDE SEWER 'NQ J�OILDINC - SEW AR 91 EXTENDED TO THE TOP OF THE STUD. 4 FT MIN. COVER (12 -INCH DIAMETER OVER) )
ER)
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS Q
BACKFILL MATE-RIAI -� UNt FSS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
7. SEE " BEDpNG MATERIAL FOR FIEXIeIE PIPE" IN THE AGGREGATES SECTION OF' e
(SEE 001E 5) - -- 6' STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. a
BEDDING MATERIAL 8 PIPE MUST ESE ANCHORED MV SUCH A MANER AS TO ENSURE FLOW LINE IS � •
FOR RIGID PIPE MAIN [AWED VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Ct NEW WATER MAIN POLYPIG /t
60" ALLOWABLE MAX PIPE SEWER MAINS ARE TO BE CORE DRILLED A r
(SEE NOTE 6) -
FOR CAST IRON PIPE
FOUNDATION LEVFI B
-1
(CLASS B. C. D. DESIGN)
BEDDING FUR kiGlU FJIPL
r- ____ .1 .1
W (SEE NOTE 4) -- LIMITS OF PIPE ZONE
BF DOING CLASS DESIGN
DIMENSION
CLASS A
CLASS O
CLASS C
CLASS D
CLASS F
A
4" MIN
1/4 1D.
12" MAX
•
SANITARY MANHOLE TYPICAL DETAIL
��� ��' ��'
NOT TO SCALE _ ADOPM
am •
rIr1�1� Ate
6/12/07 12D TO OVVER 4e'. 54' ! OO• MANHOLES !r IV"
10 17 TEXT V AG 3 /e� NO EDIT TEXT OCV A OTC. NAME. 81111124 SP PAGE■ 9071
Aor SANITARY MANHOLE TYPICAL DETAIL
NOTES:
W (SEE NOTE 4) LIMITS OF PIPE ZONE 1 PROVIDE UNIFORM SUPPORT UNDER BARREL
E�ACKFILL MAZE RIAI
(SEE NOTE 5) PROF
�ERTY LINE
- -� 2 NAND TAMP UNDER HAUNCHES. - -
6" Z
CONCRETE CLASS C 3 COMPACT BEDDING MATERIAL TO 95% MAX DENSITY EXCEPT DIRECTLY OVER PIPE TEMPORARY 2 GALVANIZED PIPE
NAND TAMP ONI Y 6'- Q _
(SEE NOTE 8) � FUTURE AND 2e GATE VALVE
4 SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION 6t■ BUILDING SEWER PIPE St SEWER
FOUNDATION t EVFt OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. FINISHED GRADE ELEVATION
--
THE PIPE 200E Nall BE THE ACTUAL TRENCH MAOTH, EXCEPT FOR CLASS A -- - -- - - - - -- -
-1 8
BEDDING THE MINIMUM CONCRETE WIDTH SHALL BE 1-112 I D. 4 18**. - -, /\ \\ \\ `
(CLASS A DESIGN) S TRENCH BACKFILE SHAH CONFORM 10 BACKFILLING SEWER TRENC►�fS" IN THE 2 x 4•' STUD SERVICE MARKER PAINT UPPER f�% /�� \ �• � / -
TEE WITH 6" SIDE OUTLET `' PORTION WHITE ANS STENCIL ON SIDE INSTALL 2 PLUG ON TOP BLIND FLANGE
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS AFTER REMOVAL OF POLYPIC
OR LUMPS LARGER THAN 1' PER FOOT OF PIPE DIAMETER SHAH NOT Of USED w r►,E a WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. J FT MIN. COVER 10 -INCH DIAMETER AND UNDER
BACKFILE MATERIAL
4, AND K6 WIRE WRAPPED AROUND THL STUD AND ( )
W (SEE NOTE 4) - LIMITS OF PIPE ZONE 6 SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE SIDE SEWER 'NQ J�OILDINC - SEW AR 91 EXTENDED TO THE TOP OF THE STUD. 4 FT MIN. COVER (12 -INCH DIAMETER OVER) )
ER)
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS Q
BACKFILL MATE-RIAI -� UNt FSS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
7. SEE " BEDpNG MATERIAL FOR FIEXIeIE PIPE" IN THE AGGREGATES SECTION OF' e
(SEE 001E 5) - -- 6' STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. a
BEDDING MATERIAL 8 PIPE MUST ESE ANCHORED MV SUCH A MANER AS TO ENSURE FLOW LINE IS � •
FOR RIGID PIPE MAIN [AWED VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Ct NEW WATER MAIN POLYPIG /t
60" ALLOWABLE MAX PIPE SEWER MAINS ARE TO BE CORE DRILLED A r
(SEE NOTE 6) -
FOR CAST IRON PIPE
FOUNDATION LEVFI B
-1
(CLASS B. C. D. DESIGN)
BEDDING FUR kiGlU FJIPL
r- ____ .1 .1
W (SEE NOTE 4) -- LIMITS OF PIPE ZONE
�� ,t • A
OR DUCTILE IRON PIPE. - -
SNOo`t, •
1:3:5 MIX
CONCRETE
BLOCKING VERTICAL CROSS FOR POLYPIGGING STATION:
LL�N 2X MIN SLOPE SIZE OF VERTICAL CROSS SHAH BE THE SAME AS SIZE OF MAIN LINE
` -- VERTICAL CROSS (MJ X FL)
HORIZONTAL ONE BLIND FLANGE ON TOP OF CROSS WITH 2• TAP & 2• TEMPORARY BLOW -OFF ASSEMBLY
6" SIDE OUTLET TEE / (REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMuvAt OF CLEANING "POLY -PIG)
`-SEWER MAIN L
6" MIN. SEWER MAIN ONE BLIND FLANGE ON BOTTOM OF CROSS
ONE PLUG (MA ON END OF CROSS
EjFDDING MATERIAL CQ RETE BLQ INQ�ANQU CONCRETE BLOCKING
FOR FLEXIBI E PIPE I A 4" MIN 27" I.O. AND UNDER ALL DEHRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE
(SEE NOTE 7) B s" MIN OVER 27" LD.
OF TEE AT MAIN DYER_ TYPICAL_ SIDE SEWER ELE_VATI N
DISINFECTION Of NEW WATER MAIN
STANDARD MDR BMW DWAILTE011I IEATDt ILAIN POLYPIGG01fi STATION
PIP! 1 DDDIIG FOR SANITAiiY S�iR ELEYATL4IY (EI n mm TO PROPERTY IA!) P
R!'ICAL CE100� Oit POPOLYPIGGING F OUNDATION LEVEI ADOPTED NOTE Y!
:
♦I/ �♦ mfr UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY cuy or ADORZD
U !h
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER 15 LOWER. ♦' �♦ ♦ � I♦
�lY>• am /!✓1�1� Alan tlin�� Rtt11•
(CLASS F DESIGN) t� a� 4/07 I�t v!! tA/rs >w�
• 7 h + OT
BEDDING, ION FLEXIBI L PIPE 2 21 21 Retneed note) 4.5. )!
RMSM B Added note a KJ 04/04 10h7 felted note OCV AG
tIYMG. NAME: BMI18C SP PAGE: 8077 DWG. NAME: BR39 SP PAGE: 8076 dMG_ wAUE� aaYS sp PArx• a t > a
I F1AAT1r I
LEVEL PADS (15)
3 /4 -X 2 1/4-X 11/01-
BF DOING CLASS DESIGN
DIMENSION
CLASS A
CLASS O
CLASS C
CLASS D
CLASS F
A
4" MIN
1/4 1D.
12" MAX
•
•
ZERO
•
8
1/4 0 D.
1 /? O.D.
1/8 00.
ZERO
U.D.
C
,t /4 O D
1/7 O D.
1/8 O U.
00
-
�� ,t • A
OR DUCTILE IRON PIPE. - -
SNOo`t, •
1:3:5 MIX
CONCRETE
BLOCKING VERTICAL CROSS FOR POLYPIGGING STATION:
LL�N 2X MIN SLOPE SIZE OF VERTICAL CROSS SHAH BE THE SAME AS SIZE OF MAIN LINE
` -- VERTICAL CROSS (MJ X FL)
HORIZONTAL ONE BLIND FLANGE ON TOP OF CROSS WITH 2• TAP & 2• TEMPORARY BLOW -OFF ASSEMBLY
6" SIDE OUTLET TEE / (REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMuvAt OF CLEANING "POLY -PIG)
`-SEWER MAIN L
6" MIN. SEWER MAIN ONE BLIND FLANGE ON BOTTOM OF CROSS
ONE PLUG (MA ON END OF CROSS
EjFDDING MATERIAL CQ RETE BLQ INQ�ANQU CONCRETE BLOCKING
FOR FLEXIBI E PIPE I A 4" MIN 27" I.O. AND UNDER ALL DEHRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE
(SEE NOTE 7) B s" MIN OVER 27" LD.
OF TEE AT MAIN DYER_ TYPICAL_ SIDE SEWER ELE_VATI N
DISINFECTION Of NEW WATER MAIN
STANDARD MDR BMW DWAILTE011I IEATDt ILAIN POLYPIGG01fi STATION
PIP! 1 DDDIIG FOR SANITAiiY S�iR ELEYATL4IY (EI n mm TO PROPERTY IA!) P
R!'ICAL CE100� Oit POPOLYPIGGING F OUNDATION LEVEI ADOPTED NOTE Y!
:
♦I/ �♦ mfr UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY cuy or ADORZD
U !h
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER 15 LOWER. ♦' �♦ ♦ � I♦
�lY>• am /!✓1�1� Alan tlin�� Rtt11•
(CLASS F DESIGN) t� a� 4/07 I�t v!! tA/rs >w�
• 7 h + OT
BEDDING, ION FLEXIBI L PIPE 2 21 21 Retneed note) 4.5. )!
RMSM B Added note a KJ 04/04 10h7 felted note OCV AG
tIYMG. NAME: BMI18C SP PAGE: 8077 DWG. NAME: BR39 SP PAGE: 8076 dMG_ wAUE� aaYS sp PArx• a t > a
I F1AAT1r I
LEVEL PADS (15)
3 /4 -X 2 1/4-X 11/01-
u
EjFDDING MATERIAL CQ RETE BLQ INQ�ANQU CONCRETE BLOCKING
FOR FLEXIBI E PIPE I A 4" MIN 27" I.O. AND UNDER ALL DEHRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE
(SEE NOTE 7) B s" MIN OVER 27" LD.
OF TEE AT MAIN DYER_ TYPICAL_ SIDE SEWER ELE_VATI N
DISINFECTION Of NEW WATER MAIN
STANDARD MDR BMW DWAILTE011I IEATDt ILAIN POLYPIGG01fi STATION
PIP! 1 DDDIIG FOR SANITAiiY S�iR ELEYATL4IY (EI n mm TO PROPERTY IA!) P
R!'ICAL CE100� Oit POPOLYPIGGING F OUNDATION LEVEI ADOPTED NOTE Y!
:
♦I/ �♦ mfr UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY cuy or ADORZD
U !h
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER 15 LOWER. ♦' �♦ ♦ � I♦
�lY>• am /!✓1�1� Alan tlin�� Rtt11•
(CLASS F DESIGN) t� a� 4/07 I�t v!! tA/rs >w�
• 7 h + OT
BEDDING, ION FLEXIBI L PIPE 2 21 21 Retneed note) 4.5. )!
RMSM B Added note a KJ 04/04 10h7 felted note OCV AG
tIYMG. NAME: BMI18C SP PAGE: 8077 DWG. NAME: BR39 SP PAGE: 8076 dMG_ wAUE� aaYS sp PArx• a t > a
I F1AAT1r I
LEVEL PADS (15)
3 /4 -X 2 1/4-X 11/01-
rirt rstuulN(a FUR SANITARY SEWER
.CE ENT CON CURB ,
E TE
GU TIER
BASIN
L- E;XMVIXD CURB
Ly
GUTTER
CATCH BASIN WALL
LATR"D CURB
AWAX WATSR U IM
CAT(Z LEI FRAI0 t MATT WrAU
(ter 2 or B)
ADOPM
♦ � ♦ war wr
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DWG. NAME: 814 -18A SP PAGE: 8020.2
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STANDARD SIDE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
4a� a Sp
As
'1 ?o
5 S�
6" OR 12"
ONE #3 BAR HOOP
FOR 6" TWO #3 BAR
HOOPS FOR 12"
RECTANGULAR ADJUSTMENT SECTION
#3 BAR EACH
CORNER 18"
MIN.
#3 BAR HOOP
CO)
S- 32702
ROLL200
WATER MAIN POLYPIGGING STATION
VERTICAL CROSS FOR POLYPIGGING
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL INSIDE
DIAMETER
REINFORCED OR 21.
PLAIN CONCRETE
ALL METAL PIPE 15"
CPSSP 4(STD. SPEC. 12"
9 -05.20
SOLID WALL PVC (STD. 15"
SPEC. 9-05.12(l))
PROFILE WALL PVC (STD.
150
SPEC. 9- 05.12(2))
*CORRUGATED POLYETHYLENE
STORM SEWER PIPE
CATCH BASIN TYPE 1
FR084
NOTES:
1. AS AN ACCEPTABLE ALTERNATE TO REBAR, WIRE
MESH HAVING A MINIMUM AREA OF 0.12 SQUARE
INCHES PER FOOT MAY BE USED. WIRE MESH SHALL
NOT BE PLACED IN KNOCKOUTS.
2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER
THAN 20 ". KNOCKOUTS SHALL HAVE A WALL
THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM.
PROVIDE A 1.5" MINIMUM GAP BETWEEN THE
KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE.
AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH
JOINT MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9 -04.3.
3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO
THE PIPE INVERT SHALL BE 5'.
4. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE
DOWN OR CAST INTO ADJUSTMENT SECTION.
5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED
FLOOR AND THE WALLS MAY BE SLOPED AT A RATE
OF 1:24 OR STEEPER.
6. OPENING SHALL BE MEASURED AT THE TOP OF THE
PRECAST BASE SECTION.
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STANDARD SIDE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
4a� a Sp
As
'1 ?o
5 S�
6" OR 12"
ONE #3 BAR HOOP
FOR 6" TWO #3 BAR
HOOPS FOR 12"
RECTANGULAR ADJUSTMENT SECTION
#3 BAR EACH
CORNER 18"
MIN.
#3 BAR HOOP
CO)
S- 32702
ROLL200
WATER MAIN POLYPIGGING STATION
VERTICAL CROSS FOR POLYPIGGING
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL INSIDE
DIAMETER
REINFORCED OR 21.
PLAIN CONCRETE
ALL METAL PIPE 15"
CPSSP 4(STD. SPEC. 12"
9 -05.20
SOLID WALL PVC (STD. 15"
SPEC. 9-05.12(l))
PROFILE WALL PVC (STD.
150
SPEC. 9- 05.12(2))
*CORRUGATED POLYETHYLENE
STORM SEWER PIPE
CATCH BASIN TYPE 1
FR084
NOTES:
1. AS AN ACCEPTABLE ALTERNATE TO REBAR, WIRE
MESH HAVING A MINIMUM AREA OF 0.12 SQUARE
INCHES PER FOOT MAY BE USED. WIRE MESH SHALL
NOT BE PLACED IN KNOCKOUTS.
2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER
THAN 20 ". KNOCKOUTS SHALL HAVE A WALL
THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM.
PROVIDE A 1.5" MINIMUM GAP BETWEEN THE
KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE.
AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH
JOINT MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9 -04.3.
3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO
THE PIPE INVERT SHALL BE 5'.
4. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE
DOWN OR CAST INTO ADJUSTMENT SECTION.
5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED
FLOOR AND THE WALLS MAY BE SLOPED AT A RATE
OF 1:24 OR STEEPER.
6. OPENING SHALL BE MEASURED AT THE TOP OF THE
PRECAST BASE SECTION.
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STORM SEWER PIPE
CATCH BASIN TYPE 1
FR084
NOTES:
1. AS AN ACCEPTABLE ALTERNATE TO REBAR, WIRE
MESH HAVING A MINIMUM AREA OF 0.12 SQUARE
INCHES PER FOOT MAY BE USED. WIRE MESH SHALL
NOT BE PLACED IN KNOCKOUTS.
2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER
THAN 20 ". KNOCKOUTS SHALL HAVE A WALL
THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM.
PROVIDE A 1.5" MINIMUM GAP BETWEEN THE
KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE.
AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH
JOINT MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9 -04.3.
3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO
THE PIPE INVERT SHALL BE 5'.
4. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE
DOWN OR CAST INTO ADJUSTMENT SECTION.
5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED
FLOOR AND THE WALLS MAY BE SLOPED AT A RATE
OF 1:24 OR STEEPER.
6. OPENING SHALL BE MEASURED AT THE TOP OF THE
PRECAST BASE SECTION.
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