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o POR W-M-1 PO 1/2- S_F_ 114
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24 "x 6' FRAME AND UP _
ANHOLE FRAME AND COVER / PER DRIVING BR29.
B. SEE DRAWING BR29 NOTES: /
12- MA 24 ADJUSTMENT (4" MIN.) 1, STEPS TO BE 3/4' M DEFORMED BAR GALVANIZED SAFETY (6. NOTES...
-F - STEPS OR EQUAL I. STEPS TO BE 3/4" 0DEFORMED BAR GALVANIZED SAFETY
I ONE 2. STEPS ARE TO BE M PLACE BEFORE MANHOLE SECTIONS - 4' MIN. TO STEPS OR EQUAL.
ARE INSTALLED. 12' MAX 2, STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
3. CASTING TO BE PER DRAWING BRZ9. ARE INSTALLED.
RUBBER CASKETED JOINTS iD 3, CASTING 70 BE PER DRAWING BR29.
4, MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
Y IN ACCORDANCE ON ASTM C -tai CONCRETE- : - 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
LJ C. 5. ALL JOINTS 94ALL BE GROUTED, 24" ,a CONCRETE.
Lli STEPS - 3/4' DEFORMED BAR 6. SANITARY SEWER MANHOLES. SHALL HAVE ALL INTERIOR 5. OPENING SHOULD BE ON DOWNSTREAM SIDE..
STEPS SHALL BE INCLUDED SURFACES, INCLUDING ONANNEUNG, COATED (SEALED) 5. ALL JOINTS SHALL BE GROUTED
6 -1 2* WITH A HIGH SOLIDS URETHANE COATING; O ® 7. SANITARY SEWER MANHOLE$ SHALL HAVE ALL INTERIOR
(..) O l^ / CONCRETE RISER BY PIPE INC., WASSER MC- CONSEAL OR APPROVED EQUAL; 12„ O VAT14 ES, INCLUDING CHANNELING, COATED (SEALED)
vJ 7' MIN. OR APPROVED EQUAL. COLOR OF COATING SHALL BE WHITE. iY WA A HIGi. SOLIDS URETHANE COATING;
r J. 'A' ]. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE i WA MC- OONSEaL -- ..:APPROVED EQUAL;
Q 0 WITH ASTM C -443. RUBBER OF COATING SHALL BE WHITE.
Z Q 8. CHANNEL HBGTT SHALL A MINIMUM OF 3/4 THE INSIDE ?' 8. RBBE CASKETED JOINTS SHALL BE IN CONFORMANCE
DIAMETER OF THE LARGEST PIPE. WITH C -443.
1 > 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3 4 THE INSIDE
AX. PIPE SIZE - *E' 9. CONNECTIONS TO MANHOLE SHALL BE. MADE USING GPK 4' Sa' DIAMETER HEIGHT HT LARGEST PIPE. /
Q W IZ QTPI ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL 1z� 10. CONNECTIONS TO MANHOLE SEIALL.BE MADE USING GPK
�y ��L�ADZAL ER -STD. ALUMINUM
Q R VA NIZED STEEL a ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL.
MORTAR
FILLET CONCRETE SHELF 'A' 13• 'C• b' •E' x 4
Q Z W 48' MH 48' 6' MIN. 5 -MW 24' MIN. 21'
1•T RECAST BASE SECTION 54 MN 54' 8 YIN 5.5'MIN. 6.
0 L OR CAST IN SHELF. 60' IM SO' 8' MIN. 6- MN, 42- MIN_ 30" I.D. -t J
-1 6 WIN. (TYP)
CD
QSANITARY MANHOLE TYPICAL DETAIL SANITARY MANHOLE TYPICAL DETAIL SANITARY MANHOLE TYPE B
J NOT TO SCALE ADOPTED RDWm ADOPTED m Rwllwl
Am P[Aew
NWem nr wMR s. s.• a sa x..nn -- PON Isr m1E: u/oa AOs LA m1c urye
mNO Tm Tor mTm xorts on Ac
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sans .wm "PC mrm on •o DWG. -NAME: OR28- SP PAGE,- 8077. �o P m'm RE, I ory -� DWG. NAVE: 6837 SP PAGE: 8072
NSION o� SANITARY MANHOLE TYPICAL DETAIL os SANITARY SEWER MANHOLE
TYPE B SHALLOW
D
o �
N016
o Y W (SEE NOTE 4) LIMITS OF PIPE ZONE 1. PROWDE UNIFORM SUPPORT UNDER BARREL PROPERTY LINE -
® O BACKFlLL MATERIAL
3 (SEE. NOTE 5) 2. HAND TAMS UNDER HAINCTES 2E
L? CONCRETE CLASS C 6' 3. COIPACF BGXN G MATERML M 9SR MAX. M97Y COMPT IMCR OWFR PPE. I � 6' -0"
HAND TAMP
Oar.
IImo�,, o
✓' FUTURE
E-
(SEE NOTE. 8).
1C t: SEE "EXGVATAR AND PREPATIONS OF TRENCH' D TIE ' AND T SEKRS SECTId1 b" BUILDING SEWER PIPE •n BUILDING gWER
F-4 W 0- FOUNDATION LEVEL �y�L OF THE ZONE WLL EC THE ACTNS.FOR MOd S N. E "w' AND 1REHMlG DPTKIIS
WN EXCEPT A
a
NE ZONE 1NL:BE THE ACNAL TISNCH ADiH. Ellt® DR CLASS
BEDONO. 1K MINIMUM CONCRETE WON SHALL BE 1-1/2 't0. 18"
rn \
C . -:.'a -. - i `2 "x 4" STUD SERVICE MARKER PAINT UPPER
1 3. IRENaG BACIDiLL SHALL C(NFTN6A RI'•BAOtRMNC SE'AER TRENCHES' N. ME
(CLASS A DESIGN) SAMrARY SCMIDM WCoON OF THE STANDARD 9 OFICAIHOW, ExMPT. TKAT R=S 1 TEE W TIN fi" SI DE OUTLET > .PORTION WHITE " W WITH S' . ON SIDE
'j OR LUMPS LARGER THAN 1" PER FOOT. OF RPE DIAMETER SHALL NOT BE USED IN THE .- WORDING 'SEWER' WTN S' HIGH BLACK LETTERS.
Do BACDTLL MATERIAL. w AND 96 WIRE WRAPPED AROUND THE STUD AND
6" SIDE RAND BUILDING 5 MFR '
\ 6. SEE ' "BEDDING MATERIAL FOR RGO PPE' N THE AGGREGATES SECDQN OF ME no EXTENDED TO THE 70P OF THE. STUD.
W (SEE NOTE 4) OMITS OF PIPE ZONE STANDARD SPECRGflWS FDR THE MAIFMK 9'ECHKAnMS a
..tea BACK ILL MATERIAL I MA 7. SEE "BEDDING. MATERIAL FOR FTEXHILE PPE" N TIE - AGGREGATES SECTION OF IRONS SADDLE E SECURED APPROVED ER THE QTY, MAKE TAP THROUGH CAST
® �' •C STANOARD SPECRCAna PON TIE'MAIUVAL BPEDF VONS. MEN CONNECTING TING W SIDE SEWERS T WITH TING MSS STEEL BANDS
_O (SEE NOTE 5) WHEN CONNECTING NEWSIOE SEWERS TO EXISTING MAIN.
Q. 8 PIPE MUST BE ANORWO N SUCH A MAKER AS TO ENSURE ROW NNE 5 -
BEDDING MATERIAL MANTANED. 60" ALLOWABLE MA%. - VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, 07 PIPE AND Cl
FOR PoGD PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED.
(SEE NOTE I - FOR CAST W IRON PIPE
_ OR DUCTILE IRON PIPE.'
E FOUNDATION LEVEL ®axGttas Desca - Z
1:3:5 MIX a -� •LNG
DMENSON CLASS A CLASS 8 MASS C CLASS. D MASS F CONCRETE �.} LE .TA _JMLG
4- BLOCKNG
1 (CLASS 8, G D. DESIGN) 4•. NH
j BEDDING FOR RIGID PIPE A 12' A.
ZEao _ _ GCR _2R MIN SLOPE
Y - F- W (SEE NOTE 4) LIMITS OF PIPE ZONE HORIZONTAL
Q I B 1/4 MD. 1/2 MM 1/B Om 2076 as 6" SIDE OUTLET. TEE
1' -0" C 3 /4.O.D. I/2 D.D. 1/B am O.D. - 6" MIN. C - SEWER MAIN
SEWER MAIN
CONCRETE BLOCKING ANGLE
O BEDDING MATERIAL • A - 4" M. Zr I.D. AND UNDER OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
M FOR FLEXIBLE PIPE a B" rwa. DWFR 2Y I.D. ELEVATION STANDARD SIDE SEWER INSTALLATION
II (SEE NOTE 7) PIPE BEDDING FOR SANITARY SEWER (SEWER MAIN TO PROPRIM LINE)
FOUNDATION LEVEL ADOPTED NOTE: Y ADOPTED
2 B p O CITY of oRrlao UNLESS OTHERWISE SHOWN ON PLAN. SIDE SEWER SHALL HAVE A MINIMUM. 25' COVER AT PROPERTY a GTrY or RMFRN
c M MAMmRO INUNII LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION. WHICHEVER. IS LOWER. M "MARD PLANS
y.. (CLASS F DESIGN) P 4 1sT ma: A/N7 P • w OAM u/90
yW
M BEDDING FOR FLEXIBLE PIPE - - -- pW�; NAME: BWiBC SP PAGE: 8077 DWG. NAME: BR39 SP PAGE: 8078
z
o o 0 oa PIPE BEDDING FOR SANITARY SEWER of STANDARD SIDE SEWER INSTALLATION
- (SEWER MAIN TO PROPERTY LINE)
11 1 NEW MANHOLE PER
j STANDARDS
z
0
V)
of
w
CUT OUT EXIST. PIPE, MAKE
SMOOTH INVERT & CHANNEL
AFTER NEW LINE IS
ACCEPTED.
8° MINIMUM
PVC x CONC. MANHOLE
ADAPTER (PVC PIPE ONLY)
ON- SHRINK GROUT
-'- EXISTING SEWER
CAST IN -PLACE CHANNEL &
SHELF
MANHOLE BASE FOR CONNECTION TO EX. SEWER
COUPLING
(TYP.)
A�
8" SIDE
SEWER
TO
8 "x2" WYE 8 "x2" WYE 8 "x2" WYE
AH #i
(TYP.) I
2" POLY
(TYP.)
6" SANITARI
SEWER C/O
8" PVC
PLUG
A Mia�
PLAN VIEW
6" SANITARY
2" PVC 45" SEWER C/O
BEND (TYP.)
2" POLY
45 4Y (TYP.)
8" PVC SEWER MAIN
SECTION A -A
slot SIDE SEWER FORCEMAIN CONNECTION DETAIL
390 ............. . ............ .......... ..._....................... ..._......
.......... ... ........_..............
RIM =410 2 ;G SSCO 3 RIM =411.8
GRADE ALONG PIPE
EXISTING & FINAL
IE 400.5
RIM -410.2
EE 403.3
GRADE ALONG PIPE
SSMH 3
_
RIM= 383.62
.._....... - ......... .... ........
...
E= 37&:72, 8
((8"
..
LR
IE= 376.62, N)
380.....
8 SS S 7.77%
8 WM
- :
........... ..... ... .... '.... ......... .......,......... .. .........
Q....... ... .'.. ..............
PROFILE - :LOT 14/15
TO £X:- HOUSE...__.. ,
SERVICE LINE
SEWER
lF 6,. SIDE
323
2007. (N IN)
400:.. SLOPE... =..
PROFILE - LOT 20 SIDE SEWER
398
+80
399
+40
400
+00
SSCO 2 EXISTING & FINAL SSCO 4
IE 408:00
RIM =410 2 ;G SSCO 3 RIM =411.8
GRADE ALONG PIPE
IE 400.5
RIM -410.2
EE 403.3
IE =405 42
;
410' ... .................... ........
.._....... - ......... .... ........
.................
_
..
'
EX, 12" Sb
8 WM
- :
CONNECT
_
TO £X:- HOUSE...__.. ,
SERVICE LINE
SEWER
lF 6,. SIDE
323
2007. (N IN)
400:.. SLOPE... =..
PROFILE - LOT 20 SIDE SEWER
ROLL 207 FR R 31 64
Tq i T�
RECOMMENDED FOR APPR V
By: Vteftj/ rjAt Date: 9'glS
By: Dote:
By: Dote:
By: Date:
C) 5 - 332bo4
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DATE 08/21/2006
JOB NO. 147 -012 -05
DWG NO.
17 OF 21
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