HomeMy WebLinkAboutWWP2703620.5r
SANITARY SEWER PROFILE El/2 SEC. 10T. 23 N. R. S E., W.M.
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6" SWILN G SE WR 'PIPE
Y•d 6" Odd RILE
1 15 MIX.
CONCRETE
BLOCKING
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L F WRAPMO AROUND. THE TI) .A'ND'
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2975 CA APP°RCACD i=OJAIL,
` SPI`CI' `SEAR I LiC;
E>` STD. PLAN $03A FUR
INSTALLATION)
ACCEPTABLE PRWEOURES FOR S L SCWER OONNIClS TO MAIN
UNESARE .AS PN10WS.
A, %' DIED CUY Lcib* - WT 'N A NEW TEE IJ'SANG FLEXILE
CIO PL N€ - (meNco OR APPROVED F AL)
S. CC'NCRETTE MAII+I . ".RE- LLED WTH A RflU C SADDLE (013
APPROdrO CQVA
C: PVC IAA94 _._ C&RE...CA&LED TH A. ROMAC .MLF (C A-"m OVED
f,:QUAL',) ( t0l Ida &s EIN E U_9 � RId a .I I I $,
D] D CTILE PR- iki MAIN - d DRE-DfdU,E0 °AITH A RCA Ar' SA{aq&.E (t)0
APPROVED EQUAL)
F. MANHOLE C! NCTWN a ALL CONNECROWS TO MA HOi,FS SMIAL .. BE
AT MAffVF'AGT Ir K ITCK-GUTS OIL ]H
STR 'CTLRE SHALL. 8E C ;E - DRILLED-
6&' ALLOWAI,E MAX..
FOR CAST IFS PIPE,
OR W €I. !ROIN PIPE,
" S" SIDE OOTI ET E
is" mlN. , MAIN
OF TEE AT FAIN OVER 25
t
UNIXSS 071,iERWISE SHOWN ON PAIN, SIDE SF`;' R SHALL HA% --
A MINIMUM 2. COVER AT PROPERTY LINE OR 3-5` LOWEF
THAN THE LO _T HOUSE ELEVATION, 'WC: -II VER IS LOWER:
2 MlN L E
HORIZONTAL
R MA, IN
TYPICAL SIDE :2E' E¢ r.l..E VAT(.' j
STANDARD SIDE SEWER
PUBLIC WORKS
INSTALLATION
I
r DEPARrMENT (SEWER MAIN TO PROPERTY I_INE)
SM. PLAN 4081
SEPTEMBER tot I
6+50
10 ,
NOT TO SCALE
7+00
7+ 50
MANHOLE FRAME AND COVER
SEE STD. PLAN 401
ADJUSTMENT RINGS (2" MIN.)
SEE NOTE 6
MORTAR' JOINT(S) (3/8" MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C--443
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
LADDER --POLYPROPYLENE
`-HALL BE ATTACHED TO MANHOLE
MAX. PIPE SIZE
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF,
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24 MIN.
21„ LID.
54" HH_
54"
8" MIN.
5.5" MIN.
24" MIN.
24" I.D.
60" �iH
60"
S" MIN.
B> MIN.
42" MIN.
30" I.D.
NO;
1. STEPS TO 8E POLYPROPYLENE SAFETY STEPS.:
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED:
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST OONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL 8E ACCOMPLISHED WITH A COMBINATION OF
ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BACKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED,
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR' SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A NIGH SOLIDS VI�F'THANE COATING, WASSER MC-AROSHIELD OR
PP A ROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
9- CHAN
NEL HEIGHT SHALL I BE A MINIMUM OF F 3/4 O THE INSIDE DIAMETER 4F THE LARGEST PIPE.
10, CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR
APPROVED EQUAL.
11. IN UNIMPROVED AREAS. MANHOLES SHALL EXTEND A MINIMUM { F 6" AND A MAXIMUM OF 12"
ABOVE FINISHER GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE' RINGS' POURED AT GRADE.
IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
Y
,11 � + STD, PLAN -- 400.1
PUBLIC WORDS S�T"AhNDARD SANITARY IVfN►�ill 40Llfr --
W + DEPARTMENT
71�( SEPTEMBER 2011
8+50
ADJUSTMENT RINGS (2" Ml,,
MANHOLE FRAME AND OVER
,DER f.IR,AWI >G 401,
SEE NOTE 6
MORTAR J01`4 ,S) (/ 8" WIN..),--__
S NOTE OTE .. 5
- 4 MIN. T°
2>, MAX,
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1, STEPTO BE POLYPROPYLENE _ETY STEPS.
2. STEPS ARE TO 3E IN. PLA,LE E MANHOLE - _TI::" rE I `:TALLER:
1 CASTING SHALL HE PER STD, L, .i'1 4- 1.
4, MANHOLE SECTIONS TO BE OF REINFC'PCE'. FRECAST CONCRETE.
u. ALL J011I TS' BETWEEN THE CONE. MISER R NGS, BRICKS AN CASTING SHALL BE b: ROJ'TE:
I? A;: �I:�TI ENT OF THE T,F GRADE
; Hr"<LL FTE ACCOM LI aHEC WITH I .4
OMRINATIU.N OF l 1L'NT RINGS, 8RCKS AND ;MORTAR �t. BR,CKS SHALL
ICE TAGGERE( T-;EA.TE ARI:Ie"IPk P�` NCt : ",'2 i 0
THE USE OF SHII/.., IS PIP HIRITED.
7, SANITARY .EWER MANHOLES ::HALL HAVE :ALL INTERIOR SURFACES, INCLUDING CHA^oNELI°Nti:,.
GATED SE°=.LED` "WITH A HI' � H SOLIDS RETHANE COATING-, iGASSER
,�..,r HIELJ OR , i R,-- EC� E LJAL1. COLOR OF C-CATING, SHALL BE +HITE..
?, Fc°J88ER GASKETE ,INTS SHALL
CONFORMANCE 'NTH ASTM r°-443,
9 CHANNEL HEIGHT SHALL BE A MIN1M"LIM OF 3,r<°4, THE INSIDE DIAMETER OF THE LARGI.ST PIPE-
10. CONNECT`IONS T5: M'ANH:>LE SHALL BE MADE USft,3, G"'K ADA TCRl If,3R-"d- SEAL
BOCTS OR AP-PPICNED EQUAL.
11, IN UNIMPROVED AREAS, MANHOLES SHALL FXTEN.- A. VINI -+LJ'J OF G" AND 4" MAxl"IUM -)F
AB E FINISHED ...ADE •..,._T HAVE.A VINIM, M 2. CIAMETER CfOINCRETE :.INCS
1.2"„��sER .�.�-
„
r I.
GRADE.PCURED AT �E_ A .E4� •�.�.T _ "� LOF•E I ALL DI .E vTIONS T;:� MATCH
tM9 T �H . , fING.
PLAN - 400.2
SANITARY MAMHOLIE
•4., . lDE1'AlIR1`iEN'' SHALL#itl
SEPTEMBEIR, 2011
450
430
420
410
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314
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