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11.
BAoYfILL SfIALL bF PUGED EOY/ALL Y GW 6177H SiaES' of , Iflf PPE NV U IERS IN7H A [ARSE A ItRA(,�' DEPIH OF 6 6
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PAYED AREAS, CDIfR A/UST SrQ°L� N/ ALL Q14l�C1KI�VS TO A/A1Gy/ PAI�MG
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Z
M7VQ'/. A/A7FRYALS TO CAUPiEIE 71E FILL OWR 71f Ply 9NALL BE 71/E SAME AS AESQ'P&-D
ADAPTOR, KQR -N -SEAL BOOTS OR APPRObFO EQUAL.
SEC. 15, TWR 23 We ROE. 5 E•, WA,
MANHOLE FRAME AND COVER
SEE DRAWNG BR29
ADJUSnwENT (4' mIN.)
CONE
RUBBER GASK£TED "NTS
IN ACCORDANCE WITH ASTW C -443
STEPS - 3140 DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
NOM".1,
1. STEPS lt7 aF 314' I QfF AW D MR GAL VAAFM S #TT Y
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I STEPS ARE lt7 K NV PLACE BMW MAAFaf SECA WS
ARE' NSTALLED
I CAS7W M K PER ZWA MWG LW29
4 MAN KV SFCWVS lt7 K CIS' PRECAST
5 aviwc 9vaACO BE AN DOMNSIWAM SW.
6. ALL A%V7S gmu ar mwim.
7. SM/ITARY ZNER A/AAhOtES 9VAU HA ICE ALL AN)MW
5UWA= ANa(XJ w QYAWLK COATED (SEALED)
W7H A hVW sUtaS iff7HAAtf COA 77K
0 S,SER AC- COVSEAL a? API ROWD EQUAL;
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8 RJR GANF>FD ,.awls 9YAU K AN CaYFOWANCE
WN ASTM C -441
9. a/AAwEL If7QYT wAu BE A MW MW OF 314 1NE &SIDE
DIAMETER ar 7W LARQ -ST Pfd
la C9%WCT `0VS r0 MANHIXE SF/ALL BE A/" l/SWG OW
ADAPTa; m? -N -SEAL fiW75 a? AP1ol OWD BaIAL.
MAX. PIPE SIZE - 21 " /.D. 24 "x 6" FRAME AND LIP
PER DRA WING BR29.
LADDER -.STD. ALUMINUM
OR GALVANIZED STEEL !
CONCRETE SHELF TL
• 4 " MIN. TO
• 12" MAX
• • •.
P
If
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OR CAST IN SHELF. ' CONCRETE
• ' 24" X BLOCKING
- v
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NO TES.-
Z
BE CUT IM7H IN
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1.
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[�
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A P£IPIUANENT HOT Al/X PA Si'IALL 6L� PYA(.1�D MIIFMV 10 DAYS ANO Si'lACL Q� PfJP L�E'NT p7Y Q� RfNTgV
y
STEPS OR EGXIAL.
�
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2.
STEPS ARE TO BE IN PLACE BEFORE MANHOLE S£CAANS
_
/J. DAIUA/ WALL Bf pTY OF RfN1LW, NA 19 1988 (Alf7f]PS) AND NAD 191B.i11991 (A/£1FRS)
ARE INSTALLED.
MINA am a 10 FART TO MAXAMUM 1.0 Foor DRw arni EN ANwRr AN AAO ANwERr OUT. ALL MANIaE Cvww SF/ALL
J.
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=
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4.
MANHOLE .SECAONS TO BE OF REINFORCED PRECAST
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5.
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6.
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23 W E/PF A ICI TFR MAN MS ZS ABODE PC SiW)ARY 9W,, AAn LESS 1HAN 30" OF IfR41CAL aEARAMLE EXISTS
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o
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RENSJUV IF AWA 0110 & CJII, IINQYN£SS (X. 57.
g
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g
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25 MV CaMCChIMS M EXISTING FAaIWS SMALL ar SEALED Orr oym /pSTREAM caanwwv /S F7rMrS m,
ADAPTOR, KQR -N -SEAL BOOTS OR APPRObFO EQUAL.
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LOr.A navS OF )WS E IMPRorEME�v1� REFER TO )W ARa#MCARAL 97F PLAN. AMPR�owA&Nr AND sTRUcnff
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=
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NOT IN AN AREA ar fUnA'PL� PAWMNT O? SIR1/CWAL flL nViM 641C�FdLL AM COWACnON SWAU BE CCIIIPLETED
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NOTES•
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2 STAAICESS S1ftZ S7RAPS Si'IAIL NAIf A 44M"
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MK ? EA01 At LtiM1iEC/1gY PgN1S
,1 FpP MNMAxES / AM7 A 71E aWIRAC11aP HAS
11W Q°1JpY Or A[S17 (/SYIC AN p/15W LIQCI° P!R
GQR. S1R 8771
1ASIDE DROP CONNECT/ON
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r
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w
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4 a4
v ° d
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6
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C.O.R. STD DWG BR 37
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314" .WAWS 9DAQFD - 314"
AS ANDICATED - HT. 1/1"
r 1/2.,
1 ••
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Nty BoPCa
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PFF MA 1FRYAL AS SPEMD
BY w naveR
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PORTION W# 7F AND LABEL "SEWER" W1 TH
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GRADE AND A TTACH I T TO THE 2x4" STUD.
SIDE SEWER DETA /I.-/
NO SCALE
60" ALLOWABLE MAX.
FAR CAST /RAN PIPE
OR DUCAL£ /RAN PIPE.
MAN Z
L 16" SIDE OUTLET T SE
SEWER MAIN
CONCRETE BLOCKING ANGLE
OF TEE A T MAIN OwR 25'
is
PNG�iB�Od�
r.014 2r ,u/N SLApE
HORIZON TA
,SEWER MAIN
TYPICAL SIDE SEWER ELEVA 7100V
NO 7E.-
UNLESS 07HfRINS£ SHOWN AN PLAN, SIDE SEWER SHALL HAW A MINIMUM
4' CO PER AT PROIoERTY L /NE OR 3 -5' LOWER THAN THE LO *FS T HOUSE
ELENA RAN, WH /CHEb£R IS LOWER.
UNLESS OTHERWISE APPROVED BY 7HE GTY, MAKE TAP 7HR000N CAST
IRAN SADDLE SECURED TO S£NER MAIN WITH STA INLESS STEEL BANGS
WHEN CANNfCANG NEW SIDE SEVERS TO EX /SANG MAIN.
141Rlf7E0 CLAY, PLAIN AND REINFORCED CANGW£7F, D.I. PIPE AND C./.
PIPE SEWER MA /NS ARE TO BE CORE DRILLED
SIDE SEWER DETAIL
12 "I
fl&R XWT
PAaVIWG
45' (1/!g) &W
WT RON MW AW QQ"
AVIE.:
NV MWWO10 AWAS A20 1 =0' nwar
2 =0" Saifw cavw E; GYASS •UM PAC ANOW
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BY;����ilAlE.• �
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1 4711 tO 29th Moo. sufn. 10 1
befeww, wojmww 90007
425."5.7877 four 425."5.7%3
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ENGINEERING - PLANNING SURVEYING
s INCH OR 8 INCH CLEA"ff MNIrARrsavER DErAas
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w
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o
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90' BEND
NOTES•
AU Pfr srYAu Of s MAnM As AOMM.
2 STAAICESS S1ftZ S7RAPS Si'IAIL NAIf A 44M"
Si°ALllYC Or is : S7RAPS 9'/A[L BE A7TAQ5iD
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MK ? EA01 At LtiM1iEC/1gY PgN1S
,1 FpP MNMAxES / AM7 A 71E aWIRAC11aP HAS
11W Q°1JpY Or A[S17 (/SYIC AN p/15W LIQCI° P!R
GQR. S1R 8771
1ASIDE DROP CONNECT/ON
/NSSMHI
ROLL 1 9L7
r
M
' 12" •
w
• W
4" 54"
4 a4
v ° d
v
a v 4 4 ,4 •.
-, 4 .
6
• 6 =1
SANITARYSHALLOWMANHOLE TYPEB
C.O.R. STD DWG BR 37
NO SCALE
314" .WAWS 9DAQFD - 314"
AS ANDICATED - HT. 1/1"
r 1/2.,
1 ••
R.4,1 -IA
Nty BoPCa
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Z
PFF MA 1FRYAL AS SPEMD
BY w naveR
Z
'o
R/W
10 Ail /N.
6" BUILDING SEWER PIPE
8
TEE WITH 6" SIDE OUTLET I CLEANOUT -SEE
DETAIL LEFT
2 "x 4 " STUD SER NCE MARKER PAINT UPPER
PORTION W# 7F AND LABEL "SEWER" W1 TH
3" HIGH BLACK LETTERS. WRAP 0 WIRE
AROUND THE PIPE, EXTEND IT TO FINISH
GRADE AND A TTACH I T TO THE 2x4" STUD.
SIDE SEWER DETA /I.-/
NO SCALE
60" ALLOWABLE MAX.
FAR CAST /RAN PIPE
OR DUCAL£ /RAN PIPE.
MAN Z
L 16" SIDE OUTLET T SE
SEWER MAIN
CONCRETE BLOCKING ANGLE
OF TEE A T MAIN OwR 25'
is
PNG�iB�Od�
r.014 2r ,u/N SLApE
HORIZON TA
,SEWER MAIN
TYPICAL SIDE SEWER ELEVA 7100V
NO 7E.-
UNLESS 07HfRINS£ SHOWN AN PLAN, SIDE SEWER SHALL HAW A MINIMUM
4' CO PER AT PROIoERTY L /NE OR 3 -5' LOWER THAN THE LO *FS T HOUSE
ELENA RAN, WH /CHEb£R IS LOWER.
UNLESS OTHERWISE APPROVED BY 7HE GTY, MAKE TAP 7HR000N CAST
IRAN SADDLE SECURED TO S£NER MAIN WITH STA INLESS STEEL BANGS
WHEN CANNfCANG NEW SIDE SEVERS TO EX /SANG MAIN.
141Rlf7E0 CLAY, PLAIN AND REINFORCED CANGW£7F, D.I. PIPE AND C./.
PIPE SEWER MA /NS ARE TO BE CORE DRILLED
SIDE SEWER DETAIL
12 "I
fl&R XWT
PAaVIWG
45' (1/!g) &W
WT RON MW AW QQ"
AVIE.:
NV MWWO10 AWAS A20 1 =0' nwar
2 =0" Saifw cavw E; GYASS •UM PAC ANOW
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AMV mop As Kamm or srA m wra amsm wx
NO SCALE
!S 506
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RECOMMENDED
FOR APPROVAL
BY;����ilAlE.• �
er.• o� �•
1 4711 tO 29th Moo. sufn. 10 1
befeww, wojmww 90007
425."5.7877 four 425."5.7%3
aww0000e DESIGN
ENGINEERING - PLANNING SURVEYING
s INCH OR 8 INCH CLEA"ff MNIrARrsavER DErAas
Ga� e� SCALE ew� caw Aw�
�•�N«�.+ � R ! � C' /' � ; " _ , � � rod � cx�► 0"
•
•