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PORTION OF NW 114, SE 114, SECTION 14, TWP. 23 N., RGE. 5 E., W.M.
SACKFYL MATERIAL w (SEE NOTE 4) - LIMITS OF PRE ZONE
(SEE NO7E 5)
CONCRETE a
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FOUNDATON LEVEL
`(CLASS A DESIGN)•' —�
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BACKFTLL MATERIAL
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FOUNDATION LEVEL B
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(CLASS B. C. D. DESIGN)
BEDDING FOR RIGID PPE
1-A (SEE NOTE 4) LIMITS OF PIPE ZONE
BEDDING —TENAL
FOR F{OTE 7 RIPE
(SITE NOTE 7)
FOTMATKM LEVEL 3 n _1
(CLASS F DESIGN)
BEDDING FOR FLEABLE PIPE
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PIPE HEDDDEG FOR SAWARY SEIOL
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DWG. NAME- smac SP PAGE: awq
os PIPE BEDDING FOR SANITARY SEWER
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE
ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF
ALL EXISTING UNDERGROUND UTILNTES PRIOR TO COMMENCING
CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL
EXISTING UTILITIES ARE SHOWN HEREON- THE ENGINEER
ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR
UTILITIES NOT SHOWN IN THEIR PROPER LOCATION,
CALL BEFORE YOU DIG: 1- 800 -424 -5555
! PROPERTY LINE
Z I — — HOE FRAME AND COVER
a 8' SEE DRAWING BR29 N07ES:
G FUTURE tY Y 24- ppJUSIMEryT (4' YIN.) 1, STEPS TO BE 3/4' .DEFORMED BAR GALVANIZED SAFETY
6" BLRLOING SEVER PIPE BUEONG SEER STEPS OR EQUAL.
-- 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
i 12�s 4� STA SFRVKE .AA1tER PAWT LIFER RBA reSKFTED ,JOINTS 4, MANHOLE TO BE PER DRAWING R REINFORCED
TEE WITH 6° SIDE OUTLET F I PORTION WIATE ANS SFEMEX ON SEE IN ACCORDANCE WITH ASIA 0-443 4. MANHOLE BECKONS TO BE OF REINFORCED PRECAST
WORDING "SEVOr WITH 37 HIGH MACK LE IOM CONCRETE.
AND 05 VIE MAPPED AROUND SHE STTA AND 'C' S. ALL JOINTS SHALL BE GREYED.
BETE SEWER AND BUILDING SEVER $ I EXTENDED TO TFE TOP OF TVE STIR. STEPS - 3/4' E INCLUDE BAR 6. SANITARY SEER INCLUDING CH ES SHALL HAVE ALL EAE D)
u STEPS SHALL E INCLUDED WITH A�HIGH SOLIDS GURETHANE COATING: (SEALED)
UNLESS OTHERWISE APPROVED BY THE CIT.: MAZE TAP 1HRO76H CAST 6_1/2"
1 CONCRETE RISER BY PIPE INC.. WASSER MC- CONSEAL OR APPROVED EQUAL:
IRON SADDLE SECURER 70 SEER MAIN WITH STA04F95 S ®_ BANDS Y YK OR APPROVED E— COLOR OF COATING SHALL BE WHITE.
WHEN CONNECTING NEW SIDE SEVERS TO EXISTING MAUL •A• 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C -u3
6D" ALLOWABLE MAX VITRIFIED CLAY. PLAN AND REINFORCED CONCRETE DI PPE AND Cl & CHANNEL. HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
FOR CAST IRON PIPE PPE SEER MAN LE S A TO E COTE DRILLED DIAMETER OF THE LARGEST. PIPE.
OR DUCTILE IRON PIPE. T MAX PIPE SIRE - 'E' 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GTK
IT pe7 ADAPTOR. KOR -N -SEAL BOOTS OR APPROVED EQUAL.
1--3:5 MIX a lN�S F [R -BYO. ALUMINUM
CONCRETE ��. GALVANIZER SYEEL
BLOOOIF J��'L`� :4 ��' FlLOULETN RETIE SHELF A' •C• .D . 'E' .
O 2A -YIN AQPE 4B' YH 48" 6'NIN. 5•MIN 24' 41N. 2.D.
1Z CAST BASE SECTION 54" YH 54- 6" MIN. 5:5- MIN. 24" MIN 24 I.D.
( r SIDE OUTLET TEE HORIZONTAL -- - OR CAST N SHELF. 60' VAH 60" 8" MIN. 6" MIN. 42' MIN. 30 " -I,O:
SERER PAIN.
CII/XREIE EO(XNG AN(iF. _
OF TEF AT YAN OVER 25 TYPI A aD �FER FVATON 6 YK (7TP) -
]ELEVATION SFANDAID SIME SLIER TNSIDIUATIOT
(BEm SIN TO FwPwr LBO SANITARY MANHOLE TYPICAL DETAIL SANFFARY MANHOLE TYPICAL DETAIL
NOTE: ADOPTED Y ADOPTED
UNLE55 OTHERWISE SHOWN ON PLAN. SIDE SEER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY AmWI NOT TO SCARE CRY � 102x9Wl
LSE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION. WHICHEVER 15 LOWER. > „M - � wAwoN® PIAWI
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Pp . fTAG- NAME. BR39 SP PAGE 8078 Ammlmc anm Pa API
DWG. NAME: BR28 SP PAGE: 8071 NEvI= TV
STANDARD SIDE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
NEW MANHOLE PER
AiWN SANITARY MANHOLE TYPIGAL DETAIL
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RECOMMENDED FOR APPROVAL
NEW 8"
SEWER PVC x CONC. MANHOLE
DATE 03115/2007
CUT OUT EXIST. PIPE, MAKE ADAPTER (PVC PIPE ONLY)
By: Dote:
JOB NO.
SMOOTH INVERT & CHANNEL NON SHRINK GROUT
AFTER NEW LINE IS
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DATE 03115/2007
By: Dote:
JOB NO.
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