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ON CHURCH PROP. AREA DISTURBED BY' CONSTRUCTION
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ST. AUGUSTINE SOD.
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Job No. 2685 - 92
Dsgn.
Drawn Kn-
Checked
Approved
-
Date APRIL
_
Scale:H 1"=30'
: V 1"= 3T
Sheet
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LIMIT OF PAYMENT
EXISTING ROADWAY
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c�+
LIMIT OF
PAYME,
STAKE
-STOPPER
-4" HOUSE SERVICE AT 10 % MIN SLOPE
• 12 'x 4" WYE NOTE A 2x2x2'-O" STAKE SHALL BE
I, -- IO"x 4" WYE PLACED IN THE SURFACE DIRECTLY
ABOVE WYE. STAKE SHALL BE
1% 8" x 4" WYE EXPOSED 6" B PAINTED RED.
TYPICAL LONG SEWER TAP
ATERAL
3ARS BOTH WAY,
AT 12" C C
-OR MANHOLES LESS THA•• I1"' DEEP,
WALLS SHALL HE 8" THICK, FUR
MANHOLES DEEPER THAN 12; THAT
PLAN PORTION 6F WALL BELx1W 12' SHALL PLAN
BE 12" THICK
t� ;_HEPr LAS, MA11rG-E, ARE ACCEPTABLE
N,'H SPECIFIC APPROJAL IV ARITING
FP(,M THE ENGINEER. BACKFILL FG4 FIBERGLASS
IA H SHALL BE CEME%T STABILIZED SAND. NC E • 'R�% ..:.i
5-4NDAR0 C437 1RUN MANHOLE
FRAME B COVER, TRINITY VALLEY -
PATTERN N0. 672 OR EQUAL STANDARD CAST IRON. MANHOLE
CONC CAP
NOTE PRE -CAST MAN -TOLES
ARE ACCEPTABLE AC
PER SPECIFICATIONS
r =
all • •' a'1 CLASS "A" CONCRETE
D • o.
axG No 6 MESH
SECTION A -A
STANDARD MANHOLE
SECTION 8 -B
DROP MANHOLE
Ct SAN SEWER 3
0
6" LG. RADIUS BEND /STAKE
cr
' STOPPER
12"x 4" WYE 4" HOUSE SERVICE
10"x 4" WYE _
B"x 4" WYE
LIMIT OF PAYMENT
I
OPTIONAL WYE SADDLE
CAN BE USED IN PLACE
OF THE IN LINE WYE
TYPICAL
SHORT SEWER
TAP
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O
III
>n.
I NECESSITY t,,h- USE -IF THIS '�FCTION
�11
WILL BE UETERMINFO HY THE FNGINEFR
Q ¢
II RANGE
AND STRUT AS REU'D -
AS THE CONSTRUCTIt,N PRtIGh'ESStS Ei
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TIONS ENCOUNTFhFU
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FOLLOWS -
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a) °AYMEN7 ct h SANI'.:hl SEWEm'
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hJ I .:) MF NT F('•° T SANS
C %5TRI,rioN" 4T CONTRACT
GRAVEL (MAX. 1" \Q� _
AGGREGATE) I q Q P,.RICE F'Eh FOOT
cF:91 ME"vl IIIR „wLl ( F'nly l'ar
j CI-NTI.ACI 04-NCL f'FR a00T
I I FLOOR WITH 2" BOARDS ALI LUMBER SH4;t BE �t i,f va.E.
f Z WITH 4' LEAST 16 .
4"x 4" SILLS @4" C. C.
ziORFAOERS 2" HOARDS S FD
FILL SPACE BETWEEN FLOUR
AND SILL WITH GRAVEL
WET SAND CONSTRUCTION DETAIL
I
z
SECTION A -A
SHALLOW SAN. SWR. MANHOLE
0
SEC. OF COVER
THRU 1/2"x 2-1/2" RECESS
\\ 1/2" x 2-1/2" RECESS
SEE •DETAIL!
•--''-' 3/4" HOLES
LETTERS TO BE RAISED I/81
AND 2" HIGH USING LINES 1/4"
WIDE.
3/4" - GROOVES 3116" 014 x 3/32" DEEP
APPROX 3/4" TO I" SPACES
1
Iti ,'.8 12-5/8" +
' a °,'. �. a 3,4„ L ,.-�I�" 3/4,.
tt 3
I 11 Yi 1_I/z^I
1 M4, HINE0 BEARING SURFACE i �f
5"
I14" ' It �}-5,
HALF SECTION HALF SECTION 3/4
32 MANHOLE COVER 23/z -MANHOLE COVER
WITH FRAME WITH FRAME 2-3/4"
Y R 23-1/2" COVER �Ali
NI. 'E 4 - 12' . ENTERING LUGStIA7ER14L .'4S 1 ,Rt'N A S T M A-48 FU_CLASS NO 2t' 5-12"CENTERING LUGS 3/8
FOA 32" COVER I"-5/8
I
�3/4"
ALTERNATE FRAME
STANDARD MANHOLE FRAME & COVER
r R1NITn VALLEY ;VUN B STEEL CU
PATTERN NU 1664 OR EQUAL
STANDARD CAST;NG
_ F, =-77=
611
x 2'-0" SLAB_ o \
2'-IU" LONG
//- 6" PLUG
`4
%tll
—6" CLEANOUT
CLASS "C" CONCRETE /^IISI /
I A,1
1��
NUT LESS THAN 3 it CLIMP4CTED BACKFILL.
IN 6" LAYERS
11
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_ I
450 WYE BRANCH
--CLASS "C"
It
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ELEVATION
CLEANOUT DETAILS
END VIEW
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ALONG SANITARY SEWER EXTENSION I
(SPENCER HWY.) WEST MAIN STREET
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