HomeMy WebLinkAbout0865.97.2r
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L15.75'
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41
:N STRIP
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t
I 1• 1
1 i
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' 1
I♦
♦
t t
i ♦t t\
t
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1 i
t
•
ROPOSED DRIVEWAY CENTERLINE
20' WIDE GREEN STRIP
r
ROPERTY LINE
1
D15TANCE DEFINED
IF NOT WITHIN 5' Of EDGE OF
PAVEMENT: USED DORROW
COMPACTED TO 90% STANDARD
PROCTOR DENSITY TO 1 6 OF
PIPE DIAMETER AND REGULAR
NACKFILL TO TOP OF TRENCH
DY D.O.T. REOUIREMEtNT
30' ro 60'
MIN. 6' TOP501L
6G' E LARGER
LEGEND
15 6 TO 12
0h
h�0
12'
DALAN ED LI
i
BC- OUTSIDE DIAMETER
�0
L15.75'
i o
' is
41
:N STRIP
oo
t
I 1• 1
1 i
i
� ! t
' 1
I♦
♦
t t
i ♦t t\
t
i t t
1 i
t
•
ROPOSED DRIVEWAY CENTERLINE
20' WIDE GREEN STRIP
r
ROPERTY LINE
1
D15TANCE DEFINED
IF NOT WITHIN 5' Of EDGE OF
PAVEMENT: USED DORROW
COMPACTED TO 90% STANDARD
PROCTOR DENSITY TO 1 6 OF
PIPE DIAMETER AND REGULAR
NACKFILL TO TOP OF TRENCH
DY D.O.T. REOUIREMEtNT
30' ro 60'
MIN. 6' TOP501L
6G' E LARGER
LEGEND
15 6 TO 12
0h
h�0
12'
DALAN ED LI
MIN. 12'
OR
ARD
1/6 Nc
d
(o�
MAO.
IF WITHIN 5' OF i�¢E Of
PAVEMENT, USE D DORROW
EOUIV. GRANULAR MATERIAL
COMPACTED TO 95% STAND
PROCTOR DENSITY FOR ENTI
TRENCH BACKFILL
D15TANCE DEFINED
IF NOT WITHIN 5' Of EDGE OF
PAVEMENT: USED DORROW
COMPACTED TO 90% STANDARD
PROCTOR DENSITY TO 1 6 OF
PIPE DIAMETER AND REGULAR
NACKFILL TO TOP OF TRENCH
DY D.O.T. REOUIREMEtNT
30' ro 60'
MIN. 6' TOP501L
6G' E LARGER
LEGEND
15 6 TO 12
TO EN5URE 6RA55
12'
DALAN ED LI
5'
BC- OUTSIDE DIAMETER
GROWTH IF NOT
I _, :Rt W 6ALE5 SHALL 6E PLACED AND
D= IN51DE DIAMETER
5HALL pE PROVIDED ON EACH
UNDER PAVEMENT
d= DEPTH OF i5EDDING
MATERIAL DELOW PIPE
51DE OF THE INSTALLED PIPE.
T u 5 FROM ENTERING INTO DOWNSTREAM
7-
V -0'
LI
NWNIMLJA WIDTH =
DEPTH of DEDDING
1.25 Dc + 12'
EDGE OF PAVEMENT, CURD
r
MATERIAL BELOW PIPE
';DATE VEGETATION 15 ACHIEVED WITHIN
'1i ` ')ITE. SUCH STRAW 5ALE5 SHALL DE
GUTTER OR SIMILAR 5TRUCTURE j
11'
'!
IN THE PUDLIC RIGHT -OF -WAY
3-0'
RM, Y SECURED TO THE GROUND WITH FENCING.
MIN. 12'
OR
ARD
1/6 Nc
d
(o�
MAO.
IF WITHIN 5' OF i�¢E Of
PAVEMENT, USE D DORROW
EOUIV. GRANULAR MATERIAL
COMPACTED TO 95% STAND
PROCTOR DENSITY FOR ENTI
TRENCH BACKFILL
d (MIN)
IF NOT WITHIN 5' Of EDGE OF
PAVEMENT: USED DORROW
COMPACTED TO 90% STANDARD
PROCTOR DENSITY TO 1 6 OF
PIPE DIAMETER AND REGULAR
NACKFILL TO TOP OF TRENCH
EROcJlO CONTR0
I PITCH
i
d (MIN)
>
EROcJlO CONTR0
30' ro 60'
ALL INITIAL DACK%L 5HA�L
6G' E LARGER
LEGEND
15 6 TO 12
t
12'
DALAN ED LI
5'
BC- OUTSIDE DIAMETER
A MINIMUM 9' OF CLEARANCE
I _, :Rt W 6ALE5 SHALL 6E PLACED AND
D= IN51DE DIAMETER
5HALL pE PROVIDED ON EACH
ht' !!N TAINED IN 5WALE TO PREVENT SILT AND
d= DEPTH OF i5EDDING
MATERIAL DELOW PIPE
51DE OF THE INSTALLED PIPE.
T u 5 FROM ENTERING INTO DOWNSTREAM
7-
V -0'
�.,A'`+AGE FACILITIES DURING ALL CON5TRUC-
Z-6'
DEPTH of DEDDING
'+ AND SHALL REMAIN IN PLACE UNTIL
11-
MATERIAL BELOW PIPE
';DATE VEGETATION 15 ACHIEVED WITHIN
'1i ` ')ITE. SUCH STRAW 5ALE5 SHALL DE
212'
11'
4' -1'
6'-
3-0'
RM, Y SECURED TO THE GROUND WITH FENCING.
1512'
It
1 1300
21'
1 2 3/e
5E F DETAIL A60VE )
3' -6'
6'-
3'-8'
2.1
16 I1W
5-RAW 5ALE5 SHALL DE PLACED EVERY
1300
24'
3'
12'
7 -8'
75 FEET.
4'-0'
2.3
16 311ir
14
1800
I
31 V
13'
7 -5
6'-
4 -6'
2.6
18 3116'
141/2'
2100
30'
REINFORCED CONCRETE PIPE OtCp)
DETAIL
I'
V -10'
BEDDIM
NOT TO SCALE
5 -0'
2.9
1812'
I
i
2400
33-
3 31V
1S'
3' -6'
----------------------------------------------------------------------------------------------------------------------
5'-6'
- - - ---
DWG Flt F� C• \97 \3RE1 \973RAST
e E
45' _
15' 8' 6' 4' 12' I
I
I
� Y¢ FT�
GP�IInuV.
4' 12'
Vt /Fr
1
T
I
e. \ • •
D
d (MIN)
27' � SMALLER
3
30' ro 60'
4
6G' E LARGER
6
12' 4' 7.5' 7.5'
lit Fly i� FT -
12' 4'
Vi FT Vt /FT
TREE LINE
m
1.00%
MUM
6
�J
1h
r � �
9
1�
r g54
1
1
I 53
PLAN VIEW
GROOVED END ON OUTLET END
TONGUE END ON INLET END
D
'I y�
LLJ PIPE
CULVERT
1777- li:j
COMPUTED LENGTH OF CULVER
PAY LENGTH OF CULVERT
+
c
9 11/2'R 11 /Y'A
L GROOVE (OR TONGUE) TO SECTION Y -Y
NG
6E THE SAME AS ON STANDARD
REINFORCED CONCRETE PIPE l"
ASTM DESIGNATED C76
CLA55'A' CONCRETE
LONGITUDINAL SECTION PlIECAST CONC�E'
CONCRETE IN THESE END SECTIONS 5HALL DE THE SANE GRADE AND STRENGTH NOTE METAL PIPE END SECTIONS MAY
AS SPECIFIED FOR REINFORCED CONCRETE PIPE, A.S.T.AL DESIGNATION C -76 PPE PROVIDING THE AETH00 15
( as set out in standard opccltkattons. ) PRIOR TO INSTALLATION OF POE
REINFORCEMENT IN THE'C' PORTION 5HALL DE THE SAME AS SPECIFIED FOR
REINFORCED CONCRETE, A.5.T.M DESIGNATION C -76 FOR THE SIZE
OF CONNECTING PIPE ( as set out In standard specifications. )
REINFORCEMENT IN THE'D' PORTION SHALL HAVEr!►�CRO55 SECTIONAL AREA
EQUAL TO THAT OF ONE LAYER OF STEEL IN THE C PORTION.
THE END OF THE PIPE CULVERT SHALL 6E PLACED IN THE CONCRETE END SECTION
50 THAT THE FLOW LINES ARE FLUSH. THE JOINT SHALL DE COMPLETELY FILLED
WITH MORTAR.
IN 3:1 OR 4.1 FILL SLOPE, CHANGE r0 THE SLOPE OF _VE END SECTION IN A
SMOOTH, PLEASING TRANSITION APPROXIMATELY 1 0 IN LENGTH.
VARIATIONS IN DIMENSIONS - THE THICKNE55 OR THE ,:ONCRETE, THE P051TWH
OF 5TEEL, AND THE INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE
VARIATION5 IN DIMENSIONS AS PROVIDED IN THE SPECIFICATIONS FOR REINFORCED
CONCRETE CULVERT, STORM DRAIN, AND SEWER PPE, A.S.T.AL DESIGNATION C -7G
WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE 15 USED, A'PIPE END
SECTION COMPARAHILE TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE
FURN15HED AND SMALL 6E AS APPROVED DY THE ENGINEER. EXCEPT IN AREAS OF ACID
OR MINE WATER, THEN THE USE OF METAL END SECTION 15 PROHINTED.
END 5ECTION9 WILL DE PAID FOR AT THE CONTRACT UNIT PRICE EACH FOR IPIPE
END SECTION COMPLETE IN PLACE AND ACCEPTED.
CONCRETE PIPE TOE ANCHORS SHALL DE REOUIRED ON ALL CONCRETE PIPE END
SECTIONS. TH \`Z\
PER EACH FOR %PIPE THERSECTION
_LL bE INCLUDED IN THE CONTRAG7 UNIT PIKE
I op_ - - 8
1 _
worst - - -- - — --- - - - --
I M170
�� Rcp to � 2E)
PROPOSED �
I \ CONSTRUCTION
` o
cp
I
if PROPOSED
CONSTRUCTION
t t
t
r o
LENGTH
RIP -RAP TO DE PLACED
ON SIDE SLOPE WHEN
CALLED FOR ON PLANS
12' C.
AAX. SPACING HOOK
(TYP)
CLAS5'e CONCRETE
: 11 umK" =• s � :
WITH CONCRETE
EY THE ENGINEER
DIA.
MIN
A.
C*
DRAWN BY:
E•
K
R1
R2
WEIGHT
12'
2'
5'
4' -3'
6'-
2' -NY
1.3
1018'
9'
800
15'
214-
7-
V -0'
6'-
Z-6'
1.5
1212'
11-
1100
16'
212'
11'
4' -1'
6'-
3-0'
1.8
1512'
It
1 1300
21'
1 2 3/e
1 11'
3' -6'
6'-
3'-8'
2.1
16 I1W
13'
1300
24'
3'
12'
7 -8'
6'-
4'-0'
2.3
16 311ir
14
1800
27-
31 V
13'
7 -5
6'-
4 -6'
2.6
18 3116'
141/2'
2100
30'
312'
IV
V -10'
61 '-
5 -0'
2.9
1812'
15'
2400
33-
3 31V
1S'
3' -6'
8'-
5'-6'
3.1
23314-
171/2'
4100
38'
4'
17'
3' -1'
8-
6' -0'
3 4
24 3 IB'
20'
4200
• TOLERANCE tt- '
1
r
/
w
a�
\
Ile
4 `
25 5YD5 OF
RIP -RAP
Go
cp
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t `
h i
~wit 2.00%
`
tt o ROPQS D
t♦ hh� ho
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�Q1 Sv Od I v 1 O� , N,- -S_ - T-"�R " C . T,I- ' O �- N
NSTRU TIQN
c_ o co
OD
\6D co 00
1 r t�
i PROP SED
`SON UCT N
32 LF OF 15' RCP
U/5 INV. = 855.40
D /51NV. — 852.90
tM
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Ilk
CERTIFIED BY
DATE:
OG /2
SCALE:
1' = 5
DRAWN BY:
CHK'D BY:
J.M.P.
JOB NO.
97 -31
REVISIONS
SHEET NO.