HomeMy WebLinkAbout83-1414 - Details - Sheet3P
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3/4'
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PLAN
2'-10"
2'-4-
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JJ IST
24 1/4'
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APPROX. FINISH GRADE
LS286 COVER IN 2'-6"0 OPNG.
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ACME PRECAST
5' DIAMETER PRECAST
MANHOLE
I 1 /d"
12" HDPE INLET
INV. ELEV VARIES 6CONCRETE INVERT
SEE SCHEDULE 8'
.. 18" HDPE OUTLET
51-0.
6'-0"
I
OUTLET
1. MANHOLE SHALL CONFORM TO ASTM SPECIFICATION C478-75 INLET .
2. MANHOLE SHALL BE WET CAST 4000 PSI CONCRETE W/PIPE
CONNECTION OPENINGS CAST IN AT REQUIRED LOCATIONS.
3. NO STEPS ARE REQUIRED IN THIS MANHOLES
4. INVERT TO BE FORMED OF C.I.P. 2500 PSI. CONC. INLET
5. ALL PIPES SHALL BE SECURELY MORTERED IN PLACE MANHOLE INV. DETAIL
NTS
DETAIL - MANHOLE 1-
1/2"1/2" = 1'— 0"
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\Ili\II 3
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3/4'
I
PLAN
2'-10"
2'-4-
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FOURTH FLANGE
WHEN SPECIFIED
1
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FL\ES SEE Sµ 1 ' Coco
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CURB INLET GRASS PLANTING STRIP Q
PRECAST CONCRETE CATCH BASIN ` RP714PGE TRFSICN ::.;
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12 D \AD
Vol
15sCHEDUVE OF ELE I
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2" BIT. CONC. MASS. DPW. TYPE I BINDER�i�
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-C6MPACTED GRAVEL BASE
PRECAST CONCRETE CUR��, / / / /
7'
PL
CURBING DETAIL 1COMPACTED FILL OR NATURAL SUBGRADE
f AN " = 1'— 0"
6' WIDE PLANTING STRIP L
3 FLANGE FRAME AND GRATE CONC. CURB INLET PRECAST CONC. CURB
6' LOAM AND SEED' :. :.PIPE THROUGH 'A' END PLATE t:' •.• �,
•,;:• :"•;;:• :'• LENGTH VARIES (SEE SHEET 1) :.
SECTION A — A 'B' END PLATE AT OTHER END OF TRENCH Q
En
>
M 12" ID SMOOTH BORE
SECTION A—A MINIMUM FRAME WEIGHT: 3 -FLANGE - 265 LBS. I
4 -FLANGE - 295 LBS CORRUGATED HD POLYETHYLENE PIPE o 0 0 0 0 0 0 0 0 0 0 0 0 0
MODEL:- LeBARON LS286 MINIMUM GRATE WEIGHT: 215 LBS. M
• o 0 0 0 0 0 0 0 0 0 0 0 0 0 W�
" _" !• o F
—WEIGHT: 350 Lbs. PASS AREA: 255 SQ. IN. OZ W
FRAME & COVER FRAME AND GRATELo
L�L,�� CO Z Q d N
CATCH BASIN TRAP _ " I- Q O Ld — N
• ACME PRECAST 0_ = �
1 n = 11— On 1 n = 11_ On Q Y In Q J
W U
5' DIAMETER PRECAST 0 U O N -�
MANHOLE LENGTH VARIES - NUMBER OF CHAMBERS + 4'
CUT SLOPE SECTION 4" MIN. LOAM AND SEED 6. 3/4" TO 1 1/2" WASHED STONE SEE SHEET 2 FOR LOCATION AND LENGTH FROM SCHEDULE OF ELEVATIONS
BIT. CONC. BERM INFILTRATOR 'MAXIMIZER'
rn 6'
1' BIT. CONC. TYPE 1 TOP MIX 8" SECTION /E /A _j
\1 1. SECTION /1 /1
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3• 2" BIT. CONC. TYPE I BINDER " N N
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\\/\\/\\/\/\\/\ �. • : • 2' MIN. PEASTONE COMPACTED FILL `L _ o
e 1' MIN GRAVEL BASE o = w
\\ \ \.\ \ \ ;.... a o`
• ► 1. CATCH BASINS SHALL CONFORM TO ASTM SPECIFICATION C478-75
\/\/\/\/\ 2. CATCH BASTNS SHALL BE WET CAST 4000 PSI CONCRETE W/PIPE %'► ;a: T 1 � C) N
ALT. FOR FILL 5 \/\//\//\//\/�//\/�\/��/�\/�\//\//\//�/� CONNECTION\//�//�//\///�//�//3. NO STEPSRE REQUIRED ED INTCATCH BASNIN AT ISED LOCATIONS a I :;! +`y I O U aQ �o
\\/\\/\/\\\\/\\/\/ 5. ALL4. PIPESJSHALLMP DEPTH SHALL BE 5 FEET.BE SECURELY MORTERED IN PLACE N I . I UNDISTURBED
OR O" LLJW O
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6. PROVIDE P;PE TRAPS AT OUTLETS TO ALL LEACHING STRUCTURES. UNDISTURBED ' y COMPACTED O f -K of
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//\//\//\//\//\//\//\//\// CEARTH OR
OMPACTED I . ; • .. s • I Flll W L�
FILL ce
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COMPACTED FILL OR NATURAL SUBGRADE 00
3/4" TO 1 1/2' WASHED STONE 6' - 10' o
COMPACT W/VIBRATORY COMPACTOR SECTION A /1 _ A INFILTRATOR "MAXIMIZER'
-ION AT -BERM EDGE DRAINAGE AND PAVING DETAILS Gli'I IV
1n — 11— On 96-161
1/2" = 1'— 0"
SHEET 3 OF 4
JJ IST
24 1/4'
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FOURTH FLANGE
WHEN SPECIFIED
1
o C
LLJ01V M M
co to
T '
FL\ES SEE Sµ 1 ' Coco
00
In In (J) Etl
�N�D\ VP \\ TO •MP M1ZE aw j Z
J N
01 �.
0. Q
CURB INLET GRASS PLANTING STRIP Q
PRECAST CONCRETE CATCH BASIN ` RP714PGE TRFSICN ::.;
10 S�OpNN%'FS4E
12 D \AD
Vol
15sCHEDUVE OF ELE I
/ 6 V PR
O O
fI rp�pp p l i 6' LOAM AND SEED PRECAST CONCRETE CURBkA
'>
r
�N
1' BIT. CONC.,MASS. DPW. TYPE I TOP MIX
2" BIT. CONC. MASS. DPW. TYPE I BINDER�i�
/ 6• I \//j//j///\//j/ • ,1� ',�...• - - • ' '�'\,A P'�9 a9rT Y lA
-C6MPACTED GRAVEL BASE
PRECAST CONCRETE CUR��, / / / /
7'
PL
CURBING DETAIL 1COMPACTED FILL OR NATURAL SUBGRADE
f AN " = 1'— 0"
6' WIDE PLANTING STRIP L
3 FLANGE FRAME AND GRATE CONC. CURB INLET PRECAST CONC. CURB
6' LOAM AND SEED' :. :.PIPE THROUGH 'A' END PLATE t:' •.• �,
•,;:• :"•;;:• :'• LENGTH VARIES (SEE SHEET 1) :.
SECTION A — A 'B' END PLATE AT OTHER END OF TRENCH Q
En
>
M 12" ID SMOOTH BORE
SECTION A—A MINIMUM FRAME WEIGHT: 3 -FLANGE - 265 LBS. I
4 -FLANGE - 295 LBS CORRUGATED HD POLYETHYLENE PIPE o 0 0 0 0 0 0 0 0 0 0 0 0 0
MODEL:- LeBARON LS286 MINIMUM GRATE WEIGHT: 215 LBS. M
• o 0 0 0 0 0 0 0 0 0 0 0 0 0 W�
" _" !• o F
—WEIGHT: 350 Lbs. PASS AREA: 255 SQ. IN. OZ W
FRAME & COVER FRAME AND GRATELo
L�L,�� CO Z Q d N
CATCH BASIN TRAP _ " I- Q O Ld — N
• ACME PRECAST 0_ = �
1 n = 11— On 1 n = 11_ On Q Y In Q J
W U
5' DIAMETER PRECAST 0 U O N -�
MANHOLE LENGTH VARIES - NUMBER OF CHAMBERS + 4'
CUT SLOPE SECTION 4" MIN. LOAM AND SEED 6. 3/4" TO 1 1/2" WASHED STONE SEE SHEET 2 FOR LOCATION AND LENGTH FROM SCHEDULE OF ELEVATIONS
BIT. CONC. BERM INFILTRATOR 'MAXIMIZER'
rn 6'
1' BIT. CONC. TYPE 1 TOP MIX 8" SECTION /E /A _j
\1 1. SECTION /1 /1
—_\SAI, Q
3• 2" BIT. CONC. TYPE I BINDER " N N
z
x z
5'_0' .:t:. ..:•.. %`�.. _' : 'Co1APA,CT�D=PAVEAIENY. ASIS ^ .• • Z Q < W
\\/�j r 6'-0' MIN. 4 OZ. NON -WOVEN FILTER FABRIC PEASTONE O O w�
\//\\//\// \//\//\//\oe. w Z zF O
\\/\\/\\/\/\\/\ �. • : • 2' MIN. PEASTONE COMPACTED FILL `L _ o
e 1' MIN GRAVEL BASE o = w
\\ \ \.\ \ \ ;.... a o`
• ► 1. CATCH BASINS SHALL CONFORM TO ASTM SPECIFICATION C478-75
\/\/\/\/\ 2. CATCH BASTNS SHALL BE WET CAST 4000 PSI CONCRETE W/PIPE %'► ;a: T 1 � C) N
ALT. FOR FILL 5 \/\//\//\//\/�//\/�\/��/�\/�\//\//\//�/� CONNECTION\//�//�//\///�//�//3. NO STEPSRE REQUIRED ED INTCATCH BASNIN AT ISED LOCATIONS a I :;! +`y I O U aQ �o
\\/\\/\/\\\\/\\/\/ 5. ALL4. PIPESJSHALLMP DEPTH SHALL BE 5 FEET.BE SECURELY MORTERED IN PLACE N I . I UNDISTURBED
OR O" LLJW O
i \
\,X,'
6. PROVIDE P;PE TRAPS AT OUTLETS TO ALL LEACHING STRUCTURES. UNDISTURBED ' y COMPACTED O f -K of
N p
//\//\//\//\//\//\//\//\// CEARTH OR
OMPACTED I . ; • .. s • I Flll W L�
FILL ce
Q >
COMPACTED FILL OR NATURAL SUBGRADE 00
3/4" TO 1 1/2' WASHED STONE 6' - 10' o
COMPACT W/VIBRATORY COMPACTOR SECTION A /1 _ A INFILTRATOR "MAXIMIZER'
-ION AT -BERM EDGE DRAINAGE AND PAVING DETAILS Gli'I IV
1n — 11— On 96-161
1/2" = 1'— 0"
SHEET 3 OF 4