HomeMy WebLinkAboutCape Cod Hospital - Proposed Parking Lot Expansion0038"
SECTION A—A
MINIMUM WEIGHT: 376 LBS
MANHOLE FRAME & COVER.1" x
1' - 0" �o
32" g"
24" iv
I
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IGROUT
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N
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MANHOLE FRAME AND COVER
BRICK ADJUSTING COURSE
8"X8"X16" SOLID CMU
WHERE D EXCEEDS 20"
"ACME"
HCB-1000
OR
HCB-600 ,
OR EQUAL �- GROUT
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12" HDPE INLET6.. .
' CONCRETE INVERT
INV. ELEV VARIES
SEE SCHEDULE 18" HDPE OUTLET
%
1
FOURTH FLANGE
WHEN SPECIFIED
P_
N
24"
1.
-- N
3.
22" 4.
5.
8" 6
3"
SECTION A- A
MINIMUM WEIGHT: 3 -FLANGE - 376 LBS.
4 -FLANGE - 388 LBS.
FRAME AND, GRATE.
5'- 6" 4"
6'-0"
PRECAST BASE SLAB OR
CAST IN PLACE SLAB INI
OTE:
MANHOLE REINFORCEMENT BE ASTM A-615-68 GRADE 60
MANHOLE SHALL BE WET CAST 5000 PSI CONCRETE W/PIPE
CONNECTION OPENINGS CAST AT REQUIRED LOCATIONS.
NO STEPS ARE REQUIRED IN THIS MANHOLE
INVERT TO BE FORMED OF C.I.P. 2500 PSI. CONC.
ALL PIPES SHALL BE SECURELY MORTARED IN PLACE CONC. INVERT DETAIL
MAHOLE TO BE CAPABLE OF AASHO H-20 LOADING NTS
AT SPECIFIED MANHOLE DEPTH AND DEPTH OF COVER.
TYPICAL CONCRETE MANHOLE.
1/2"
- 1'-
0"
I" ....
i –I
A—
c-rrn
PRECAST CONCREI
/ Ir 4 OZ. FILTER FABRIC
Al
6O GEOGRID (ISI 14,000 or TENSAR BX1100)
1 _
PRECAST CONCRETE CURBO'A_M
O
6" LOAM AND SEED n�-
1" BIT. CONC. TYPE I TOP MIX''
2" BIT. CONC. TYPE I BINDER
' ^ M41
ARNIE ti
/ Q� \\\/\\\/\\j\\j �� �• COMPACTED GRAVEL BASE 3L4'��
/ . ` •�"'
PRECAST CONCRETE CURB\//\\
PRECAST CONCRETE CURB \�\\�\\�\\/\ •\\/ �\ \\\/\\\\\/\\/\\/\ /
7"
COMPACTED FILL OR NATURAL SUBGRADE
CURBING DETAIL 1" = 1'- 0"
PLAN-
3
CONIC. CURB INLET PRECAST CONC. CURB PAVEMENT SUB -BASE
FLANGE FRAME AND GRATE GEOGRID (ISI 14,000 or TENSAR 8X1100)
4 OZ. FILTER FABRIC COMPACTED FILL
••6.. LOAM AND SEED• - ... .' - . • _ - .. -' . • .. % • , . ' � • -. . • : , • ,•. -:
Z 2 - 1"0 VENT HOLESnnn
Q l7
0
f-
a
> -- --
w - - — -
w . - -- -
END CAP
0
w
J O � 0)
ui o TRIM LEG TO CLEARWASHED STONE HIGH CAPACITY H-20 C�� ~ 3z~ 0
OPENING ABOVE 3/4" TO 1 1/2" Q z w
w 12" ANNULAR PRO LINK ST COUPLING � >- Q _
V) z 12" X 12" TEE Q Q W m Z (n
E, U 0 J }
,L ; in(y-PRECAST (y- = W U a
0
6' DIAMETER PRECAST
U 0 N
> SOLID PIT' LENGTH VARIES
SEE SHEET 2 FOR LOCATION AND LENGHT
_ GEOGRID MUST
GEOGRID (ISI 14,000 or TENSAR 8X1100)
EXTEND 5' BEYOND
THE FOOTPRINT OF BIT. CONC. PAVEMENT AS SPECIFIED
6'0 X 4" PRECAST CONC.
BASE SLAB. THE CHAMBERS N
0
6'0 Z Q
•% - ' . COMPACTED%PAVED ENT PASE% , , N Z a z
• 3" PEASTONE - .. .. g < j Q z
> N X U) H
wEL
1. CATCH BASINS SHALL BE ACME PRECAST H2O SOLID PIT' COMPACTED FILL OR EQUAL _ 0 OO w
2. CATCH BASINS SHALL BE WET CAST 5000 PSI CONCRETE W/PIPE — _ . — _ _ F- m w
O
CONNECTION OPENINGS CAST IN AT REQUIRED LOCATIONS. MIN. 4 OZ. NON -WOVEN FILTER FABRIC
= a = N
3. NO STEPS ARE REQUIRED IN CATCH BASINS ADS NONWOVEN 6600 OR EQUAL
4. THE MINIMUM SUMP DEPTH SHALL BE 3 FEET. _Z Q
5. ALL PIPES SHALL BE SECURELY MORTERED IN PLACE _ Y w U a
6. PROVIDE PIPE TRAPS AT OUTLETS TO ALL LEACHING STRUCTURES. I I� UNDISTURBED Q 0 w Ow.. N
7. USE COMBINATION OF 600 GAL OR 1000 GAL PIT AND 4' SHIM TO UNDISTURBED I EARTH OR a U V) Q
PROVIDE MINIMUM 3' SUMP BELOW OUTLET TRAP EARTH OR I o
COMPACTED w '
COMFILL TED I p I � .
00 � I W
PILE w
CL
,p 00 I � Q
3/4" TO 1 1/2" WASHED STONE I v0 COMPACT BASE TO A MIN. OF 95 a v{._'•'
COMPACT W/VIBRATORY COMPACTOR THE MODIFIED PROCTOR DENSITY
0
4-10"
HIGH CAPACITY H-20
SECTION A - A INFILTRATOR CHAMBER (TYP.)
DRAINAGE -AND PAVING DETAILS.
1/2" = 19- o„ 99- 034
SHEET 3 OF 4
DCT JOB NO. 99-031