HomeMy WebLinkAbout83- 832 Construction Detailsr PANED AREA
LAWN
AREA"
` LOAM 8 24 SQUARE HEAVY DUTY (H-20) FRAME a d
SEED •. s, a .•-
COVER b E,L, LOBARON (See Details 8 Specs) x a.a -yl� a „. ,. ,•,
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` APPROVED EQUAL " 'ii' -a''
PAVING ... ...,
FRAME 8 COVER TO BROUGHT TO GRADE �` I ,'
POLY or EIQUAL CLEAN WITH BRICK OR MASONARY BLOCK 8 MORTOR . "'"' "" ^"-- - ^-* _Y I_.
BACKFILLy7 14" ICK LA1ER 1/8
s, -- 3/8" WASHED STONE
' 20"Uj
MI "COrNECTING PIPE' -
12" Numinum Pipe -- — -- CLE
I I I 1, Top Slob H-20 Loading, 6' Dia.,
„ I „ 8" Thick, Top Opening
7 2 I� 7" ❑ 24"
2. Grade 24" Or 3i0" openg ning
WASHED STONE REDUCER OPTION 3. Top Slab H-20 Loading, 5' Dia,
4. Riser Section 5' D'a.,
5. Reducer 6' To 5' X
I 6. Transition Slob 6'X4' X 17"High
7. Riser Section 6'Dla, I* To 6'
4$ ''! n, .: '! 8. Joint ❑ Butyl Joint Sealant
61
2,-0„ 2 -O
" ' 9. Pipe Connection [] Mortar
3„ 5�3" MIN. e
MIN. _6 — -----
10. Monolithic Base From 2' To 6'
EFFECTIVE DIAMETER
• " e ,. `` II. Steps Optional
LEACHING BASIN
;7 ��72" 7r�
DETAIL '
(H-20)
i
MANHOLE 'MFG. IN
' ACCORDANCE WITH
I o •. •.•. A.S.-m.-C-478
7
MANHOLE DETAIL
, B/TUN/l/D US
Q
Cd,UC,e67E ,eOAD!✓AY
24'-0„ /" CNAF/FE2
, �
4-0 I-0 BERM I-0�� BERM 4-0
SHOULDE 11'-0" LANE 11'-0" LANESNOULDE
•e•
5 aVw
;..
N 3" BITUMINOUS
f
t (M4X-/CONCRETE
4"t 1/4„PER a -O” 1/4" PER I'-0 t
e
4 " 3/¢ P2oCnJJEO CPOrEt jUB °BwsE (COMPO'; ED)
HARDIENING w% K(MIM SCOpe iMgX �" G e
r
DENSE GRADED STONE J
or 12 in. GRAVEL
11ANE IJ -O" BER
f — TYPICAL CONCRETE
! I„COMPACTED FINISHED COURSE
2"COMPACTED BINDER COURSE CURB 8f SIDEWALK
IF
DETAIL
6"(MIN.) THICK HARDENING
w/4" (MIN.) DENSE
GRADED STONE or 12
11
a GRAVEL
Ori 6QIJARE hjFAV U eB ti -20)
-I nAM R bFFD (Cat. Na ?4-1) or APPROVED GOAL.
.1 MIN
BERM t
+ SLOPE
FRAME 8 GRATE TO BE BROUGHT TO GRADE
Gh -CLEAN , w/BRICK OR MASONARY BLOCK 8 MORTOR
RACK FILL _-
°CONNECTING PIPE' -ALUMINUM
$ee;Plan for Required
20"MIN. Pipe Dia.
CL EA CAST IRON HOOD
STANDARD COVER " m
{
0'-I°
1 L1/2"
A A
2Ck
J3- 5'-6”
MDC—TYPE HOODED
CATCH BASIN
DETAIL
(H-20)
SECTION "A -A"
TYPE -A FRAME
MAT'L: CAST IRON
MIN. WT.=265 lbs.
MANHOLE FRAME AND COVER
DETAI L
"
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4"TN.FU DUT i
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R
h
)jw& 17= 6TALL9 FOR P410 - I1TA.dwe
—�� N1ellolCAPPED T
HANDICAPPED
PARKING & CURB CUT
50' MINIMUM UNDISTURBED PARKING AREA
STREET
BUFFER
SECTION "A—At.
Z
a I
P J
w I GUAP'D PAIL
DETAIL
_G" CO.UC. CU2B
Fo,e BU/4D/N4 PE.P/`fIT 9-22-87
CONSTRUCTION DETAILS
THIRWOOD PLAC E
YARMOUTH9 MASSACHUSETTS
DEVELOPER
FLAX POND NOMINEE TRUST
DESIGNED BY. DRAWN nBYCHECKED BY
RMP JRP/RMP'
SCALE: None DATE: Sept.! 1, 1987
SCHOFIELD BROTHERS, INC. SHEET
REGISTERED ENGINEERS &
LAND SURVEYORS 4
P.O. BOX 101 -ORLEANS, MASS. 02653 OF
/`•�T'."t TELEPHONE (617) 255-2098 5
3
A
ro
RETAINING WALL
OVERFLOW CHANNEL EL.=21,0 BW EL=26.0- �
0
MAX. WATER LINE EL.=21.f
FINISHED GRADE
w
-----� -- --
-III II I D"
I E
S EC T I OU SIB—B°
i
015 ow l
J� `'
,
DENSELY. COMPACTED BACKFILL
FINE GRANULAR MAT'L
I
3" MIN.
;
DETAIL
_G" CO.UC. CU2B
Fo,e BU/4D/N4 PE.P/`fIT 9-22-87
CONSTRUCTION DETAILS
THIRWOOD PLAC E
YARMOUTH9 MASSACHUSETTS
DEVELOPER
FLAX POND NOMINEE TRUST
DESIGNED BY. DRAWN nBYCHECKED BY
RMP JRP/RMP'
SCALE: None DATE: Sept.! 1, 1987
SCHOFIELD BROTHERS, INC. SHEET
REGISTERED ENGINEERS &
LAND SURVEYORS 4
P.O. BOX 101 -ORLEANS, MASS. 02653 OF
/`•�T'."t TELEPHONE (617) 255-2098 5