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NOTE IN A2EAE WHE2E LEAC«11NG 5Y67EMS AL°E TO PSE SUOSOIL 02
SOILS WITH A PEI2 ,0',ATION RATE LE`35 THAN THF DESIGN 124; E SHA:... !}c' EXCAVATED
A MINI MUM D15"A 4 OF IO' �:EYONp THE LEA,_=PING AQEA IN EVERY D QECTION.
BACKFILL SHA' -L CONSIST OF CLEAN SAND HA`'IN& AH IN-P,.ACE PE2C,DLAT ION RATE
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(s"1✓1IN. COMPAcrE.D
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CATCH bA SIf N
NOT TO SCALE
x.12 SQ.IN WIRE
0 P - E N
# 5 BARS /
PLAN OF TOP SLAB
AFCAT .# LF- 248-2 (3 FLANGE)
C. 1. FRAME & GRATE BY E.L.LeBARON
FOUNDRY CO., OR APPROVED EQUAL
FIN. GRADE
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NOF 'O SCALE
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ACCO,eDAIVCE 9'17 -Al MASS. D. P W.
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C20.0 5EC7I0N
rDETA(L- 5MEPGENCY ACCE55
— FHAML Stl IN FULL
MORTAR BED -ADJUST
TO GRADE W./
MORTARED BRICK
MORTAR ALL JOINTS
NON -SHRINK
GROUT
PIPE O.D.+2"
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NOTES:
1 CONFORMS TO ASTM SPEC.# C 478-72
2. CONCRETE - 4000 PSI MIN.
3. REINF STEEL CONFORMS TO LATEST
ASTM SPEC. A185 -0.12 SQ. IN. / LIN. FT.
4 TOP SLAB REINFORCED TO MEET
6 - MIN OR EXCEED H-20 LOADING
(�6"GRAVEL OR
WASHED STONE
DOUBLE GRATE PRECAST CATCH BASIN
NOT TO SCALE
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PLAN 2" X 2 `C3' STAKES
2 PER HAYBALE
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HAYBALES TO BE STAKED
4 TO6'ALONG LIMIT OF CONSTRUCTION
AS INDICATED ON PLANS..
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SECTION
HAYBALE DETA4L
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Architectural Design
Incorporated
44 Route 28, Box 186
C) -leans. MA 02653
BRACKEN, SESSOMS
AND ASSOCIATES
PLYMOUTH, MASS.
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N.TS.
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FINAL DRAWINGS �---
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SN0'J1 X52 /
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Architectural Design
Incorporated
44 Route 28, Box 186
C) -leans. MA 02653
BRACKEN, SESSOMS
AND ASSOCIATES
PLYMOUTH, MASS.
Hto' �iNSC J!n_n
�N rf
�o ,
Jc 1
rr A 9 Ni.22315
F
' ESslovnL c�� :�^•
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DE TA IL SHEET
�ITUNi'NCUS CO�IC2EiEiEf'�'� DEi"AIL
NOT TO 5CAL6 LUaw JUNE 14,
N.TS.
I)f,,hn DFB.-/R.G_B.
SNOW l
C6
FINAL DRAWINGS �---