HomeMy WebLinkAbout23 Hillsea Road - BLD-97-271 - Detail Sheet 4-24-97 (Water Damaged),
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�1„., .�iI�D4 0 FECTIVE DEPTH 24 Y_>1 7 bottcrn �-i.J. CADILLAC TO STAKLL'gasi`fPs°iI i�._`` 5;17INVERT 24.55 INVERT 24.41 baffle c_=_T-� � L MATERIAL TO BE CL”. "I
,- ,� ry SAND MEETING, SPECIFIC'^._I, _ . °.>
INVERT 124. ;;�; I11 �:_' 1 .' 1
}} -- �,.._. 15.255(3).
-ON--6 Sone (3100 1' 1% PERCHED %'17ERTABLE = 14.2-
native soil ALL CONSTRUCTION�.� r 1 '
T0'"., -.
SANITARY CODE AIND ; r '
--� *„ - " - - BJOARD OF HEALTH REGULA
- - ;=
10 6 7 SEE BELOW
IF UNSUITABLE SOILS, OR
TEST HOLE 1A TEST HOLE 2A r LEACHING 1BELK1 U_ FERING FROM THE SOIL LOG ARE
` "f'4�CONTACT THE BOARD OF HEALTH .''!�DEPTH ELEV.DEPTH ELEV. SOIL LOG 1 (T- 1 J)- ` TH � 4--25, X 2, X 2, DEEP R. J. CADILLAC.
4201
72"
A layer—silty
clay loam
I.5yr 3/1
B layer—silt
loam
7.5yr 5/4
clay loam
5bg 7/1
Z%�erced
water
`�✓�rrrrr��1 e
watof
12 layer—vied
I to fine sand
1U.L
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17.7
13"
16.7
?4
14.2
9.2
14'
C2 lays ilty
clay I-�:am
c D 5/1 1
19.7 TEST DATE:
DEC.' 22 1,,,x,1.
��MES JC'DiCE minimum 3000 psi
PERFORMED BY: J
WALL DETAIL concrete
#4 rebars @ NOTE: IT IS ;--ECOM-
18,g WITNESSED BY: B. MURF'IIY & A. VON HONE .
TOP CONC. WALL EL. 24.3 12 o.c. MENDED THAT A 6"
PERC RATE: 2 tvIIH- j Int #4 rebars 5 DEEP DECCP'A,TIVE
WATER TABLE: EL 11.00 ['i �' Ian PROPOSED GRADE=25.2 18" o.c. vertical STONE CR P� ,A�SCNRY
10 & horizontal CAP BE PLACED ON
1 _� F OUTS!DE FACE OF RE- % 3"*_1' FF'� TCP CF ' . `! L SHOW'' -1,
L LUQ' i„ �. T�- �z1 TAIN►NG WALL TO HAVE
rL.13G ri! T
• �a- DItjEP1-IONS AS SHO.11 ON P, outside SIMILAR FACING.
PLAN VIEW, FACE WALL IS inside 3 * CONCRETE WALL
TEST D/� : , , " ,''95 t'-9" Ci(F f'f OI�ER7'f LI+.E. .r HEIGHT MAY r1oT BE
PERFCIi�L'eD BY: f` 'it_1 ,1C, SOIL EVALUATOR � 3romin DECREASED, BUT MAY.
APPLY ASPHALT MASTIC do 0.060 GAUGE •{12„I 18"� eE INCREASED IF
r 1= (1 i3 �`: r '' !I i OHO, RS POLY FILM LINER 70 INSIDE OF WALL 1-
WITI II"`-, , 3 *� CAP IS LESS THAN
c ,I, 12„ "« el. 18.6 6” DEEP.
7 PEPS, F ;{TE: I., r
L;;30 f
ENGINEERS STAMP
WATER +Ait r !: > I FOR WALL DETAIL ONLY. 4--#4 rebars 3„* 3"* all lap splices �rx"�� pFzc�
11" o.c.a minimum of -
40” 22" IOng �' T. VAP,NU"�i y
DESIGN D A +A LGR
1/4 rebars 0 > PH MECHP.ANICAL A
" o MECHANICAL ='
" + 3 min. No. �rFQ
o.c. cow -r of steel
, lU�"'SER OF BI__DP,- ��� �'• � .� ��F���ST�a
QST HOLE
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ISTcL�.
i. �ARPAGE GRINDEf;:
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F,,EQU FED CAPACIT'i:
•10 C (110/BEDRM)
.DETAIL SHEET
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2f,.E�1
l
c'-PTiC TANK SIZE:
1500 t�."`.l_LON
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