PARADISE CT 606 60' i
121/2 76 205 1T71/2
19'
_ - - - - -- - -- -
- - - _ — —
— — — — — — — - — — — — -- — — — — — — — — - - - -- - - - -
I
i t I I I I
I I I ( I LANAI - 4" LOWER
l Y I I I I 70 5GI ft
— TOTAL SLAB
I I - - - - - I AREA
1803 5a ft
_ 1 PORCH &roe- FibwvheA get�,For
I - 4" ..Campa&j- Por
LOWER
5q ft
- - - - - - - - - - - - - - - - - --
1- - - - - - - - - - - - - - - -- -
-I I
SLAI I _
B
I I '
I
17-10 '
GARAGE I I N
(4" I
LOWER) I
i
385 eq ft
I
I
L - - - - - - I
I - - - - - -- - -- - - - - - - - -- - - - - - - - - - - - - - - - - - - - -I I-
- - - -- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ f
41'
19'
60'
UNLESS RULED OTHERWISE BY THE SOIL ENGINEER OR CONSTRUCTION
PROFESSIONAL THAT IS FAMILIAR WITH THE HISTORY OF THE SPECIFIC CONSTRUCTION
SITE, THE UNDERSIGNED ENGINEER RECOMMENDS THAT AT LEAST TWO (2) 25 ft. DEEP
SOIL BORINGS BE PERFORMED AT THE CONSTRUCTION SITE FOR THE PURPOSE
OF EVALUATING THE DEEP SOIL CONDITION AND TO INSURE THAT THE SOIL
DOES NOT CONTAIN POCKETS OF UNSUITABLE SOIL (I.E. ORGANIC SOIL,
UNCONSOLIDATED CLAY, ETC.) THAT MAY CAUSE FUTURE DETRIMENTAL
STRUCTURAL SETTLEMENT.
HOWEVER, 6 ft. DEEP SOIL BORINGS SHOULD BE PERFORMED TO ESTABLISH
THE DEPTH OF SOIL EXCAVATION AND BACKFILL. NUMBER OF BORINGS SHALL
BE RECOMMENDED BY THE SOIL ENGINEER.
IF NO DEEP SOIL BORING INVESTIGATION IS PERFORMED (I.E. 25 ft. DEEP SOIL
BORINGS) THEN THE UNDERSIGNED ENGINEER ASSUMES THE FOLLOWING:
THE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY SUBSURFACE
SOIL CONDITION REPORT, THUS, ALL FOOTINGS ARE DESIGNED AS SHALLOW
FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM BEARING PRESSURE
OF 2000 PSF. IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER
THROUGH SOIL REPORT OR SOIL REMOVAL, THEN ENGINEER OR UNDERSIGNED
SHALL BE NOTIFIED AND POSSIBLE FOOTING DESIGN REVISIONS
(I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE TO BE IMPLEMENTED
PRIOR TO COMMENCING WITH FOOTINGS WORK.
LOT. 2 0 cA
FILE NAME
A R.A ;V;
D NO NO.
DRAWN BY:
APPROVED BY: LJG f'
DATE Z/O\ I' LOU +.. f SH T N0.
I�L
SSE: AS NOTED
1.4 v of