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TYPICAL RETAINING WALL / FOOTING MAX Wil 4'
NOT TO SCALE
+� 4" F1511ll SH CONC. SLAB (3000 PSI) ~ FINISH SLAB ELEV.
MIN e"
6 MIL. VAPOR >' >"JA MIN. (U 054- REBAR
BARRIER B" TIE INTO RETAINING
WALL REBAR
4 TO EXISTING FTG.
w/ EPDXY
NEW BLAB TO MATCH TOP OF RETAINING WALL
N AREAS WNERE THE RETAINING WALL /5 REQUIRE:
TYPICAL SLAB / FTG DETAIL
NOT TO SCALE
FOUNDATION 4 SLAB NOTES
NEW 4/- 4" SLAB / FTG WITH 3000 PSI CONCRETE w/ FIBER -MESH,
OVER CLEAN COMPACTED, NON ORGANIC FILL OR
UNDISTURBED VIRGIN SOIL. OVER 6 MIL VAPOR BARRIER
SOIL BELOW NEW CONCRETE SLAB TO BE TERMITE TREATED
FOUNDATIONS ARE DESIGNED ON THE ASSUMPTION OF A MIN.
SOIL BEARING OF 2000 POUNDS PER SQUARE FOOT
CONTRACTOR SHALL VERIFY ALL DIMENSIONS
PRIOR TO COMMENCING WORK,
GENERAL NOTES
1, CONSTRUCTION TO FOLLOW THE "FBC 201-1 RESIDENTIAL 6TH EDITION"
AS ADOPTED BY THE AREA IN WHICH THE CONSTRUCTION IS TO BE
CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS,
2. ACTUAL FINAL DIMENSIONS ARE TO BE DECIDED IN THE FIELD,..
THESE DRAWINGS CLOSELY REPRESENT THE INTENDED LOCATIONS.
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,
R D o D
a a a
TYP. NEW
CONCRETE SLAB
° TO MATCH EXISTING
EXISTING .'a ° P .'� v
COVERED PORCH SLAB ELEV.
POOL°
G o D D P
4 °
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4 4 a TYP. NEW
POOL DECK
CONCRETE SLAB
TYP, NEW a Q ° oasTiNrz a Q'°
RETAINING WALL D .'o D COVERED D
OR POOL DECK ° a p PORCH
CONCRETE SLAB
w/ FTG \� ° '
a °
a ago
v ° P TYP NEW
DRIVEWAY
SLAB
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DRIVEWAY
° SLAB
NEW RETAINING UJALLS
POOL DECK SLA5 4 DRIVEWAY EXTENSION LAYOUT
SCALE 111 = +/- 31
SCOPE OF PROJECT/PLAN:
THE PURPOSE OF THIS PLAN IS TO PROVIDE A SITE PLAN,
ENGINEERING FOR A NEW RETAINING WALL AS NECCESSARY
FOR A NEW POOL DECK CONCRETE SLAB.
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SLAB IS APPROXIMATE
EXACT LOCATION TO
BE FIELD DETERMINED
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ROADWAY
® Copyrrght. 2020
ROBERSON
DESIGN GROUP
All rights reeerved-
REVISION DATE
JOB 0 2020SW
DATE . 10/12/20
DRAWN BY SR
GHEE,
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