HomeMy WebLinkAbout1.7-7141 Ph 3CITY OF BAKERSFIELD, KERN COUNTY CALIFORNIA
SHEET
OFSAN JOAQUIN ENGINEERING, INC.Civil Engineering Land Development ServicesGRADING CONSTRUCTION PLANS
TRACT 7141 PHASE 3
N
S EJ
HIGHWAY 178
PROJECT
SITE
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REGISTEREDPROFESSIONAL ENGINEER
BRETTDAWS ON
No. 54058Exp. 12/31/23CIVILSTATEOFCALIFORNIA
REGISTEREDP R O FESSIONALE
NGINEERBRETT DAWSO
NNo. 54058
Exp. 12/31/23
CIV I LSTATEOFCALI F O RNIA 06-20-23
23-40000013
06/27/23
CITY OF BAKERSFIELD, KERN COUNTY CALIFORNIA
SHEET
OFSAN JOAQUIN ENGINEERING, INC.Civil Engineering Land Development ServicesGRADING CONSTRUCTION PLANS
TRACT 7141 PHASE 3
N
S EJ
HIGHWAY 178
PROJECT
SITE
N
REGISTEREDPROFESSIONA L ENGINEER
BRETTDAWS ON
No. 54058Exp. 12/31/23CIVILS TATEOFCALIFORNIA
REGISTEREDP R O FESSIONALE
NGINEERB RETT DAWSO
NNo. 54058
Exp. 12/31/23
CIVI LSTATEOFCALIFO RNIA 06-30-23
23-40000013
07/12/23
SHEET
OFSAN JOAQUIN ENGINEERING, INC.Civil Engineering Land Development ServicesTACHI AVENUE REGISTEREDPROFESSIONAL ENGINEER
BRETTDAWS ON
No. 54058Exp. 12/31/23CIVILSTATEOFCALIFORNIA 23-40000013
06/27/23
SHEET
OFSAN JOAQUIN ENGINEERING, INC.Civil Engineering Land Development ServicesTACHI AVENUE REGISTEREDPROFESSIONA L ENGINEER
BRETTDAWS ON
No. 54058Exp. 12/31/23CIVILS TATEOFCALIFORNIA23-40000013
07/12/23
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06/27/23
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No. 54058Exp. 12/31/23CIVILS TATEOFCALIFORNIA23-40000013
07/12/23
SHEET
OFSAN JOAQUIN ENGINEERING, INC.Civil Engineering Land Development Services“ ” “ ”
“ ”
“ ”
¾”
“”
“”
Table B: Foundation Design Criteria
FOOTING
TYPE
MINIMUM
WIDTH
(FT.)
MINIMUM DEPTH BELOW
ADJACENT SUBGRADE
(FT.)
MAXIMUM ALLOWABLE SOIL
BEARING PRESSURE
(LBS. /SQ. FT.)
CONTINUOUS 1 1 2500
ISOLATED 1 1 2500
BORE #DEPTH DESCRIPTION R-VALUE AT EQUILIBRIUM
R-1 0-5'SANDY, MEDIUM
PLASTICITY CLAY 15
R-2 0-5'SANDY, HIGH
PLASTICITY CLAY 13
R-3 0-5'SANDY, HIGH PLASTICITY
CLAY 13
CASE LATERAL EARTH PRESSURE
ACTIVE 35 P.C.F
PASSIVE 400 P.C.F
AT REST 55 P.C.F
“ ”
“ ” “ ”REGISTEREDPROFESSIONAL ENGINEER
BRETTDAWS ON
No. 54058Exp. 12/31/23CIVILSTATEOFCALIFORNIA 23-40000013
06/27/23
SHEET
OFSAN JOAQUIN ENGINEERING, INC.Civil Engineering Land Development Services“ ” “ ”
“ ”
“ ”
¾”
“”
“”
Table B: Foundation Design Criteria
FOOTING
TYPE
MINIMUM
WIDTH
(FT.)
MINIMUM DEPTH BELOW
ADJACENT SUBGRADE
(FT.)
MAXIMUM ALLOWABLE SOIL
BEARING PRESSURE
(LBS. /SQ. FT.)
CONTINUOUS 1 1 2500
ISOLATED 1 1 2500
BORE #DEPTH DESCRIPTION R-VALUE AT EQUILIBRIUM
R-1 0-5'SANDY, MEDIUM
PLASTICITY CLAY 15
R-2 0-5'SANDY, HIGH
PLASTICITY CLAY 13
R-3 0-5'SANDY, HIGH PLASTICITY
CLAY 13
CASE LATERAL EARTH PRESSURE
ACTIVE 35 P.C.F
PASSIVE 400 P.C.F
AT REST 55 P.C.F
“ ”
“ ” “ ”REGISTEREDPROFESSIONA L ENGINEER
BRETTDAWS ON
No. 54058Exp. 12/31/23CIVILS TATEOFCALIFORNIA23-40000013
07/12/23