P.L.
5'-0"
7'-0"
BRADFORD ST
35'-0"
24'-5"
21'-6"
29'-10"
17'-10"
6'-9"
9'-8"
2'-11"
26'-4"
23'-9"
24'-8"
45'-11"
29'-3"
6'-0"
W 3'0"X H3'0" W 3'0"X H2'0"
W 3'0"X H5'0" W 3'0"X H5'0"
EX FRONT TWO UNITS#1571 #1573 TOBE REMAINEX FRONT
UNIT#1583 TO
BE REMAIN
RFG
CLOSET
W 3'0"X H5'0"
TV
10'-0"5'-6"12'-6"
30'-0"
9'-6"
1'-9"
1'-9"
9'-6"
25'-0"
12'-6" 16'-0"
4'-0"
CLOSET
W 3'0"X H3'0" W 3'0"X H2'0"
W 3'0"X H5'0" W 3'0"X H5'0"
RFG
CLOSET
W 1'6"X H5'0"
W 3'0"X H5'0"
TV
10'-0" 5'-6" 12'-6"
30'-0"
9'-6"
1'-9"
1'-9"
9'-6"
25'-0"
12'-6"16'-0"
30'-0"
4'-0"
CLOSET
W/D
W/D
W 3'0"X H5'0"
W 3'0"X H5'0"
W 1'6"X H5'0"
W 1'6"X H5'0"
W 1'6"X H5'0"
W 1'6"X H5'0"
W 1'6"X H5'0"
W 1'6"X H5'0"
W 1'6"X H5'0"
8'-6"
PARKING SPACE PARKING SPACE
EX PUBLIC LAWN
EX PUBLIC WALK WAY
EX PUBLIC LAWN
EX PUBLIC WALK WAY
EX CONCRETE AREA
EX CONCRETE AREA
ELECTRICAL POLE LOCATION
1783 S.F(4 BEDROOMS AND 2 BATHS)
840 S.F(2 BEDROOMS AND
1 BATH)
ALLEY
6'-0" 4'-0"
12'-2"
11'-1"
3'-0" 8'-6"8'-6"8'-2"
8'-6"
3'-0"
8'-6"8'-6"
18'-0"
CONCRETE WALK- WAY
CONNECT TO EXISTING MAIN SEWER
LINE,SIZE 3" ABS PIPE
EX WATER METERNEW WATER METER
NEW WATER LINE TO ADU
NEW WATER LINE TO ADU
SEWER LINE
CONNECT TO EXISTING MAIN SEWER
LINE,SIZE 3" ABS PIPE
ELE PANEL 200 AMPS
ELE PANEL 200 AMPS
#1567#1569
SITE PLAN
DATE
SCALE
DRAWING TITLE
PROJECT ADDRESS
REVISIONS
DATE No.
DRAWN BY
CHECKED BY
A1
1567,1569 BRADFORD ST,
POMONA, CA 91767
NEW ACCESSORY DWELLING UNIT
1567,1569 BRADFORD ST, POMONA, CA 91767
1/8 " = 1'-0"
SITE PLAN
N
SCOPE OF WORK
PROJECT INFORMATION:
PROJECT ADDRESS: 1571 BRADFORD ST, POMONA, CA 91767
Assessor's Id. Number: 8339-019-003
OCCUPANCY GROUP: R-3/U
TYPE OF CONST: V-B(EX UNITS NON SPRINKLER)
AREA OF LOT: 11910 S.F.
(E)FRONT UNITS#1571,#1573: 1783 S.F.(4 BEDROOMS ,2 BATHS) (E) GARAGE : 1144 S.F TO BE DEMO
F.A.R : 4123 S.F/11910 S.F.= 34.6%
LOT COVERAGE: 4123 S.F/11910 S.F=34.6%
OWNER INFORMATION:
OWNER NAME: JEFF ZHANG
PHONE NUMBER: 626-379-2307
ENGINEER INFORMATION:
PHONE NUMBER: 626-379-2307
EMAIL: [email protected]
VICINITY MAP ASSESSOR MAP
A1-SITE PLAN
A2-FLOOR PLAN AND ROOF PLAN
NEW WALL
EX WALL
PROJECT DATA
INDEX SHEET
CONSULTANT
1.DEMO EX GARAGE(1144 S.F)
NEW ACCESSORY
DWELLING UNIT
S3-STRUCTURE PLAN
S4-STRUCTURE DETAILS
S5-STRUCTURE DETAILS
ENERGY T-24 SHEET 1
ENERGY T-24 SHEET 2
(PROPOSED)HOUSE LIVING AREA : 1783 S.F+840 S.F+1500 S.F=4123 S.F 2019 CALIFORNIA BUILDING CODE
2019 CALIFORNIA RESIDENTIAL CODE
2019 CALIFORNIA ELECTRICAL CODE
2019 CALIFORNIA MECHANICAL CODE
2019 CALIFORNIA PLUMBING CODE
2019 CALIFORNIA FIRE CODE
2019 CALIFORNIA ENERGY CODE
2019 CALGREEN CO
CITY OF POMONA, MUNICIPAL CODE
ADDRESS: 1571 BRADFORD ST, POMONA, CA 91761
(ADD) TWO NEW DETACHED ADU :TOTAL 1500 S.F
ENGINEER NAME: JEFF ZHANG
(E)FRONT UNIT #1583 : 840 S.F(2 BEDROOMS AND ONE BATH)
EACH 750 S.F(2 BEDROOMS AND ONE BATH)
2.ADD TWO DETTACHED ADU, EACH 750 S.F WITH 2 BEDROOMS AND ONE BATH
DEMO WALL
A3-ELEVATION AND SECTION
S1-STRUCTURE NOTES
S2-STRUCTURE NOTES
ENERGY T-24 SHEET 3
a.: IT IS THE OWNER'S AND THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ALL
DAMAGE TOTHE EXISTING PUBLIC IMPROVEMENTS DUE TO THE
PROPOSEDCONSTRUCTION ACTIVITIES AND TOADDRESS ALL REPAIRS REQUESTED BY
THE PUBLIC WORKS INSPECTOR BASED ON THE INSPECTOR'SREVIEW OF THE CURRENT CONDITION OF THE SAID PUBLIC IMPROVEMENTS.
b: UNDERGROUNDING OF ALL EXISTING AND PROPOSED UTILITY LINES ISREQUIRED AS PERCITY OF POMONA MUNICIPAL CODE SECTION62-31(B)(1).
c: THE PARKWAY LANDSCAPING SHALL BE MAINTAINED BY THE PROPERTYOWNER PERCITY OF POMONAMUNICIPAL CODE SECTION 46-496.
d: THE PROPERTY ABUTTING SIDEWALK, PARKWAY AND ALLEY, ASAPPLICABLE, SHALL
BE MAINTAINED FREE OF WEEDS, RUBBISH AND REFUSEBY THE PROPERTY OWNER,AS REQUIRED BY THECITY'S MUNICIPAL CODE SECTION 18-261.
NOTE:APPLICATIONS FOR WHICH NO PERMIT IS ISSUED WITHIN 180 DAYS FOLLOWINGTHE DATE OF APPLICATION SHALL AUTOMATICALLY EXPIRE. (R105.3.2 CRC)
EVERY PERMIT ISSUED SHALL BECOME INVALID UNLESS WORK AUTHORIZED IS COMMENCED WITHIN 180
DAYS AFTER ITS ISSUANCE OR IF THE WORK AUTHORIZED IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS. A SUCCESSFUL INSPECTION MUST BE OBTAINED WITHIN 180 DAYS.
THE LOAD RESISTANCE OF GLASS UNDER UNIFORM LOAD SHALL BE DETERMINED IN ACCORDANCE WITHASTM E1300.
ATTACHMENT No. 4