Conceptual Site Plan

REVISIONS

ABBREVIATIONS: PROJECT DESCRIPTION:

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AC. | ACCOUSTIC DWL. DOWEL - NEW ADDITION
ADD. ADDENDUM DN. | DOWN
ABC AGGREGATE BASE D.S. | DOWNSPOUT
AIC AIR CONDITIONING DWG. DRAWING
© Ae ROVE PROJECT INFO:
132.00' / A.F.C. ABOVE FINISHED CEILING ey EACH .
s A.F.F. ABOVE FINISHED FLOOR EL. ELECTRIC
AF.G. ABOVE FINISHED GRADE EE ELECTRIC FOUNTAIN
AGS: ANCHOR BOLT ELEV. ELEVATION PROJECT ADDRESS: 870 E WILLIS ROAD
& AND EQ. = EQUAL CHANDLER, AZ 85286
3 AL. ALUMINUM EH IP. SNAUaT
3 ARCH ARGH ECT EXPAN. EXPANSION LOT:
° ASP. ASPHAULT EJ. EXPANSION JOINT
: EXIST. EXISTING AP.N.: 303-28-256
EXT. EXTERIOR a
BSMT. BASEMENT SITE ZONING: SF-33 o
a BM. —_ BEAM FT. FEET ® =
a BM. BENCHMARK FIN. FINISH OCCUPANCY: & 9
BLKG. BLOCKING FIXT. FIXTURE EXISTING REMOVED NEW Pad =
BD. | BOARD ; BUILDING AREA: RESIDENCE: EXISTING: ADDITION: TOTALS: ® w
FL. FLASHING o
B.O. BOTTOMOF FLR FLOOR - =
BLDG. BUILDING FD. FLOOR DRAIN LIVABLE: 1973S.F.  <240S.F.> 1,714S.F. 3,447S-F. S 8
FLOUR. FLOURESCENT GARAGE: 480 S.F. 0S.F. 0 S.F. 480 S.F. 8 =
EXISTING CAB'T. CABINET FTG. FOOTING COVERED PATIO: 120S.F.  <120S.F.> 845S.F. 845S-F. oS TB
STORAGE SHED |?) CLP. CAST IN PLACE FND. FOUNDATION MECH: OSE. OSE. 38S.F. 38 SF. B FD
30'x50' B. . & g
x CLG. CEILING FMC. FIRE HOSE CABINET STORAGE SHED: 1,500 S.F. OSF. OS.F. 1,500 SF. e ob
CEM. CEMENT TOTAL AREA UNDER ROOF: 6,510 SF. xs Qs
; Gl. GALVANIZED IRON LOT AREA: 39,204 S.F. = rom
CL. CENTER LINE :
GL. GLASS » ©E
CER. CERAMIN Cc
C.T. CERAMIC TILE GD. GRADE ©O
ae G. GRAM 6,510 S.F. / 39,204 S.F. = |17% LOT COVERAGE
CHAN. CHANNEL GRL. GRILLE
CLR. CLEAR GRD. GRID Cc
C.O. CLEAN OUT —
G. GROUND
CLOS. CLOSET
COL. COLUMN GYP. GYPSUM . n
: GB. GYPSUM BOARD GOVERNING CODES
CONC. CONCRETE . dp)
CONN. CONNECTION
CONST. CONSTRUCTION H.R. HAND RAIL Cc
C.J. CONTROL JOINT HDN. HARDENER
CONSTRUCTION JOINT HDW. HARDWARE 2021IRC- INTERNATIONAL RESIDENTIAL CODE O
CONT. CONTINUOUS HDWD. HARDWOOD 2020 NEC- NATIONAL ELECTRICAL CODE — s S
CONTR CONTRACTOR i NelGnT 2021IPC- INTERNATIONAL PLUMBING CODE 14) +
'G. : — SORTeN|
CTR. COUNTER HP. HIGH POINT 2021 IMC- INTERNATIONAL MECHANICAL CODE — [q) a
; CTSK. COUNTERSINK H.M. | HOLLOW METAL 2021 IFGC - INTERNATIONAL FUEL GAS CODE Cc ®O 2b
8 C-M.U. CONCRETE MASONRY UNIT OR OL eB 2021 IFC- INTERNATIONAL FIRE CODE @ — 3°
& DP. DAMP PROOFING HW. HOT WATER 2021 - CLIMATE AND GEOGRAPHIC DESIGN CRITERIA C ) sec
a 2021 IECC - INTERNATIONAL ENERGY CONSERVATION CODE “O SOx
DB. — DECICEL 32%
DIAG. DIAGONAL IN. INCH 2021 IEBC - INTERNATIONAL EXISTING BUILDING CODE — sro
DIA. DIAMETER LD. INSIDE DIAMETER —) S&§
@ DIM. DIMENSION INSUL. INSULATION , WO
© DISP. DISPENSER INT. INTERIOR ® Lo §
\ Yj @® INV. INVERT (Y # 24 ©
< / o
pRoposen 4 _/_ _ _| .
—T 7 an JAN. JANITOR R._RADIUS INDEX OF DRAWINGS: 256
“@) y JT. JOINT REG. REGISTER
JST. JOIST REQ'D. REQUIRED
REV. REVISION
r}+-@ LAM. LAMINATED RD. ROOF DRAIN A0.0 SITE PLAN
©) te TANDING RM. | ROOM At.0 GENERAL NOTES
O- | LAV. LAVATORY RD ROUND A2.0 FOUNDATION PLAN
| @— LG. LENGTH ;
aT LOC. LOCATION |
Wi Uj aa Ur. ligut SCJ STUCCO CONTROL JOINT A3.0 AS-BUILT FLOOR PLAN, DEMOLITION FLOOR PLAN
| PROPOSED L.W.C. LIEGHT WEIGHT CONCRETE SCR. SCREW 34 FLOOR PLAN
om scoveneopene ADDITION: LVR. LOUVER SECT. SECTION
/ @ YH © ares SHEE A4.0 EXTERIOR ELEVATIONS
@Q 4 M.O. | MASONRY OPENING She Sine
MAT'L. MATERIAL SIM. SIMILAR A5.0 ROOF FRAMING PLAN
MFR. | MANUFACTURER SLDG. SLIDING
. MAX. | MAXIMUM SM SMOOTH A6.0 ROOF PLAN
MCJ. MASONRY CONTROL JOINT SBE SpECIFICATION
\ EXISTING RESIDENCE MECH. MECHANICAL ; A7.0 BUILDING SECTIONS
@-@ MET. METAL SPL. SPLASH
M.L.  METALLATH aon Sr AKARD D1.0 FOUNDATION DETAILS
1 MIN MINIMUM ST. STL. STAINLESS STEEL D2.0 FRAMING DETAILS
1 MLDG. MOULDING STRUC. STRUCTURE
TT TTT TT 7 TT TT 1 ; SUSP. SUSPENDED E1.0 ELECTRICAL PLAN
“@ MULL. MULLION SW. BD. SWITCHBOARD
M1.0 MECHANICAL PLAN
N.G. | NATURAL GRADE TC. TOP OF CURB —
NOM. NOMINAL c.
| N.C. NOT IN CONTRACT re toPOr GLASS
S No. ‘S. NUMBER T.S.D. TOP OF DTEEL DECK -—
° , TYP. TYPICAL
OBS. OBSERVE
V. VENT —
Ops ORENING CERT. VERTICAL
[J -- +» -- ce eee ver VaR on CONSULTANTS: e
132.00" O.D. OUTSIDE DIAMETER VEST. VESTIBULE . Q ©
a O.F.S. OVERFLOW SCUPPER op VINNEGUS OLAY PIPE IN
EXISTING CANAL EXISTING CANAL O.F.D. OVERFLOW DRAIN O oO
8 PTD PAINTED W.W.M. WELDED WIRE MESH OWNER: GREG AND JULIA JONES Q) of N
° PG. -—~PAGE W.C. | WATER CLOSET 870 E WILLIS RD Oe
PR. PAIR W.H. WATER HEATER CHANDLER, AZ 85286 —
; W.F. WIDE FLANGE . — >
PNL. PANEL wi WITH 7 oY
PTN. — PARTITION WO WITHOUT DESIGNER: RESIDENTIAL CREATIONS, INC. =u
77 77 77 77 7s 77 77 77 7-7 d PENNY WD woop 19365 E RITTENHOUSE RD #81 = _]
PL PLATE WDW. WINDOW QUEEN CREEK, AZ 85142
EAST WILLIS ROAD ra, Hite a taea was inex ensue w
PT. POINT STRUCTURAL ENGINEER: JUSREI STRUCTURAL o) me
P.S.l. POUNDS PER SQUARE INCH 8505 W BUCKHORN TRAIL MN
P.S.F. POUNDS PER SQUARE FOOT PEORIA, AZ 85383 co L
P.C. PRECAST EDLYSCAS 602-515-9218 oO
P.L. | PROPERTY LINE
SCALE: 1"=10'-0" . 7
SITE PLAN KEY NOTES VINNY MABE
. INDICATES DETAIL INDICATES SECTION
wae NUMBER A NUMBER ‘e)
1. EXISTING RESIDENCE S A Ni E PECOS ROAD
~ INDICATES DETAIL INDICATES SECTION a )
2. EXISTING 200 AMP ELEC. SERVICE TO BE UPGRADED TO 400 AMP SHEET SHEET
SERVICE - SEE ELEC. INDICATES WINDOW NUMBER
3. EXISTING 6' HIGH MAS. WALL ©: INDICATES INTERIOR ELEVATION 9
fo}
4. EXISTING MAS. WALL TO BE REMOVED @1-— InoIcares DOOR NUMBER SITE &
lu
5. EXISTING SEPTIC TANK AND SEWER LINE TO BE REMOVED - ; wi
UNDER SEPERATE PERMIT Ww INDICATES ROOM NAME INDICATES KEY NOTE 202 LOOP 3
=
6. 2 no
Ww
7. NEW 2-WAY CLEANOUT z E. WILLIS ROAD Po
i?
8. EXISTING POOL 6
9. < 202 LOOP ARCHITECTURAL
10. SITE PLAN
11. CONDENSING UNIT
GERMANN ROAD .
42. CONC. STOOP DATE PLOTTED: 9/11/25
43. NEW 4" SEWER LINE Ee
Date 5/15/2025

14. EXISITNG GATE TO REMAIN
15. EXISTING SEWER LINE Scale 4"=20'-0"

16. EXISTING DRIVEWAY CLIMATE AND GEOGRAPHIC DESIGN CRITERIA - TABLE R301.2 (1) AMENDED

Drawn

17. LINE OF NEW COVERED PATIO ROOF SNOW | WIND SEISMIC DESIGN | SUBJECT TO DAMAGE FROM WINTER DESIGN | FLOOD MAC.
LOAD CATEGORY fg TEMP f HAZARDS h
18. PROPOSED ADDITION Job 2024-16
SPEED g (MPH) WEATHERING a | FROST LINE TERMITE c | DECAY d
19. RELOCATE EXISTING CONDENSING UNIT DEPTH b Sheet
20. NEW CONDENSING UNIT LOCATION oO 90 Cc NEGLIGIBLE FINAL GRADE | MODERATE | NONE TO | 34 DEGREES
21. EXISTING STORAGE SHED EXPOSURE C TO HEAVY SLIGHT
.

22. NEW SEPTIC TANK AND FIELD LOCATION