BWFE2022-0542 PlanBuilders of Exceptional Outdoor Living40'
20'
3'-6" WD
5'-6" WD
3'-6" WD
12" WD BENCHPB PB
+6"
+12"
+18"
+24"
+6"
+12"
+18"
+24"
0"
0"
+24"+24"+24"+24"
+24"
+24"
J
a
G
160'-8"
10'-11"
28'-5"
180'
196'-5"
PL
PL
PB
PB
PB
10'-2"
54'-8"
53'-9"
15'-5"
+15"
PBPB
PB
PB
PB
PB
PB
+24"+24"+24"GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGA
S
GASGASGASGASGASGASGASGASGASGASGASGASGAS
GASGAS+38"
+42"
+38"
14'-10"
30'-2"
18'-5"
FL
FL
A
GAS GAS
GAS
GAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS
GAS GASGASGASGASGASGASG
A
S
GAS
J
T
A
4'-0" WD5'-0" WD6'-0" WD
BENCH
18'-2"
G
30'16'
FL FL
20'
27'-4"A
*TEE CENTERED
BETWEEN SKIMMERS
*BOTH MAIN DRAIN
AND SKIMMERS VGB
COMPLIANT
*MAIN DRAIN TO
EQUIPMENT
GUNITE 40'-0"20'-0"
692 SQ.FT.
129 LN.FT.
760 SQ.FT. / 158 LN.FT.
3'-6"5'-6"
8'-0"8'-0"64 32
SEE NOTES
(6) AT RANDOM HEIGHTS
(1) JANDY HYDROCOOL LED COLOR
60" BOBCAT
STREET
460 SQ.FT.
JANDY 2.7 HP VSP
JANDY JXi 400,000 BTU
JANDY iQ 904 P/S
JANDY AQUA PURE
(2) FRONT LOADS
MP PRODUCTS AUTOFILL
F.M.
2 1/2" SUCTION & 2 1/2" RETURN
TILE LIP 36"
BY OTHERS
(5) JANDY HYDROCOOL LED COLOR
YES
SEE SUPER
P.I.P. CONCRETE
PER PLAN
+24"
TILE LIP
PER PLAN
12"
PER PLAN
(5) JANDY HYDROCOOL LED COLOR
YES
-
PER PLAN
P.I.P. CONCRETE
+24"
(1) JANDY HYDROCOOL LED COLOR
YES
YES
TILE
BY OTHERS
YES
R.B.B., RAISED PLANTER BED
CONCRETE
(1) JANDY HYDROCOOL LED COLOR
12"38822 EL DESIERTO RD. PALM DESERT CA 92211PH: (760) 340-9000 FAX: (760) 398-9255CA LICENSE No. 656128SPECIFICATIONS
A CUSTOM PROJECT FOR:
REVISIONS DATE:
123456
SELECTIONS
CONSTRUCTION AUTHORIZATION
decking
excavation / steel
spa specifications
plumbing
gunite
owner responsibilities
masonry
pebble / plaster
fencing
MISCELLANEOUS
NAME
COMMUNITY
JOB ADDRESS CITY
HOMEOWNER MOBILE
PROJECT MANAGER MOBILE
DATE DESIGNED BY PROJECT MGR.CHECKED BYSCALE
MB #
18"=1'
PLANTER BOX
POTS/BOWLS
PEBB/PLAS
BOULDERS
DRAINAGE NOTE:
DIG
PRE-GUNITE
UNDERGROUND
MASONRY
DECK
PRE-PEBBLE
SALES FIELD
SIGNATURE(S)DATE
(1) DETERMINE THE APPROXIMATE ELEVATION OF POOL OR SPA AT LAYOUT ON DAY OF EXCAVATION.
(2) TAKE NOTICE THAT POOL AND EQUIPMENT LOCATIONS ARE SUBJECT TO ACCEPTANCE OF
LOCAL BUILDING DEPARTMENT AT THE TIME OF ISSUANCE OF PERMIT.
(3) WET DOWN CONCRETE SHELL AT LEAST TWICE DAILY FOR SEVEN DAYS AFTER SHELL IS INSTALLED.
(4) AGREE THAT TESERRA IS NOT RESPONSIBLE FOR UNDERGROUND CONDITIONS OR OBJECTS,
AND ANY DAMAGE TO CURBS, SIDEWALKS, DRIVEWAYS, LAWNS, OR OTHER ITEMS IN THE ACCESS AREA.
(5) SEE THAT ALL FENCING, GATES, AND GARAGE DOORS MEET LOCAL CODES FOR A POOL ENCLOSURE
PRIOR TO PREPLASTER INSPECTION.
(6) FILL POOL IMMEDIATELY AFTER PLASTER. ( FOLLOW INSTRUCTIONS -- DO NOT USE RUBBER HOSE )
(7) TAKE NOTICE THAT THIS DRAWING IS THE SOLE PROPERTY OF TESERRA AND THAT ANY USE WITHOUT
WRITTEN PERMISSION OF TESERRA IS PROHIBITED BY LAW.
OWNER APPROVES PLAN, POOL, AND EQUIPMENT LOCATIONS AND HAS READ THE RESPONSIBILITIES AND NOTICES ABOVE.
OWNER TO:
SIZE
SURFACE AREA OF POOL ONLY
PERIMETER DEPTHS MIN.MAX
X
SIZE X SQ. FT.
SPA DAM WALL WIDTH
NO. OF JETS
LIGHT
RAISED SPA AT
SPILLWAY TYPE
SPECIAL NOTES
GLASS TILE
WATERLINE
R.B.B. TILE
TYPE
ACCESS FROM
ELEVATION
DEEP END RAMP
LOVE SEAT
CONCRETE REMOVAL
SOD REMOVAL
TREE REMOVAL BY
LOADS
LOADS
IRRIGATION REMOVAL BY
IRRIGATION REPAIR
FT.
TAN SHELF DEPTH
ROCK POCKETS
CENTERS
FILTER SIZE
POOL PUMP
BOOSTER PUMP
ADDL PUMP
ADDL PUMP
HEATER
CONTROL SYSTEM
CHLORINATOR
WIRELESS CONTROL
SKIMMER TYPE
FILL LINE
GAS LINE STUBS
W.F. ATTACHED TO POOL
OTHER W.F.
LIGHTS IN POOL
STUB SET EQUIPMENT
DEEP END RAMP
EXTEND 2nd STEP
LOVESEAT
COPING
R.B.B. - SEE STEEL
REMOVE & REHANG
GATE REVERSAL
GATE
HEIGHT
FENCE TYPE
DEEP HEAT RETURNS
ECLIPSE DRAINS
EYE BALL FITTINGS
LIGHTS SPA
LIGHTS POOL
SEAT WALLS
EQUIP. WALLS
RETAINING WALLS
PLANTER WALL
PROP. EXT. WALLS
STEPS
SPILLWAY TYPE SIZE
R.B.B. FACING
COPING TYPE
MOW STRIP
BANDS
SAND AND VISQUEEN
TILE BASE
STEP FACE
STEPS
SLEEVES
DRAINS
DOUBLE CANTILEVER
CANTILEVER
EXPANSION JOINTS
FINISH
SQ. FT.
TILE
SIZE
SIZE
SIZE
SIZE
SIZE
EST. START
EST. COMPLETION
30" R.B.B.
Drainage and irrigation for planters and pots, by others,
unless otherwise noted.
LN. FT.
POOL HEATERS / PUMP EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S
RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS
ALL DECKING EXPANSION JOINTS FOR REPRESENTATION ONLY,
FIELD LAYOUT WILL VARY
EXIT ALARMS TO BE INSTALLED ON ALL DOORS WITH DIRECT ACCESS
TO THE POOL
INSTALLATION OF POOL SYSTEMS AND EQUIPMENT WILL COMPLY WITH
SECTION 114 - MANDATORY REQUIREMENTS
* NO EXISTING LANDSCAPE LIGHTING IN REAR YARD
* NO EXISTING OVERHEAD UTILITY LINES IN REAR YARD
78
POOL & SPA COMBINED
* PATIO FURNITURE FOR ILLUSTRATION PURPOSES ONLY
FT.24" R.B.B.
FT.18" R.B.B.
FT.12" R.B.B.
FT.6" R.B.B.
PLUMBING SIZE
PROJECT MANAGER EMAIL
TRIM TILE
EQUIPOTENTIAL BONDING GRID
WELDED WIRE MESH
REBAR
BARBECUE COUNTERTOP
BARBECUE
SAND SET PAVERS
STUCCO
PAINT
Q360 INFLOOR
MISTING SYSTEM
TRELLIS
LIGHTS IN SPA
LIGHTS IN W.F.
DEEP HEAT PACKAGE
Q360 INFLOOR
MISC.
BBQ
CONCRETE
HOMEOWNER EMAIL
FIREPIT
ANTI VORTEX
ECLIPSE DRAINS
ANTI VORTEX
CUSTOMER NUMBER:
DBX #
07.11.22
2019 california building code ( BASED ON 2018 IBC )
2019 california mechanical code ( BASED ON 2018 UMC )
2019 california electrical code ( BASED ON 2017 NEC )
2019 california energy green code
electrical:
EQUIPOTENTIAL BONDING REQUIREMENTS SHALL BE INSTALLED TO ELIMINATE VOLTAGE
GRADIENTS IN THE POOL AREA AS PER CEC ART. 680.26.
safety features:
* ALL ANTI-ENTRAPMENT COVER INSTALLATION MEETING CURRENT STANDARDS OF THE AMERICAN
SOCIETY FOR TESTING AND MATERIALS OR THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)
2019 california plumbing code ( BASED ON 2018 UPC )TITLE 24, PART 5
GOVERNMENT CODE SECTION 4216.2. (a) (1) EXCEPT IN AN EMERGENCY, ANY PERSON
PLANNING TO CONDUCT ANY EXCAVATION SHALL CONTACT THE APPROPRIATE REGIONAL
DAYS, PRIOR COMMENCING THAT EXCAVATION, IF THE EXCAVATION WILL BE CONDUCTED
IN AND AREA THAT IS KNOWN, OR REASONABLY SHOULD BE KNOWN, TOCONTAIN SUBSURFACE
INSTALLATIONS OTHER THAN THE UNDERGROUND FACILITIES OWNED OR OPERATED BY THE
EXCAVATOR AND IF PRACTICAL, THE EXCAVATOR SHALL DELINEATE WHIT WHITE PAINT OR
NOTIFICATION CENTER, AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN 14 CALENDAR
OTHER SUITABLE MARKING THE AREA TO BE EXCAVATED
2019 california residential code ( BASED ON 2018 IRC )
2019 california energy code
201979
SKIMMER DRAIN SYSTEM DETAIL
SCALE: 3/32" = 1'-0"
PENINSULA LANE
POOL COPING TO BE 15" WIDE
POURED IN PLACE NATURAL GRAY
CONCRETE WITH TOP CAST #1 FINISH
RAISED PLANTER AT +24" WITH
15" WIDE POURED IN PLACE
NATURAL GRAY CONCRETE, TOP
CAST #1 FINISH, LEDGE STONE
VENEER EXTERIOR,
WATERPROOF INTERIOR
RAISED BOND BEAM AT +24" WITH 15" WIDE
POURED IN PLACE NATURAL GRAY, TOP CAST
#1 FINISH CONCRETE CAP, LEDGE STONE
VENEER
RAISED SPA AT +24" WITH 15" WIDE POURED IN PLACE NATURAL
GRAY CONCRETE COPING WITH TOP CAST #1 FINISH, 6' WIDE
TILE LIP SPILLWAY, 6" WATERLINE DETAIL, PEBBLE TEC
INTERIOR, (6) HYDRO-THERAPY FLUSH MOUNT JETS
RAISED PLATFORM AT +24" WITH NATURAL GRAY, TOP
CAST #1 FINISH CONCRETE DECK, CANTILEVER STEP FACE
POOL EQUIPMENT: 400,000 BTU HEATER
*ALL EQUIPMENT SHALL BE SEISMICALLY
ANCHORED
210' - 2" POLYPROPYLENE GAS PIPE
POOL / SPA LIGHT JUNCTION BOX
POOL / SPA LIGHT ON GROUND
FAULT CIRCUIT INTERRUPTER
POOL EQUIPMENT 50 AMP SUBPANEL
WITH 36" CLEARANCE AT FRONT AND SIDE
MAIN HOUSE 200 AMP ELECTRICAL PANEL
GAS METER
SPA AIR LINE
ELECTRIC CONDUIT
EXISTING 5'-0"H BLOCK
WALL
TANNING SHELF AT 12" WATER DEPTH
POOL SPLIT MAIN DRAIN SUCTION
MINIMUM 3' APART.
ANTI-COVERS 10" ASME / ANSI
APPROVED
SPA SPLIT MAIN DRAIN SUCTION MINIMUM 3' APART.
ANTI-COVERS 10" ASME / ANSI APPROVED
77 SQ. FT.RAISED BOND BEAM CONCRETE CAP
114 SQ. FT.POOL CONCRETE COPING
373 SQ. FT.REAR YARD RAISED CONCRETE PLATFORM
RAISED PLANTER AT +24" WITH 15" WIDE POURED IN PLACE
NATURAL GRAY CONCRETE, TOP CAST #1 FINISH, LEDGE
STONE VENEER EXTERIOR, WATERPROOF INTERIOR
47 SQ. FT.PLANTER BED CONCRETE CAPS
UP SIZE PLUMBING TO 3"
SCH 40 PVC.
PER PLAN
BY TESERRA
BY TESERRA
BY TESERRA
BY TESERRA
JANDY
-
-
PER PLAN
STUB TO SIDE OF DECK
PER PLAN
PER PLAN
DECKING LAYOUT
TO BE DETERMINED
BY HOMEOWNER AT
LATER DATE
TILE COUNTERTOP AT +38"/ 42" WITH
12" WIDE CANTILEVER WITH 3"
MITERED DROP FACE. ARTISAN 36"
FULL FEATURED GRILL, OLC 36"
STAINLESS STEEL DOOR/ DRAWER
COMBINATION, (2) GFCI OUTLETS, (1)
LED FLEX LIGHT, STUCCO + PAINT
EXTERIOR
AUTOMATED FIRE TROUGHS WITH 8" x 48" STAINLESS STEEL,
FIRE TRAYS, 1" MINUS BLACK LAVA ROCK INTERIOR,
AUTOMATED BURNER ASSEMBLY WITH INTEGRATED FIRE KEY
NATURAL GRAY CONCRETE PADS
WITH TOP CAST #1 FINISH
ADD REAR YARD HARDSCAPE, BBQ AND FIRE PIT,
ADJUST CONCRETE FINISH
FIRE PIT AT +15" WITH MANUAL BURNER
ASSEMBLY, VALVE AND KEY, 12" WIDE
POURED IN PLACE NATURAL GRAY
CONCRETE CAP WITH TOP CAST #1
FINISH, 1" MINUS BLACK LAVA ROCK
MEDIA, STUCCO + PAINT EXTERIOR
ELECTRICAL FOR LIGHTS
UNDER STEP CANTILEVER
1
1
1
1
1
1
799 SQ. FT.REAR YARD CONCRETE PADS
41 SQ. FT.BBQ TILE COUNTERTOP
716 SQ. FT.CONCRETE UNDER COVERED PATIO
1
ARTIFICIAL TURF TO BE ELBX 2.125"
80oz CHALLENGER TURF COLOR TO
BE SUMMER BLEND
1548 SQ. FT.ARTIFICIAL TURF
2
07.28.22MODIFY SKIMMER
2
190' - 2" POLYPROPYLENE GAS PIPE
08.01.22UPDATE GAS LINES
3
10.07.22MATERIAL SELECTIONS
VENEER PERA-TILE NATURA ARTICO 210021
TILEWATERLINE+ SPILLWAY
NPT SLATE WHITE (SLT-WHITE 6 x 6)
COUNTERTOP DAL TILE FAMED FM10 12"x24"
NATURAL GRAY WITH TOP CAST #1
PEBBLE SHEEN AQUA BLUE
NEW BLOCK WALL AT +72", TEXTURE
AND PAINT TO MATCH HOUSE
NEW BLOCK WALL AT +72", TEXTURE
AND PAINT TO MATCH HOUSE
NEW WROUGHT IRON GATE,
SELF CLOSING/ LATCHING -
OPEN OUT, PAINTED BLACK
4
11.02.22ADD BLOCK WALLS AND MODIFY CONCRETE
5
5 5
NEW WROUGHT IRON GATE,
SELF CLOSING/ LATCHING -
OPEN OUT, PAINTED BLACK
5
BWFE2022-0542 - 57350 PENINSULA LANE
KONRAD / 25LF OF 6' GARDEN WALL
25LF OF 6' GARDEN WALL AT SOUTHWEST AND NORTHWEST SIDE
YARDS [CITY SPECIFICATIONS]. PRECISION CONCRETE BLOCK SHALL
BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE
VISIBLE FROM OUTSIDE THE PROPERTY. 2019 CALIFORNIA BUILDING
CODES.
12/16/2022
POOL/SPA, BBQ, AND FIRE PITS PER SEPARATE PERMIT
Drawn by: B German
FAX(760)776-6392
(951) 826-5697
CityofRiverside
Building Department
Balcony/Deck Standard
390
Rivers
11/13/2014 RCLMNgdnwallFNL-Ppd.vsd AGE 1OF2
Western Riverside County Code Uniformity Program
0MainStDrawn by: B German ide CA, 92522
Table “a”
“h”“w”Vertical
reinforcement
3'17"#4 @ 48" O.C.
4'20"#4 @ 48" O.C.
5'23"#4 @ 48" O.C.
6'29"#4 @ 24" O.C.
Table “b”
“h”“w”Vertical
reinforcement
3'19"#4 @ 48" O.C.
4'22"#4 @ 48" O.C.
5'29"#4 @ 48" O.C.
6'34"#4 @ 24" O.C.
5HTXLUHGZKHQ
$GMDFHQWWR3URSHUW\/LQH
#4 Horizontal rebar
(usebondbeam block)
“h”
height from top
of footing
6" or8" block
#4 horizontal at 32" max. o.c.
(use bond beam block)
“h”
height from top
of footing
SEE TABLE "A"
FOR REBAR SIZE
AND SPACING
(locate rebar in center of cell)
SEE TABLE "B"
FOR REBAR SIZE
AND SPACING
(locate rebar in center of cell)
Finish grade
(1) - #4 rebar
continuous
12"10"(2) - #4 rebar
continuous 10"12"
Reverse
direction of
hook on every
other rebar
“w”
(FOOTING WIDTH)
SEE TABLE “A”
All footings adjacent to
slopes to beat least 5' to
daylight as shown below.
“w”
(FOOTING WIDTH)
SEE TABLE “B”
BOTTOM
OF
FOOTING 5' MIN.
NOTES:
1)this design does not allow grade differentials of
more than 6"on opposing sides of the wall.This is
not a retaining wall.
2)fence heights are regulated –consult zoning
regulations before beginning construction.
3)no water course or natural drainage shall be
obstructed.
4)grout only the cells containing rebar.This wall
is not designed for all cells to be grouted.
5)all rebar to be astm spec.A615,grade 40 minimum.
6)all rebar lap splices to be 24"minimum.
7)all masonry units to be astm C-90 grade N.
8)rebar to be centered in masonry cells.
*SEE PAGE 2 FOR ADDITIONAL INFORMATION*
DISCLAIMER:
Alternate designs may be possible
when provided with an engineered
analysis.Use of this standard design
is at the user’s risk and carries no
Check with the Building Department to
verify if a building permit is required.
When a permit is required,the following
inspections are required:
1)FOOTING;Excavation trench clean with
steel in place and supported 3"above and
away from the surrounding earth/dirt.
2)REBAR/PRE-GROUT;Bond beam rebar and
vertical rebar in place -inspection prior to
placing grout.
3)FINAL;After grout is placed -prior to any
decorative cap placement.
Western Riverside County Code Uniformity Program
City of La Quinta
Building Department
Freestanding Block Wall
implied or inferred guarantee against
failure or defects.
(760)777-7125
FAX (760)777-7011
78-495 Calle Tampico, La Quinta,CA 92260
11/13/2014 Design and Development PAGE 1 OF 2
6'29"#4 @ 24" O.C.
5'29"#4 @ 48" O.C.
(Shown at 6' Height)(Shown at 5' Height)
Drawn by: B German
Fax (951) 955-2023
(951) 826-5697
City of Riverside
Building Department
Balcony/Deck Standard
390
Rivers
1 1/13/2014 RCLMNgdnwallFNL- Ppd.vsd AGE 2 OF 2
Western Riverside County Code Uniformity Program
0 Main St Drawn by: B German ide CA, 92522
REBAR PLACEMENT
ILLUSTRATION
FOOTING OPTION B
(TYPICAL)
All rebar splices
24" min. overlap
(TYPICAL)
only cells and bond beam
courses with rebar to be
grouted
(do not solid grout entire wall - use
grout stop mesh as appropriate)
FOOTING OPTION A
DESIGN PARAMETERS:
ACTIVE SOIL PRESSURE (PSF) = 30
PASSIVE SOIL BEARING (PSF) =150
COEFFICIENT OF FRICTION = 0.25
ALLOWABLE SOIL BEARING (PSF) =1500
WIND = 80 MPH, EXPOSURE C
SEISMIC:
Na=1.3, Nv=1.6, Z=0.4, SOIL PROFILE=Sd
(TYPICAL)
All rebar shall have a
minimum of 3" concrete
cover at footings
Western Riverside County Code Uniformity Program
City of La Quinta
Building Department
Freestanding Block Wall
(760) 777-7125 78-495 Calle Tampico, La Quinta, CA 92260
FAX (760) 777-7011
11/13/2014 Design and Development PAGE 2 OF 2