14-0597 (BLCK)54240 Alysheba Dr
1111111111111111101 43
IE
P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: 14-00000597
Property Address: 54240 ALYSHEBA DR
APN: 767-770-074-46 -32879 -
Application description: WALL/FENCE
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 2300
Applicant:
Tiht 4 4 Q"
Architect or Engineer:
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
------------------------- — — — — — — — — — — — — — — — — — — — — — —
LICENSED CONT C OR'S DECLARATION
I. hereby affirm under penalty of perjury that I am licensed n r provisions of Chapter 9 fcommencing with
Section 7000) of Division 3 of the Business and Professi n s Code, and my License is in full force and effect.
Licensee CCllaass: 8 0, 27, 2 1 License No.: 656128
Date/ / Contractor:
' OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
(_ 1 1, as owner of the property, or my employees with wages as their sole compensation, will do the work,.and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
(_) 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
1 _ 1 I am exempt under Sec. , B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Address:
LQPERMIT
Owner:
RUSSELL
54240 ALYSHEBA DRIVE
LA QUINTA, CA 92253
Contractor:
TESERRA
P.O. BOX 1280
COACHELLA, CA 92236
(760)398-9222
Lic. No.: 656128
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 5/07/14
-----------------------------------------------
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
_ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance o/are: or h this permit is issued. My workers' compensation
insurance carrier and policy Carrier EVEREST NATL IN er 7600006481141
I certify that, in the performancr for which this permit is issued, I shall not employ any
person in any manner so as ubject to the workers' compensation laws of California,
an agree that, if I should beto the workers' compensation provisions of Section
0 f the Labor Code, I sply with those provisions.
Date: / Applicant:
JIF
`WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1 . Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes ml void if work is not commenced
within 180 days from date of issuance of such permit, ce ation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the abov, n mation is correct. I agree to comply with all
city and county in nces and state laws relating to building co ruction, and hereby authorize representatives
of this count e r upon the above-mentioned propert spection purposes.
Data. W
Signature (Applicant or Agt
• 1
Application Number
Permit . . .
Additional desc . .
Permit Fee . . . .
Issue Date . . . .
Expiration Date . .
14-00000597
WALL/FENCE PERMIT 2013
47.19 Plan Check Fee .
Valuation . . .
11/03/14
.00
2300
Qty Unit Charge Per
Extension
1.00 47.1900 LS MISC WALL, FIRST 100 LF
47.19
----------------------------------------------------------------------------
Special Notes and Comments
17LF OF 6' GARDEN WALL AT POOL EQUIPMENT
[ORCO SPECIFICATIONS] PRECISION CONCRETE
BLOCK SHALL BE COVERED WITH STUCCO,
PAINT, OR TEXTURED COATING WHERE VISIBLE
FROM OUTSIDE THE PROPERTY. 2013
CALIFORNIA BUILDING CODES.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473)
1.00
PLAN CHECK,
WALLS
60.06
Fee summary Charged Paid
-----------------
Credited
Due
--------------------
Permit Fee Total 47.19 .00
--------------------
.00
47.19
Plan Check Total .00 .00
.00.
.00
Other Fee Total 61.06 .00
.00
61.06
Grand Total 108.25 .00
.00
108.25
LQPERMIT
Bin #
City of La Quinta
Building &r Safety Division
P.O. Box 1504, 78 495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
I
Project Address: V 2 OL r5
Owner's Name: S
LC
A. P. Number:
Address: Q
Legal Description:
City, ST, Zip: IWT 9 2`3
Contractor: r2
Telephone: :<:>:. a:r:•;}:;:}}:•}::.«:s>:<:<;
Address: C 6b
Project Description: -
City, ST, Zip:
Z2.
;C—
Telephone: ZZ
O � 2
✓�y2 oo L ��
State Lic. # : Z R
City Lic. #;
Arch., Engr.,'Designer:
Address:
City, ST, Zip:
Telephone:
9� < <k}iv:Y�: }:,v'�' �:i:: (: it
}tih:iti:::4,v���.}}}}};fi}}}}}:�ii:iii}�?:•}}>5 4v,
Construction Type: Occupancy:
State Lic. #
Pro ect a circle on ew' Add'n Alter Repair Dem
J type NP o
Name of Contact Person:
Sq. Ft.:
# Stories:
—# units:
Teltphone #,of Contact Person:S"o /,Q
Estimated Value of Project: Q a
APPLICANT: DO NOT WRITE BELOW THIS LINE
#!
Submittal
Req'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
>Item
Amount
Structural Cates.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 Cates.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2" Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN IiOUSE:-
'"' Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.1.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
L/IN STANDARD 6' TO 8' CMU SITE WALLS
OPTIONAL HAT CAP
DESIGN CRITERIA: PER THE 2010 COC
1. ALLOWABLE SOIL BEARING PRESSURE =15010 PSF
2. ALLOWABLE LATERAL PASSIVE PRESSURE= 150 PCF
I GROUFSIRBVG7H - 2000 PSI @ 18 L14
4. RL7NWRCING STEEL: GRADE 60.
5. 1S00 PSI MASONRY COMPRESSION STRENGTH - NO SPCL
INSPCCIION
6816, 6616, OR 6618 CMU
GROUTED ONLY @ VERT
NOTES:
57M
S. CONCRETE BLOCK SHALL CONFORM TO ASTM CAO WEDGELOCC
BLOCK SLUMP BLOOCAND SPLITFAC= BLOOCAREACCEPTABLE.
'Y' DROP-IN BAR
Z CONCRETE MR F7077NG SHALL BE 1 PART CEMENT 70 24/2
PARTS SAND TO 3-112 PARTS GRAVEL WITH A MAXIMUM OF1-JA
GALLONS OF WATER PE34 S40C PORTLAND CEMENT SHALL CONFORM
TO ASTM C ISO TYPE 171V. k = 2500 PSI
#6 STD JOINT
REINFORCEMENT @24'01C
I REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
(3 PLACES - 4 PLACES FOR 7'
ASTM A 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
& 8' WALLS). USE #S STD.
FOR SLUMP BLOCK.
4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN
WHICHITIS LOC47ED.
NOTE.' PROVIDE 04 DOWEL &
S. CONCRETE BLOCK SHALL BE LAYED INA RUNNING BOND
PATTERN WITH VERTICAL CONTINUITY OF THE C ELLS UNO.
04 DROP-IN BAR AT E4
SIDE OF CONTROL JOINTS,
6. ALL BLOCKCFLUS CONTAINING VERTICAL REBAR SHALL BE SOLID
ENDS OF WALLS AND @ WALL
GROUTED,
HEIGHT CHANGES
7. USE TYPES MORTAR PROPORTIONED USING ASTM 0270 PART
CFMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SWD.
B. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8"
X DOWEL @ CENTER OF
PEA GRAVEL IF WEATHER CUNDILTONSARE FAVORABLE AND BLOCK
CMU
UNOB 7RUCIFD CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
FLOWJ, WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW
REPIOUT SEGREGATION OF THE CONSMIENTS
EQUAL
LEVEL GRADE BOTH SIDES
I I #4 HORZ CONT.
'W 'CONT. FOOTING
SEE CHART FOR REQUIRED REBAR
AND FOOTING DIMENSIONS.
9. BLOOCSTEW MAY BEWET-SET 1-112- INTO THE FOOTING WHILE
THE CONCRETE IS PLASTIC, BLOCK STEM MAYBE PLACED TD
EITHER EDGE OF THE TRENCH TYPE FOOTING.
10, FOOTING MUST BE POURED ON OR INTO UNDISTURBED
NATURAL SOIL OR ON COMPACTED RLL WITH A MINIMUM
COMPACTION OF 90%.
11. RRSTINSPEC770N TO BEAFTFR FOOTING TRENaiES ARE
READY FOR CtiNORETEAND ALL REQUIRED 57M IS TIED IN PLACE.
SECOND INSPEC77LON TO BE WHEN THE REQUIRED VER77CAL 15 IN
PLACE AND THE BLOCK WALL IS READY TO GROUT.
12. MAXIMUM CONTROL JOINT SPACING 40'0/C 20' 0/C FOR
WALLS TO BE MORTAR WASHED OR STUCCO COATED.
25/8-MTN. aEAR CaL
OPE3V REQUIRED TO USE
66165LUMPED CMU.
ORC1O WIDE CELL SLUMP
O 4SOFESSIO,.
~ C31925 fn
*
Exp. 12-31-2014
CIv 1\�
F OF CA%.%��
CHART FOR 6' TO 8' SITE WALL W/ SPREAD FOOTING
WIND
MAX.
'W'
DESIGN
WALL
SPREAD
'X' DOWEL
'Y' BAR
SPEED
HEIGHT
FOOTING
WIDTH
#4 @ 48" 0/C 33"
#4 @ 48" 0/C
6'-0"
11-9"
48' 0/C FOR 6'—�
48' O/C FOR 6-
wV
SLUMP BLOCK. 8„ — 8„
SLUMP BLOCK.
a
W#4
@ 48" 0/C 3.3"
#4 @ 48" 0/C
6'-8"
1'-11"
40' O/C FOR 6'
LI
40' 0/C FOR 6-
Q
Z
w
SLUMP BLOCK IO" — — O"
SLUMP BLOCK,
w
= N
#4 @ 40" 0/C 33"
#4 @ 40" 0/C
(L
V 4"
2'-I"
32' O/C FOR 6'
32' OIC FOR 6'
(n
SLUMP BLOCK. IO" I O"
!—
SLUMP BLOCK.
co CD
#4 @ 32" 0/C— 33"
#4 @ 32" 0/C
8'-0"
2'-4"
24' O/C FOR 6'
24. 0/C FOR 6'
SLUMP BLOLK. 12" -- I2"
SLUMP BLOCK,
NOTE.' FOR 18" LONG BLOCK USE 9"INCREMENT REBAR SPACTNG THAT
IS CLOSER TOGETHER THAN THE 16" LONG BLOCKSPAC7NG. FOR EXAMPLE:
48" O/C SPACING FOR 16" LONG BLOCK REVERTS TO 45" O/C FOR
18" LONG BLOCS 40" FOR 16" BLOCK GOES TO 36" O/C FOR 18" BLOCK - ETC.
-"-'— V 04 D6*M 10MSiDEOF ,oa•,
&oaowW/,4DAQO-rN9V
nnrnt oavr. • rznuaepmm•
IRRIIEXImIWNOMIIXfAWT
' OGIR /AWA11
BxB• 6LOCX•OLII
O O V
• o: V o.
O p p
I �,� � � CLIVI. Po017NG �a°• o ♦
oWr
.�
b♦4 i
p.
FOR S/DEYARD RETURN WALLS WHERE
D1RAMSE SWALE OaVRF3, A 1/2&Oa( J' NrnaL 07/L•IVIIo'1-111013lN•
MAYLfFr0L/I@ SWALEOMM. PROVIDE /atw.vnluffAWJF AM
A'4 DOWEL AND 04 DRO IiN LIAR ON EACH ma.
SIDE OF THE ja &OOCDRAIN - AS I'•4•
SHOWN.
FOOTING STEP DETAIL
�' ' 1 �`• t m
A
CITY OF LA QUINTA ~ 12 N
* � E%P, 12-31-2-31-2 014 �•
sol CIV
F OF CALF
0
NO EXISTING LANDSCAPE LIGHTING IN REAR YARD
NO EXISTING OVERHEAD UTILITY LINES IN REAR YARD
PATIO FURNITURE FOR ILLUSTRATION PURPOSES ONLY
RELOCATED BOULDER AND MEDITERRANEAN
FAN PALM TO BLOCK IRRIGATION VALVES
L 1 GRANITE COUNTERTOP AT +38" WITH 30" VINTAGE
ECUE, 30" STAINLESS STEEL ACCESS DOORS, C
LIGHT, TWO UMBRELLA SLEEVES, , SEATING t
AT 42" WITH 12" CANTILEVER, STUCCO AND
TO MATCH HOUSE
PL — — \
ACCESS
POOL / SPA LI(-
POOL / SPA LI
FAULT CIRCUIT
115'- 1? POLYP
llqAS IP
POOL EQUIPMENT
AT +72" WITH STLK
PAINT TO MATCH STING Q
PROPERTY WALLS
I
PAVERS FOR TRAS CAN PAD
TO MATCH EXISTIN I
128'-8y2"
ICTION BOX
GROUND
POOL EQUIPMENT! 4
*ALL EQUIPMENT SH
ANCHORED
POOL EQUIPMENT 60,
WITH 30" CLEARANCE
ELECTRIC CONDUIT
!M
ADD PAVERS TO FILL IN
WHERE BOULDERS WHERE
AT, TO MATCH EXISTING
I
BTU HEATER
IIE SEISMICALLY
0
108'-1y2'
WATERFEATURE WITH THREE BASINS,
SIX BOULDER SPILLWAYS AND THREE
UPLIGHTS, PEBBLE INTERIOR OF UPPER
BASINS WITH RUBBLE OVERLAY
POOL SPLIT MAIN DRAIN SUCTION
ANTI -COVERS 10" ASME / ANSI APF
11'x/" SB. / 10'-6" SB.
PB
S,Us
3'-0• WD
118 SO.FT. LIGHT BROOM FINISH COPING I CAPS
2080 SQ.FT. POOL AREA 4 PIECE DUBLIN PAVERS
50 LN.FT. TDFAm LINE
TANNING SHELF AT 18" WATER DEPTH
APART. WITH ONE UMBRELLA SLEEVE
p
3Y2" PL
RAISED SPA AT +18" WITH LIGHT BROOM FINISH
COLORED CONCRETE CAP, BOULDER SPILLWAY
AND RANDOM STONE VENEER FACE
SPA SPLIT MAIN DRAIN SUCTION MINIMUM 3' APART
ANTI -COVERS 10" ASME /ANSI APPROVED
I I I
AND SIDE Zj- — Po LAUNDRY , + Wine r•. 1
Nilo
ft
SN
-- -- UP DV Dl
r' ------I Powder TO B 2
. FORMAI. ` Ia
j DINING ROOM I`
L--
3 -CAR GARAGE/
GATE BY TESERRA TO P ' ' / PB
MATCH TYPICAL GRIFFIN
RANCH SIDEYARD GATES,
O
PAINT BY OTHERS / i'
i
MAIN HOUSE 200 AMP P PB
ELECTRICAL PANEL
EXISTING TO REMAIN
NSTALLATION OF POOL SYSTEMS AND E IPk%NT WILL COMPLY WITH
1ECTION 114 - MANDATORY REQUIREMENT
:XIT ALARMS TO BE INSTALLED ON ALL DIRECT ACCESS
'0 THE POOL
'OOL HEATERS If PUMP EQUIPMENT SHALL BE INSTALLED U FACT
!ECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULA
.LL DECKING EXPANSION JOINTS FOR REPRESENTAION ONLY,
IELD LAYOUT WILL VARY
wry -------I
Bab 4 jrrA
8 1
PS
, BB
BEDROOM 3
to, ca"
10'
2
EXISTING TO REMAIN
ALYSHEBA
DRIVE
4 PIECE DUBLIN MODULAR COMBO PAVERS
COLOR TO BE 'SELLA' WITH 18" WIDE LIGHT
BROOM FINISH COLORED CONCRETE
COPING AROUND POOL ONLY
FIREPIT AT +12" WITH LIGHT BROOM
FINISH COLORED CONCRETE CAP
AND RANDOM STONE VENEER FACE
1
SPECIFICATIONS
TYPE rUNITE SIZE 424r }
SURFACE AREA OF POOL ONLY 542 SOFT.
PERIMETER 123 LN.FT DEPTHS MIN. 3'-O•
POOLS SPA COMBINED 533 SOFT 1143 I N Fr
3PA SPECIFICATIONS TILE
ZE-LIZ` LV SO. FT. 38 LN. FI` TILE TYPE„SST DARD
NO.OF JETS
LIGHT 1 -WHITE
RAISED SPA AT -±W_
SPILLWAY
SPECIAL NOTES
EXCAV TI /STEEL
TYPE C
ACCESS FROM SIDEYARD
ELEVATION
DEEP END RAMP YES
LOVE SEAT YES
CONCRETE REMOVAL NO LOADE
SOD REMOVAL NO LCAIX
TREE REMOVAL BY NO
IRRIGATION REMOVAL BY NO
IRRIGATION REPAIR NO
W R.B.B. FT
—
ITR.S.B.—
IrR.B.8 —
2VR.B.B. —
3TR.B.S.
FILTER DANDY SIZE 580 SQ.FT.
POOL pOMp FLO PRO SUE VARIABLE SPEED
BOOSTER PUMP= SIZE
W.F. PUMP .SANDY SIZE 1.0 HP
ADDL PIMP 811E
HEATER DANDY sUE 400.000 BTU
11MECLOCK PDA4
sUe PANEL JANDY
ADDL OUTLETS —
SKIMMER TYPE DUAL PORT
FILL UNE ALITOFILL
GAS UNE F.M. STUBS SSWIREPIT
FOUNTAINS I SPRAYHEADS —
SHEER DESCENTS
LIGHTS IN POOL 3 - WHITE IN SPA 1 - 100W
STAB SET EDUIPMENT
MIBC —
PLUMBINO SUE TION a 3• RETURN
DECKING
SQ. FT. SEE NO
FINISH LIGHT BROOM
EXPANSION JOINTS YEE
CANTILEVER YES
DECK DRAMS 3”
DECCO DRAIN_—
CURB CORE
RAIN —
CURBCORE —
STEPS —
STEP FACE —
TIE BASE —
SANI) AND VISQUEEN=
RIBBONS —
R.B.B. FACING STONE
SPILLWAYTYPEROIIDFR
STEPS —
PROP. EXT. WALLS
PLANTER WALL —
RUNNING WALLS-=—
GATE
ALLS —
GATE YES SEE NOTE
G U N ITQ GATE REVERSAL
DEEP END RAMP REMOVE 8 REHANG
EXTEND 2rd STEP YES
LOVESEAT YES
SPILLWAY TYPE BOULDER SPILLWAY
CANTILEVER COPINGvY. Pa N"LETIDH
COPING _CONCRETE DTHER PDA48YJANDY
R.B.B. -SEE STEEL
OWNER RESPONSIBiLIT1ES3
OWNER TO:
(1) DETERMINE THE APPROXIMATE ELEVATION OF POOL OR BPA AT LAYOUT ON DAY OF EXCAVATION
(2) TAKE NOTICE THAT POOL ANO EQUIPMENT LOCATIONS ARE SUBJECT TO ACCEPTANCE OF
LOCAL BUILDING DEPARTMENT AT THE TBE OF IBSIANCE OF PERMIT.
(3)WET DOWN CONCRETE SHELLAT LEAST TWICE DAILY FOR SEVEN DAYS AFTER SHELL M INSTALLED.
(4) AGREE THAT TEENRILM NOT REePON9INE FOR UNDERGROUND CONDITIONS OR OBJECTS,
AWANY DAMAGE TO CURBS, SIDEVMI/CB, DRIVEYAYB LAWNS, OR OTHER rrEM5IN THE ACCESS AREA
(31 SEE THATALLFENCNGCA
GATES, AND GARAGE DDORS MEET LOCAL CODES FOR A POOL ENCLOSURE
PRIOR TO PRERABTBR INSPECTION.
(3) FILL POOLIMMEDMTTLY AFlflH PIASTER. ( FOLLOW INSTRUCTIONS -DO NOT USE RUSS" HOSE)
(7) TAKE NOTICE TTNAT THIS DRAWNG IS THE SOLE PROPERTY OF TESERRA-0 THAT ANY USE WITHOUT
WPoITEN PERMISSION OF TESERRA IS PROHIBITED BY LAW.
)VAER NH"IOVE3 PMMA NOL AID MUMS,,,, LDf.,PON8 NTD HMWAD 11E PEwo,— NEB AMI—DES As,
I
SWIMMING POOL PLAN FOR:
AME RUSSELL RESIDENCE
— — DIG
UECK COLORII YOSEMITE BROWN I PAVERS: 4 PIECE DUBLIN MOD"] COLOR:'BELLA'
JANDY IIPDA4WIRELESS
PEBB/PLAS 11REGULAR PEBBLE TEC TAHOE BLUE
iIGNATURE II
DRAINAGE NOTE: Drainage and irrigation for planters and pots, by others,
unless otherwise noted.
0 W
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Ina'o
WmJ
Q 107Q
DOD
D'p
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w
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WN
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SCALE
DATE
DESIGNED BY
PROJECT M EC 1
W= 1'
10-22-13
I
JT.
DANIEL H.
JOBJOB 0
228161
REVISIONS
DATE
!SA F Y EATUREB:
•ALL
TYLE 2/30/1
NT COVER INSTAUATION MEETING CURRENT STANDGRDS OF THE NAERIGW
SOCIETY TE NO AND MATERIALS OR THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS MME)
2 ADDEDE MASTER BEDROOM SLIDER 1/21/1
E RI AL:
NTDWALL RELOCATED
3 7PALMADDED
EADDEDNOTES
EQU BONDING REQUIREMENTS SHALL BE INSTALLED TOEUMINATEVOLTAGE
AVERbECKING /17/1
GRAD I THE POOL AREA AS PER CEC ART. 89028.
4AN /2111
21310 A IFORNIA BUILDINGCODE (846ED ON 20081St)
5
2010 AL FORNIA MECHANICAL CODE (BASEDON2DOBUMC)
2010 AL FORNIA PLUMBING CODE (BASED ON2008UPC)+m.—
201 O -TALI ORNIA ELECTRICAL CODE (BASEDON2008NEC)
201 O Cb LI ORNIA ENERGY EFFICIENCY STANDARDS
L...
`/
GOVERN SECTION
CM
4218.2. (a) (1) EXCEPT W AN EMERGENCY, ANY PERSON
PLANNING TO eNe CT ANY EXCAVATION CONTACT THE APPROPRIATE EGIONAL
WOSHALL
NOTIFICATION 1 AT LEAST TWO RKING DAYS, BUT NOT MORE THAN 14RCALENDAR
DAYS, PRIOR MME ICING THAT EXCAVATION, IF THE EXCAVATION WILL BE CONDUCTED
IN AND AREA TIB OIOWN, OR REASONABLY SHOULD BE XNOVM, TOCONTAIN SUBSURFACE
INSTALLATIONS TH THAN THE IMNDER FACILITIESLIowTEDoROPERATEDBr1HE
EXCAVATOR M TICAL, THE EXCAVATOR SHALL DELINEATE WHIT WHITE PART OR
EXCAVATOR
OTNER SUR MAR p THE ARE 70 BE EXCAVATED
SELECTIONS
C O N StR CTI O N AUTH O R I ZATI O N
STONE CHOCOLATE CHARCOAL
TILE 6"x6" VAI SAND PEA / GROUT: DALOREAN GREY
SALES FIELD
— — DIG
UECK COLORII YOSEMITE BROWN I PAVERS: 4 PIECE DUBLIN MOD"] COLOR:'BELLA'
JANDY IIPDA4WIRELESS
PEBB/PLAS 11REGULAR PEBBLE TEC TAHOE BLUE
iIGNATURE II
DRAINAGE NOTE: Drainage and irrigation for planters and pots, by others,
unless otherwise noted.
0 W
D.m
vNZ
Ina'o
WmJ
Q 107Q
DOD
D'p
- t -
w
Z
W
V0
1'_ /
WN
L -L
J
W