BWFE2015-004178-495 CALLE TAMPICO D �NtiMlfil/
LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOP
Wb,,
BUILDING
Application NumBWFE2015-0041
Property Address: 51885 AVENIDA BERMUDAS
APN: 773184018
Application Description: 45 LN X 5FT HT,34 LNFTX6FTHT ANGELUS STANDARD
Property Zoning: �
Application Valuation: $2,000.00 Ir11 n
Applicant:
CORONEL ENTERPRISES INC FEO 7 2015 I
77935 CALLE TAMPICO
LA QUINTA, CA 0 OOMMUNIT pryE-I�L� MQUINTDA
EPARTMENT
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 70001 of Division 3 of the Business nd Professions Code,
and my License is in full force and effect.
License Class: License No.: AEC18
Date: Z- `i—ls 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 f a
permit subjects the applicant to a civil penalty of not more than five hundred dollars
($500).:
(_) I, 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.).
( ) I, 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.).
( I 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
MENT DEPARTMENT
PERMIT
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 2/17/2015
Owner:
CORONEL ENTERPRISES INC
42760 MADIO ST
INDIO, CA 92253
Contractor:
CORONEL ENTERPRISES
42760 MADIO STREET
INDIO, CA 92201
(760)775-1234
Llc. No.: AEC182
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 of the work for which this permit
is issued. My workers' compensation insurance carrier and policy number are:
Carrier: _ Policy Number: _
_ I certify that in the performance of the work for which this permit is issued, I
shall not employ any person in any manner so as to become subject to the workers'
compensation laws of California, and agree that, if I should become subjec the
workers' compensation provisions of Sec n 3700 f the lab Code, Is II f rthwith
comply with those provisions.
Date: — �1 —1 S Applicant:
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 Building Official 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 null and void if work is
not commenced within 180 days from date of issuance of such permit, or cessation of
work for 180 days will subject permit to cancellation.
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordinance nd state laws relating to b ' g
construction, and hereby authorize representatives atoenter
on t abov -
mentioned property for inspection purposes.
Date: Z -11—V Signature (Applicant or Age
l
FINANCIAL
DESCRIPTION..
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
BSAS SB1473 FEE
101-0000-20306
0
$1.00
$0.00
PAID BY
'METHOD
RECEIPT #'
CHECK #
CLTD BY
Total Paid forBUILDING STANDARDS ADMINISTRATION BSA
$1.00
$0.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE.
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$47.86
$0.00
PAID BY
METHOD
RECEIPT # ,
.. CHECK #
CLTD BY
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$60.91
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid forFENCE OR FREESTANDING WALL
$108.77
$0.00
TOTALS:0•
$0.00
Description: 45 LN X 5FT HT,34 LNFTX6FTHT ANGELUS STANDARD
Type: WALL/FENCE Subtype: Status: UNDER REVIEW
Applied: 2/17/2015 PJU
Approved:
Parcel No: 773184018 Site Address: 51885 AVENIDA BERMUDAS LA QUINTA,CA 92253
Subdivision: SANTA CARMELITA AT VALE LA QUINTA Block: 121 Lot: 6
Issued:
NO 12
OWNER CORONEL ENTERPRISES INC 42760 MADIO ST INDIO CA
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning:
Finaled:
Valuation: $2,000.00 Occupancy Type: Construction Type:
Expired: '
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details: 45 LN FT X 5 FT HT GARDEN WALL,34 LN FT 6 FT HT BOTH ANGELUS STANDARDS. PRECISION CONCRETE BLOCK SHALL BE COVERED
WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES.
• 1,
NAME TYPE NAME ADDRESS1 CITY STATE
ZIP PHONE FAX
EMAIL
CONTRACTOR CORONEL ENTERPRISES 42760 MADIO STREET INDIO CA
92201
OWNER CORONEL ENTERPRISES INC 42760 MADIO ST INDIO CA
92253
AMOUNT
Printed: Tuesday, February 17, 2015 4:17:17 PM 1 of 2 CB?W--
SYSTEMS
FINANCIAL
INFORMATION
CLTD
DESCRIPTION ACCOUNT QTY
AMOUNT
PAID
PAID DATE RECEIPT # CHECK # METHOD PAID BY
BY
BSAS SB1473 FEE 101-0000-20306 0
$1.00
$0.00
Total Paid forBUILDING STANDARDS ADMINISTRATION
$1.00
$0.00
BSA:
WALL/FENCE - FIRST
101-0000-424040
$47.86
$0.00
100 LF
Printed: Tuesday, February 17, 2015 4:17:17 PM 1 of 2 CB?W--
SYSTEMS
DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CL BY
WALL/FENCE - FIRST 101-0000-42600 0 $60.91 $0.00
100 LF PC
Total Paid forFENCE OR FREESTANDING WALL- $108.77 $0.00
PARENT PROJECTS
Printed: Tuesday, February 17, 2015-4:17:17 PM 2 of 2 cg?ml
sYsrEMs
INSPECTIONS
SEQID
INSPECTION TYPE
INSPECTOR
SCHEDULED
DATE
COMPLETED
DATE
RESULT
REMARKS
NOTES
BOND BEAM
FINAL"
FOOTINGS
AOR
PARENT PROJECTS
Printed: Tuesday, February 17, 2015-4:17:17 PM 2 of 2 cg?ml
sYsrEMs
BLOCK coy INC.
37aa 114t
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
I. DESIGN CRITERIA PER 2013 CBC
2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf
3. ALLOWABLE SOIL PASSIVE PRESSURE - 150pcf
4. COEFFICIENT OF FRICTION - 0.25, COHESION — Opsf
5. CANTILEVER ACTIVE - 30pcf
6. MASONRY COMPRESSIVE STRENGTH, I'm = 1500ps1. SPECIAL INSPECTION
NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY.
7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
PROJECT SPECIFIC SITE.
NOTES:
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS.
2. JOINT REINFORCEMENT ('LADDER' TYPE) SHALL BE COLD—DRAWN STEEL
WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES.
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500ps1 0 28 DAYS, UNLESS
OTHERWISE REQUIRED BY SOILS REPORT.
4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR
WITHOUT MORTARLESS HEAD JOINTS (TONGUE—AND—GROOVE), OR
AACELUS-BLOCK SLUMPSTONE SHALL BE USED.
5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDEO MASONRY MORTAR AS
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPORTIONS AND
REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPERTY
REQUIREMENTS OF ASTM C270.
6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
90psi. -Z 0 00 e5 I`
7. , IRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS PLASTIC.
8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS.
9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
40'-0"o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
10. GROUT ALL CELLS WITH REINFORCEMENT.
11. INSPECTIONS: A. AFTER FOOTING IS READY FOR C6NCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. 8. AFTER VERTICAL
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK—OUT DETAILS
SEE DETAIL SHEET S-5.1.
SLOPE
2 :1
'H' MAX.
6'-0" I #4048"o.c. I #4054"o.c.
6'-8" I #4048"o.c. I #4045"o.c. k—A
0
7'-4" I #4048"o.c. I #4045"o.c.
6' to 8' Hi
Trench Footing
Risk
6" i
h Site Wall
U-
&WgDk% I SAFETY DEPT.
de .aMEPROVED
FOR CONSTRUCTION
OPTIONAL WALL CAP ----\1 DATE BY
----\,
f6 STD. LADDER TYPE,
(#5 STD FOR SLUMPSTONE)_
JOINT RE1NF. AT TOP COURSE,
AT FIRST COURSE, AND 24"o.c.
6" WIDE (NOM.) CMU
GROUT CELLS
w/ REINF.
lo
ooY
Q
'X' BARS PER TT
SCHEDULE 0 ?
CTR. OF WALL ol
SETBACK
PER
SCHED.
'Y BARS PER
SCHEDULE LAP —
PER 'L'
F.G.
WET—SET FIRST
COURSE
2—#4 CONT.
CONT. CONC. FTG.
LONG CMU 'L' STEM 'D' MIN.
527"o.c. 1 2'-0" 1 2'-10"
FhC,A".... I 7'—n" 1 7'-7"
o. C.
#4040"o.c. I #4036"o.c.A' 408"o.c, I #409"o.c. 3'-4
'B' #4040"o.c. I #4036"o.c. _ 2'-0_
ANDERSON DESIGN GROUP
Structural Engineering Building Design
228 East Badlllo Street • Covina • CA • 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
1•0n91nce/1n9 excellence since 1957"
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2'-4"
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OF C XF
DATE SIGNED 6-25-14
S-1.2LQ
#6255
Q
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BLOCK CO:, INC.
Since 1946
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
END OF WALL
C
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LZ
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X
Q
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z
8' High Max. Site Wall
C o 100mph
Risk Category I
6* Wide CMU
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N'TA
;-'--f'Y DPl-.
/4-
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5 X FIF 5 x HF O
RETURN TYP.
�5 �.HF
TYPICAL REINFORCED WALL STEM TYPES PLAN
WALL TYPES 0 & O
TOTAL WALL LENGTH
5x HF MIN.
TYPICAL REINFORCED WALL STEM TYPES ELEVATION
WALL TYPES nA&nB if
ANDERSON DESIGN GROUP
Structural Engineering . Building Design
228 East Sadillo Strhet • Covina a CA * 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
.-11.—.1— 195]'
5 x HF MIN. I
WT4aGN ED 5-21-14
S-2.OLQ
#6255
UNDERGROUND SERVICE ALERT
DI RTa
811 1
CdB1IIbd=ywft
TWO WORKING DAYS BEFORE YOU DIG
GENERAL NOTES
1. ALL WORK CALLED FOR IN THESE PLANS SIIALL BE EXECUTED WITH
EXTREME CONCERN FOR CRAFTSMANSHIP AND SAFETY N FULL
ACCORDANCE
NWITH THE ADOPTED CODES AND ORDINANCES OF THE
ION
JURISDICTWHICH R IS BEING CONSTRICTED.
2. ALL WORK WHETHER SPECIFICALLY CALLED FOR OR NOT. SHALL BE
CONSTRUCTED UNDER THE LATEST EDITION OF THE UNIFORM BUILDING
CODE AS ADOPTED BY 111E LOCAL GOVERNINGAGENCY.
3. ALL EXTERIOR FLATWOO( MALL HAVE A POSITIVE SLOPE AWAY FROM
THE BUILDING (I%MN.)
4. THE GENERAL CONTRACTOR SMALL THOROUGHLY FAMUMRE
HIMSELF WISH THIS DOCUMENTS POOR TO PROCEEDING WITH ANY
RIKWALL E
CONSTION AND L REPORT ANY DISCREPANCY TO THE
DESIGNER PRIOR TO COMMENCING ANY WORK 240UM ANY
DEVIATION BE MADEFROM MESE PLANS VATIIOUT THE WRITTEN
CONSENT FROM THE DESIGNER. THE OWNERCONRACTOR ASSUME
ALL RESPONWBUN FOR SUCH DEVIATION.
S. THE GENERAL CONTRACTOR SHALL SUBMR COPIES OF SHOP
DRAWINGS OF ALL MANUFACTURED ITEMS ( Le. CABINETS.
TRISSES.ETC.) TO THE DESIGNER FOR REVIEW AND APPROVAL POOR
TO FABRICATION. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE
TO PROVIDE ADEQUATE TIME FOR REVIEW (10 WORKING DAYS) OF
SUBMITTED ITEMS SO WHEREAS SUCH REVIEW S14AU NOT ADVERSELY
IMPACT 111E CONSTRUCTION SCHEDULE.
6. INFREQUENT SITE VERS BY THE DESIGNER OR ENGINEER. N NO WAY
ALLEVIATES THE CONTRACTORS RESPONSIBILITYINREGARDS TO CODE
COMPLIANCE. SAFETY OR THOROUGHNESS.
7. ALL SUBCONTRACTORS WALL VISIT THE JOB SITE WITHIN 24 HOURS
POOR TO COMMENCING WORK ME SUBCONTRACTOR SNALL BE
RESPONSIBLE FOR REVIEWING RELATED TRADES SUIT. SURFACE
PREPARATION AND SWALL REPORT ANY NONCONFORMING
DISCREPANCY TO THE GENERAL CONTRACTOR. EXECUTION OF WORK
BY ANY SUBCONTRACTOR INDICATES ACCEPTANCE OF THE
PREVIOUS TRADES WORK
B. THE OMER AGREES TO HOLD HARMLESS. INDEMNIFY. AND DEFEND
THE DESIGNER. HIS EMPLOYEES. AND ENGINEERS AGANSI ANYAND
ALL LIABILITY. CLAIM DAMAGES AND COS" OF DEFENSE AOWNG OUT
OF THE ERRORS OR OMISSONS. OR NEGLIGENT ACTS CAUSED BY THE
MODIFICATIONS TO THE PLANS AND SPECIFICATIONS.
9. ANY CHANGE. MODIFICATION OR ALTERATION OF THESE PLANS SNAU
BE AT THE SOLE RISK OF THE PERSON MAKING OR CAUSING THE SAME
AND SHOULD BE REVIEWED BY IKE DESIGNER OF RECORD FOR
CONFORMITY WITH MESE PLANS.
10. VERIFY COMNEC ION POINTS FOR POWER TELEPHONE AND CAN
SYSTEMS PRIOR 10 CONSTRICTION APPROXIMATE ONLY LOCATIONS
INDICATED FOR TRANSFORMER LOCATIONS. ETC.
11. COMPLY WITH ALL UILLIY COMPANY REQUIREMENTS. PROVIDE ALL
RELATED CONDUITS. PILL BOXES AND RISER&
12. CONTRACTOR WIAU VERITY ACTUAL DEPTH AND LOCATION OF ALL
EXISTING UNITIES PRIOR f0 CONSTRUCTION... CLL UNDERGROUND
SERVICE ALERT (TOLL FRE 811) PRIOR TO TRENCHING. GRADING.
EXCAVATING. DRILLING. PPE RUSHING, RANTING TREES DIGGING
FENCE POST HOLES ETC. THEY WILL SUPPLY INFORMATION OR LOCATE
AND MARK ANY UNDERGROUND FACMIE&
13. BUILDING ADDRESS WDLL BE PROVIDED ON THE BUXD04G N INCH
POSITION AS TO BE PLAINLY VISIBLE END LEGIBLE FROM THE STREET.
14. ALL OR EQUAL SIBSIIUIIONS MUST BE SUBMITTED TO. AND APPROVED
BY THE BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE REM
15. THE DEVELOPER/CONTRACTOR/ OWNER 0 RESPONSIBLE FOR THE
VERIFICATION OF EXISTING CUR LOCATION (OR EDGE OF STREET
PAVING IF NO CURBS EXIT) FROM PROPERTY UNE(S) WITH THE RUBUC
WORKS DEPARTMENT.
16. LIST OF SPECIAL INSPECTION ITEMS IF REQUIRED:
• SCISCONPACIiOPPI"FOUNDATIONNSPECTION
• EXPAMgNIEPOYYANCHORSINSIALLAT,ION
• STRUCTURAL MASONFN
aa STRUCTURAL NOTES
F 2303.1.8. PRESERVATIVE -TREATED WDM. Lumber'
mber' limber. plywood.
aPIR; and P0103 wppo ting powmanent o -ft e;
0required by Sec -tion 2304.11 to be PATI- t. MeotRd No
Conform to Aro regWeob onof the applCOM AWPA S vKlWd
M taro M4 for 10-4.T,ud
In. Tp9T, prud, prw.110. no
end - PreTerWMeT ARCO be Ufted N SICBon 4 of AWPA
M. Lumber Md Plywood uNd M Wood foundation ryslemu
000 CORIMM to ChoPiEw I B.
J 2303.1.8.1 IDENTIROSMION. Wood repulsed by Section
2304.11 to7e pretervc!" heated Tho bear The gwth,
ntpn, of on Inspection agency that mdnk to cohw"v
wpeNbkn, tO9Ng and Inspection owa the quoly of the
Ptefervo3Ye-heated'wood Inspetllon oOencw rw preTervaNe-
booted Wood stmt be Lded by m occr•dtvlon
bold thof oarmple• with tiro IegWrertgnb of the Arn io-
LwnbN Standard. Treated Wood Program, v aQ.Mft t
iia quoty man, Troll be on d pomp. k*TPI
.1ftW to the PI -IT e•Hroobd wood and Tho
IncWde Tho Wowing Intomto0pc
T 1. IdWilk anon of tho."-tach...
2. TYPO of Preserve" used.
3. MNNxurn pnNP:N o Ve aten0on (pc0.
4. End uw tet wNCh the POWCt b nealea
5. AWPA 0 -lord To wRICM the prad Ct Wm trealed.
6. IdlnBly of the attredfed Kupecr- agBnCV.
' FASTENERS IN PRESERVA7NE-MFATID, Fo toned Iv preTe 1 -heated
ad/ "'e-reladanwoctod wood 9X! be of ha
doped TMcoated 9oNaN7ad 0". daNten 9". Rican
voro• a Copper. The COCIng welghb ter fk,C 000ted
too -shall be In MCordonce with ASTM A 153.
SPECIFY SPECIAL INSPECTION REQU/REMENrS FOR
EPDXIED DOWELLS.
GENERAL SPECIFICATIONS
If any ERRORS. DISCREPANCIES or OMISSIONS appear
In the drawings, specifications or other contract
documents, the GENERAL CONTRACTOR shall nofify
the designer In w4fing of such error or omission. In the
event that the GENERAL CONTRACTOR tolls to give
such nofice before construction and/or tabrication of
the work, THE GENERAL CONTRACTOR WILL BE HELD
RESPONSIBLE to the result of any errors, dlscrepances
or omissions and the cost of rectifying the some.
GENERAL CONTRACTOR SHALL VOT
THE J08 SITE AND VERIFYALL
EXISTING CONDMONS
SITE PLAN NOTES
WARNING : PLANT MATERIAL USITO MAYOR MAY NOT HAVE BEEN
APPROVED BY THE AGRICULTURAL COMMISSIONERS OFFICE
LANDSCAPED AREAS INDICATED SMALL BE PROVIDED W/ FULL COVERAGE
AUTOMATIC WRIGATION SYSTEM W/ AN APPROVED IL4CK ROW DEVICE.
TEMPORARY TOLETS SHALL BE PROVIDED BY ME GENERAL CONTRACTOR
FOR ALL TRADES UNTO ME COMRERON OF THE WOOL
ALL TRADES SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM
ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY THE WORK
NO UTILITY TRENCHES PARALLEL TO A FOOTING AND DEEPER THAN 1 W
SHALL BE LOCATED WITHIN A DISTANCE OF PD' OF A BUILDING FOOTING.
InUTY TRENCHES PERPENDICULAR TO A FOOTING SMALL BE A MINIMUM OF
4'a DEEP AND THE OISURBEO SOL SHALL BE COMPACTED WITHIN A e-0'
DISTANCE OF ANY FOOTING OR UNDER A CONCRETE SA&
ALL PROPERTY LINES. EASEMENTS AND BUIID14GS BOM EKISTING AND
PROPOSED. ARE SHOWN ON ITIS SITE PIAN.
THE DEVELOPER/CONTRACMOR70WNER O RESPONSIBLE FOR THE
VERIFICATION OF EXISTING CURB (OR EDGE OF STREET PAYING IF NO
CURB EXIST). LOCATION FROM THE PROPERTY LINER WITH THE PUBLIC
WORKS DEPARTMENT.
DEPARTMENT OF BUILDING
AND SAFETY
THIS PROJECT SHALL COMPLY WITKK
2010 CAIIFORNM BUDDING CODE LASED ON RE MOP ETC)
2010 CALIFORNIA RESDXNTIAL CODE LASED ON THE 2WP IRCJ
2010 CAILFORNM MECl6W1GY COOS RLASW ON ME 2009 UIWCI
2010 CALIFORNIA PLUMBING CODE MASED ON THE 2001P UPC)
2010 CALIFORNIA ELECTRICAL CODE LB4.SED ON M 2008 NEC)
2010 CALIFORNIA ENERGY CODE
2010 CALIFORNIA GREEN WIL&MG STANDARDS CODE
CONSTRUCTION HOURS
OCTOBER 1 - APRT 30 MAY I C SEPTEMBER 30
Mondoy-Fr1doY 7:00am5:30pm Magoy-Ftdw 6:00om•7:010pm
Saturday 8:010an-5.0opm Sa1WdoY 8..1DO-5:00pm
Sunday NOT ALLOWED Swld y NOT ALLOWED
ov
Gern Cato Hok" Gawem. Code IbWo"
NOT ALLOWED NOT ALLOWED
BLOCK WALLS. TRASH ENCLOSURESEPARATE
. TEMPORARY
MPORARYAR POLES. POOLS.
SPAS
PERINU
CALGREEN NOTES
T I AUTOMATIC IRRIGATION CONROUDI(SI INSTALLED P ME SWDER SINAL BE N
PLACE FOR FINAL IWECIION AND SHALL MEET ME FOLLOWING
RREOUREMENE:
I CONROLUAS SHWl BE WFAMER- OR SOL- MOBILIZE BASED THAT
AUTOMATCLLY ADA81S IRRIGATION N RESPONSE M CHANGES N PLANT
NEEDS AS WEARIER COMMIONS CHANGE.
b1 WIATHER41A5E0 CONTROLLERS W11110Ur INTEGRAL RAN SENSO" OR
cam TION SYSTEMS MAT ACCOUNT FOR LOCAL RAINFALL SHALL
HAVE A SEPARATE W1MED OR WIRELESS RAN SENSOR WHICH CONNECTS 00
COHAM14C'ATES V THE CCNBCLLERLS. SOIL MOISTURE BASED
CONTROL ERB ARENOT REALIRED IO HAVE RAN W 43M MW. (CALGIEEN
54.304.1)
21 AT ME TIME OF FINAL !INSPECTION. A MANUAL. COMPACT DBC, WEB&SED
REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE ENFORCING AGENCY
V44C H INCLUDES ALL OF THE FCLLON.NL' WALL BE PLACED N THE BUILDING:
(CALGREEN 14.410.11
a) DIRECTIONS TO THE OWNER OR OCCUPANT THAT ME MMUPLL WALL REMAIN
WITH ME SULD64G TMDIIGNOLT ME LIFE CYCLE OF ME SIRUCME.
DI OPERATION AND MNHRNANCE INSTRUCTIONS FOR ME FOLLOWING:
U EQUIPMENT AND APPLIANCES, INCLUDING WATER -MMM OWES AND
SYSTEMA MAC SYSTEMS. WATEBHEATM SYSTEMS AND OTHER MA"
APPLIANCES AND EQUIPMENT
11 ROOF AND YAM TANNAGE. INCLUDING GUTTERS AD DOWNSPOUTS.LISPACE CONDITIONING SYSTEMS NCl1DNAND G CONDENSERS AAR FILTERS.M L LANDSCAPE EIIGAIDN S SEMI.
NWATER RMSYSTEMS.
CI INFORMATION FROM LOC. UTUTY. WATER AND WAS" RECOVER/
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D A COR' OF ALL SPECIAL INSPECTION VEMFICADONS REQUIRED BY ME
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GARAGE AREA &
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