PMT17-01485 City of Menifee Permit No.: PMT17-01485
29714 HAUN RD.
rACCEL/> MENIFEE, CA 92586 Type: Residential Addition
MENIFEE
Date Issued: 05/11/2017
PERMIT
Site Address: 24089 DEPUTY WAY, MENIFEE, CA Parcel Number: 358-550-012
92584
Construction cost: $3,200.00
Existing Use: 1 &2 Family Residence Proposed Use:
Description of INSTALL CITY STD RETAINING WALL, 118'X 34",WITH 2 CITY STD 6'PILASTERS
Work:
Owner Contractor
NED ROUNGTREE VELASQUEZ LANDSCAPE
24089 DEPUTY WAY 29389 LEE LANE
MENIFEE,CA 92584 MURRIETA, CA 92563
Applicant MISAEL VELASQUEZ Phone: 9516347993 VELASQUEZ LANDSCAPE License Number: 983547
29389 LEE LANE
MURRIETA, CA 92563
Fee Description
aty Amount lS)
Building Pennit Issuance 1 27.00
Wall/Fence, standard 1 83.00
GREEN FEE 1 1.00
SMIP RESIDENTIAL 1 1.00
General Plan Maintenance Fee-Building 1 4.15
$116.15
The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and
specifications or from preventing builiding operations being carried on thereunder when in violation of the Building Code or of any other
ordinance of City of Menifee.Except as otherwise stated,a permit for construction under which no work is commenced within six
months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be
forfeited.
AA_Blog_Permit_Templalexpt Page 1 of 1
LICENSED DECLARATION CITY OF MENIFEE
property who builds or improves thereon,and who contracts for the projects
hereby affirm under penalty of perjury that I am under provisions of with a licensed contractor(s)pursuant to the Contractors State License Law).
Chapter9(commencing with section 7000)of Division 3 of the Business and O I am exempt from licensure under the Contractor's State License Law for
Professions Code and my license is in full farce and effect.
Jc the following reason:
License Class C^ License No. 5.I
By my signature below I that,acknowledge except for my personal residence
Expires — � Signature�i� 4 g P
in which I must have resided for at least one year prior to completion of
WORKER'S COMPENSATION DECLARATION improvements covered by this permit.I cannot legally sell a structure that I
D I hereby affirm under penalty of perjury one of the following declarations:I have built as an owner-builder If it has not been constructed in its entirety by
have and will maintain a certificate of consent of self-insure for worker's have contractors.I understand that a copy of the applicable law,Section
compensation,issued by the Director of Industrial Relations as provided for 7044 of the Business and Professions Code,is available upon request when
by Section 3700 of the Labor Code,for the performance of work for which this application is submitted or at the following website:
this permit is issued. Www.leginfo ca.gov/calaw html.
Policy# g11-3390
Date—
❑I have and will maintain worker's compensation insurance,as required by PROPERTY OWNER OR AUTHORIZED AGENT
section 3700 of the Labor Code,for the performance of the work for which D By my signature below I certify to each of the following:I am the property
this permit is issued.My worker's compensation insurance carrier and policy owner or authorized to act on the property owner's behalf.I have read this
number are: application and the information I have provided is correct.I agree to comply
Carrier with all applicable city and county ordinances and state laws relating to
Policy# Expires building construction.I authorize representatives of this city or county to
® enter the above identified property for inspection purposes.
(This section need not to be completed is the permit is for one-hundred
dollars($100)or less
Date
❑I certify that in the performance of the work for which this permit is issued, PROPERTY OWNER OR AUTHORIZED AGENT
I shall not employ any persons in any manner so as to became subject to the CITY BUSINESS LICENSE#
worker's compensation laws of California,and agree that if I should become
subject to the worker's compensation provisions of Section 3700 of the Labor HAZARDOUS MATERIAL DECLARATION
Code,I shall forthwith comply ith hose provisions. Will the applicant or future building occupant handle hazardous material or a
Applicant - /. 2CK/( Date mixture containing a hazardous material equal to or greater that the
WARNING:FAILURE TO SECURE WO
KER'S COMPENSATION COVERAGE IS yesamou Nolfied on the Hazardous Materials Information Guide?
UNLAWFUL,AND SHALL SUBJECTAN EMPLOYER TO CRIMINAL PENALTIES
AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS($300,000),IN Will the intended use of the building by the applicant or future building
ADDITION TO THE COST OF COMPENSATION,DAMAGES AS PROVIDED FOR occupant require a permit for the construction or modification from South
IN SECTION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES Coast Air Quality Management District(SCAQMD)?See permitting checklist
CONSTRUCTION LENDING AGENCY for guidelines
D Yes ❑No
I hereby affirm that under the penalty of perjury there is a construction Will the proposed building or modified facility be within 1000 feet of the
lending agency for the performance of the work which this permit is issued outer boundary of school?
(Section 3097 Civil Code)
❑Yes ❑No
OWNER BUILDER DECLARATIONS I have read the Hazardous Material Information Guide and the SCAQMD
I hereby affirm under penalty of perjury that I am exempt from the permitting checklist.I understand my requirements under the State of
Contractor's License Law for the reason(s)indicated below by the California Health&Safety Code,Section 25505 and 25534 concerning
checkmark(s)i have placed next to the applicable item(s)(Section 7031.5 hazardous material reporting.
Business and Professions Code).Any city or county that requires a permit to ayes No
construct,alter,improve,demolish or repair any structure,priorto its Date
issuance,also requires the applicant for the permit to file a signed statement PROPERTY OWNER OR AUTHORIZED AGENT
that he or she is licensed pursuant to the provisions of the Contractor's State EPA RENOVATION.REPAIR AND PAINTING iRRPi
License Law(Chapter 9(commencing with Section 7000)of Division 3 of the
Business and Professions Code)or that he or she is exempt from licensure The EPA Renovation,Repair and Painting(RRP)Rule requires contractors
and the basis for the alleged exemption.Any violation of Section 7031.5 by receiving compensation for most work that disturbs paint In a pre-1978
an Applicant for a permit subjects the applicant to a civil penalty of not more residence or childcare facility to he RRP-certified firms and comply with
than($500). required practices.This includes rental property owners and property
I,as owner of the property, managers who do the paint-disturbing work themselves or through their
P p rty,or my employee with wages as their sole employees.For more information about EPA's Renovation Program visit:
compensation,will do( )all of or( )portion of the work,and the structure is www.epa.goy/lead or contact the National Lead Information Center at
not intended or offered for sale.(Section 7044,Business and Professions 1-800-424-LEAD(5323).
Code,The Contractor's State License Law does not apply to an owner of a
property who,through employees'or personal effort,builds or improves the °An EPA Lead-Safe Certified Renovator will be responsible for this project
property provided that the improvements are not intended or offered for Certified Firm Name:
sale.If,however,the building or improvement is sold within one year of
completion,the Owner-Builder will have the burden of proving that it was Firm Certification No.:
not built or improved for the purpose of sale. ❑No EPA Lead-Safe Certified Firm is required forthis project because:
O I,as owner of the property am exclusively contracting with licensed
contractors to construct the project(Section 7044,Business and Professions
Code:The Contractor's State License Law does not apply to an owner of a
If your project dos not comply with EPA RRP rule please NII out the RRP
Acknowledgement
APPLICATIONBUILDING & SAFETY PERMIT/PLAN CHECK
Menifee
DATE O PERMIT/PLAN CHECK NUMBER Pt- 114 56
TYPE: O COMMERCIAL O RESIDENTIAL O MULTI-FAMILY O MOBILE HOME O POOL/SPA O SIGN
SUBTYPE: O ADDITION O ALTERATION O DEMOLITION O ELECTRICAL O MECHANICAL
O NEW O PLUMBING O RE-ROOF-NUMBER OF SQUARES Clty of Menito
DESCRIPTION OF WORK ati.L X �. Y opt.
201
PROJECTADDRESS a O,0°( Q U „(
ASSESSOR'S PARCEL NUMBER 2)M -!jCn-Q) pL LOT TRACT
OWNER NAME
ADDRESS
PHONE EMAIL
APPLICANT NAME
ADDRESS
PHONE EMAIL
ti
CONTRACTOR'S NAME OWNER BUILDER? OYES O
BUSINESS NAME
ADDRES
PHONE �� (.//,3g —r-R- S EMAIL
CONTRACTOR'S STATE LIC NUMBER �J7 LICENSE CLASSIFICATION
VALUATION$ SQ FT L SQ FT
APPLICANT'S SIGNATURE .n L45c DATE
_v e
DEPARTMENT DISTRIBUTION CITY OF MENIFEE BUSINESS LICENSE NUMBER
BUILDING PLANNING ENGINEERING FIRE GREEN SMIP
INVOICE
AMOUNT PAIDAMOUNT OCASH OCHECK# O CREDIT CARD VISA/MC
PLAN CHECK FEES PAID AMOUNT OCASH OCHECK# OCREDITCARD VISA/MC
OWNER BUILDER VERIFIED OYES O NO DL NUMBER NOTARIZED LETTER O YES O NO
City of Menifee Building&Safety Department 29714 Haun Rd. Menifee, CA 92586951-572-6777
www.cityofinenifee.us Inspection Request Line 951-246-6213
-- - ----------t.
�—_ City of Menifee ' V 0
Building & Safety Dept. ; ` C4
. ? u
I MAY 1 1 2017
i
Received ( E
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J mo<CITY OF MENIFEE
t !f I(
{ 7 { BUILDING AND SAFETY DEPARTMENT
` ` I PLAN APPROVAL
t� REVIEWED BY U
DATE W �
`Approval of these plans shall not be construed to be a permitft;:oran
approval of,any violation of an provisions of the federal state or ciLL
y P tY '��• L.L..
regulations and ordinances. This set of approved plans must be kept on the ``• K
jobsite until completion. j Q
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TYPE 1: 6" TOE oQ pQRse�DpSG1 TYPE 2: 6" HEEL PIaDRs°opE
1 sESP�y1MP1' 2 @ZPe�e;ONS�
is SEE TABLE O GGRADEE E BADE City of Menlfee 1 IF LEVEL GRADE
—�—� Building tit Safety Dep ;� � SEE TABtE FOR LEVEL GRADE
#4 HORM ATTOP COURSE #4 HORM AMP COARSE
MAY .➢ 1 ?01+
#4 HORMONrAL REBAR AT 24"ON CENTER NYY=
R'VJ^^eIved #4 NORM AT 24"ON CENTER
Y-BARS B"CONCRETEBLOCK P 1
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2-3/4"mAIC WMSHOV.mITo SCALE)
2-3/4"MPX
#4 NORM AT 24"ON CENTER #4 HORM AT24"ON CENTER
#2MEB
3 tw. ! 3"nvx.
IIII "H1" : 6" "H1„
•:•' DRAINAGESYS. (ITBLOCK) DRAJuGESYS. (12"BLOCK)
FINISH -SEE NOTE$ -SEENom 5
GRADE 111'_ FINISH
GRADE
IIIL=WI ) :=1111_IIII � � L: �IIII
16-min X-BARS
12" 16"min
12
X-BARS Z-BARS
Z-BARS "K" HORIZONTAL
#4 "K"
gEIIARSgppS HORI20NTAL
�I REpgRB
TYPE 1: 6" TOE
GRADE ••H" "HI" W•' % BARS Y BARS ZAARS
CONDITION (WALL HEIGHT) (12^BLOCK) (FOOTING WIDTH) ,(KEY DEPTH).
5-1"to 6'-". 24" 69" #4 @ 16" 1 N4 @ 32" #4 @ It- 30•'
SLOPING GRADE 4 1'•to 5'-0' N/R dB" #4 @ 16" #4 16"
AT TOP OF WALL S'-1-to 4'.0" N/R
(2:1 MAX)- UP to 3'-0" NIR 18"
5'-1"to 6'-0" 24" 45" #4 @ 24" p4 32" #4 24" B••
LEVEL GRADE 4'-1"to 5'.1., 111 36" p4 @ 24^ p4 @ 24" #4 @ 2d" T••
AT TOP OF WALL 3'.1"to 4'-0" NIR 24" #4 @ 02'• #4 @ 32" #4 @ 32" 5"
UP to 3•-0" N/R 1 21" 04 @ 32" 94 @ 32" N4 @ 32" MIR
TYPE 2: -6" HEEL.
GRADE "H" "Hi" "W" ' % BARS YBARS ZBARS "K"
CONDITION. --.(WALL HEIGHT) .(12"BLOCK) (FOO.TING.WID TH(
(KEY DEPTH)
5'-1^to 6'-p" 24^ 39" 94 @ 16^ #4 32" #4 12" 21"
SLOPING GRADE4'.1"10 1'.0" NIR 29" 94 @ 16" N4 @ IS" #4 @ 12" 32'•
AT TOP OF WALL
(2:1 MA'%),. UP to 3'-0" NIR 16" #4 @ 32"
S.-1"to 6'.0" 24" 33" #4 @ 24•• #4 @ 32•• #4 z<- �•:. F ENIFEI
LEVEL GRADE 4'-1"to 1.-01• NIR 26" p4 24" #d @ 24" pd @ 24" 3••
AT TOP OF WALL 3'-1"to 4'-0" NIR TO^ #4 @ 32" 14 @ 32" #4 @ 32" IN AND
UP to 3'-0'• N/R 20" pd @ 32^ #4 @ 3T" #4 @ 32^ NIR
N/R = NOT REQUIRED AP ROVAI
'SEE PAGE 2 FOR ADDITIONAL INFORMATION' WESTOM RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
DISCLAIMER: ` ` CITY OF MENIFEE
ALTERNATE RETAINING WALL DESIGNS MAY ENIFE BUILDING DEPARTMifigfi'NIEW B
BE POSSIBLE WHEN PROVIDED WITH AN
ENGINEERED ANALYSIS. USE OF THIS RETAINING WALLS
STANDARD DESIGN IS AT THE USER'S RISK �"'
AND CARRIES NO IMPLIED OR INFERRED *A nj th Se plans sha
GUARANTEE AGAINST FAILURE OR DEFECTS. 1 (951)672-6777 29714 HAUN ROAD.MENIFEE,CA4f@ Of,am violation of;
FAX(951)679-3843 y24/2014 1 WWyy,CITYOFMENIFEE.US(rekUtAnPaM Idinances.
jobsite until completion,
GENERAL NOTES:
1)ALL WORK SHALL CONFORM TO THE ADOPTED CODES AND ZONING REGULATIONS.
2)CONCRETE BLOCK MASONRY SHALL COMPLY WITH THE FOLLOWING:
A. CONCRETE MASONRY SHALL CONFORM TO ASTM C-90,GRADE-N.
B. MORTAR:TYPE M OR S.
C. GROUT ALL CELLS W/2000 PSI PORTLAND CEMENT GROUT.
3)THE ULTIMATE COMPRESSIVE STRENGTH REQUIRED FOR FOUNDATION CONCRETE SHALL BE 2500 PSI.
4)ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE ASTM A615-40 AND OVERLAP SPLICES SHALL
BE40 BAR DIAMETERS MINIMUM. ALL REBAR HOOKS SHALL BEA MINIMUM OF 12TIMESTNE REBAR
DIAMETER(12bd) IN LENGTH,
5)PROVIDE RETAINING WALL DRAINAGE SYSTEM AS FOLLOWS:
PROVIDE 1 CF/FT OF CLEAN COARSE GRAVEL WITH 4"DIAMETER PERFORATED PVC DRAINAGE PIPE WITH
1%GRADIENT TO DRAIN - OR OMIT HEAD JOINTS IN FIRST COURSE.
6)OPTIONAL:INSTALLATION OF MOISTURE BARRIER ON THE FILL SIDE OF THE WALL WILL HELP TO
PREVENT MOISTURE FROM PENETRATING THE VISIBLE SIDE OF THE WALL, RESULTING IN
DISCOLORATION.
7)THIS RETAINING WALL STANDARD IS NOT DESIGNED TO SUPPORT SURCHARGE LOADS FROM MOTOR
VEHICLES OR OTHER STRUCTURES.
8) CLEANOUTS SHALL BE PROVIDED FOR ALL GROUT POURS OVER 5 FEET IN HEIGHT. WHERE REQUIRED,
CLEANOUTS SHALL BE PROVIDED IN THE BOTTOM COURSE AT EVERY VERTICAL BAR AND SHALL BE
SEALED AFTER INSPECTION AND BEFORE GROUTING.
REQUIRED INSPECTIONS•
1) FOOTING;
EXCAVATION TRENCH CLEAN WITH STEEL IN PLACE AND SUPPORTED 3"ABOVE AND AWAY FROM THE
SURROUNDING EARTH/DIRT.
2)REBAR/PRE-GROUT AND DRAINAGE SYSTEM;
BOND BEAM REBAR AND VERTICAL REBAR IN PLACE-INSPECTION PRIOR TO PLACING GROUT,
DRAINAGE SYSTEM COMPLETE.
3)FINAL;
AFTER GROUT IS PLACED AND BACKFILL COMPLETED-PRIOR TO ANY DECORATIVE CAP PLACEMENT.
SETBACK FROM TOP OF SLOPE* DESIGN PARAMETERS-
ALL FOOTINGS ADJACENT TO SLOPES TO BEAT ACTIVE SOIL PRESSURE(PSF)
LEAST 5'TO DAYLIGHT AS SHOWN BELOW. LEVEL BACKFILL =30
E92 SLOPING(2:1 MAX) =43
PASSIVE SOIL BEARING(PSF) =150
IIII COEFFICIENT OF FRICTION =0.25
ALLOWABLE SOIL BEARING PRESSURE(PSF) =1500
—_� :a: 2:1 MAX.SLOPE (NO INCREASES TAKEN FOR DEPTH OR WIDTH OF FOOTING)
IW :•11-111=fill=_ r/
5 MIN. <9 (FETY DEPARTMENT
T 0,
BOTTOM
OF FOOTING
WESTERPIRrvER9ioHCOUNPYC U ITY PROGRAM
DISCLAIMER: `" `�^ C o Ni
ALTERNATE RETAINING WALL DESIGNS MAY �' BUi PARTMENTDATE
BE POSSIBLE WHEN PROVIDED WITH AN ENIFE
ENGINEERED ANALYSIS. USE OF THIS ,;,y,�,,.� �('q'�(fN(�
STANDARD DESIGN IS AT THE USER'S RISK ``�-�� %breC�rl$[r)Qj hoQEpU- mltior,oran
AND CARRIES NO IMPLIED OR INFERRED rnv�SIU
GUARANTEE AGAINST FAILURE OR DEFECTS. (9506726777 29-7 4ygUNBono, E IFEE,,3 8
on thd
FAX(951)679-3843 y2q�20,q yry�N GDyOFMENIFEE.US I PAGE20F2
TOP VIEW City of Menifee
FOOTING Building & Safety Dept. I I
v:•:":.,! BLOCK
MAY 11 2017
27" GROUT �.p
STEEL REBAR Recelvec9 ---�__
J REBAR I I 0
PLACEMENT
�• z7' ILLUSTRATION W
SECTION VIEW
LL
O
BLOCK
(12"X 12"OR 16"X 16') -
I I
SOLID GROUT
I I
6' "'• (4)-#4 REBAR CITY ""' g�NIF -E r�/I
MAX (ONEAT EACH CORNER/ ((BUILDII� bND S .Ix Fbl T
ALL FOOTINGS ADJACENTTd ' AP ROV L J
SLOPES TO BE AT LEAST 5'TO _ _ T
DAYLIGHT AS SHOWN BELOW. - -----
REVIEWE BY -I
jili MIN 24" D E f�
REBAR c?. _ ....
1
I` OVERLAP u.......;.,, a°oa °I pro val of thes plans : e construe to be' or-aca
GRADE _ BOTTOM-' 4oval of,any vio ny provisions of federal,s city
4 = — FOOTING 1 5 Millations and ordinances. This se s must be kept on the
FOO GREBNESHALL LIMIT FR completion,
2()'
HAWANN.E"LANG I.PILASTER SPACING SHALL NOT EXCEED 20 FT.WHEN OTHER INFILL FENCING
HOOKMOA MIN. IS ATTACHED.
16" coNCREIE cow of 3", 2.ON LY OPEN TYPE FENC ING(SUCH AS WRO UGHT IRON)MAY BE ATTACHED TO
PILASTERS. SOLID TYPE FENCING MAY NOT BE ATTACHED TO PILASTER.
3.GATES AND DOORS ATTACHED TO PILASTER ARE LIMITED TO 200#MAX.
WEIGHT AND 4 FT.MAX.WIDTH PER PILASTER.
4.THIS PILASTER DESIGN IS INTENDED TO BE USED ONLY ASA FENCING
FEATURE AND IS NOT INTENDED TO SUPPORT ANY OTHER LOADS.
CHECK WITH THE BUILDING DEI PARTMENT 5.FENCE HEIGHTS ARE REGULATED-CONSULT ZONING REGULATIONS BEFORE
BEGINNING CONSTRUCTION.
TO VERIFY IF A BUILDING PERMIT IS REQUIRED 6.INSTALLATION OF ELECTRIC CIRCUITS,CONDUITS,OR LIGHTING FIXTURES
WHEN A BUILDING PERMIT IS REQUIRED, REQUIRE ELECTRICAL PERMITS AND INSPECTION.
THE FOLLOWING INSPECTIONS ARE ALSO REQUIRED: 7.FOOTINGS TO BE PLACED IN UNDISTURBED SOIL OR PROPERLY COMPACTED
1)FOOTING;EXCAVATION TRENCH CLEAN WITH STEEL AND ENGINEERED FILL
IN PLACE AND SUPPORTED 3"ABOVE AND AWAY FROM 8.FOR DESIGN PARAMETERS,SEE FREESTANDING BLOCK WALL srANDARD.
THE SURROUNDING THE EARTH/DIRT. WESTERN RIVERSIDE COUNTY CODE UNIFORMTIYPROGRAM
2)REBAR/PRE-GROUT; VERTICAL REBAR IN PLACE-
INSPECTION PRIOR TO PLACING GROUT. CITY OF MENIFEE
3)FINAL;AFTER GROUT IS PLACED-PRIOR TO ANY BUILDING DEPARTMENT
DECORATIVE CAP PLACEMENT. ENIFE
DISCLAIMER: i MASONRY PILASTER
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 IMPLIED OR INFERRED (951)6726777 29714 HAUN ROAD,MENIFEE,CA 92586
GUARANTEE AGAINST FAILURE OR DEFECTS.
FAX(951)679-3843 12/24/2014 1 W W W.CRYOFMENIFEE.US PAGE I OF I