PMT16-02959 City of Menifee Permit No.: PMT16-02959
29714 HAUN RD.
't;�CCIELA> MENIFEE, CA 92586 Type: Residential Addition
MENIFEE Date Issued: 09/07/2016
P E R M I T
Site Address: 28732 ESCALANTE RD, MENIFEE, CA Parcel Number: 351-271-002
92587 Construction Cost: $7,500-00
Existing Use: 1 &2 Family Residence Proposed Use:
Description of CONSTRUCT 5'X 36 L FT CITY STANDARD RETAINING WALL, 12'X 12'LATTICE CITY STANDARD
Work: PATIO COVER,25 L FT ELECTRICAL CONDUIT FOR FUTURE USE
Omer Contractor
CHRISTOPHER KEELER A CUT ABOVE CONSTRUCTION POOLS&
28732 ESCALANTE RD LANDSCAPEINC
MENIFEE, CA 92587 26025 NEWPORT ROAD#A533
Applicant Phone:8007007754
COLE YOUNG License Number:672202
A CUT ABOVE CONSTRUCTION POOLS&LANDSCAPE INC
26025 NEWPORT ROAD#A533
MENIFEE,CA 92584
Fee Description P-ty Amount f$
Building Permit Issuance 1 27.00
Wall/Fence,standard 1 83.00
DeGk/Patio,standard 1 83.00
Inspections not specified 116 116.00
GREEN FEE 1 1,00
SMIP RESIDENTIAL 1 1.00
General Plan Maintenanre Fee-Building 1 14.10
$326.10
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 bulliding operations being carried on thereunder when in Violation of the Building Code or of any other
ordinance of City of Menif6ii.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_Bldg_Perrnft-Template.rpt Page 1 of 1
CITY OF MENIFEE
LICENSED DECLARATION property who builds or improves thereon,and who contracts for the projects
I 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 ci I am exempt from licensure underthe Contractor's State License Law for
Professions Code and my license is in full force and effect. the following reason:
License Class '�. C-2? C--f?4Licen 'o. (72 2-o1_ By my signature below I acknowledge that,except for my personal residence
'2-t-2-811 1B Sig, -- 4 in which I must have resided for at least one year prior to completion of
Expires lature
_V improvements covered by this permit.I cannot legally sell a structure that I
n N
WORKER'SCOMP-- ---'--'DECLARATI N have built as an owner-builder if it has not been constructed In its entirety by
ci I hereby affirm under penalty of perjury one of the following declarations:I licensed contractors.I understand that a copy of the applicable law,Section
have and will maintain a certificate of consent of self-insure for worker's 7044 of the Business and Professions Code,is available upon request when
compensation,issued by the Director of Industrial Relations as provided for this application is submitted or at the following website:
by Section 3700 of the Labor Code,for the performance of work for which www.leAinfo.ca.gov/calaw.html.
this permit is Issued.
Policy# Date
PROPERTY OWNER OR AUTHORIZED AGENT
b(Phave and will maintain worker's compensation insurance,as required by y my signature below I certify to each of the following:I am the property
section 3700 of the Labor Code,for the performance of the work for which 0"
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
with all applicable city and county ordinances and state laws relating to
Carrier 7,4TLI- rruNti building const ion.I authorize representatives of this city or county to
Policy# 9t)7—qft� Expires o i enter the a id ntified property for inspection purposes.
7�. -------I/
(Thissection need notto be completed is the permitis forone-hundred �7 Date
dollars($100)or less PAOKN OWNER OR AUTHORIZED AGENT
o I certifythat in the performance of the work forwhich this permit is issued,
Isballnotempi any persons in any manner so as to become subject to the CITY BUSINESS LICENSE#
worker's compensation laws of California,and agree that if I should become HAZARDOUS MATERIAL DECLARATION
subject to the worker's compensation provisions of Section 3700 of the Labor
Code,I shall forthw' mply with those provisions. Will the applicant or future building occupant handle hazardous material or a
Applicant M --- Date mixture containing a hazardous material equal to or greater that the
_.Lz f:v amounts s ecified on the Hazardous Materials Information Guide?
WARNING:FAIARE TO SECURE WORKER'S COMPENSATION COVERAGE IS o Yes XNo
UNLAWFUL,AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES Will the Intended use of the building by the applicant or future building
AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS($100,0001,IN occupant require a permit for the construction or modification from South
ADDITION TO THE COST OF COMPENSATION,DAMAGES AS PROVIDED FOR Coast Air Quality Management District(SCAQMD)?See permitting checklist
IN SECTION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES for guidelines
CONSTRUCrION LENDING AGENCY o Yes P"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 a school?
(Section 3097 Civil Code) ci Yes/No
OWNER BUILDER DECLARATIONS I have read the Hazardous Material Information Guide and the SCAQNID
permitting checklist.I understand my requirements under the State of
I hereby affirm under penalty of perjury that I am exempt from the CaliforniaH lth&Safyy Code,Section 25505 and 25534 concerning
az Ou! Zterial _rti
Contriictor's License Law for the reason(s)indicated below by the h z ;m
checkmark(s)I have placed next to the applicable item(s)(Section 7031 Z"ia a ees .No
Business and Professions Code).Any city or county that requires a pem;,"t to Dateci- 2-- 14
construct,alter,improve,demolish or repair any structure,prior to Its PROPERTY�PAR OR AUTHORIZED AGENT
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 d REPAIR AND PAINTING(RRPI
License Law(Chapter 9(commencing with Section 7000)of Division 3 of the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors
Business and Professions Code)or that he or she is exempt from licensure receiving compensation for most work that disturbs paint in a pre-1978
and the basis for the alleged exemption.Any violation of Section 7031.5 by residence or childcare facility to be RRP-certified firms and comply math
an Applicant for a permit subjects the applicant to a civil penalty of not more required practices.This includes rental property owners and property
than($500). managers who do the paint-disturbing work themselves orthrough their
a 1,as owner of the property,or my employee with wages as their sole employees.For more information about EPA's Renovation Program visit:
compensation,will do( I all of or( I portion of the work,and the structure is www.epa.gay/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 o An EPA Lead-Safe Certified Renovator will be responsible forthis project
property who,through employees'or personal effort,builds or improves the
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 Firm Certification No.:
completion,the owner-Builder will have the burden of proving that it was
not built or improved for the purpose of sale. o EPA Lead-Safe Certified Firm is required forthis project because:
o 1,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 does not comply with EPA RRP rule please fill out the RRP
Acknowledgement.
& SAFETY PERMIT/PLAN CHECK APPLICATION
Wenifee
DATE -71 PERMIT/PLAN CHECK NUMBE�R _TKO' 001
TYPE: 0 COMMERCIAL 0 RESIDENTIAL 0 MULTI-FAMILY 0 MOBILE HOME 0 POOL/SPA 0 SIGN
SUBTYPE: &ADDITION OALTERATION 0DEMOUTION OELECTRICAL OMECHANICAL
ONEW OPLUMBING 0 RE-ROOF-NUMBER OF SQUARES_
DESCRIPTION OF WORK �,j E
Le,_V-� W00A I w-TIO cov-er
PROJECTADDRESS 2- 8-732- ry�a-r4ce- I CA lz5e-7
ASSESSOR'S PARCEL NUMBER '5'::) 1 _ gL'71-00,�I" LOT 011 TRACT ;�D_153vo
OWNER NAME �<cp_Aer
ADDRESS ZRM Err-c-1cis- P,,cL MQYJe-,_, Q_N �Z50
PHONE 9 S-1 90 6 o EMAIL
APPLICANT NAME Y6Qnj
ADDRESS 2(,()-Zj Nt4,j peor-1 F-C)t A me�k�gc C I%
PHONE 151 �V ? 'A ()(�0 EMAIL
CONTRACTOR'S NAME vt A Abw,� C,,(i L_,,,,k)A0W`NERBUILDER? 0 YES No
BUSINESS NAME 4
ADDRESS
PHONE 7_0 EMAIL
CONTRACTOR'S STATE LIC NUMBER 2 2�,0-2_ LICENSE CLASSIFICATION
VALUATION $ I S SO FT L SO FT
APPLICANT'S SIGNATURE /�� DATE
DEPARTMENT DISTRIBUTION CITY OF�%E NSE NUMBER
BUILDING PLANNING ENGINEERING FIRE GREEN SMIP
INVOICE
T PAID AMOUNT
AMOUN 0 CASH 0 CHECK# OCREDITCARD VISAIMC
PLAN CHECK FEES PAIDAMOUNT 0 CASH 0 CHECK# 0 CREDIT CARD VISA/MC
OWNER BUILDER VERIFIED 0 YES 0 NO DLNUMBER NOTARIZED LETTER 0 YES 0 NO
City of Menifee Building&Safety Department 29714 Houn Rd. Menifee, CA 92586 951-672-6777
www.cityofmenifee.us Inspection Request Line 951-246-6213
XT�UDBLCCMNGRtOUREDFOR 2)(2 OR=4 e3P O.C.MIN.SPACING
�SOUDPATIOCV I-ATTICEOR'h'NOMINAi-PLMOOD RAFTERSP�ACING: ROOFSLOPE'U'PERFOOTMIN.
IGITOENAIL-STOHI=CM"=s SEET"LE ED(3ENAI-PLWIOODW/W
OR EOUA-FR
SIMPSONI-12(OREQUA-)
SIMPSON(OREQUAi-) HURRICA14ECLIPSetIl'O.C.
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KNEEBRACE: ---------- OR 1UNAI-$
CI-EARANCE: SEEFIRAMING
V-11"MIN. DETAILS(PG.Z �FTIKRSPAN IITSIZESEETAETLE-A�
S.-W EXISTING WOOD
--------------------------------- STUD WA�
�IcAi- COLUMNE!IASE-USE
POsaTi SIMPSONCB�.P� 3-12"CONCRETE
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0 MFG SPECS
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"4POST
W 1,ST
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0
DWOOD:
MNCRI�EAN
57'
FC)071NGSI�
�Tmm-cr
FRONT VIEW --------------------------------------- SIDE VIEW
TABLE T'Ayl TABLE TTBTT TABLE TYCIT TABLE IT Dwy
RAFTER SPANS HEADER SIZE & SPANS FOOTING SIZE LEDGER
(DOUGLAS FIR#2 OR BETTER) (DOUGLAS FIR#2 OR BETTER) BOLTING
SIZE SPACING SPAN RAFTER HEADE BASED ON 1000 ALL LAG BOLTS
SPAN i-.s.F. SOIL BEARING SHALL HAVE '14"
SPAN SIZE PRESSURE. PRE-DRILLED
HOLES-(SEENOTE2)
2x4 1211 O.C. 91-101, --8!-0" MAX 4-X-6 1 SIT SQ.X 12" DEEP - 3/8" DIA. X 5"
16" O.C. B'- I I I' UPTO 1 01�0 7 4X�8 I SQ.X 12" DEEP
4M LONGAT16"
24" O.C. 7'-8" 121-011 12'-WLMAX lerx-1 0 1 SIT SQ.X 12" DEEP O.C.
32" O.C. 6'-3" 141-011 MAX 4 x 12 1 BIT STAGGERED
12" O.C. 151-4" 12'�l IT 4 x a 24"SQ.X 12"DEEP (2) 3/8" DIA X 5TI
T N
16" O.C. 13'-9" 0 MAX 4X10 24"SQ.X 12"DEEP LONG AT 16"
GT'O.C. 1 1'-3'1) P2 AXX 4x 12 24"SQ.X 12"DEEP
201�0 M 0 c
32"O.C. *9'-7" IF14'-O;' MAX 4X 14 24"SQ.X 12" DEEP
x 12"O.C. 20T_011
16"O.C. 18'-2" NOTES:
1 OTI 1. TWO 2X MEMBERS MAY BE SUBSTITUTED FOR ONE 4X HORIZONTAL
24" O.C. 14'- FRAMING MEMBER.
32 IT O.C. 12'-SIT 2. LAG BOLTS MUST FULLY ENGAGE A WOOD STUD OR RIM JOIST AND BE
2x10 1211 O.C. 20'-0" PROVIDED WITH APPROPRIATE WASHERS. LAG BOLTS SHALL BE LOCATED A
161, O.C. 20'-0" MINIMUM OF 1-1/2"FROM THE TOP OR BOTTOM OF TH E LEOGgRy of Menifee
24" O.C. 18'- 1 1" Building & Safe% Dept.
32" O.C. 16'-2" 3. NOT DESIGNED TO BE ENCLOSED-ADDITIONAL ENGINEERING ANALYSI WILL
BE REQUIRED IF ENCLOSED.
tTry Ift-KASUR - 4. SEE PAGE 2 OF 2 FOR CONSTRUCTION DETAILS. SEP 0 7 2016
7= -2
n FI: 3::
BUQ - DEMENERR:
A-y ALTERNATE PATIO DESIGNS MAY BE POSSIBLE WHEN FQ9199"MinFAIN
TYLAr 3?&jTh51Fhxj
ENGINEERED ANALYSIS. USE OF THIS CONVENTIONAL STANDARD DESIGN IS
AT THE USER'S RISK AND CARRIES NO IMPLIED OR INFERRED GUARANTEE
48" O.C. '-3 IT AG!AIVST FAILURE OR DEFECTS.
4x8
REVI FUVERSIDE COUNrY CODF UNFORWff PROGRAM
48" O.C. 14'- 10" CrrY OF MENIFEE WOO
TR*§P4 BUILDING DEPARTMENT
MI .P PPANtrued to be a perfrIft Or,Or NIF
*Approval[ on LAT-nCE PATIO
approval of the federal,state Or ci PATIO COVER STANDARD
regulationTand,wdinances. This set of approved plans must bi kept one
jobsite 1:�til completion. (951)672-6777 29714 HAUN ROAD,MENIFEE,CA 92586
FAX(951)679-3843 1 2/24/2014 1 �.C�OFMENIFEEMS PAGE I OF 2
KNEE BRACE DETAIL AT END POSTS LEDGERATTACHME
(REQUIRED WHEN RAFTER SPAN EXCEEDS 12 FTJ DETAI
24" 14" EXISTING
ROOF
E107
C�G
F
M�00DATG" 3/8"X 5"
��E
DCATLEMER LAG
L'
BOLTS
A-L EAS�ING
4V BRo%CMCONNECTI�
STUDS
4x4BRACE
RAFTER
(0�4—-- 7
OVED JA
i -PR DIST
4.4 —4" 0 APPROVED JOIST
P0� — 4x4 P0ST A A HANGER -.EDGER
NINJ
SECTION A-A NOTES'
T I-USE A CONTINUOUS�L.EDGER-SAME DEPTH
lNoTcK
1-1/2 AS RAFTER OR LARGER
op-noN I 0P`nON2 2.SEETABI-.E'�D*FOR BOLTING REQUIREMENTS
INVERTED HEADER DESIGN OPTION (LATncE ONLY)
TWO 1/2"DIA.THRU-SOLTS
(W/WASHERS). PER
CONNECTION AS SHOWN
0 FOR HEADERS OR RAFTERS-
0 TWO 2X MEMBERS MAY BE
SUBSTITUTED FOR ONE 4X
MEMBER. SEE TABLES "A" &
"B"FOR SPAN LIMITS
NOTE� KNEE BRACING REQUIRED
WHEN RAFTER SPAN
EXCEEDS 12 FEET
2X FASCIA (OVERHANG) ATTACHMENT- LATTICE ONLY
OPTION I OPTION 2
RAFTERS ORPRE-FAB.ROOFTRUSSES
�4 LEDGER W/20d NAILS OR 114"CIA.X 4" �60RLARGERRAFTERS
LONG LAG BOLTS 032.'O.C.
�STRUTW/O)BdTOENAILS SIMPSONA-35OR
FROMSTRUTTOLEDGER EQUALANCHOR
(2)16d NAILS IvI 2X FASCIA
A-350REQUALANCHOR
ZX FASCIA JAI APPROVED
APPROVED JOIST HANGER JOIST HANGER
OR2X4
PATIO RAFTERS i PATIO RAFTERS
A�--SEE TABLE"A' SEETABLE"A"
30"MM PA'nORAFTERSPM wl FAMO RAFTER SPAIN
FTERS 0
RPR
4
'FAB ROOF
R W/2
T
W
RU
N
SS
E A'
LONG LAG 50L
0
TS 32 "4"CIA X 4 =SCR LARGER RAFTERS
S UT L MPS 3
TR W/(3)Sd TOENA` S SI ON A 5 OR
FR ,�Rr To LEDGER EOULANHo'
IVI 'AS"A
JAI APPROVED
JOIST HANGER
(Z 1 B"NAILS LAN OR 4"
A35 OR EDUA CHO'
�FASCIA
APPROVED JOIST HAW
A
30";�� PAUO�SPAIN
0
VERHANG SIFOR LAM MAX BPoR L.Ayncix4l
COVER �—OVEFIHANG--'� COVER
WEsTmmR gwpE CourwryCorw UNiFoRmrrY PROGRAM
I
CrrY OF MENIFEE
NOTE: VERIFY STRUCTURAL SOUNDNESS OF ROOF
RAFTERS FOR DECAY OR TERMITE DAMAGE, BUILDING DEPAWMENT
AND REPLACE NTH LIKE MATERIALS AS
NEEDED, AFTER CONSULTATION WITH THE PATIO COVER STANDARD
BUILDING DEPARTMENT.
(951)672-6777 29714 HAUN ROAD,MENIFEE,CA 92586
FAX(951)679-3843 2/2A/2014 I �.C�OFMENIFEE-US I PAGE 20721
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IF LEVEL GRADE IF LE
[1U=LjjEz SEE TABLE FOR LEVEL GMIDE lljj�[[U= SEE TABLE FOR LEVEL GRADE
city of menifee
#4HORIZATTOPCOURSE zi #4 HORM ATTOP COURSE
Building & safety DePt-
#4 HoRaoNTAL.REem AT 2,F'ON CENTER SEP 0 7 20`16
#4 HORM AT 24"ON CENTER
CI1Y OF ME1 E
8"CONCRETE BLOCK
Received
r
B W1 010 FgTY DEPARTMENT
CONCRETE BLOCK "H" Y-BARS
4—2-3/4"�.(NOT SHO.TO SC�
APPR 11-- 2-3/4"mAx.
#4 HORM AT 24"ON CENTER —#4 HORIZ AT 24"ON CENTER
121, 3"
I
RE VIEW
IH1- DATE "Hl"
BLOCK) NA�ESYS (17BLOCK)
DRAI S
(12
NOTE
.=Y
NISH FINISH
for,or an
'Ap;r 5 hi
gldff be a perm
appr)%z V10 Ion OT nyr.��,,'MosufineTell ral state or c y X-BAPES
I 161'mIn T
regulati nsUd rdina sset",fap r la smustbeke tonthe 12"
jobsit ZBARS
X-BARS—
Z-BARS—
TYPE 1: 6" TOE
GRADE "H" X BARS Y BARS ZBARS "K"
CONDITION (WALL HEIGHT) (12" BLOCK) (FOOTING WIDTH) (KEY DEPTH)
5-I"to I..1.. 24" 11.. #4 @ 16" 04 32" 04 11"
SLOPING GRADE 4--1"to .-11. NIR 41" #4 @ 16" #4 Is" #4 12" 21"
AT TOP OF WALL 3-- 1"to 4--1" NIR 31" #4 @ 32" #4 32" 94 32" 161. woo
(2:1 M A X) Up to 3--0" NIR IV 94 @ 32" 04 @ 32" 94 32" 1..
S.-I" to .-1.. 24" 45" 94 @ 24" #4 0 32" #4 24" 1..
LEVEL GRADE 4'.1" to 11.-11. NIR 36" #4 24" #4 @ 24" #4 24" 7"
AT TOP OF WALL 1 4 0 NIR 24- #4 @ 32" �;4 S" 0
P Io03 NIR 21" 1! .1 @ 32" It 212�� 71p
GRADE "H" "111" TYPE 2 1 6" HEEL X BARS Y BARS ZBARS "K"
CONDITION (W ALL HEIGHT) (12" BLOCK) (FOOTING WIDTH) (KEY DEPTH)
5�m irl to 61�Oil 24" #4 Q Is" #4 Q 32" #4 @ 12" 21"
SLOPING GRADE 4--1-to 5'.0" NIR 21" 94 Q Is" #4 @ 16" #4 @ 12" 22"
AT TOP OF WALL 1,-11. to 4--0" NIR 24" #4 @ 32" #4 @ 32" #4 @ 32" 11..
(2:1 M A X) Up to 3--0- NIR is" 04 @ 32" 04 @ 32" 04 @ 32" 11.
5'-I-to 6..01. 24" 11.. #4 @ 24" N 4 @ 32" N4 @ 24" 11..
LEVEL GRADE 4'.1"to 1.-11. NIR 26" #4 @ 24" #4 @ 24" 04 @ 24" 13..
AT TOP OF WALL 4*-0" WR 201, 04 @ 32" 04 @ 32-
H�l 1"to03 0 NIR 21 #1! ZI 14 @ 32 #4 @ 32
NIR NOT REQUIRED
*SEE PAGE 2 FOR ADDITIONAL INFORMATION* AnEsTERN Rwmsim COUNTY CODE UNIFoRmrrY PRIOGRAm
CITY OF MENIFEE
DISCLAIMER: BUILDING DEPARTMENT
ALTERNATE RETAINING WALL DESIGNS MAY
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 r 0511)672-6777 29714 HALIN ROAD,MENIFEE,CA 92566
GUARANTEE AGAINST FAILURE OR DEFECTS. I
IFAX(951)679-3843 1 ��/2014 1 VVVVVV.CITYOFMENIFEE.US I PAGE I OF 2
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,Gi 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 12 TIMES THE REBAR
DIAMETER(121 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%GRADIENTTO DRAIN - OR OMIT HEAD JOINTS IN FIRST COURSE.
6)OPTIONAL: INSTALLATION OF A MOISTURE BARRIER ON THE FILL SIDE OF THE WALL WILL HELP TO
PREVENT MOISTURE FROM PENETRATING THE VISIBLE SIDE-bF THE WALL,RESULTING IN
DISCOLORATION.
7)THIS RETAINING WALL STANDARD 15 NOT DESIGNED TO SUPPORT SURCHARGE LOADS FROM'MOTOR
VEHICLESOR OTHER STRUCTU RES.
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 INSPEC-nONS:
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 PRIORTO PLACING GROUT.
DRAINAGE SYSTEM COMPLETE.
3) FINA
AFTER GROUT IS PLACED AND BACKFILL COMPLETED-PRIORTO ANY DECORATIVE CAP PLACEMENT.
SETBACK FROM TOP OF SLOPE: DESIGN PARAMETERS:
ALL FOo-i ADJACENT TO SLOPESTO BEAT ACTIVE SOIL PRESSURE(i
LEAST 5'TO DAYLIGHT AS SHOWN BELOW. LEVEL BACKFILL 30
SLOPING(2:1 MAX) =43
[wig
PASSIVE SOIL BEARING(i =150
Im
:=Im
COEFFICIENT OF FRICTION 0.25
ALLOWABLE SOIL BEARING PRESSURE(PSF) =1500
MUN
1[1 2:1 M� S�OPE (NO INCREASES TAKEN FOR DEPTH OR WIDTH OF FOOTING)
=im-=n AL-�
5 !N�
' Mil
BOTTOM
OFFOOTING
WESTERN RIVERSIDE COUNTY CODE UNTFORJMITY PROGRAM
CITY OF MENIFEE
DISCLAIMER: BUILDING DEPARTMENT
ALTERNATE RETAINING WALL DESIGNS MAY _11411F
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
GUARANTEE AGAINST FAILURE OR DEFECTS. (951)672-6777 29714 HAUN i MENIFEE,CA 92586
1 FAX(95 1)679-38437 2/24/2014 1 WWWCrf'yOFMENlFEE.US I PAGE 2 OF 2