PMT17-03010 City of Menifee Permit No.: PMT17-03010
29714 HAUN RD.
�CCEO MENIFEE, CA 9258E Type: Pool/Spa-Residential
MENIFEE Date Issued: 08124/2017
PERMIT
Site Address: 25335 LONE ACRES RD, MENIFEE, CA Parcel Number: 358-421-005
92584 Construction Cost: $40.000.00
Existing Use: Proposed Use:
Description of INGROUND POOL&SPA,450 SF,WITH U/G GAS AND ELEC LINES FOR FUTURE BBQ
Work: "REVISED STRUCTURAL DETAIL#320**
**4'X 25 L FT CITY STANDARD RETAINING WALL**-BR
Owner Contractor
MARC SPANN JOHN M GREGORIO
25335 LONE ACRES ROAD 32063 CAMINO SENECO
MENIFEE,CA 92584 TEMECULA,CA 92592
Applicant Phone:9515063738
JANE WILLIAMS License Number.492386
JOHN M GREGORIO DBA TOSCANA POOL&SPA
32063 CAMINO SENECO
TEMECULA,CA 92592
Fee Description -Qtt Amount 1$)
Swimming Pool/In-Ground Spa 1 467.00
Plumbing Fixtures and Vents,fixtures 1 116.00
Building Permit Issuance 1 27.00
Wall/Fence, standard 1 83.00
Inspections not specified 116 116.00
GREEN FEE 1 2.00
SMIP RESIDENTIAL 1 6.00
General Plan Maintenance Fee-Building 1 5.80
General Plan Maintenance Fee-Electrical 1 23.35
$846.15
The issuance of this permit shall not prevent the building official from thereafter requidng 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_Bldg_Permit_Template.rpt Page 1 of 1
TYPE 1: 6" TOE ,F°ISL E\ TYPE 2: 6" HEEL
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-
IF LEVEL
IFLEVEL GRADE \\� O�
1= E TABLE FOR LEVEL GRADE SEE TABLE FOR LEVEL GRADE
BUILD SM—M, ;EPARTMENT
#4 HORR ATMP COURSE
PLAN OVAL
# A EBAR AT,24"ONL #4HORIZAT24"ONCENER
Y M
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� O B'CONCREIEBLOCK
•'H" <—B"CONCRETE BLOCK ATE Y-BARS
2-3/4"Mnit WOTSMOWN TO scaLE)
'Approval •thI s9P6*ftd1A)e construed to be a permit for,or an
#4 HORIL AT 24"ON CENrEA #4 HORR AT 24"ON CENTER
approval Of : ion n1 any rnmcinnc of ihp f ral,state or City
regu'la tons r ` 2�,bis set of approved pl ns must be kept on the 3"MA%.
jobsite unti 'on TI _ "Hi" : 6„
i :•: •:•' GRNNAOE sYS. (12-BLOCK) .• ORAIN4GESYS. (12-BLOCK)
FINISH �, -SEE NOTE5 •:�.: ::Y. -SEENOTE5
GRADE 11I FINISH .4.
GRADE—
16"IDIn X-BARS
— — 16 ml� —
12" 1 1T
Z-BARS
X-BARS (3) #4
Z-BARS .K�. HORIZONTAL (2)-#4 „K^
6" � REBAflS HOR120NTAL
flEBARs
I4-12"—ql �12.
TYPE 1: 6" TOE
GRADE "H" "H1^ "W" X BARS Y BARS ZBARS ^K"
CONDITION W ALL HEIGHT) (12"BLOCK) (FOOTING W IDTH) (KEY DEPTH)
S'-1"to 61-0" 24" 89" 94 @ IS" #4 @ 32" #4 @ 11" 30"
SLOPING GRADE 4'.1"to 5'-q" NIR 48" #4 @ IS" 94 @ 18" #4 @ 12" 25"
AT TOP OF WALL 3'.1"to 4'-0" NIR 31" 94 @ 32" #4 @ 32" #4 @ 32^ 18"
(2:1 MAX) Up to 3'.0" NIR 1B" 94 @ 32" #4 @ 32" #4 @ 32" e"
S.-1"to S.-0" 24" 45" 04 @ 24" N4 @ 32" #4 @ 24" B"
LEVEL GRADE 4'.1"to S'-0" NIR 36" 94 @ 24" #4 @ 24" #4 @ 24" T"
AT TOP OF WALL L 1"to 4'-0" NIR 24" q4 @ 31" 94 32" #4 @ 32" 5"
UP to 9'-0" NIR 21^ #4 @ 32" 1 44 @ 32" 1 #4 @ 32" NIR
TYPE 2: 6" HEEL
GRADE "H^ "H 1" "W'• X BARS Y BARS ZBARS "K'
CONDITION (WALL HEIGHT) (12^BLOCK) FOOTING WIDTH)
(KEY DEPTH
6'-.1"to 6'-0^ 24" J9" #4 @ 16" #9 @ 32" 94 @ 12" 28"
SLOPING GRADE 4'.1"to 5'.0' NIR 29" #4 @ IS" #4 @ 16" #4 @ 12" 22"
AT TOP OF WALL 3'.1"to 4'-1" NIR 24" #4 @ 32" 04 @ 32" #4 32" 15"
(2:1 MAX) Up to V.0" NIR 18" #4 @ 32" 94 @ 32" #4 @ 32" 8"
S.-1"to S.-011 24" 33" #4 @ 24" #4 @ 32" #4 @ 34" 18"
LEVEL GRADE 4'.1"to 6'.0' NIR 26" 04 4p 24" 94 24- 94 24" 13"
AT TOP OF WALL 3'-1"tD NIR 26" 04 @ 32" #4 @ ]2" #0 @ 32" T•'
UP to 3'-0" NIR 20" #4 @ 32" 1 94 @ 32" 1 #4 @ 32" NIR
NIR = NOT REOUIRED
'SEEPAGE 2 FOR ADDrrIONAL INFORMATION" WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
CITY OF MENIFEE
DISCLAIMER: BUILDING DEPARTMENT
ALTERNATE RETAINING WALL DESIGNS MAY MENIFEE- .
BE POSSIBLE WHEN PROVIDED WITH AN
ENGINEERED ANALYSIS. USE OF THIS / 'I RETAINING WALLS
STANDARD DESIGN IS AT THE USERS RISK
AND CARRIES NO IMPLIED OR ANFERRED
GUARANTEE AGAINST FAILURE OR DEFECTS. 1 (951)672-6777 29714 HAUN ROAD,MENIFEE•CA 92566
FAX(951)679-3843 2/24/2014 I www.crryOFMENIFEE.US I PAGE I OF2
GENERAL NOTES:
—"-1")ALLWORK"SHALL CONFORM TOTHEADOPTED-CODESAND ZONING-REGUL-ATIONS:- -------- -- ---
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 REQUIRP FOR FOUNDATION CONCRETE SHALL BE 2500 PSI.
4)ALL REINFORCING STEEL SHALL BE INTER IIEDMTE C E ASVA A61 5- AND,OVERLAP SPLICES SHALL
BE 40 BAR DIAMETERS MINIMUM. ALLREBARHOOK€stkALL .' AMINIM uCF`72TINT€S THE REBAR
DIAMETER(1 2bd)IN LENGTH. j s
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 FILLSIDE OF THE WALL WILLHELPTO
PREVENT MOISTURE FROM PENETRATING THE VISIBLE SIDE OFTHE 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/PR -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.
�r
SETBACK FROM TOP OF SLOPE: DESIGN PARAMETERS:
ALL FOOTINGS ADJACENTTO SLOPESTO BE AT ACTIVE SOIL PRESSURE(PSF)
^N ~ LEAST 5'TO DAYLIGHT AS SHOWN BELOW. LEVEL BACKFILL =30
■ SLOPING(2:1 MAX) =43
jj PASSIVE SOIL BEARING(PSF) =150
UJI= COEFFICIENT OF FRICTION =0.25
' W-I— ALLOWABLE SOIL BEARING PRESSURE(PSF) =1500
II1I=III1=: — /2:1 MAX.SLOPE (NO INCREASES TAKEN FOR DEPTH OR WIDTH OF FOOTING)
=rm
ffn
5' MIN.
IIII y,
i
BOTTOM
OF FOOTING
r y. VyFStcou RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
CITY OF MENIFEE
DISCLAIMER: BUILDING DEPARTMENT
ALTERNATE RETAINING WALL DESIGNS MAY ENIFE t
BE POSSIBLE WHEN PROVIDED WITH AN - ,—e•
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 ROAD,MENIFEE,CA 92586
FAX(951)679-3843 2/y}/piq WWW.CTfYOFMENIFEE.US PAGE20F2