BWFE2019-02171 INFORMATION
FINANCIAL
DESCRIPTION ACCOUNT
CITY
AMOUNT
RETAINING/COMBINATION WALL EA 50LF
101-0000-42400
0
$48.30
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - EA ADDITIONAL 50LF
101-0000-42404
0
$48.30
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 100LF
101-0000-42404
0
$53.67
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 100LF PC
101-0000-42600
0
$67.08
Total Paid for BLOCK WALL 2019: $217.35
DESCRIPTION
ACCOUNT
CITY
AMOUNT
BSAS SB1473 FEE
101-0000-20306
0
$1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00
DESCRIPTION
ACCOUNT
CITY
AMOUNT
RECORDS MANAGEMENT FEE
101-0000-42416
0
$10.00
Total Paid for RECORDS MANAGEMENT FEE: $10.00
DESCRIPTION
ACCOUNT
CITY
AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
Property Owner's Name:
Address: g aZ 2 &�
City, ST, Zip
Telephone:
Email:
New Commercial / Tenant Improvements:
Total Building
Construction Type:
78495 CALLE TAMPICO
LA QUINTA, CA 92253
760-777-7000
Occupancy:
SF
OFFICE USE ONLY
#
Submittal Rec'd Rec'd
Plan Sets
Structural Calcs
Truss Calcs
Title 24 Calcs
Soils Report
Grading Plan (PM10)
Landscape Plan
Subcontractor List
Grant Deed
HOA Approval
School Fees
Burrtec Debris Plan
Planning approval
Public Works approval
Fire approval
City Business License
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1:OVIDE EXISTING RESIDENCE
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52620 Avenida Ramirez AROJOJ
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Page 1 of 1
Richard Herrera
�'a+a�as•
nTnclo.,a r��_»hl,�� l:.�rl.,, elite,..!-�.allrm �;) ••. •••
Date:
Friday, October 25, 2019 11:37 AM
To:
"
Attach:
Screenshot_20191025-113501.jpg
Subject:
Re: 52620 Ramirez Wood Fence Removal
Howdv Garv, Tracv, and Richard,
My apologies for not getting to this yesterday, I just signed the document and attached it to this email.
Let me know if there is any more info needed. I'm currently at a conference this weekend but will make
an effort to check my email just in case. Take care until then.
Joshua Kunkle
On Thu, Oct 24, 2019, 3:22 PM Richard Herrera <richard treonstructioncom ail .comma wrote:
Joshua;
Per our conversation please see attached
If you would state that you approve of the wood fence removal and the new block wail, sign and
date next to your address and send back.
Please feel free to call with any questions
Thank you
Gary Hunt
Tracy Hunt
T. Richard Ilcrrcra
TR Construction
77224 CallePotrero
La Q'uirita CA, 922J3
Ph/Fax (760) 564-0593
Cell (760) 831-1863
richard trconstructioncam an .com
10/25/2019
Page 1of1
Richard Herrera
From: "Tracy Klee -Hunt" <
Date: Thursday, October 24, 2019 9:29 AM
To: "Richard Herrera"<richard(Wconstructioncompany.com>
Subject: Fw: Follow up about La Quinta property wall building...
Here's the email we received trom Joshua Kunkle properties.
Tracy
From: Joshua Kunkle <joshualkunkle@gmail.com>
4CIR. VVCU11Z.5UdY, VLLU0ei 7, 4V17 a.L! rivl
To: ;
Subject: Follow up about La Quinta property wall building...
Howdy Gary and Tracy,
I received your letter yesterday about your interest in getting my okay for building a wail on
the lot next to mine in the La Quinta Cove neighborhood. First off congrats on the purchase
and please consider this email my acceptance or "permission" to build your wall. In your letter
you had mentioned a form that I would need to sign as part of the permitting process. If this is
cnmathinn that ran ha Anna thrniinh email I %mill ha hnnnx/ to cinn it and canrl it hark nr if
J ..
there is a time we may be able to meet in person I'd be happy to arrange that as well.
With regard to the wall itself, is it safe to assume that the wall will be built immediately butting
up to the wooden fence adjoining my property? Or would there be a need to either cover
some of the land now used by the wooden fence or remove the tence in the process of
building the wall? I'm happy to work with you on this and only ask for a timeline so that I can
make arrangements on my end to prepare.
Ravnnrl that thank Mini i fnr raarhinn ni it to ma and rnnnratc anain I Innlr fnneiarH to haarinn
from you, take care until then.
Joshua Kunkle
951-491-5702
10/24/2019
I
27"
1
I
I
r
27"
TOP VIEW
FOOTING
BLOCK
GROUT
STEEL REBAR
REBAR
PLAGEME
ILLUSTRAT
N VIEW
- BLOCK
2" X 1 2" OR 1 (5" X 16")
SOLID GROUT
(4) - # 4 REBAR
(ONE AT EACH CORNER)
ALL FOOTINGS ADJACENT TO
SLOPES TO BE AT LEAST 5' TO
DAYLIGHT AS SHOWN BELOW,
FOOTING
O•rING RLOAR SHALL
AYE A MIN- 6" LONG
1100E AND A MIN.
rcRCTE COVF-R OF 3",
CHECK WITH THE BUILDING DEPARTMENT
TO VERIFY IF A BUILDING PERMIT IS REQUIRED.
WHEN A BUILDING PERMIT IS REQUIRED,
THE FOLLOWING INSPECTIONS ARE ALSO REQUIRED.
1) FOOTING: EXCAVATION TRENCH CLEAN WITH STEEL
IN PLACE AND SUPPORTED 3" ABOVE AND AWAY FROM
THE SURROUNDING THE EARTH/DIRT.
2) REBAR/P.RE-GROUT,; VERTICAL REBAR IN PLACE
INSPECTION PRIOR TO PLACING GROUT.
3) FINAL: AFTER GROUT IS PLACED - PRIOR TO ANY
DECORATIVE CAP PLACEMENT.
DISCLAIMER:
ALTERNATE OCSIGNS MAY BE POS510LE WHEN PritOV IDED WITH
AN ENGINEERED ANALYSIS. USE OF: PHIS SIANDARO DESIGN IS
AT FHr USER'S RISK AND CARRIES NO IMPLIED OR INFERRED
GUARANTEE AGAINST FAILURE OR DEFECTS.
5' MIN.
I
MIN, 2
RF_BA
OVERL
t
LIMITATIONS:
1. PILASTER SPACING SHALL NOT EXCEED 20 FF. WI-iFN OTHFR INFILI_ FENCING
iS ATTACHED.
2, ONLY OPEN TYPE FENCING (SUCH AS WROUGHT IRON) MAY BE ATTACHED TO
PILASI ER5, SOLID TYPE FENCING MAY NOT BE ATTACI LED 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 D$SIGN IS INTENOVE)TO BE USED ONLY AS A FENCING
FEATURE AND IS 1`IOT INTENDED TO SUPPORT ANY OTHER LOADS
5, FENCE HEIGHTS ARE REGULAT ED — CONSULT ZONING REGULATIONS BEFORE
BEGINNING CONSTRUCTION,
6.INVALLATION OF ELECTRIC CIRCUITS, CONDUITS, OR LIGHTING FIXTURES
REQUIRE rLECTRFGAL PERMITS AND INSPECTION,
7, FOOTINGS TO BE PLACED IN UNDISTURBED SOIL OR PROPERLY COMPACTED
AND ENGINEERED FILL.
B. FOR DESIGN PARAMETERS. SEE FREESTANDING BLOCK WALL STANDARD.
WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
4 XP gawcu
MASONRY PILASTER
�rlf lit
PHONE (760) 777-7125 78.495 CALLS TAMPiCO
LA QUINTA, CALIFORNIA 92253
FAX (7601 777-7011 10/9/201'1 lCoMMUNITY DEVELOPMENT DPPT. PAGE I OF I
4BLOCK COQ. INC.
Since 1946
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2016 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, f m = 1500psi. 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 GRF,ATER. 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 = 2500psi ® 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
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED 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 SMALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2000ps1.
7. FIRST 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 CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. B. 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.
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
MASONRY
FENCE WALL SCHEDULE
'H' MAX.
X BARS
16' LONG CMU 1T LONG CMU
'B' MIN.
4048"o.c.
4®54"o.c.
1 —11
6'-8-
#4040"o.c.
4045"o.c.
2'-1"
7'-4"
# 4-032"o.c.
4036"o.c.
2'-3"
8'-0"
4024"o.c.
4®27'o.c,
2'-6"
GHL INC.
ARCHITECTURE , ENGINEERING
228 East Badillo Street Covina, CA 91723
T: 626.93&1595
F: 626.93&0985
Eff -n-9h1-r-C-
6' to 8' High Site Wall
Concentric Spread Footing
C o 110mph (ult.)
Risk Category I
6" Wide CMU
OPTIONAL WALL CAP --\
STD. LADDER TYPE
#5 STD FOR SLUMPSTONE)
JOINT REINF. AT TOP COURSE,
AT FIRST COURSE, AND 247o.c.
6" WIDE (NOM.) CMU
GROUT CELLS
w/ REINF.
'X' BARS PER
SCHEDULE
CTR. OF WALL
DWLS. TO MATCH
VERT. REINF. LAP -
24" MIN.
EQ.
F.G.
WET —SET FIRST
COURSE
2—#4 CONT.
CONT. CONC. FTC
ALT. BENDS
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY: A.DATE: 09/21/2018
J
Z
EQ. uj
J to
W
o-
'B' MIN.
PER SCHEDULE
NG
3" CLR.
TYP.
NO' 85681
EXP. 9-30-20 I
C1 V l�
e OF CALF
DATE SIGNED 9-10-18
S-1.OLQ
#16-077
D
n
e
L
L
'4BLOCCO., INC.
Since 1946
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2016 CSC
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, f'm = 1500psi. 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 SPLCES (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 = 2500psi ® 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
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED 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
2000psi.
7. FIRST 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 CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. B. 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.
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
MASONRY FENCE WALL
SCHEDULE
'H' MAX.
X BARS
'B' MIN.
16" LONG CMU
18' LONG CMU
6'— 0"
4048' o.c.
4854 o.c.
2' 6
6'-8"
4040"o.c.
4045"o.c.
2'-9"
7'-4"
4®32"o.c.
4®36"o.c.
3'-0"
8'-0"
#4024"ox.
4027"o.c.
3'-3"
GHL INC
ARCHITECTURE , ENGINEERING
228 East Radillo Street I Covina, CA 91723
T: 626.93&1595
F: 626.938.0485
6' to 8' High Site Wail
Eccentric Spread Footing
C o 110mph (ult.)
Risk Category I
6" Wide CMU
OP710NAL WAI '
STD. LADD
#5 STD FOR
JOINT REINF.
COURSE, AT F
COURSE, AND
6" WIDE (NOM
GROUT CELLS
w/ REINF.
'X' BARS PER
SCHEDULE
CTR. OF WALL
DWLS. TO MAT
VERT. REINF. 1
24" MIN.
F. G. -
WET —SET FIRS'
COURSE
2—#4 CONT.—
CONT. CONC. F
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY:A. 6,te, DATE: 09/21/2018
PER SCHEDULE
,,FOES:
NO. 85681
�c EXP. 9-30-20
�9r C/v��a¢P
F OF CA41F
DATE SIGNED 9-10-18
S-1.1LQ
#16-077
J
7
L
n
Y
il
L
PSLOCK CQ.INC.
Since 1946
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2016 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, fm = 1500psi. 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.
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 = 2500psi ® 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
ANGELUS BLOCK SLUMPSTOUE SHALL BE USED.
5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED 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
2000psi.
7. FIRST 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 CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. B. 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.
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
MASONRY
FENCE RETAINING
WALL SCHEDULE
,H,
'X` BARS
-Y' BARS
'B' MIN.
'C' MIN.
16" LONG CMU
16" LONG CMU
2-0
4®32 o.c.
4�48"o.c.
2 —911
N A
2 8"
4®32"o.c.
4048"o.c.
3'-0"
N/A
3'_ 4"
4111132"o.c.
1 #40411
3'-5"
N A
4'-0"
4®32"o.c. I
#4048"o.c. 1
3'-11"
GHL INC
ARCHITECTURE - ENGINEERING
228 East Badillo Street I Covina, CA 91723
T: 626.938.1595
F: 626.938.0485
6' High Wall 2' to 4' Retaining
Heel -in Footing
C o 110mph (ulta
Risk Category I
678" Wide CMU
OPTIONAL WALL CAP
STD. LADDER TYPE
0115 STD FOR SLUMPSTONE)
JOINT REINF. AT TOP COURSE,
AT FIRST COURSE, AND 24"o.c.
AT FENCE
'H' + 12"
6" MOE (NOM.) CMU
DISTANCE TO EDGE OF
w/ 'Y' BARS PER
NEAREST ADJACENT
SCHEOULE ® CTR.—
FOUNDATION
OF WALL. GROUT
CELLS w/ REINF.
O
!
X
a
To
�
#4 HORIZ. 024"o.c.
® RETAINING
� OPTIONAL CHAMFER
4"0 SDR 35 PERF PIP' w/
BACKFILL-
1c.f. 3/4" GRAVEL WRAPPED IN
WELL GRADED, CLEAN
MIRAFI 140N FILTER FABRIC—
SANDS OR GRAVEL OR
SLOPE TO DRAIN. WATERPROOF
COMBINATION
BACKSIDE OF RETAINING WALL
USC= GW,GP OR SW,SP
8" WIDE (NOM.) CMU
FULLY GROUTED
2Y OUTSIDE FACE w
'X' BARS PER
OF BLOCK TO a
SCHEDULE, LAP
G OF VERT w
24" MIN.
_
F.G. —
uj
• w
a
WET —SET FIRST m z
COURSE I
#4 CONT.
#4 CONT. ® 12"o.c.
N
—
M
CONT. CONC. FTG.
3
CONC. KEY J 12" 12"
B' MIN.
PER SCHEDULE
LOADING
1. SEISMIC, 5% DAMPING ® 1 SECOND
ACCELERATION Cs=0.33Wt.
2. FOUNDATION SIZES BASED ON
MAXIMUM WIND OR SEISMIC
LOADING.
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY:A. 09/21/2018
DATE SIGNED 9-10-18
S-1.6LQ
#16-077
rom
N
a
O
th
15
Q
S-l.OLQ
S-1.1 La
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PROVIDE
OPENING
FOR
DRAINAGE
r
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C
DUTHWEST
N GOLD
ECOMPOSEDQ
GRANITE) 4
all,
N
N
a
CDCDCD SAND BAGS TO PREVENT
R STORM WATER RUNOFF FROM
PROPERTY DURING
CONSTRUCTION,
GI Y OF LA Q I TA
f IJILDING & SAFETY KEPT.
APPROVED
FOR CONSTRUCTION
DATE J t BY
�i
GENERAL SPECIFICATIONS
GENERAL NOTES
GENERAL SYMBOLS
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A
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ol+ocn�w,nawYV �'Y vaip.
,_._-_ WALL SECTION
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-d-ft W" Pa' UX ,eoban 1707.
0T
ELEVATION HEIGHT
TOP TOP OF PARAPET
MATERIAL CONSERVATION & RESOURCE EFFICIENCY
(EiYwnCatl DuoRlLy&Redaaav ]
RODENT PROC� WG ANNULAR SPACFSAPOUND FTES, ELECTRIC CABLES,
CAB
E 04w,ft nW COO hq,+Mlj of ,q_ylnp,�16„aTv
TQ PL TOP OF PLATE
COMDLK&OA0 Wo OKNHN= IN pWq AI C%RPOR WALISS BE
fib' °O.mp0.lCnc ,nCSOM1 Y09.d-.meClfrgn 5.75,
PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH
At'YI'B� ob nol Caab•' Ira
T O C TOP OF CONCRETE
OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR A SIMILAR
OfXlo��a� Pd aiE,fiOnv rs'� N'��
METHOD ACCEPTABLE TO THE ENFORCING AGENCY (4 40611
91eA AVI W a 1ee1 EVLf afq'1fa� R0v C41d`aoigTt-
TOW & D. TOP OF WINDOWS & DOORS
CL CENTERLINE
EXISTING RESIDENCE
52620 Avenida Ramirez
APN-:773 - 292 - 006
PROPOSED 6' Block Wou ft SISPOTWe PanrdtJ 11001,1
S E MINIMUM (1) ONE % SWALE MINIMUM (1)ON " `h SWALE MINIMUM (1) ONE %
PROPOSED �I
POOL S SPA
IBYSeowate PermltJ
THREE BEDROOM
PROPMED
CONCRETE WALL
i PROVIDE PROVIDE
f OPENING W.I. GATE'
FOR [Final Deal ' by
DRAINAGE Owner1Can� 10T
' - - - _ _ PROPOSED
f — - CONCRETE DRNEWAY--
SENSORED ADDRESS
LIGHT (NO SWITCH)
ILUMINATED BUILDING
ADDRESS NUMBERS TO BE
A MINIMUM OF 4" HIGH A
MINIMU L.
®YN
250Ga1.1 -"i' T—SWALE
OPENING
FOR
DRAINAGE
(1) 24" BOX
THE BLUE PALO VERDE
(CERCIDIUM FLORIDUM)
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(1) 24" BOX
"OCOTILLO"
(FOUQUIERIA
SPLENDENS)
FLOOR TO BE 72" ASpVE pAi UIN OINT A •
Q OF CURB AT CENTERLINE QF LOT
PROPOSED {
TWO -CAR 52640 Avenida Ramirez
APN.:773 - 292 - 007
GARAGE r
10 E % SWALE MINIMUM (1) ONE % SWALE MINIMUM (1) ONE %f t YY
BLOCK WALL TO REMAIN
(1) 24" BOX
SHOESTRING ACACIA
(ACACIA STENOPHYLLA)
[L 100,
EXISTING RESIDENCE
52650 Avenida Ramirez
APN.:773 - 292 - 008
AREA TABULATION
LOT AREA:
5.000.00 SQ,FT
100.0
LIVING AREA:
1,727.0 SQ.FT.
34.6 %
GARAGE AREA:
455.0 SQ.FT.
9.1 %
HARDSCAPEAREA:
—1,277.0 SQ.FT.
25.5 %
POOL AREA:
268,0 SQ.FT.
5.3 %
LANDSCAPE AREA:
1,273.0 SQ.FT.
25.5 %
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ELECTRIC METER & 200 AMP MAIN
DISCONNECT & MAIN PANEL WITH # 410
REBAR UNDERGROUND WITH ACORN
CLAMP CONNECTED TO COLD WATER PIPE
& BOND TO GAS PIPING SYSTEM
T.V. CABLE SERVICE.
TELEPHONE SERVICE.
Site Plan
Scale 3/16" = V-0"
GENERAL CONTRACTOR SHALL VISIT
THE JOB SITE AND VERIFYALL
EVS77NG CONDITIONS
"BUILDING DEPT. SUBMITAL•
—LE WI - rr"4-Nw cm w
PO
Bo, Iola I IA QUINfA, CA 92247
70 4B5 8927
�%ncwn
® REVISIONS:
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SITE PLAN
FILE:
2018 P / Hunt-Raftez
DRAWN; S.L.O.
DATE: 09/05/19
SCALE: AS NOTED
SHEET.
sp
OF SHEETS.