13-1359 (BLCK)Y
P.b. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
13-00001359
Property Address:
54318 SHOAL
APN:
775-060-006-
Application description:
WALL/FENCE
Property Zoning:
LOW DENSITY
Application valuation:
5500
Applicant:
CREEK
RESIDENTIAL
Architect or Engineer:
`V
------------------
LICENSED CONTRACTOR'S DECLARATION
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
��License Class: B C8 C 9 License No.: 800402
Date:/"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 for a permit subjects the applicant to a civil penalty of not more than five hundred dollars (5500).:
(_ 1 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 contractors) licensed
pursuant to the Contractors' State License Law.).
1 ) 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 Address:
LQI?ERMIT
Owner:
BEH PROPERTIES,
23018 171ST AVE
MONROE, WA 98272
Contractor:
UNITED BROTHERS
P.O., BOX 756
THOUSAND PALMS,
(760)343-2861
Lic. No.: 800402
LLC.
SE
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 10/23/13
----------------------------------------------—
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
sued.
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 GRANITE STATE Policy Number ATWO01476-00
_ 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 subject to the workers' compensation provisions of Section
,,/� 3700 of the Labor Code, I shall forthwith comply with those provisions.
'bate: PPlicanC !/^�`._'_
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 Director of Building and Safety 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.
1 certify that 1 have read this 1, t, and state that the above information is correct. I agree to comply with all.
city and county ordinances d state laws relating to building construction, and hereby authorize representatives
o is count to nter up the above-mentioned property for inspection purposes.
,�� j�j
Date: =- f 2 Signature (Applicant or Agent): I---/ "-
Application Number . . . . . 13-00001359
Permit . . . WALL/FENCE PERMIT 2013
Additional desc . .
Permit Fee 61.49 Plan Check Fee
.00
Issue Date . . . . Valuation . . .
. 5500
Expiration Date 4/21/14
Qty Unit Charge Per
Extension
1.00 47.1900 LS MISC WALL, FIRST 100 LF
47.19
1.00 14.3000 EA MISC WALL, ADDL 50 LF
14.30
----------------------------------------------------------------------------
Special Notes and Comments
BLOCK WALL - 110 L.F. OF 6 FT. HIGH
BLOCK WALL ON THE WEST PROPERTY LINE
(NEIGHBORING PROPERTY OWNER IS SAME) AND
ON SOUTH OF PROPERTY NEXT TO CASITA [PER
APPROVED PLAN AND ANGELUS BLOCK
SPECIFICATIONS) PRECISION CONCRETE BLOCK
SHALL BE COVERED WITH STUCCO, PAINT, OR
TEXTURED COATING WHERE VISIBLE FROM
OUTSIDE THE PROPERTY. 2010 CALIFORNIA
BUILDING CODES.
----------------------------------------------------------------------------
Other Fees . . . . . . . . BLDG STDS ADMIN (SB1473)
1.00
PLAN.CHECK, WALLS
60.06
Fee summary Charged Paid Credited
----------------------------------------
Due
-----------------
Permit Fee Total 61.49 .00 .00
61.49 .
Plan Check Total .00 .00 .00
.00
Other Fee Total 61.06 .00 .00
61.06
Grand Total 122.55 .00 .00
122.55
LQPERMIT
'`1
Qin #
Qty of La Quinta
Building BT Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
21
Project Address: �� 3�
Owner's Name:F1-1 —.S
A. P. Number:0 Ka 0 _
Address: 0. B Q 38
Legal Description:
Contractor:
City, ST, Zip: _ 2—Z -7--5 _
Telephone:
Project Description:
Address: j7, Oc 75,E
City, ST, Zip: 7A(005A,11,0 Z . W.7
j6
AV,4-,Il
Telephone: 61 6/
State Lic. # : QO2—
City Lie. #.: Zo
..S�v eCo �.✓� �o� Sio
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone:..:...:..;...«..;.
ii' % ;;.::... %::;;%:;iL;i:Jf ;:i;:�<ii% •% [4:4:4:
State Lic. # <•`•.:s<:s#:«>•»::z::>rf;«;r<:>:>:<:>:::::
Name of Contact Person:
Construction Type: Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
Sq. Ft.:#Stories: # Units:
Telephone #,of Contact Person:
P
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2°" Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'"' Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
Jt:L••..::1::ILM�N1i.w�.at;iE:..i,��efhiG r.
dVOL
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2010 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 1704.1 EXCEPTION 3, '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
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.
— 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.
6' to 8' High Site Wall
Spread Footing - C o 85mph
6-;Nide CMU
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
OPTIONAL WALL CAP FAPPROVED
I /COVSTRUCTION
STD. LADDER TYPE
#5 STD FOR SLUMPSTONE)_
JOINT REINF. AT TOP COURSE,
AT FIRST COURSE, AND 24"o.c.
6" WIDE (NOM.) CMU
GROUT CELLS
w/ REINF.
ow
X O
w
'X' BARS PER c)
SCHEDULE 0 = N
CTR. OF WALL w
CL
'Y BARS PER
SCHEDULE LAP t�
PER V
EQ. EQ. UjV
F.G. v1
Cr
w
o_
WET—SET FIRST
COURSE
2—#4 CONT.
CONT. CONC. FTG. 3" CLR
TYP.
ALT. BENDS 'W MIN.
PER SCHEDULE
H' MAX.TY
'X' BARS REINF.WALL STEM Y BARS V STEM W MIN.
16' LONG CMU 18" LONG CMU PE PER S-2.0 16' LONG CMU 18' LONG CMU
6'-0" #4048'.... #4®54"o.c. A' .q.4`o.c. 4®27"o.c. 2'-0" 2'-9"
6'-8" I #4048"o.c. I #4045"o.c.
I 7'-4" I #4048"o.c. I #4045"o.c. B' 1 114048'.... 1 44045"o.c. 1
8'-0" I #4040"o.c. I #4036"..c.
) ANDERSON DESIGN GROUP
Structural Engineering Building Design
228 East Sadillo Street • Covina • CA • 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
"e�g�neenng exce11- since 1951"
—1" 6 BU;LDIN I
A F
FOR CO ' T -20-1:
APPROVED FOR PERMITTING: PLANNING AND ZONING COMPLIANCE:
Arm,
TOM HARTUNG DATE TIM JONASSON DATE
BUILDING AND SAFETY DIRECTOR PUBLIC WORKS DIRECTOR
CITY OF LA QUINTA CITY OF LA QUINTA
GRADING NOTES•
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS of THE CITY OF LA QUINTA AND THE STANDARD
E 0 5 10 20 40
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND REIVERSIDE COUNTY STANDARDS AND SPECIFICATIONS
a
ORDINANCE NO. 461, LATEST EDITION.
GRAPHIC SCALE: 1 "= 10' 2. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNMENT AGENCIES
3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL
't} 101.50FS�, pL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCtNG WORK. HE AGREES TO BE FULLY RESPONSIBLE
N89°31 'O8"E '77.00' 101.00IN FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL
101.40TG A REGULATORY, UNDERGROUND UTILITIES
PLANTER 0.5% SLOT DRAIN 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL LATORY, WA
101.50TG 100. OI V RNING
AND GUIDE SIGNS.
10a.301NV , p o
5. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL BE APPROVED BY THE CITY ENGINEER. TRAFFIC
TRIPPING LEGENDS AND PAVEMENT MARKERS, TYPE AND LOCATION SHALL BE APPROVED 8Y THE CITY ENGINEER.
o.
STRIPPING,
N
Z
PO Q RIM= 101.70FS SPA t °� NO
107.5TW •� . SL o 6. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND '
8 ND REPLAGEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER
101.5FG i D 1.5aTG k
TR CTION. REMOVAL A
a 100.201NV _ o A LETTER OF CERTIIFICATION FROM THE ENGINEER-OF-WORK STATING THAT THE GRADING HAS BEEN DURING CONS U
1 ?.3TF -- COMPLETED PER THE APPROVED PLAN, AND A COMPACTION REPORT FROM A SOILS ENGINEER ON BELOW 33,966, OR A LICENSED LAND SRVEYOR ONLY.
0 d, __
101.40TG AREAS IS REQUIRED PRIOR TO THE BUILDING PERMIT ISSUANCE. COMPACTION WITHIN THE 7. GRADING SHALL BE DONE fN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE,
{
x
1 INBUILDING-
" 00 5M E A A 9 PACTION BASED ON ASTM D1557. --
• � TION, AND SOILS REPORT NO ____�,
:. 1 V L PAD UST B AT ABOVE 5% COM - - -
LATEST EDI � TELEPHONE
IL 101.6OF•S
PREPARED e
8. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY GRADING, BRUSHING OR
1 D0.151N , O 101.40TG
>•. � ' � 'SLOT DRAIN' 0:5� 101. 101N � � CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7075, AND 48 HOURS PRIOR TO REQUIRING INSPECTIONS.
101.40TG 101.40TG 9. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY
m 100. ? OINV
I � � 10 ;.251NV 100.201NV DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT, PROPERTY.
?01.50T
' Q k 100. •101 _ .- -. � - 10.
PERFORMED ONLY DURING THE AND
MAINTENANCE
PERIODS AS FOLLOWS. WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE
w ' ROOF LINE 101.40TG OCTOBER ist TO APRIL 30th: MONDAY - FRIDAY 7:00 AM TO 5: 30 PM /SATURDAY 8:00 AM TO 5:00 PM
Q - i MAY 1st TO SEPTEMBER 30th: MONDAY -FRIDAY 6: 00 AM TO 7: 00 PM /SATURDAY 8:00 AM TO 5: 00 PM
Lu U-j x 101.50TG 100. 151NV 1.0.0 Q
i WORK SHALL BE PROH1817ED ANY TIME ON SUNDAY OR FEDERAL HOLIDAY.
100.201NV I ? s 11. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR AS RECOMMENDED
aC BY THE SOILS REPORT.
C� 12. MAXIMUM CUT AND FILL SLOPES - 2:1
m"® u 1 O 1.70FS X 13. ALL FILL MATERIAL PLACED UNDER THE STRUCTURE SHALL BE COMPACTED TO NINETY-FIVE PERCENT (95�) RELATIVE DENSITY
^ z z 14. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2Y DRAINAGE SWALES SHALL BE A MINIMUM OF 0.3 DEEP AND BE CONSTRUCTED
1
O CL Q LO
A MfNiMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. MINIMUM SLOPE OF SWALES SHALL BE 0.50%
101.40TG 15. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY FIVE (95) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY UNIFORM
101.40TG 100.O01NV 4" ROUND ACCORDANCE OE WITH THE1UN�ORM BUILDING CODE�PROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMED IN
1 1.4 T 100.051N FINISH GROUND ARE,q DRAIN SEC. 7002 OR EQUIVALENT AS DETERMINED BY THE CITY ENGINEER.
1 0 0 IN 16. ALL STREET SECTIONS ARE TENTATIVE, THE MINIMUM SECTION IS 3" A.C./ 4.5 CRUSH A.B. ADDITIONAL SOIL TEXT SHALL
a BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. CITY ENGINEER TO APPROVE FINAL STREET SECTION.
AGENCY AND SHALL
•LOT 6 GE
STIN
G A
. THE
OIL ENGINEER OR APPROVED TE
-�� -�� 17. LOCATION OF FIELD DENSITY TEST SHALL BE DETERMINED BY TH
j 101.50TG INSTALL 4"
i ® BE AREASOF IN BOTH
CRITICAL HORIZONTAL
OFASPECALnEMPHASIS SHALL BE IN ADDTIONCAL PLACEMENT TO PROVIDE PTOSTHE ANORMAL TIVE SRE REPRESENTATIVE SAMPLINGS. TING OF ALL FILL PLACED. STING
ENT
10O.1OINVRESIDENCEGRATE (TYP)
z L4 PVC GRAIN PIPE IN ARE S
N W o a 18. LIMITEDDTOGTHE FOLLOWING.E SEWER, LATERALS,
ELECTRIC,
Q) � � SHALL BGAS ANOCDRAIN� DRAINAGE. PRIOR TO PAVING. INCLUDING, BUT NOT
II .�„1 1. INSTALL 4' PVC z
19. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOIL ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT
DRAIN PIPE (T(P)
ct 1.1
a o 12" SQUARE THE BACKFILL IS SUITABLE FOR THE INTENDED USE.
4 - I J GRATE
20. THE FINAL COMPAGTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING
w. a '•.. PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN
DENSITY. WHETHER SAND CONE OR
II 4" DECORATIVE
° PAT10 DR41N DRIVE RING AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT THEI UM DENSITY
DETERMINATION SHALL BE PERFORMED TO
w h - VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED 8
O 101.40TG Z �. " o . z o " 21. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING
CL
,. "` 99.95INV `S 101.40TG 24 PERFORATED ° °p 4 o0 4 PVC DR41N PIPE AT 1q MIN. OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER.
® 101.40TG a. WELL o
F9990INV o 00F� 22. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT.. SUBMIT FOR SEPARATE BUILDING PERMIT.
CL 100.051N LAN 101.40TG ° ° 19 ROCK
_ INSTALL FILTER 23. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED N CONFORMANCE WITH THE STATE MANUAL OF WARNING
a 'e ° ° RK UPON HIGHWAYS, IN ORDER TO ELIMINATE ANY IHAZARDS
99.951NV FABRIC _ 0 0 0 0 0 0 - " SIGNS, DEVICES FOR USE IN THE PERFORMANCE. OF WO
3.% 1 1.4 T o o°o°o°o o° 6
0 0 24. THE SOILS ENGINEER AND ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CON7ROL'DURING GRADING TO INSURE
9.9. IN PLANTER - I COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WTHIN THEIR PURVIEW.
o . Y 101 40TG
6" la" 6" 25. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE
o 101.50 100.00INV
' ' WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW.
100.00IN:
f T w BUBBLER AND DRAIN DETAIL
26. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF "R" VALUE TEST FOR
z z ROADWAY SUB-BASE.
3 102.70TG 27. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORM WATER INFILTRATION FACILITIES DURING
CL Q NV CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM
q 99.851 DRAINAGE RETENTION/INFILTRATION FACILITIES. THE CONTRACTOR SHALL CONDUCT, 1N THE PRESENCE OF THE CITY INSPECTOR, A
N rv.,. o'TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES.
t\.
PERFORMANCE
28. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL
C14_ s gµ < •.. ..:.. PLAN APPROVED FOR THIS PROJECT.
Q 1J• . ,_,.
Q .u., 101.40rG' o
o
PLANTER
171. 60FS 101.40TG Z
AIALo
99.751NV w o
101.30T w�F.F.-1 .77 N
i i AVENUE 54
99.:701N �� PAP-11-101.1 � /d� z SOBS
107.�TW Q ° NOTE:
101.° FG ca
101
ALL FILL MATERIAL PLACED UNDER THE STRUCTURE SHOAL CREEK
101.36FS SHALL BE COMPACTED TO NINETY FIVE (95%) >
®/-BSL RELATIVE DENSITY. w
J
O
m
PROPOSED GRADE
24" DIAM. C.I. GRATE & FRAME ¢
LO DRYWELL �ALHAMBRA FOUNDRY A-1264 OR , a T�/
OUTLET N® APPROVED EQUAL, SEI' RIM TO VICINITY I MAI
100.50TG 99 501NV FINISH FLOOR OF HOUSE IS A MINIMUM OF 1.0 �'�= �� - I 'GRADE WITH PRECAST RISERS. ARNOLD PALMER NO SCALE
10 i. 99.00INV
99.601N a.9� PL FOOT ABOVE DATUM POINT MEASURED AT THE
TOP OF CURB AT THE CL OF THE LOT.
PRECAST MANHOLE CONE
C) BUBBLER
100} HIGH POINT AT OUTLET
BOX XST V Wi4TR p NOTE SEPARATE _
_ ►� o0 99.80TG SERVICE DRIVEWAY APPROACH REQUIRES A -III O ONL i I=
PL 98.8 INV
PERMIT AND AN'SPECTION FROM CITY OF.LA QUINTA LEGEND:
rte,. `" RIW , PUBLIC WORKS DEPARTMENT. O
N89 31 08 E 77. DD I (� o 0 0
.. - O O II FF FINISH FLOOR ELEVATION EXISTING CONTOUR ---- ----(100-----
' (99.67) FG FINISH GROUND PROPOSED CONTOUR100
99.98 TC PRECAST PERFORATED CONC. RING 0 �� (I I FS FINISH SURFACE EXISTING ELEVATION (100.50)
GB GRADE BREAK FINISHED ELEVATION ....... 101.50
O 0
TC o 0 0 00 I I I GF GARAGE FLOOR DRAINAGE SWALE
rn 3/8 TO 3/4 WASHED ROCK
A NON-WOVEN FILTER FABRIC PER O o HP HIGH POINT PROPERTY LINE - R
0
_ o CENTERLINE
SEC. ria 103 CAL. STD. SPEC. SHALL o I o - PAD 'FINISH PAD ELEVATION
1 BE USED BETWEEN THE WASHED ROCK
O 10' MAX DEPTH O EG EXISTING GRADE RIGHT-OF-WAY (R/W) --
EXISTING SEWER (99.70) AND UNDISTURBED SOIL.
00 oQ PUE PUBLIC UTILITY EASEMENT EXIST. 8„SEWER LINE --------- S8-------
100.00) LATERAL TP 0 o TC TOP OF CURB EXIST. 8 WATER LINE-------W8-- ------
TP TBM - 0 00 I I FL FLOWLINE EXIST. BLOCK WALL
o o III
INV INVERT RETAINING WALL
Earthwork Quantities oSHOAL CREEK 0 0
TG TOP OF GRATE SCREEN/GARDEN WALL
0 0 TW TOP OF WALL ROOF DRAIN CONNECTION
FILL - 180 C.Y. I (I O a 00 TF TOP OF FOOTING
O C.Y. O TOS TOP OF SLOPE CONCRETE FINISH
CUT - ill 0 BOS BOTTOM OF SLOPE
o JOO
WS WATER SURFACE
NOTE:Quantities shown are for permit urposes only. 0 U � �J �lJ � U � TP TOP OF PAVEMENT
is res onsible for his)her own 3/8" TO 3/4" WASHED ROCK ON OQ O O
Contractorp
Quantities urvDrsrRBED sort (MIN, 12" THICK) - - LEGAL DESCRIPTION: SITE ADDRESS:
DR)INELL DETAIL LOT 6
e b HEITEC CONSULTING NOT TO SCALE G TRACT 27762 54318 SHOAL CREEK
LA QUINTA, CA 92253
Topography don y eROFESS/ON9 BUILDING SAFETY DEPT. APN 775/060-006 FLOOD Z®NE�
III NOVEMBER p f 2012 ���`�� D. F•G
that in accordance with generally accepted C `-�,�.��
APPRe
CONSTRUCTION contractor agrees t >Y
�"�� ®INNER DEVELOPERS ZONE x
construction practices, construction contractor will be required e of consto truct osole
n®� ®N�°TRLICT{�N
and complete responsibility for job site conditions during the tour N0. 556/6 BEH PROPERTIES, LLC
ect including safety of all persons and property; that this requirement *P. 92/si /�a * DAT �% �J 23018 171st AVE SE LOT COVERAGE:
of the prod ,
By-
shall be made to apply continuously and not be limited to normal working hours, gY MONROE, WA 98272
and hold deli n sq C!Vl1- �\P COVERAGE=50%
tion contractor further aggrees to defend, indemnify g (760} 272-4691
construction with T OR
c wi
d n
t10
an connection F
alleged, ed in NF
or �
professional harmless from any and all liability, real g OF CA
the performance of work on this project, excepting liability arising from the sole
negligence of design professional.
PREPARED BY: 05/13/13 UINAUTHORIZED CHANGES & USE IN THE C� OF � QUINTA, CALIFORNIA S H E E T
BENCHMARK: DATE: R "'�
The engineer preparing these plans will not be P�E//'♦�E G1 1 /\ ®I j��(� SITE E PL
responsible for, or liable for, unauthorized PRECISE 1� 1 A/'1 11 ��E�`.ee11 �✓
BENCHMARK NO.: ASSUMED changes to or uses of these plans. All changes G PGS--1
DIGAL-ERT - INTERSECTION www. , h e i t e c i n c • c o 5606 MICHAEL HACKER 12/31/14 approvto the ed by lans r the preparer ust be in 1 of these plans. and must be ®� V
��"r°� LOCATION: LOCATED AT THE CENTERLINE INTERSE R.C.E. NO. 5 EXP. DATE: p �-a r� Gs�
OF SHOAL CREEK AT PROD OF WEST PL,HEITEC 42-575 Melanie Place, Suite H TRACT 27762
®IAL. TOLL- FREE ON TOP OF PAVEMENT. Palm Desert, California 92211 APPROVED BY: DATE: ` �+ DWG. NAME
(,J � T ' (� G 760.340.9060 Fax:760.340.9070 - DRAWN JE SCALE 1 "=10' APN 77J•-®V'O-O®V
®1-800-227-2600C O N S FILE N0.
DESIGNED JOB NUMBER JE121101
DATE BY DESCRIPTION APP'D DATE JE
AT LEAST TWO DAYS
CHECKED DATE FOR: SEH PROPERTIES, LLC
i� r r-rs�c vn1 I RI[� t� !_ \ / I C I n N ; MH 05/13/13