BWFE2014-10794 aw
78-495 CALLE TAMPICO `
LA QUINTA, CALIFORNIA 92253: COMMUNITY DEVELOPMENT DEPARTMENT
Application Number: BWFE2014-1079
Property Address:
54615 SEA HERO CIR
APN:
767780029
Application Description:
GARDEN WALL 41 LF
Property Zoning:
Application Valuation:
$1,107.00
Applicant:
LENNAR HOMES OF CALIFORNIA INC
25 ENTERPRISE
ALISO VIEJO, CA 92656
BUILDING PERMIT
OCT 2 4 2014
CITY OF LA QUINTA
COMMUNITY DEVELOPMENT DEPARTMENT
LICENSED CONTRACTOR'S DECLARATION
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 Prof Bions Code,
and my License is in full force and effect.
License Cl as : B License No.: 728102
Datef 2 Contractor:
a� �
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt frooContraor's State
License Law for thefollowing reason (Sec. 7031.5, Business aCode: Any
city or county that requires a permit to construct, alter, impror 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
($500).:
(_) 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 contractor(s) licensed pursuant to
the Contractors' State License Law.). '
(_) I am exempt under Sec. . B.&P.C. for this reason
Date:
Owner: t
t.
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 :his permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 10/22/2014
Owner:
IOTA GRIFFIN
4675 MACARTHUR CT NO 1550
NEWPORT BEACH, CA 0
Contractor:
LENNAR HOMES OF CALIFORNIA INC
25 ENTERPRISE
ALISO VIEJO, CA 92656
(949)349-8269
Llc. No.: 728102
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 issued.
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: Policy Number: _
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, i should become subje to the
workers' compensation provisions of Section 37 of he Lab Co e, s all forthwith
cply wit those provisions.
Date Applicant:
WARNIN : FAILURE TO SECURE WORKERS' COMPENSATION C VERAGE IS UN FUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES D CIVIL FINES PTO
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITIO O THE COS F
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 0 BOR CODE,
INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT: Application is hereby made to the Building Official 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.
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordinances and state laws relating to building
construction, and here authorize representatives of this city enter upo e a ve.
mentioned pro rty f r inspection purposes.
J
Dat Signature (Applicant or Age):
b
I
FINANCIAL INFORMATION
DESCRIPTION,
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
BSAS SB1473 FEE
101-0000-20306
0
$1.00
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $1.00 $0.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
WALL/FENCE - FIRST 1,00 LF
101-0000-42404
0
$47.86
$0.00
PAID BY
6
METHOD
RECEIPT #
CHECK #
CLTD BY
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$60.91
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid forFENCE OR FREESTANDING WALL $108.77 $0.00
TOTALS:0• i i0
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6" (6'-0" TO 6-81 PROTO II - EXPOSURE C - DIP FOOTING
DESIGN CRITERIA (PER 2013 CBC): 1
1. ALLOWABLE SOIL BEARING PRESSURE PROTO II FENCE WALL
= 1000 PSF MIN.
2. ALLOWABLE SOIL PASSIVE PRESSURE
150 PCF MIN.
3. SEE SHEET B, C, & D PRIOR TO
START OF CONSTRUCTION. 6" STD. HOOK
6CAP BLOCK PER
SHEET C
STEEL PLATE TO BEAR
FULLY ON CENTER WEB
OR END FACE SHELL -
SIZE PER SHEET C.
NO COLD ,JOINTS yam(
PERMITTED BETWEEN DIP a, 3'-0"
AND SETTING PAD
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HORIZONTAL JOINT ")
REINFORCING TOP 2
COURSES'BELOW PLATE \ /
N AND AT 24" O.C. BELOW VERTICAL FOOTING \ /
\ /
REINFORCING AT 6'-8" /
W POST TENSION (PT) FENCE, USE 1 #4 IN v
a I ROD SEE SHEET`B FOR ROD SPECS CENTER
CENTER OF DIP 16" MIN
-
IN WALL
�PROTO II FENCE WALL
FOR SIDEYARD RETURN WALLS
WHERE DRAINAGE SWALE
SETBACK OCCURS, INSTALL DRAINAGE
PER BLOCK AT SWALE AT GRADE
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#4 CONTINUOUS
AT HOOK
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POST TENSION (PT)
ROD SEE SHEET B
CONCRETE DIP FOOTING
DIP MAY BE OVER
EXCAVATED AS SHOWN -
FILL WITH COMPACTED
FILL OR CONCRETE
DIP DEPTH AT TOP OF
2:1 SLOPE
SETBACK - FACE OF FOOTING
TO TOP OF SLOPE
MIN. DEPTH 'D'
DIP FOOTING
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2'-4"
6" TO 11
2'-11"
3" TO 5"
3'-1"
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GENERAL STRUCTURAL NOTES
1. SOIL SHALL BE FIRM AND COMPACTED PRIOR TO PLACEMENT OF .CONCRETE. PRIOR TO FOUNDATION EXCAVATION, USER SHALL,
VERIFY THAT SITE SOILS CONDITIONS MEET OR EXCEED AN ALLOWABLE PASSIVE BEARING PRESSURE OF 150 PSF/FT (SOIL
CLASS 4 OR BETTER AS DEFINED BY THE CBC) STARTING AT THE TOP OF GRADE(I.E. NO TOP SOILS ARE NEGLECTED FOR
PASSIVE) AND A MINIMUM ALLOWAME BEARING PRESSURE OF 1000 PSF.
2. FOOTINGS TO BE LEVEL. IF GROUND SLOPES THE FOOTING SHALL BE STEPPED. EACH STEP SHOULD BE PROPER HEIGHT TO FIT
BLOCK TYPE USED. ALL EXCAVATIONS SHOULD BE CLEAN AND CONTAIN NO LOOSE EARTH OR FOREIGN MATTER.
3. SEE SHEET A FOR EXPOSURE, WIND SPEED, POST TENSIONED ROD SPACING, FOOTING SIZES, ETC. USER IS RESPONSIBLE TO
VERIFY REQUIREMENTS WITH BUILDING DEPARTMENT AND OWNER. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH THE
APPROVED SITE PLAN AND APPLICABLE CODE OR JURISDICTION REQUIREMENTS.
4. SOIL BELOW FOUNDATIONS SHALL BE WELL DRAINED AND NON -EXPANSIVE. USE CONCRETE WITH A MIN. STRENGTH OF 2,500 PSI
- TYPE 11 CEMENT (TYPE V WHERE REQUIRED BY OWNER, SOILS ENGINEER OR JURISDICTION). CONCRETE SHALL BE A MIN. OF
48 HOURS OLD PRIOR TO FINAL TENSIONING ALL. ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED BY SUITABLE MEANS
DURING PLACEMENT.
5. LAP REINFORCING STEEL: LAP = 32" FOR #4 BARS IN CONCRETE.
6. CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C-90 AND BE 2,000 PSI MIN. (F'M DESIGN CRITERIA FOR BLOCK IS
BASED ON 2000 PSI). BLOCK SHALL BE A MIN OF 7 DAYS OLD PRIOR TO ROD TENSIONING. STANDARD HEAD AND BED JOINT
BLOCKS WITH MORTAR MAY BE USED OR INTERLOCKING BLOCKS MAY BE USED. BLOCKS SHALL BE LAID IN RUNNING BOND.
7. MORTAR SHALL BE TYPE S. 2000 PSI MIN. MORTAR MUST BE A MIN. OF 4 HOURS OLD PRIOR TO INITIAL' TENSIONING AND 24
HOURS OLD PRIOR TO FINAL TENSIONING.
8. FIRST MASONRY COURSE MAY BE SET IN FRESH CONCRETE FOOTING.
9. REINFORCING REBAR SHALL CONFORM TO ASTM A641; Fy = 60,000 PSI.
10. PROTO-II HARDWARE IS DEFINED AS: TENSION RODS, BEARING PLATES, COUPLERS, NUTS, ALL THREADS, DIRECT TENSION
INDICATORS (A DIRECT TENSION INDICATOR (DTI) IS A COMPRESSIBLE WASHER) AND PLASTIC SADDLES. ALL OF THIS HARDWARE
SHALL BE SUPPLIED BY ONLY AN APPROVED PROTO-II LICENSEE TO THE CERTIFIED INSTALLER. POST TENSION RODS SHALL BE
7/16" DIAMETER WITH 1/2" ROLL THREADS CONFORMING TO ASTM A641 (FY = 60000 PSI) AND HAVE STEEL CHEMISTRY SO
THAT BENDING AND THREADING CAN BE ACCOMPLISHED WITHOUT DAMAGE TO THE POST TENSION ROD. AREA OF POST TENSION
ROD = .1503 SQUARE INCHES. BEARING PLATES ARE 1/4" THICK (Fy=50 KSI) SEE SHEET C FOR DIMENSIONS. 1/2" COUPLERS
PER ASTM A563 GRADE A. AND THE COUPLER MUST FULLY ENGAGE THE UPPER AND LOWER ROD, FULLY ENGAGED IS DEFINED
AS 1/2" MIN. INTO COUPLER. 1/2" NUTS ARE TO BE GRADE 8, PER ASTM A325. 1/2" ALL THREADS PER ASTM A307, GRADE
60. DIRECT TENSION INDICATOR (DTI - COMPRESSIBLE WASHER) IS MANUFACTURED PER ASTM F959. PLASTIC REBAR SADDLES
ARE NON-STRUCTURAL.
11. HORIZONTAL JOINT REINFORCING SHALL BE 9 GAGE DIAMETER WIRE AND PLACED PER SHEET A AND CONFORM TO ASTM A82
LADDER TYPE, 9 GAGE DIAMETER. LAP JOINT REINFORCING ONE FULL CROSS SQUARE (6" MINIMUM LAP).
12. IN LIEU OF FULL HEIGHT RODS, CONTRACTOR MAY USE SHORTER RODS, 1/2" COUPLERS AND STRAIGHT RODS THREADED BOTH
ENDS FOR ADDITIONAL LIFTS. RODS SHALL HAVE A MIN. OF 3" 'L' HOOK, WITH 1/2" NUT AT END OF TENSION ROD WHERE
EMBEDDED IN FOOTING.
13. VERTICAL CONTROL JOINTS TO BE PLACED AT MAX. 36' O.C. IN ALL NON -STUCCOED WALLS AND 20' ON CENTER IN STUCCOED
WALLS WITH CLEAN VERTICAL BREAK OF ALL MATERIALS. POST TENSION ROD SHALL OCCUR WITHIN 12" OF END OF WALL AND
12" EACH SIDE OF CONTROL JOINT.
14. NO COUPLERS MAY OCCUR DIRECTLY BELOW AND IN CONTACT WITH THE BEARING PLATE. NO BOND BEAM BLOCK MAY BE USED
AT PLATE/TENSION LOCATION.
15. TENSION RODS MAY BE STABBED INTO WET CONCRETE OR TIED IN PLACE AT CONTRACTOR OPTION; AT CONTRACTOR OPTION,
VERTICAL REBAR MAY BE STABBED DOWN INTO THE DIP.
16. A PROTO-11 DTI (COMPRESSIBLE WASHER) SHALL BE INSTALLED AT EVERY TENSION ROD BETWEEN THE BEARING PLATE AND NUT
WITH THE DTI "TABS" FACING UP AGAINST THE BOTTOM OF THE NUT. THE SPECIAL DEPUTY INSPECTION REQUIRED AT TIME OF
FINAL TENSIONING BY A DEPUTY INSPECTOR SHALL VERIFY FINAL TENSIONING TO 6,000 POUNDS BY 1 OF 2 METHODS; METHOD
1; VISUAL INSPECTION OF DIRECT TENSION INDICATOR (DTI), TABS FACING UP AND COLLAPSED AGAINST NUT WITH NO LIGHT
LEAKAGE BETWEEN THE PROTO-II DTI AND BOTTOM OF NUT. METHOD 2: USE OF A CALIBRATED TORQUE WRENCH TORQUED TO
55 FT -LBS. (DTI MUST STILL BE PLACED WITH METHOD 2. NO VISUAL INSPECTION OF DTI REQUIRED WHEN USING METHOD 2).
INSPECTOR SHALL OBSERVE THE USE OF THREAD LUBRICANT, THE POSITION OF PLATE ON BLOCK, AND INTEGRITY OF MORTAR
JOINTS, AND PROVIDE A SIGNED REPORT TO ALL REQUIRED PARTIES. PROTO II MASONRY DESIGN IS BASED ON THIS SPECIAL
INSPECTION.
17. POST TENSION ROD SPACING IS INDEPENDENT OF DIP SPACING. TOLERANCE FOR DIP SPACING IS 112" BUT THE NUMBER OF
FOOTINGS MUST REMAIN THE SAME FOR A GIVEN LENGTH OF WALL. PON-ROD.. SAAG4-N T S t8" BUT
THE NUMBER OF RODS FOR A GIVEN LENGTH OF WALL MUST REMAI yHEy EgF LA QUINTA
18. SEISMIC DESIGN CRITERIA: Ss=2.0, ST=0.749 SOIL CLASS=D (ASSUMED) R SK C=A G RY I.
19. FOUNDATION INSPECTION PRIOR TO PLACEMENT OF CONCRETE INCLUDE UOUN-09TtasOMI� RFARTAN ) SIZE/DEPTH
AND CLEANLINESS OF FO NDATION. ADDITIONAL SPECIAL INSPECTION A REQUIRE -0 IS I
THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE
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TOP OF PROTO II WALL
r
PROTO-II /
(3)'PLAN VIEW
(4)�
1
X SECTION
(10)
i Q
PLAN
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(9)
,KEY NOTES:
1. POST TENSION ROD.
2. NUT.
3. DIRECT TENSION INDICATOR (DTI).
4. BEARING TOP PLATE.
5. COLLAPSIBLE TABS.
6. MINIMUM TENSION TO BE 6,000 LBS LOAD AND
CONFIRMED BY ONE OF TWO METHODS PER
NOTES "B" & "C" BELOW.
7. FILL CAP BLOCK WITH MORTAR. IMMEDIATELY
"FLIP" ONTO ROD. COMPLETELY COVER NUT, ROD
AND PLATE WITH MORTAR.
8. CAP BLOCK OF SUFFICIENT SIZE TO COVER
PLATE AND ROD.
9. CONTINUOUS HORIZONTAL JOINT REINFORCING.
10. CENTER WEB OR END FACE SHELL BELOW.
11. STEEL PLATE SIZES:
A. 4" PROTO 11: 1/4%3%6",
B. 4 SLUMP PROTO II:1/4"x2 1/2"x6"
C. 6" PROTO II: 1/4"x4 1/2"x6"
0. 6" SLUMP PROTO 11:1/4"x4"x6"
STEEL PLATES TO BE PLACED AT THE EDGE OF
THE CELL SO THAT THE PLATE BEARS FULLY ON
THREE SIDES.
12. DO NOT USE BOND BEAM BLOCK AT BEARING
PLATE LOCATIONS.
NOTES:
A. PROTO II DTI TO BE USED AT EACH TENSION ROD.
TABS FOR DTI SHOULD FACE UP AGAINST BOTTOM
OF NUT. TABS WILL COLLAPSE (NO LIGHT PASSES
BETWEEN BOTTOM OF NUT AND DTI) WHEN PROPER
TORQUE OF NUT HAS BEEN ACHIEVED.
B. AS ALTERNATE TO VISUAL INSPECTION OF TABS,
INSPECTION OF NUT TORQUE MAY BE ACHIEVED BY
USE OF A CALIBRATED TORQUE WRENCH. TORQUE
NUTS TO 55 FT -LBS. DTI STILL MUST BE PLACED ON
ROD IF USING TORQUE WRENCH METHOD. SEE
GENERAL NOTE ON SHEET B.
C. SPECIAL DEPUTY INSPECTOR WILL PERFORM' A
VISUAL INSPECTION WHEN USING THE DTI METHOD TO
CONFIRM THE OTI IS COLLAPSED WITH NO LIGHT
LEAKS BETWEEN THE TABS AND BOTTOM OF NUT.
IF USING TORQUE WRENCH METHOD, DEPUTY
INSPECTOR WILL CONFIRM WALL IS TORQUED TO 55
FT -LBS. NO VISUAL INSPECTION OF DTI IS REQUIRED.
D. INSTALLER MUST HAVE SPECIAL DEPUTY INSPECTION
OF TENSIONING PERFORMED BY ONE OF THE TWO
METHODS NOTED ABOVE. SPECIAL DEPUTY INSPECTOR
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LEGEND
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— — — — — — — — PUBLIC UTILITY EASEMENT
—"—"— — — — RIGHT—OF—WAY (R/W)
— --- -- +�--- WATER MAIN
SEWER MAIN
GARDEN WALL
RETAINING / GARDEN WALL
TOP OF SLOP
TOE OF SLOPE
ms's AIR CONDITIONING PAD
Q CONCRETE STOOP .
J1 SIDEYARD : GATE
FIRE HYDRANT
WATER METER
$ SEWER LATERAL
C
LOT 252
PIMUCO TXG RT
FF 489.37
PE 488.7
t
.l
6�
�7 i,'—
LOT 291 _
£7 �` SEA ERQ C;lRCLE
—
�'Op�t'r NM* DIMENS&S SHOWN ARE NOTE: PLOT PLANS WAY NOT SNOW CURRENT. RECORD IWORMAMOK 10 Vt TO THE
TO BUILDING, FACE AND NOT TME REPORT FOR DIMENSIONS, EASEMENTS. AND OTHER INFORMATWN OF RECORD.
ARCHn CCTURAL POP—OUTS DRY UTWIES ARE NOT MOWN ON T141S PLAK
DMSA CoNsuLTmc� Ixc. / � t
I�r MOM w CMM EMM -.tum JULY 2014
UM BWMOM DUM . RANOW IftUM.C► MMTRACT NO. 32879
'�` `M'"' ' . FAX `MO' 'M
LOT 252 - 54M5 See Hero Circle LOT AREA
17,470 SF .
LENNAR LA oU W& 1Rf1JEME CO MY, CMX--OMA
980 MONTECITO DRIVE
CORONA,- CA 92879 SCALE 1'=30'
(951) 817-3663
8t1Yi�i`� ACC`�''t'ANC� DATE:
Description: GARDEN WALL 41 LF
ADDITIOnAL
Type: WALL/FENCE
Subtype: Status: SUBMITTED
Applied: 9/15/2014 MFA
Approved:
Parcel No: 767780029 Site Address: 54615 SEA HERO CIR LA QUINTA,CA 92253
Subdivision: TR 32879
Block: Lot: 252
Issued:
Lot Sq Ft: 0
Building Sq Ft: 0 Zoning:
Finaled:
Valuation: $1,107.00
Occupancy Type: Construction Type:
Expired:
No. Buildings: 0
No. Stories: 0 No. Unites: 0
Details: 41 LF GARDEN WALL [PROTO II SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR
TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES.
Printed: Wednesday, October 22, 2014 4:18:09 PM 1 of 2
SYSTEMS
ADDITIOnAL
CHRONOLOGY
CONDITIONS
•
NAME TYPE NAME
ADDRESSI
CITY
STATE
ZIP PHONE FAX EMAIL
APPLICANT
LENNAR HOMES OF CALIFORNIA INC
25 ENTERPRISE
ALISO VIEJO
CA
92656
CONTRACTOR
LENNAR HOMES OF CALIFORNIA INC
25 ENTERPRISE
ALISO VIEJO
CA
92656
OWNER
IOTA GRIFFIN
4675 MACARTHUR CT
NEWPORT
CA
0
NO 1550
BEACH
FINANCIAL
•.
CLTD
DESCRIPTION ACCOUNT QTY
AMOUNT
PAID
PAID DATE
RECEIPT # CHECK # METHOD PAID BY
BY
BSAS SB1473 FEE 101-0000-20306 0
$1.00
$0.00
Total Paid forBUILDING STANDARDS ADMINISTRATION
$1.00
$0.00
BSA:
Printed: Wednesday, October 22, 2014 4:18:09 PM 1 of 2
SYSTEMS
REMITUN NUMBER
C 0,9
�!Y. -rM:y of 4 - M117
RECEIPT # # BY
CLTD
DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE CHECK METHOD PAID BY
WALL/FENCE - FIRST 101-0000-42404 -0 $47.86 $0.00
100 LF
WALL/FENCE - FIRST 101-0000-42600 0 $60.91 $0.00
100 LF PC
Total Paid for FENCE OR FREESTANDING WALL $108.77 $0.00
7 00
— - ---------------
SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES
DATE DATE
BOND BEAM
FINAL"
FOOTINGS
PARENT PROJECTS
BONDINFORMATION
ATTACH MENTS
Printed: Wednesday, October 22, 2014 4:18:09 PM 2 of 2 OffWYSTEMS
RETURNED
STATUS
REMARKS
REVIEW TYPE
REVIEWERFSENT
I
DATE
DUE DATE
I
I
I
NOTES
I
DATE
BONDINFORMATION
ATTACH MENTS
Printed: Wednesday, October 22, 2014 4:18:09 PM 2 of 2 OffWYSTEMS