2022-08-23 Inspection questionsFrom: AJ Ortega
Sent: Tuesday, August 23, 2022 5:14 PM
To: Mark Hunt
Cc: Duane Clayton; Julio Anaya
Subject: RE: 44095 Calico Cir
Update for the Team:
I removed the 2nd reinspection fee, after talking with contractor a survey has been obtained, so I
requested he request reinspection once the form can be onsite for inspection.
Please who ever gets the inspection review that form from the surveyor thoroughly and then make sure
there isn't any funny business going on with the pins/markers.
Let the group know if you have any questions.
AJ
From: AJ Ortega
Sent: Thursday, August 11, 2022 4:45 PM
To: aeemasonry@gmail.com
Cc: Mark Hunt <mhunt@laquintaca.gov>; meeksjoseph@gmail.com
Subject: RE: 44095 Calico Cir
Adriana,
A concern has been made that the construction of the wall is off the subject property and based on the
inspection performed by Mark Hunt on 8/10/2022 it was determined that is true - I have provided the
inspection comments below and also attached is the exhibit we used to establish the location of the rear
property line. If you feel this is not an accurate interpretation it would be the responsibility of the permit
holder to provide a site survey with the placement of the property corners by a licensed surveyor to prove
otherwise.
MARK HUNT
FOOTINGS
MEASUREMENTS TAKEN ON SITE SHOW THE SOUTH SIDE OF PROPERTY TO BE 100% ON THE PERMITTED
PROPERTY BUT THE NORTH SIDE SHOWS THE FOOTING TO BE ON BACK NEIGHBORS PROPERTY AT
LEAST PARTIALLY
RE INSPECTION FEE TO BE ASSESSED
8/10/2022 11:43:36 AM
To resolve this concern the footing will need to be moved to be entirely within a distance of 92'-2" on the
North Side and 105'-7" on the South Side from the Face of Curb, please see the attached rough grading
plan exhibit.
AJ Ortega I Building Official
Design and Development
Department
City of La Quinta
78495 Calle Tampico I La
Quinta, CA 92253
Phone 760.777.7018
www.laquintaca.gov
www.i)lavinlaciuinta.com
From: adriana ramirez <aeemasonry@gmail.com>
Sent: Thursday, August 11, 2022 2:19 PM
To: Mark Hunt <mhunt@laguintaca.gov>; Joseph Meeks <meeksioseph@gmail.com>
Subject: Re: 44095 Calico Cir
EXTERNAL: This message originated outside of the City of La Quinta. Please use proper judgement and caution when opening
attachments, clicking links or responding to requests for information.
Hi Mark
According to the measurements you made yesterday based on a grading plan how many inches on the North side are we
encroaching on to the neighbor (44090 Mariposa Ct)?
What part of the house did you get the measurements?
Did you also do the same just to make sure with 44090 Mariposa Ct or did you only do it with property 44090 Calico Cir?
The reason why I am asking this is because maybe the measurements you took without verifying both properties is not
right and this is causing a problem for my client and the project. I have been trying to cooperate with you to do this job
correctly.
1) you asked me to clean the footings
2) you asked for a worker to wait for you for 2 hrs with a 100 ft tape
3) 1 left a worker for you for more than 2 hrs
4)1 had to pay the inspection footings again
5) you did not answer my email with questions yesterday
"Is there a problem with the installation of the rebars Or is there a problem with the trench I made?"
I did the North, East, West and South walls for the property 44125 Calico Cir 2 years ago and I never had a problem with
these things.
All the existing walls behind the properties dividing 44215, 44185, 44155, 44125, are all aligned. Now we are working on
property 44095 Calico and were getting in our property for at least 4 inches, how is it possible that you are telling us we
are encroaching on to the neighbors?? So Are all the other existing walls done wrong then?
Thank you Mark and I hope you understand our concern and hope you help in answering my questions because I would
like to inform the homeowner.
Or can you please let us know what we can do for proceed
Sent from Yahoo Mail for iPhone
On Wednesday, August 10, 2022, 12:51 PM, adriana espericueta <aeemasonry@gmail.com> wrote:
Good afternoon Inspector. Can you please explain what part of the rebar installation and footing trench
is not right according to the details you guys already approved.
My worker told me that you didn't pass the inspection in my project. I really want to know why this
inspection doesn't pass.
Can You please provide why? I want to have record of this to provide it to the home owner.
Thank you
Sent from Yahoo Mail for iPhon
On Wednesday, August 10, 2022, 9:03 AM, adriana ramirez <aeemasonry@gmail.com> wrote:
Good morning Inspector. Thank you for the notification. One of my workers will be
there at the job site waiting from 9:30-11:30. Hopefully everything goes well with the
footing inspections. My guy will be ready with the 100' tape you are requiring for the
inspection so you can proceed.
Thank you
Sent from Yahoo Mail for iPhone
On Wednesday, August 10, 2022, 8:23 AM, Mark Hunt <mhunt@laguintaca.Bov>
wrote:
To Whom It May Concern
Due to the neighbor complaining that the block wall for permit
BWFE2022-0305 is encroaching on her property, the City of La Quinta is
requiring a 100' tape to be on site for the footing inspection to proceed.
Measurements will be taken from the curb according to the grading
plans on file with the City to see where the property line falls.
Mark Hunt
Building Inspector
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CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH
GENERALL YACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CON-
TRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPON-
SIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUC-
TION OF THE PROJECT, INCLUDING SAFETY OFALL PERSONS AND PROPERTY;
THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND
NOT BELIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CON-
TRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN
PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF
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43875 WAS STREET 73-811 COUNTWY CLUB DRIVE,STE.4
PALM OF -SF -RT, CA 32260 BERMUDA DUNES, CA 92201
(619) 34-5-754/ (619)345-/59B (6119)328-9131
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1. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH CHAPTER 70 OF THE UNIFORM
BUILDING CODE, THE SOILS REPORT PREPARED BY THE SOILS ENGINEER AND
GEOLOGIST DESIGNATED BELOW, AND THESE PLANS.
2. AREAS OF FUTURE CONSTRUCTION SHALL BE PLANTED WITH A SEED MIX APPROVED
BY THE CITY OF LA QUINTA.
3. IF THE CIVIL ENGINEER OR SOILS ENGINEER ARE CHANGED DURING THE COURSE
OF WORK, ALL WORK SHALL BE STOPPED UNTIL A REPLACEMENT HAS AGREED TO
ACCEPT THE RESPONSIBILITY FOR CERTIFICATION UPON COMPLETION OF THE
WORK.
4. DURING ROUGH GRADING OPERATIONS, AND PRIOR TO CONSTRUCTION OF PERMANENT
DRAINAGE CONTROLS, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
PROVIDE GOOD DRAINAGE AND PREVENT PONDING OF WATER AND DAMAGE TO AD-
JOINING PROPERTIES OR TO FINISHED WORK ON THE SITE.
5. ALL BRUSH, VEGETATION AND OTHER DELETERIOUS MATERIAL, SUCH AS RUBBISH,
SHALL BE COLLECTED, PILED, AND REMOVED FROM THE SITE PRIOR TO PLACING
FILL, LEAVING THE SITE FREE AND CLEAR FROM OBJECTIONABLE MATERIAL.
6. ANY UNDERGROUND STRUCTURES SUCH AS CESSPOOLS, SEPTIC TANKS, WELLS OR
PIPES NOT LOCATED PRIOR TO GRADING ARE TO BE REMOVED OR TREATED IN A
MANNER PRESCRIBED BY THE SOILS ENGINEER.
7. SOIL, ALLUVIUM, OR ROCK MATERIALS DETERMINED BY THE SOILS ENGINEER AS
BEING UNSUITABLE FOR PLACEMENT IN COMPACTED FILLS SHALL BE REMOVED
FROM THE SITE. THE SURFACE SHALL THEN BE PLOWED OR SCARIFIED TO A
MINIMUM DEPTH OF A 6 INCHES UNTIL THE SURFACE IS FREE FROM UNEVEN
FEATURES THAT WOULD TEND TO PREVENT UNIFORM COMPACTION BY THE EQUIP-
MENTUSED.
8. THE UPPER 3 FEET BELOW ADJACENT FINISH GRADE WITHIN A PERIMETER OF 5
FEET OUTSIDE OF EACH PROPOSED STRUCTURE SHALL BE DENSIFIED TO A MINI-
MUM RELATIVE COMPACTION OF 90% BY METHODS OUTLINED IN THE SOILS REPORT
PREPARED BY SOILS ENGINEER AND GEOLOGIST DESIGNATED BELOW.
9. MATERIALS FOR COMPACTED FILL SHALL CONSIST OF MATERIALS APPROVED BY
THE SOILS ENGINEER. FILL SOILS SHALL BE FREE FROM ORGANIC VEGETABLE
MATTER AND OTHER UNSUITABLE SUBSTANCES.
10. THE MATERIAL USED IN THE COMPACTING PROCESS SHALL BE EVENLY SPREAD,
WATERED, PROCESSED, AND COMPACTED IN THIN LIFTS NOT TO EXCEED 6 INCHES
IN THICKNESS To OBTAIN A UNIFORMLY DENSE LAYER.
11. WHEN THE MOISTURE CONTENT IS BELOW THAT SPECIFIED BY THE SOIL ENGINEER,
WATER SHALL BE ADDED BY THE CONTRACTOR UNTIL THE MOISTURE CONTENT IS
NEAR OPTIMUM AS SPECIFIED.
12. WHEj\j THE MOISTURE CONTENT IS ABOVE THAT SPECIFIED BY THE SOILS ENGINEER
THE MATERIAL SHALL BE AERATED BY BLARING, MIXING, OR OTHER METHODS
SATISFACTORY TO THE SOILS ENGINEER UNTIL THE MOISTURE CONTENT IS NEAR
OPTIMUM AS SPECIFIED.
13. AFTER EACH LAYER HAS BEEN PLACED, MIXED, AND SPREAD EVENLY IT SHALL
BE THOROUGHLY COMPACTED TO 90 o OF THE MAXIM�MtJM LATiORATORY DENSITY IN
COMPLIANCE WITH A.S. M. D-157-70.
14. NOTHING IN THESE PLANS SHALL, RELIEVE THE CONTRACTOR FROM OBTAINING
PERMITS AS REQUIRED BY THE CITY OF LA QUINTA MUNICIPAL CODE.
15e THE SOILS ENGINEER SHALL INSPECT THE PLACEMENT OF FILL DURING THE
GRADING PROCESS AND SHALL FILE A WRITTEN REPORT UPON COMPLETION OF
GRADING STATING HIS OBSERVATIONS AS TO COMPLIANCE WITH THE SOILS
REPORT.
16. ALL WORK SHALL BE. DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE
CITY OF LA QUINTA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION, LATEST EDITION, AND RIVERSIDE COUNTY STANDARDS AND
SPECIFICATIONS ORDINANCE NO. 461, LATEST EDITION.
17. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIRE-
MENT'S OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT
NO. B7 -0402 -PI - - - - , - , DATED MARCH 50,19p8
PREPARED BY _-BUEXAk EAAG%-t4Z;_rFS,- k%C-,
TELEPHONE 6619).34-5-1581B .. ...
18. THE CONTRACTOR SHALL NOTIFY THE CITY BUILDING INSPECTOR 48 HOURS PRIOR
TO ANY GRADING, BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION
AT (619)564-2246, AND 48 HOURS PRIOR To REQUIRING INSPECTION.
19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS
OF DUST CONTROL WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING
DURING THE GRADING PROCESS AND PROVISIONS FOR CONTINUANCE OF DUST
CONTROL AFTER THE GRADING UNTIL SUCH TIME THAT THE GRADED SURFACE
PRESENTS EFFICIENT PROTECTIVE COVER AGAINST WIND OR WATER EROSION
THAT SPECIAL DUST CONTROL MEASURES ARE NO LONGER NECESSARY.
20. IF BURIED REMAINS ARE ENCOUNTERED DURING DEVELOPMENT, A QUALIFIED
M A I"PED TM
ARCHAEOLOGIST SHALIL BE CONI'MI.L , V
� fEVDTATELY AND APPROPRIATE MITIGATION
MEASURES CAN BE TAKEN.
21. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT' OF
MAXIMUM DENSITY AS DETERMINED BY UNIFORMED BUILDING CODE STANDARD NO.
70-1 OR EQUIVALENT AS APPROVED By THE CITY ENGINEER. FIELD DENSITY
SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDTNG CODE NO.
70-2, OR EQUIVALENT, AS DETM4INED BY THE CITY ENGINEER.
22. LOCATIONS OF FIELD DENSITY TEST SHALL BE DETERMINED BE THE SOIL ENGI-
NEER OR APPROVED TESTING AGENCY AND SHALL BE SUFFICIENT IN BOTH HORI-
ZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF
ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL
EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS.
23. THE FINAL COMPACTION REPORT AND APPROVAL FRIM THE SOILS ENGINEER
SHALL CONTAIN THE TYPE OF FIELD TESTING PEFTORMED. EACH TEST SHALL
BE IDENTIFIED WITH THE METHOD OF OBTAINING ':.'TE IN-PLACE DENSITY,
WHETHER SAND CONE OR DRIVE RING AND SHALL EE So NO'T'ED FOR EACH TEST.
SUFFICIENT MAXIMUM DENSITY DETERMINATION STALL BE PERFORMED TO VERIFY
THE ACCURACY OF THE MAXIMUM DENSITY CURVES 'SED BY THE FIELD TECHNICIAN.
24. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS
DEPOSITED ON THEM AS A RESULT OF GRADING 0pRATI0N. CLEANING IS TO
BE DONE TO THE SATISFACTION OF CITY ENGINEFi-
25. CONSTRUCTION OPERATIONS AND MAINTENANCE OF IF-QUIPMENT WITHIN ONE HALF MILE OF
HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS:
OCTOBER IST - APRIL 30TH; MONDAY - FRIEe-Y 7:00 AM TO 5:30 PM
SATURDAY 8:00 AM TO 5:00 PM
MAY 1ST - SEPTEMBER 30TH; MONDAY - FRIDAY 6:00 AM To 7:00 PM
SATURDAY 8:00 AM TO 5:00 PM
26. THE SOILS ENGINEER AND ENGINEERING GEOLOGIST SHALL EXERCISE
SUFFICIENT SUPERVISORY CONTROL TO INSURE COMPLIANCE WITH THE
PLAN, SPECIFICATION AND CODE WITHIN THEIR PURVIEW.
27. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT
SUPERVISORY CONTROL TO INSURE COMPLIANCE WITH THE PLAN,
SPECIFICATION AND CODE WITHIN THEIR PURVIEW.
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REGISTERED CIVIL ENGINEER 1110 _0500.3
P.O. BOX 493 COLTON, CA 92324 PALM DESERT, CA 92260
MIN.
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RIVERSIDE, CA 92502 (714) 825-1082 (619) 346-5691
EXPIRATION DATE /0' DATE: 7-14-88
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TYPICAL 5ECTiON
PERIMETER WALL ALDNG FRED WARING DRIVE
AND ALONG DUNE PALMS ROAD
NO SCALE
GRADING NOTES,
1. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH CHAPTER 70 OF THE UNIFORM
BUILDING CODE, THE SOILS REPORT PREPARED BY THE SOILS ENGINEER AND
GEOLOGIST DESIGNATED BELOW, AND THESE PLANS.
2. AREAS OF FUTURE CONSTRUCTION SHALL BE PLANTED WITH A SEED MIX APPROVED
BY THE CITY OF LA QUINTA.
3. IF THE CIVIL ENGINEER OR SOILS ENGINEER ARE CHANGED DURING THE COURSE
OF WORK, ALL WORK SHALL BE STOPPED UNTIL A REPLACEMENT HAS AGREED TO
ACCEPT THE RESPONSIBILITY FOR CERTIFICATION UPON COMPLETION OF THE
WORK.
4. DURING ROUGH GRADING OPERATIONS, AND PRIOR TO CONSTRUCTION OF PERMANENT
DRAINAGE CONTROLS, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
PROVIDE GOOD DRAINAGE AND PREVENT PONDING OF WATER AND DAMAGE TO AD-
JOINING PROPERTIES OR TO FINISHED WORK ON THE SITE.
5. ALL BRUSH, VEGETATION AND OTHER DELETERIOUS MATERIAL, SUCH AS RUBBISH,
SHALL BE COLLECTED, PILED, AND REMOVED FROM THE SITE PRIOR TO PLACING
FILL, LEAVING THE SITE FREE AND CLEAR FROM OBJECTIONABLE MATERIAL.
6. ANY UNDERGROUND STRUCTURES SUCH AS CESSPOOLS, SEPTIC TANKS, WELLS OR
PIPES NOT LOCATED PRIOR TO GRADING ARE TO BE REMOVED OR TREATED IN A
MANNER PRESCRIBED BY THE SOILS ENGINEER.
7. SOIL, ALLUVIUM, OR ROCK MATERIALS DETERMINED BY THE SOILS ENGINEER AS
BEING UNSUITABLE FOR PLACEMENT IN COMPACTED FILLS SHALL BE REMOVED
FROM THE SITE. THE SURFACE SHALL THEN BE PLOWED OR SCARIFIED TO A
MINIMUM DEPTH OF A 6 INCHES UNTIL THE SURFACE IS FREE FROM UNEVEN
FEATURES THAT WOULD TEND TO PREVENT UNIFORM COMPACTION BY THE EQUIP-
MENTUSED.
8. THE UPPER 3 FEET BELOW ADJACENT FINISH GRADE WITHIN A PERIMETER OF 5
FEET OUTSIDE OF EACH PROPOSED STRUCTURE SHALL BE DENSIFIED TO A MINI-
MUM RELATIVE COMPACTION OF 90% BY METHODS OUTLINED IN THE SOILS REPORT
PREPARED BY SOILS ENGINEER AND GEOLOGIST DESIGNATED BELOW.
9. MATERIALS FOR COMPACTED FILL SHALL CONSIST OF MATERIALS APPROVED BY
THE SOILS ENGINEER. FILL SOILS SHALL BE FREE FROM ORGANIC VEGETABLE
MATTER AND OTHER UNSUITABLE SUBSTANCES.
10. THE MATERIAL USED IN THE COMPACTING PROCESS SHALL BE EVENLY SPREAD,
WATERED, PROCESSED, AND COMPACTED IN THIN LIFTS NOT TO EXCEED 6 INCHES
IN THICKNESS To OBTAIN A UNIFORMLY DENSE LAYER.
11. WHEN THE MOISTURE CONTENT IS BELOW THAT SPECIFIED BY THE SOIL ENGINEER,
WATER SHALL BE ADDED BY THE CONTRACTOR UNTIL THE MOISTURE CONTENT IS
NEAR OPTIMUM AS SPECIFIED.
12. WHEj\j THE MOISTURE CONTENT IS ABOVE THAT SPECIFIED BY THE SOILS ENGINEER
THE MATERIAL SHALL BE AERATED BY BLARING, MIXING, OR OTHER METHODS
SATISFACTORY TO THE SOILS ENGINEER UNTIL THE MOISTURE CONTENT IS NEAR
OPTIMUM AS SPECIFIED.
13. AFTER EACH LAYER HAS BEEN PLACED, MIXED, AND SPREAD EVENLY IT SHALL
BE THOROUGHLY COMPACTED TO 90 o OF THE MAXIM�MtJM LATiORATORY DENSITY IN
COMPLIANCE WITH A.S. M. D-157-70.
14. NOTHING IN THESE PLANS SHALL, RELIEVE THE CONTRACTOR FROM OBTAINING
PERMITS AS REQUIRED BY THE CITY OF LA QUINTA MUNICIPAL CODE.
15e THE SOILS ENGINEER SHALL INSPECT THE PLACEMENT OF FILL DURING THE
GRADING PROCESS AND SHALL FILE A WRITTEN REPORT UPON COMPLETION OF
GRADING STATING HIS OBSERVATIONS AS TO COMPLIANCE WITH THE SOILS
REPORT.
16. ALL WORK SHALL BE. DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE
CITY OF LA QUINTA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION, LATEST EDITION, AND RIVERSIDE COUNTY STANDARDS AND
SPECIFICATIONS ORDINANCE NO. 461, LATEST EDITION.
17. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIRE-
MENT'S OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT
NO. B7 -0402 -PI - - - - , - , DATED MARCH 50,19p8
PREPARED BY _-BUEXAk EAAG%-t4Z;_rFS,- k%C-,
TELEPHONE 6619).34-5-1581B .. ...
18. THE CONTRACTOR SHALL NOTIFY THE CITY BUILDING INSPECTOR 48 HOURS PRIOR
TO ANY GRADING, BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION
AT (619)564-2246, AND 48 HOURS PRIOR To REQUIRING INSPECTION.
19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS
OF DUST CONTROL WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING
DURING THE GRADING PROCESS AND PROVISIONS FOR CONTINUANCE OF DUST
CONTROL AFTER THE GRADING UNTIL SUCH TIME THAT THE GRADED SURFACE
PRESENTS EFFICIENT PROTECTIVE COVER AGAINST WIND OR WATER EROSION
THAT SPECIAL DUST CONTROL MEASURES ARE NO LONGER NECESSARY.
20. IF BURIED REMAINS ARE ENCOUNTERED DURING DEVELOPMENT, A QUALIFIED
M A I"PED TM
ARCHAEOLOGIST SHALIL BE CONI'MI.L , V
� fEVDTATELY AND APPROPRIATE MITIGATION
MEASURES CAN BE TAKEN.
21. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT' OF
MAXIMUM DENSITY AS DETERMINED BY UNIFORMED BUILDING CODE STANDARD NO.
70-1 OR EQUIVALENT AS APPROVED By THE CITY ENGINEER. FIELD DENSITY
SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDTNG CODE NO.
70-2, OR EQUIVALENT, AS DETM4INED BY THE CITY ENGINEER.
22. LOCATIONS OF FIELD DENSITY TEST SHALL BE DETERMINED BE THE SOIL ENGI-
NEER OR APPROVED TESTING AGENCY AND SHALL BE SUFFICIENT IN BOTH HORI-
ZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF
ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL
EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS.
23. THE FINAL COMPACTION REPORT AND APPROVAL FRIM THE SOILS ENGINEER
SHALL CONTAIN THE TYPE OF FIELD TESTING PEFTORMED. EACH TEST SHALL
BE IDENTIFIED WITH THE METHOD OF OBTAINING ':.'TE IN-PLACE DENSITY,
WHETHER SAND CONE OR DRIVE RING AND SHALL EE So NO'T'ED FOR EACH TEST.
SUFFICIENT MAXIMUM DENSITY DETERMINATION STALL BE PERFORMED TO VERIFY
THE ACCURACY OF THE MAXIMUM DENSITY CURVES 'SED BY THE FIELD TECHNICIAN.
24. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS
DEPOSITED ON THEM AS A RESULT OF GRADING 0pRATI0N. CLEANING IS TO
BE DONE TO THE SATISFACTION OF CITY ENGINEFi-
25. CONSTRUCTION OPERATIONS AND MAINTENANCE OF IF-QUIPMENT WITHIN ONE HALF MILE OF
HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS:
OCTOBER IST - APRIL 30TH; MONDAY - FRIEe-Y 7:00 AM TO 5:30 PM
SATURDAY 8:00 AM TO 5:00 PM
MAY 1ST - SEPTEMBER 30TH; MONDAY - FRIDAY 6:00 AM To 7:00 PM
SATURDAY 8:00 AM TO 5:00 PM
26. THE SOILS ENGINEER AND ENGINEERING GEOLOGIST SHALL EXERCISE
SUFFICIENT SUPERVISORY CONTROL TO INSURE COMPLIANCE WITH THE
PLAN, SPECIFICATION AND CODE WITHIN THEIR PURVIEW.
27. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT
SUPERVISORY CONTROL TO INSURE COMPLIANCE WITH THE PLAN,
SPECIFICATION AND CODE WITHIN THEIR PURVIEW.
EARTHWORK ESTI MAT F -
CUT FILL
20 7,30 7 C.Y. 121,000 C.y
CC XACTT TC
SHRINKAGE (l5'/0)
207,307 C.Y. 13%150 C.Y.
S.
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207,307
-;39,,50 = G8,157 C.Y.
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PREP RED UNDER THE DIRECTION OF:
J.F. Davidson Associates, Inc.
ENGINEERING PLANNING SL)qVEYING ARCHITECTURE LANESCAPF ARCHJECTURE
3�
0" 3880 LEMON STREET , SUITE 300 El 11200 S. MT, VERNON AVE., SUITE "D" EJ 73-080 EL PASEO, SUITE 106
REGISTERED CIVIL ENGINEER 1110 _0500.3
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EXPIRATION DATE /0' DATE: 7-14-88
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