3045r
NOTE:'
*c9za6Ment
r..t' lidati.n
stitu,tes anCITY OF LA QUINTA
permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
9/17/99 Subdivision Improvement Permit — Class I II
DATE: PGA WEST, TR.28961 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION STRFFTA & TiMPR01?RMT.AITc Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION STREETS & TMPROV • SEE APPROVED PLANS FOR
_. TR.28961 SX MDS CONSULTING
DIMENSION OF.INSTALLATION OR REMOVAL
SIZE -OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN 0/20/QQ
APPROXIMATE TIME OF COMPLETION 2/14/nn
ESTIMATED CONSTRUCTION COST $ 283. 263.00
(Including removal of all obstruction, materials,'and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
penalties, liabilities or loss resulting from claims or court action and arising out, of any accident, loss or damage to persons or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of this Work.
BROOKFIELD HOMES 1286
Name of Applicant (please print)
ignature of Applicant or Agent
Business Address
Telephone No.
GRANITE CONST. CO. .P.O.BOX50085, 14ATSONVILLE. CA.95077 (760) 775-7500
Name of Contractor and Job Foreman Business Address Telephone No.
89
Contractor's License No. City -Business License No.
INS. CO. OF PA 347 41.16
Applicant's.lnsurance Company Policy Number '
o
FEES: Subdivision Improvement Permit —Class I I I
Public improvements: 3% of estimated construction costs , I;
Private improvements: 3% of estimated construction costs {—t
Minor Improvement Permit — Class IV: See attached schedule 3045,3 I
Inspection Fee $
. 8498.00
Permit Fee
100.00
Penalty PLAVCHECK
(4,500) CREDIT
Cash Deposit -Surety Bond
if required AS —BUILT
61,0000 DEPOSIT
TOTAL: $
5►098
Receipt No.
Received by
Date
PERMIT VALIDATION
PERMIT NO. 3045
DATE APPROVED
9/17/99
EXPIRATION DATE
/g9/17100
DATE ISSUED/�-
r
By
rV-t `Asdministrative Authority
Recorded by
Telephone: (619) 777-7075
11
---------------------------------------------------------------- --------
NOTE:
With proper validation
this form constitutes an CITY OF LA OUINTA
encroachment permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) —
�1 Q �OP 7i16�
qi For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
C nd other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
�A
I 1 1 1 Subdivision Improvement Permit — Class III
DATE: Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION — �7`�S
��OyeA-/E1(J7--'5
DESCRIPTION OF CONSTRUCTION �5`TiPt�tGiS dt �C C
/s7�.eoV95"61fJ75
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGINE-45140-2/090
Sketch (attach construction plans if appropriate)
PL•g-�ll S ,c4 �
APPROXIMATE TIME OF COMPLETION FE — ft / 0009 �G3
ESTIMATED CONSTRUCTION COST $
(Including removal of all obstruction, materials, and debris, badtfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnity, -defend and cave the City its authorized agents, officers, representatives and employees, harmless from and against env and all
penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the arms and conditions of e ps, it and NI applicable Ales and regulations of the City of
La Quints and to pay far any additional replacement necessary as the the is Vork,
%j.200/f� /elOyES Signature of ppli n Agent V. 1090
6.57 yT E .�ig,� �s8�5��i8sc3a
Name of Applicant (please print) R0 80t Business Address i,EC.Telephone No.
i2f},4)/7L ('0A)5T. �'`o. 6'0085• W,47_5WY&ZgE 9a0/z/ 7!a0-77S 75oO
Name of Contractor and Job Foreman Business Address 95-077-3-6j?STelephone No.
Contractor's License No. City Business License No.
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit —Class III
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $ I `5
Permit Fee 00
Penalty Soy) C01T
Cash Deposit Suet Bo d
if required ' IIPILI (L.� 100 osposil.
TOTAL: $ 5d9�
Receipt No.
2774
PERMIT VALIDATION
PERMIT NO. N: 7 -5 G p
DATE APPROVED ! 7 — / /
EXPIRATION DATE 9—/ 7 —yU
DATE ISSUED
Received by
Date
By
Administrative Authority
Recorded by 11 Telephone: (619) 777-7075
• • ...ice
f
-- - NA
I
• 1 • r
r
i
Tr. 28961
Street Improvements
For Encroachment Permit
Const. Cost:
SelAfOr
Storm drains 91,418.71.
Paving 126,500.00
Curb & gutter 65,344.00
35 Z03,, Z 75
ATTACHMEN'P "B-1", Pg. 3
SEWER IMPROVEMENTS (#15130
Item
Estimated
Unit of
Unit
Total
No. Work Pay Item
Quantity
Measure
Price
Price
TRACT # 28738
21. INSTALL 4" VCP SEWER
24
EA
$�
$1—/'Z' ..--
LATERAL TUNG INTO THE
EXISTING 33" VCP SEWER MAIN.
SEE ITEM # 14, SCOPE OF WORK
22. RAISE EXISTING MH'S
11-.
EA
$_ %,� -
$
TO AC BASE GRADE
23. RAISE EXISTING MH'S 11 EA $��9. $
AFTER 1" AC CAP
_ 3 3, 0 99. sa
TRACT # 28961
24. 8" VCP SEWER MAIN 2,518 LF $
25. 4" VCP SEWER LATERAL .47 EA ' $3G7, 6r $LT�?F�. AY
26. 4' DIAMETER MANHOLE 8 EA
27. REMOVE CAP & JOIN 1 EA
28. RAISE MANHOLES 8 EA
TO AC BASE GRADE
29. RAISE MANHOLES 8 EA $_ $ ��7-
AFTER 1" AC CAP
30. CONSTRUCT STRUCTURAL 23 LF
ENCASEMENT
TOTAL COST FOR SEWER IMPROVEMENTS
ITEMS 21 THRU 30 $ /0 y, Y2 O, -�-�
PRICE INCLUDES ALL ITEMS IN THE SCOPE OF WORK
iin
ATTACHMENT "B-1", Pg. 4
WATER IMPROVEMENTS(#15134)
Total
Item Estimated
Unit of
Unit
No. Work Pay Item Quantity
Measure
Price
Price
TRACT # 28738
31. 12" DIP WATER MAIN 1,755
LF
$,2mL,
/ S%�, 9S
W/ POLYETHYLENE ENCASEMENT
32. 12" DUCTILE IRON GATE VALVE 1
EA
pp
$ Ypl.
$ gZ,
33. l" WATER SERVICE 22
EA
$.312, GG
$ 6 878..SZ
W/ WATER BOX
34. FIRE HYDRANT ASSEMBLY 6
EA
. f—i"$�� Z
35. REMOVE BLOW OFF/ REDUCER/ 1
EA
$ ydZ.
$
THRUST BLOCK & JOIN
36. RAISE GV LID TO l
EA
$ l%3. 7-�
$ 173.70
AC BASE GRADE
37. RAISE GV LID 1
EA
$ 3y!. YEE
$
AFTER 1" AC CAP
38. BLUE DOT REFLECTOR 6
EA
$ %. �=�
$
AC BASE GRADE & PAINT F.H.
39. BLUE DOT REFLECTOR 6
EA
cs'
$ 9
s� sa
AFTER 1" AC CAP..& PAINT F.H.
=
69, 0�8, o 7
_
TRACT # 28961
40.-12" DIP WATER MAIN 3,166
LF
G 9
$ 2S.
$ %r, 42. sy
W/ POLYETHYLENE ENCASEMENT
41. 12" DUCTILE IRON GATE VALVE 10
EA
$
$ 09�Zs.
42. 1" WATER SERVICE 48
EA
$.3/Z �
$ /,cdav
W/ WATER BOX
43.2" IRRIGATION SERVICE 3
EA
$
W/ WATER BOX
�"—
ATTACHMENT "B-1", Pg. 5
WATER IMPROVEMENTS (#15134)
Item Estimated
Unit Total
Unit of
No. Work Pay Item Quantity
Measure
Price Price
44. FIRE HYDRANT ASSEMBLY 8
EA
45. INSTALL 12"X6" REDUCER I
EA
WITH 6" BLOW OFF & THRUST BLOCK
46. RAISE GV LID TO 10
EA
$17-3 $ 7.5 o0
AC BASE GRADE
47. RAISE GV LID 10
EA
AFTER I"AC CAP
48. BLUE DOT REFLECTOR S-
EA
AC BASE GRADE & PAINT F.H.
49. BLUE DOT REFLECTOR 8
EA
AFTER I"AC CAP & PAINT F.H.
50. RELOCATE 12" IRRIGATION 1
LS
$�M%$
MAIN. SEE ITEM #24, SCOPE OF WORK
51. RESTRAINED JOINTS 47
LF
�3
$ S 7-9 s.232,
52. REMOVE BLOW OFF/ REDUCER/ 1
EA
$ y�Z.-e $ bf-2. 'ram
THRUST BLOCK & JOIN
_
TOTAL COST FOR WATER
IMPROVEMENTS
ITEMS 31 THRU 52 $ 02304 Z Z
PRICE INCLUDES ALL ITEMS IN THE SCOPE OF WORK
TOTAL COST FOR 1.1N. 1�;',:. IMPROVEMENTS
ITEMS 1 THRU 52
.JU1.17.1??3 10:174-1
ERVIC-1TELL-
r0.).-49 P.4,,15
TRACT # 28738 & 28961
LA QUINTA, CA
DID PROPOSAL
It is tutderstood that the 1mntities shown, hereon, except for those quantities marked "LUMP
SUW, are but estimates and that final payment will be based on the actual works perforated.
Lump, Stud prices are fixed nit -to-exceed prices for coropletiog the work item in accordance with
the contract documents.
STORM DRAIN IMPROVEMENTS
#15126
Item Estimated
No. Work Pay Item Quantity
Unit of Unit Total
M:asure Price Price
TRACT 1_ 28738 -
1. 10 RCP D-2000 30
LF
((nn
69IL
2. 18' PVC SDR 35 253
LF
s 4Lao $ ( l gF, (QC�
3. 6" PVC DRAIN PIPE SDR 35 28
LF
S .14
4. CATCH BASIN PER DE• T, SHT 2 1
EA
g ,�'a $
S. CATCH BASIN i DRYWELL 1
PER
EA
S_ 9 W.77 s 9 Ipg3,17
DETAIL SHEET 2
6. CONSTRUCT BUBBLER . I
EA
SI .7S $ 1, I NOT
PER DETAIL SHEET2
' 7. CONSTRUCT MANHOLE NO.2 2
PER
EA
$3 6W7 s 713A4,,K-1
RIVERSIDE CO. STD, 200
S. REMOVE AND REPLACE 1
LS
II''
$.�t'p`(,(p(p�b
CART PATH / IRRIGATION. / 6.4N9S&*pp1G
SEE ,
Not enou4k �y=
2, �� 3 0
.�nor�
TXkCT # 2896
9: 24" RCP D-2000 60
LF
�^]a.(o D
10. 36" RCI, D-2000 30
LF
$ 16.I 1p S 14 ED
ADS
11. 361!3z;,G &DR '59
AD6
LF
MO $ 17,09.13
51
LF
$ 3L3.J
13, 24" PVC SDR 35 149
LF
$ t.�.� $, _5-+7o
.1�.
14. 8" PVC SDR 35 144
LF
S 3a, lg s 3.0 a
IS, COMBO INLET/C.B. NO.2 3
RIVERSIDE
F-A
$ � � (pa S 10
CO. STD.: 02 & DET. SHT. 6
15A. Double G ratc, ,
rN .It
4110(p.01 1411 6to.0-1
C-4
JLK 17.199? 10: 1rw EF;X; 9;F 1EL1, _W.:VES f l.:l. 749 P. S.' 15
TRACT # 28738 & 28961
LA Q UINTA, CA
BID PROPOSAL
It is understood that. the quantities shown aeteon, except for thosa quantities marked "LUMP
SUM", are but estimates Fuld that final pavment will be bused oo the actual works performed.
thump conturnract
prices are fixed not -to-exceed prices for completi.-tg the work item in accordance with . the contract documents.
STORM DRAIN IMPROVEMENTS (#15126)
Item Estimated Unit of Unit Total
No. Work Pay Item Quantity Measure Price
- Price
16. CATCH BASIN/ DRYWELL i EA-
PER DETAIL SHEET 6 --�-- --�---
17. CONSTRUCT BUB13LER 1 EA s t IOq.�S'
PER DETAIL SHEET' 6
18. CONSTRUCT MANHOLE NO. 1 I EA S�OO $ t}. 6
PER RIVERSIDE CO. STANDARDS
19. CONSTRUCT DRYWELL
PER DETAIL SHT NO.6
2t). I LACE ,
IRR1 SCAPNG p _I _
SBE SCOPE OF WO 1 z �� Z// d /
N 0* M"h WRRMA-11 aN ^
TOTAL COST FOR STORM DRAIN IATPROVEMENTS
ITEMS I THRU 20 $
PRICE LNCLUDES ALL ITEMS IN THE SCOPE OF WORK'
C-5
t
'
TRACT # 28738 & 28961
d
_
LA QUINTA, CA
BID PROPOSAL
It is understood that the quantities shown hereon, except for those quantities
marked
LUMP
SUM", are but estimates and that final payment will be based on the actual works
performed.
.•,.,Rtr"`
Lump Sum prices are fixed not -to-exceed prices for completing the work item in
accordance with
:.
the contract documents. '
PAVING IMPROVEMENTS (#15159)
Total
Item Estimated Unit of
Unit
No. Work Pay Item Quantity Measure
Price
Price
1,,J' AC / 5" CLASS H BASE 171,600 SF
0.13
�S4
2.i�AC / EXITING BASE SF
0. (Ds
w
500
3. SUBGRADE BALANCE 171,600 SF
0. 10
1 coo. 00
4. REMOVE EXISTING AC 500 SF
( co
5� W
jZ,100
5. 1" ASPHALT CAP—171,699— SF
0. as
43, 0as. aD
6. MOVE -INS FOR AC CAP 3 EA
1 C00• co
3 cco oo
TOTAL FOR ITEMS 1 THRU 6 $ Z9 9, a7$_4v_
NOTE: ALL UNIT PRICES INCLUDES ALL OF THE ITEMS IN
SECTION D "THE SCOPE OF WORK".
r2- ?973s'
7-;,g
7-R- ,,�L89(
1a 6, 5DO
C-4
�r
um
,BID PROPOSAL
V—; i W, r f yy�' bK+a•to ..�'.w%' {a"x ftr�s 1{ 'Ky� . ''`�.J' r J+.(•`r^•'cvYX
!� �•r% K °:'fi ,r'•y':%h 1r:�l- '`S`f�'r.3.Y: c"'�,�1'`,Y _ is .d_ v...._ .. c`-- _
dr £�h is understood that the quantities shown hereon; except for those quantities marked "LUMP SUM", are but
• �,cr, mates and that final payment'will be based on the actual works performed Lump Sum prices are fixed
Y ,r +f not to=eiiceed prices for le ti „r ,s comp ting the work item in acoor dance with the contract documents.
CONCRETE IMPROVEMENTS #15161
Item Estimated Unit of
No. block Pay Item Unit Total
TRACT # 28738 Quantity Measure Price Price
1.6" WEDGE CURB 3,683
LF $9.00 $33,147.00
2. TYPE A-6 CURB & GUTTER 22
LF $9.00 $198.00
3. CURB TRANSITION 18
LF $9.00 $162.00
4. 10' X 4" CART PATH 300
SF $3.75 $1,125.00
5. LOCAL DPRESSIONS 2
EA $120.00 $240.00
6. REMOVE 6" CURB & GUTTER 30
LF $20.00 $600.00
7. REMOVE CROSS GUTTER 360
PER RIVERSIDE CO. STD. 200 SF $5.00 $1,800.00
TRACT # 28961
8.6" WEDGE CURB 6,448
LF $9.00 $58,032.00
9. CURB TRANSITION 40
LF $9.75 $390.00
10. CROSS GUTTER 872
SF $7.25 $6,322.60
11. LOCAL DPRESSIONS 5
EA $120.00 $600.00 •
TOTAL FOR ITEMS 1 THRU 11 - $1029616.00
NOTE: ALL UNIT PRICES INCLUDES ALL OF THE ITEMS IN
SECTION D "THE SCOPE OF WORK".
C-4
The following General and Special Provisions are attached to and made a part of Permit No.
GENRRAL PROVISIONS
The following shall always apply:
ENROACITIWM ON PRIVATE PROPERTY: This permit authorizes wort to be accomplished within City of. La Quints right of
way. ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to
secure permission from abutting property owners. • Such authorization must be secured by the permittee prior to starting work.
TRACKLAYING CONSTRUCIION EQULPMENI: Cleated tracklaying construction equipment shall not be permitted to operate on
any paved surface unless fitted with smooth -faced street pads. All mechanical outriggers shall be with rubber street shoes to
Protect the paving during excavations. Rubber{ired'equipment only shall be used in backfill operations in paved areas. If the existing
pavement is scarred, spelled, or broken during, the term of this contract, or if the pavement is marred, City of La Quints shall request
that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (27 of A.C.
surfacing plus appropriate seal coat as specified above.
PROTECTION OF TRAMC: Ail excavations and work areas shall be properly lighted and barricaded as deemed necessary by the
City Engineer or La Quints, City Public Works inspectors. Suitable detours and detour sigos.shall be placed and maintained for the
duration of the project. The City shall be notified.24 hours in advance of any traffic detours or delineations.
CARE OF DRAINAGE STRUCTURES: Any drainage structure including corrugated metal pipe, concrete pipe, steel culvert and
concrete structures encountered during excavation which necessitate removal shell be replaced in kind. In the event it becomes
necessary to remove or cut existing drainage structures, City of La Quints shall be notified prior to commencement of this work.
Drainage structures and open drains shall be kept free of debris at all times for proper drainage.
RIGHT OF WAY CLEANUP: P: Any surplus material resulting from excavation and backfin operations shall be removed from the right
'Of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction.
Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be •removed
Prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used
immediately after backfill.
DE -WATER OPERATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall
be the responsibility of the permince (contractor) to control this water and to provide off-exect barricades when necessary..
CLOSING STREEPS: No street shall be closed. A minimum of one lane of traffic shall be maintained at ell times to provide limited
access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that l t'must close a street for
any length of time, permittee shall contact this office to obtain the necessary permission.
,, SPECIAL PROVISIONS
The following shall apply when indicated:
NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advace of
n-D
nstarting construction.
ITIIIdT Y CLEARANCE (Substructures) Prior to making any excavation within the City of La Quinta right of way
authorized by permit, the permittee shall contact all concerned utility companies relative to the location of .existing
substructures. Damage to existing substructures resulting from operations conducted under this permit aball be the sole'
responsibility of the permittee.
eUTIIITY CLEARANCE: (Surface Structures) No work shall be done under this permit until all utilities are clear of the
Proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
R4 PAVED7EM WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with inches of A.C. paving placed on inches Of -class aggregate subbase'course having an 'R'
value of not less than and is conformance with City of La Quinta Road Improvement Standards and
Specifications, Ordinance t461,
C n5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall -be graded to a slope of
1/4 inch to one foot (I).
GRADE. CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
R7 CURB .REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter. (feet) shall be
removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of la Quints Standard #207.
RS DRIVEWAYS: A.C. driveways ehnll be constructed as not to alter existing drainage pattma. Surfacing between the property
line and the existing road paving shall be 2 1/2 inches of A.C. paving placed on of clew aggregate base.
Driveway construction shall conform to attached drawing.
R9 SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times.
RIO SOIL STERILEMU :The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with.the
manufacturer's specifications.
R 11 COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State of City of La Quints, projects.
R 1 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when involved shall be completely tied out so they may readily and correctly be
replaced by a licensed civil engineer or surveyor at the expense of the permittes. A complete set of notes showing the ties to
these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified
upon completion or replacement of all survey monuments for proper projackelearance.
13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight to a straight edge prior to excavation. Method
of pavement cutting shall be approved through the office of the City Engineer.. (Under no circumstances shall excavating
equipment be used to excavate prior to cutting of pavement.) Excavation material shall be placed in such a position as to best
facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to 1000 linear feet of open trench before backfill operations must
begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the
traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No
excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction
material is actually on the work site.
R15 BACKFI L, MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing an adequately consolidated backfill. Any material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced
by an approved sand or gravel.
R16 BACKFI L. SAND: Backfill shall be approved transit -mix sand or equivalent and shall be'ptaced in lifts of not greater than
three feet (3) and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any can,
a relative compaction of 95 percent shall be attained with the structural section of the roadway.
R17 BACKFILL PLACEMENT- Backfill shall be applied_ in layers of not more than 50 percent of the total depth of the trench
before flooding or a maximum of five-foot (51 lifts where trenches are of excessive depths. Care is to be exercised that the
backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting
compaction shall be not lees than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction.
Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where
jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuous.
RCS COMPACTION TESTS: If so required by the inspector, compaction teats shall be made at intervals of not more than 1000
v feet and a minimum of one (1) teat on each road: One (1) copy of each test shall be forwarded to the City Engineer for
approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the
Standard Specifications, Division of highways, State of California, dated January 1973.
R1..9 COMPACTION TESTS: If so required -by the inspector, compaction teats shalt be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the. City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of
California, dated January 1973.
920 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch
consisting of 2 inches of SC400 shall be placed on a prepared subgrade. The SC-8W temporary paving shall be placed after a
maximum of 3000 linear feet of trench has been excavated and backfill operations completed, but in no case shall the
placement of the temporary pavement exceed a five (5) day limit.
R21 pERMANE TT.PAVEMENT RIEPADR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2') of SC-800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a
inch class base shall be placed no later than days after completion of temporary road repair.
(9P FOG SEAL, A fog Beal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as
determined by the City Engineer.
R2 STREEr RE.STRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon
completion of permanent repairs.
R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right of way shall be
accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling
public. It shall be the responsibility of the permittee to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections which can be handled safely without interferetce or hazard to highway traffic. The
entire width of the -tree stump shall be removed and disposed of so that no debris remains in view of the highway. The stump
hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where is becomes necessary to
restrict traffic, the work shall be restricted to a maximum of 500 feet at any one time. Adequate signs, flagmen and or
barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfrlled and compacted to not less than 90 percent or equivalent to the
surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall
comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
s ..
2
k3
SPECIAL CONDITIONS --PERMIT NO. 3045
--- BROOKFIELD HOMES ---
In addition to the standard permit conditions, the following shall apply:
Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications For
Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
Brookfield Homes, hereinafter referred to as "Permittee", shall be responsible for providing
continuous dust and erosion control. All areas shall be kept watered down daily including weekends.
Streets shall be kept clean. They shall be completely cleaned at the end of each working day and
more frequently if required.
4. Pursuant to Section 6.08.050 of the La Quints Municipal Code.(Ordinance 18 § 1, 1982), throughout
the work site, the Permittee shall comply with City regulated work hours. Operation and
maintenance of equipment within one-half mile of human occupancy shall be performed only during
the following time periods:
October 1 st to April 30: - Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1 st to September 30: Monday -Friday 6:00 a.m to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
Work performed within 500 feet of a signalized intersection is restricted between the hours of 9 a.m.
- 3 p.m. Traffic control shall'be set up after 9 a.m. and removed before 3 p.m. The Permittee shall
contact the Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal
operation at the intersection is to be altered in any way.
6. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
Permittee shall assume responsibility for repair of any pavement damage to any public or private
street and for. any damage to other City streets or facilities as a result of work performed under this
permit.
7. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
advance warning signs and traffic control shall be installed and maintained in accordance with Cal
Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control
plan, if required, shall be prepared in accordance with the WATCH Manual and submitted to the
City for review and approval one (1) week prior to starting any construction. It shall be the
Permittee's responsibility to appropriately detour and barricade, all construction sites.
Special Conditions - Permit No. 3045 Page 1 of 4
SPECIAL CONDITIONS --PERMIT NO. 3045
--- BROOKFIELD HOMES ---
8. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
street closures shall not be permitted. A minimum of one travel lane of paved surface shall be
maintained with flagmen at all times.
9. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422-
4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated
excavation which impact City facilities, including but not limited to traffic signal conduits and loops,
irrigation lines, electrical conduits, and storm drain facilities.
10. Should additional work, materials, or modifications of the work be required in order to meet City
standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall
be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost
to the City of La Quinta.
11. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest
edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise
specified herein.
Native material may be used as backfill material provided that minimum compaction, achieved in
the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no
water densified compaction via jetting or flooding or other means shall be allowed. It shall be the
Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection,
onsite, at all times during backfill operations.
Backfill compaction shall be achieved by the following conditions:
A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material,
such material shall be removed to the limits directed by the Geotechnical Inspector and/or the
City Inspector and the resulting excavation backfilled with pipe bedding material.
B. Backfill materials shall be brought to or maintained at an appropriate moisture content for
compaction. The appropriate moisture content range shall be established at the onset of the
project and ensured prior to use of the materials through progress testing on the stockpiles.
C. The first length of trench backfilled shall be backfilled in the presence of the.City Inspector.
Compaction shall be tested at random depths at approximate three-foot vertical intervals as
backfill is placed to ensure the effectiveness of the compaction methods and to establish the
depth of lift that can be compacted.
D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall
be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift
thickness to be compacted for the remainder of the project.
Special Conditions - Permit No. 3045
Page 2 of 4
SPECIAL CONDITIONS --PERMIT NO. 3045
--- BROOKFIELD HOMES ---
F. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift
of backfill, per 300 linear feet of open trench, at randomly selected locations within the open
length of trench.
G. The depth of the randomly selected compaction tests shall also be randomly selected except
that where multiple tests are required in a given length of trench, the tests shall be no closer
than three feet (vertically) from each other.
H. If any compaction test fails, previously placed backfill (in the same length of open trench or
previous lengths of trench) which is represented by the failing test (as determined by the City
Inspector), shall be tested for compliance with compaction requirements.
I. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all
test results shall. be furnished to the City Inspector.
12. All excavations within City of. La Quinta right-of-way shall be backfilled, and temporarily paved if
within the existing travel way, at the end of every workday as directed by and to the satisfaction of
the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed
that which can not be backfilled in the same day. Excavated trenches shall not be allowed open
overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet
in length, open overnight at a point where construction will begin the next day, provided that this
length of trench is completely covered by steel plating.
13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to
its original condition.
14. Access and egress to all local properties shall be maintained at all times.
15. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
permanent pavement replacement shall be completed no later than seven (7) days after the
completion of the work. Permanent pavement replacement shall conform to the following
conditions:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges
shall be straight and clean.
B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker
than existing of asphalt concrete over the same existing thickness of crushed aggregate base
or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of
the Standard Specifications for Public Works Construction. The replaced pavement and base
material shall be compacted to 95% relative compaction and respectively tested, for each 300
linear feet of trench. Verify exact structural replacement section thicknesses with the City
prior to installation.
Special Conditions - Permit No. 3045 Page 3 of 4
SPECIAL CONDITIONS --PERMIT NO. 3045
--- BROOKFIELD HOMES ---
C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium
asphalt concrete as the base course lift and a City approved ''/2" max medium finish course lift
for capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. For transverse trenches across improved streets, the existing pavement surface, three (3) feet
on either side of the excavated trench, shall be cold -milled to a depth of 0.10', with a "butt"
joint created along each edge of the cold -milled area, and a new 0.10' lift of/2" max medium
asphalt concrete pavement overlay applied throughout thecold-milled area.
E. For longitudinal trenches within improved streets, the existing pavement surface, through the
lane width (within lane line striping), shall be cold -milled to a depth of 0.10', with a "butt"
joint created along each edge of the cold -milled area, and a new 0. i 0' lift of/2" max medium
asphalt concrete pavement overlay applied throughout the cold -milled area.
F. If grinding and capping operations are not performed in the same day as base paving
operations, the base course lift of 3/4" max medium asphalt concrete shall be installed from
saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of
paving shall not be left 0.10' low in anticipation of grinding and capping.
F. Any existing lane striping affected by this resurfacing shall be replaced in kind by the
Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal
loops shall be removed and replaced in kind. The finished pavement surface shall be smooth,
consistent, and shall conform to the surrounding grades.
16. Permittee shall notify the City of La Quinta Public Works Department a minimum of 48 hours prior
to commencement of any construction at (760) 777-7075.
17. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work
performed under this permit with an approved dust control treatment. Soil stabilization shall be done
immediately after completing the operation.
18. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City
has designated, certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets
not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a
restricted street if making a delivery or pickup on the subject street, or if this permit specifically
grants permission to use the street to deliver street construction materials and/or equipment.
19. This permit allows for construction of the subdivision improvements per the approved plans for tract
28961.
20. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
Special Conditions - Permit No. 3045 Page 4 of 4
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TRANSMITTAL
DATE: September 17; -1999
" - TO: Hector Guzman
r FIRM: CITY OF LA QUINTA
Public Works Dept. '
FROM: Carol Ford'
DIRECT #: • 619-794-6172 •�
FAX #:- 619-793-2395 . `
SUBJECT: TR 28961 ENCROACHMENT PERMIT FEE
` TRANSMITTING VIA CALIFORNIA OVERNIGHT:
I check in the. amount of $5,098 as payment for Encroachment Permit Fees for Tr. 28961
{
COMMENTS:
Per our conversation Friday. Thanks for your help, Hector.
`.Please call Mike Daley at 535-0068 and let him know when the. permits are ready.
February 10, 2000 1GRRnITI
n
225-432 ��� cotlSmun
company ,
Brookfield Homes
12865 Pointe Del Mar, Ste 200
Del Mar, California 92014
Attention: Tim Wellman
Project: Tract 28961 and 28738
Heritage — Wingfoot/Baltusrol
La Quinta, California
Subject: SSPWC Section 400 (Tentative) Asphalt Concrete Mix Design Submittal
19.0 mm (3/4") Type 111A A. C., Class B-3 PRODUCT CODE: T13A46MM
We intend to provide 19 mm (3/4") asphalt concrete that conforms to the following criteria:
Sieve Target SSPWC
Size 3/4" 1/2" 3/8" Sand #1 Sand #2 Total Value 400-4.3
% Used 14 18 18 43 7 100 (Range) Accept. Val.
1.61 100 100 100 100 100 100 100
1.0" 100 100 100 100 100 100 100
3/4" 88 100 100 100 100 98 98(95-100) 95.5-100
1 /2" 38 78 100 100 100 87
3/8" 9 25 100 100 100 74 74(65-80) 68-80
No.4 2 1 15 98 98 52 52(44-59) 46-58
No.8 1 1 4 77 78 40 40(31-45) 35-45
No.16 3 58 35 28
No.30 1 44 9 20 26(13-26) 15-25
No.50 28 3 12
No. 100 15 1 7
No.200 11 4.7 5(3-8) 3.5-6.5
PERCENT OIL (Dry Weight): 5.0% 4.5-5.5%
TYPE OF OIL: AR 4000
PLANT LOCATION: Indio, Ca
AGGREGATE SOURCE: Indio, Ca. (91-33-0030)
SAND EQUIVALENT: 55
STABILITY: 39
AIR VOIDS: 4.4%
If there are any questions regarding this mix design, please contact the undersigned.
Respectfully Submitted,
GRANITE ONSTRUCTION CO
R. Layne Richins
-Quality Control Manager
Attached: Air Void Calc Sheet, Voids to AC Graph, OBC Sheet, .45 Power Gradation, VMA Graph
Southern California Region
38000 Monroe St.
Indio, CA 92203
Phone 760/775-75 0
FAX 760/775-8227
February 10, 2000
225-432
Brookfield Homes
12865 Pointe Del Mar, Ste 200
Del Mar, California 92014
Attention: Tim Wellman
GRRnn
COIISTRU[
commm
Project: Tract 28961 and 28738
Heritage — Wingfoot/Baltusrol
La Quinta, California
Subject: SSPWC Section 400 (Tentative), As Concrete Mix Design Submittal
12.5 mm (1/2") Type IIA A. C., Class C-3
PRODUCT CODE: T13A44MM
We intend to provide 1.2.5 mm (1/2") asphalt concrete
that conforms to the following criteria:
Target SSPWC
Sieve
Size N4" 1/7, 3/9' Sand #1
Sand #2
Total Value 400-4.3
% Used 0 15 25 52
8
100 (Range) Accept. Val.
1.51' 100 100 100
100
100
100
1.001 100 100 100
100
100
100
3/41' 100 100 100
100
100
100
1/2" 78 100 100
100
97
7(95-100) 94.5-97.5
3/8" 25 100 100
100
89
89(80-95) 84-94
No. 4 2 15 98
98
63
63(54-71) 57-69
No.8 1 4 80
78
49
49(38-54) 43-54
No.16 3 58
35
34
No.30 1 44
9
24
24(17-32) 19-29
No.50, 25
3
13
No. 100 15
1
8
No.200 11
0
5.7
6(3-8) 4.5-7.5
PERCENT OIL (Dry Weight):
5.5% 5.0-6.0%
TYPE OF OIL:
AR 4000
PLANT LOCATION:
Indio, Ca
AGGREGATE SOURCE:
Indio, Ca. (91-33-0030)
SAND EQUIVALENT:
55
STABILITY:
39
AIR VOIDS:
4.5
If there are any questions regarding this mix design, please contact the undersigned.
Respectfully Submitted,
GRANITA CONSTRUCTION O
R..ayne chins
Quality Control Manager
Attached: Air Void Calc Sheet, Voids to AC Graph, .OBC Sheet,
.45 Power Gradation, VMA Graph
Southern California
38000 Monroe St.
Indio, CA 92203
Phone 760/775-751
FAX 760n75-8227
4
February 10, 2000
Brookfield Homes
12865 Pointe Del Mar, Ate 200
Del Mar, California 92014
Attention: Tim Wellman
Project: Tract 28961 and 28738
Heritage— Wi.ngfoot/Baltusrol
.La Quinta, California
Subject: Crushed Aggregate Base
PRODUCT CODE: T23SASB2
Caltrans SS-1 Section 26 or SSPWC 200-2.2
We intend to provide crushed aggregate base that conforms to the following criteria:
Caltrans
SSPWC
1200-221
Size Sample Sample Sample
Sample
Total
#1 #2 #3
#4
O. R.
1.5" 100 100 100
100
100
100
1.0" 100 100 100
100
100
100
3/4" 95 96 95
95
95
90-100 90-100.
1 /2" 74 74 77
75
75
3/8" 62 60 63
61
62
50-80
No.4 51 48 52
50
50
35-60 35-55
No.8 35 33 35
37
35
No.16 28 28 31
29
29
No.30 23 21 24
22
23
10-30 10-30
No. 50 17 13 14
14
15
No. 100 11 9 9
9
10
No.200 .6 4 5
5
5
2-9 2-9
PLANT LOCATION:
Indio, Ca
AGGREGATE SOURCE:
Indio, Ca. (91-33-0030)
SAND EQUIVALENT:
54
DURABILITY INDEX:
42
R — VALUE:
84
MAXIMUM DENSITY:
136.8 LBS/F1
If there are any questions regarding this mix design,
please contact the undersigned.
Respectfully Submitted,
IN
R. Layne Kchins
Quality Control Manager
nu Sli
Southern California Region
38000 Monroe St.
Indio, CA 92203
Phone 760/775-75 0
FAX 760/775-8227
N1I ATER
ES7ABLISHE15 IN 1918 AS A PUBLIC AGENCY
O/ST R (Cl
COACHELLA VALLEY WATER DISTRICT
POST OFFICE BOX 1058 • COACHELLA, CALIFORNIA 92236 • TELEPHONE (760) 398-2651
DIRECTORS OFFICERS
TELLIS CODEKAS, PRESIDENT THOMAS E. LEVY, GENERAL MANAGER -CHIEF ENGINEER
RUSSELL KITAHARA, VICE PRESIDENT BERNARDINE SUTTON, SECRETARY
JOHN W. McFADDEN February 8, 2000 OWEN MCCOOK, ASSISTANT GENERAL MANAGER
JOHN P. POWELL, Jr. REDWINE AND SHERRILL, ATTORNEYS
DOROTHY M. NICHOLS
v
Fi.l-e: 0421.1
0721.1
ookfield Heritage, Inc.
865 Pointe Del Mar, Suite 200
1 Mar., California 92.01.4
ntlemen:
Subject: Tract 28961 Water Inspection No. 5587
Tract 28961 Sewer Inspection No.. 5588
he status of your p.roject.'as of January 1.9, 2000, is approved for service at
0. percent as of January 3.9, 2000.
hou.l.d you have any questions please contact me at (760) 398-2.651,
xtensi.on 539.
Yours very truly,
:tf\svc\in9p\2000\feb\20961stB
z/';�/ �/a f4"�
Roland Bustamante
Principal. Inspector
TRUE CONSERVATION
USE WATER WISELY
A I ER ESTABLISHED IN 1918 AS A PUBLIC AGENCY
�ISTRI
COACHELLA VALLEY WATER DISTRICT
POST OFFICE BOX 1058 ° COACH,ELLA, CALIFORNIA 92236 *TELEPHONE (760) 398-2651
OFFICERS
(RECTORS THOMAS E. LEVY, GENERAL MANAGER -CHIEF ENGINEER
ELLIS CODEKAS, PRESIDENT BERNARDINE SUTTON. SECRETARY
USSELL KITAHARA, VICE PRESIDENT OHN P. POWELLWELL,J February 8, 2000 OWEN McC00K, ASSISTANT GENERAL MANAGER
OHN W. E REDWINE AND SHERRILL, ATTORNEYS
r.
OROTHY M. NICHOLS
File: 0421.1
0721.1
,. B.00kfi.e.l_d..H.e.x:.ta.ge.,..,.,I,nc.;•;;.:
1 865•Pointe bel Mar_, Suite 200
D 1 Mar, California 92014
Gentlemen:
Subject:. Tract 21643/28738 Water Inspection No. 5595
Tract 21643/28738 Sewer Inspection No. 5589
e status of your project as of January 19, 2000, is approved for service at
percent as of January 19, 2000.
ould you have any questions please contact me at (760) 398-2651,
tension 539.
Yours very truly,
• � � Cl� �G?itlx lS��
Roland Bust:aman.te
Principal Inspector
,B:tf\svc\insp\2000\feb\2.8738sts
TRUE CONSERVATION
USE WATER WISELY
Feb 09 00 09:34a Martha huno •760-398-5875 p.2
Scheduled Date: L- i- O a M T& TH F.
RKPERIAL IRRIGATION DISTRICT
81-600 Avenue 58 P.O. Box 1080 La Quiata, CA 92253
Phone: (760)398-5872 or (760)398-5828
Fax: (760)398-5875 or (760)391-5999
INSPECTION REPORT OF UNDERGROUND/OVERHEAD ELECTRICAL FACILITIES
An inspection/ meeting/ transformer installation/ sweep/ mandrel of underground/ of electrical
facilities was performed by Imperial Irrigation District as requested by:
Contact Person: A , Ke Phone: S4 Y-1B-t', 9 Pager.
Company: Fax: - 6 Y - 83 / % Job Copy Attached_
WORK ORDER NO. CSP NO. Estimator
JOB SITE: Ti4c7`
SPECIAL INSTRUCTIONS: A l L%r S S 14 ✓f .- ,e
All underground/overbead facilities mentioned above:
Have Been Installed . A .Operational
_A�e Complete 4AVE PASSED INSPECTION
—Have Been Approved Pending Installation of Panel
_HAVE NOT PASSED INSPECTION due to the following deficiencies:
• If you have questions or need to schedule a re -inspection after deficiencies have been corrected,
please contact Bobby (Construction) at (760)398-5872 or Carlos (Engineering) at (760)398-5828.
• For information about work order scheduling, please contact the Work Order Control
Coordinator (Susan) at (760) 398-5860.
ROBE T MARRUJOpPower Inspector / Date CARLOS LEGASPI, Power Inspector / Date
NOTICE TO CONSUMER
As a reminder, it is the responsibility of the Owner(s), Developer(s) or Contractor to supply and maintain all
necessary safeguards and to ensure a safe working environment during and after the consinw ion and/or
uwailadon of the underground power system It is the Impend Irrigation -District's (Disind's) policy to occupy
and energize only those portions of the system for which a widen service request has been made and all line
extension charges and connect fees home been paid
Further, only those portions of the system %*kh are actually occupied and energized by the District will be
released from the Owner's or Applicant's responsibility. The Owner(s) or Developers) shall continue to be
responsible for the maintenance, repairs, safety, corrections and the liability for the balance of the unoccupied
and u nenergized portions of the power system, until such time that the District takes possession
02/08/00 22:42 GTE PS ACCESS DESIGN � 760 5648317
N0.160 P002/003
February 9, 2000
Mr. Hector Guzman
City of La Quinta
P.O. Box 1504
78 495 Calle Tampico
La Quinta, CA 92253
Dear Mr. Guzman:
Subject: UTILITIES 'VEYt ICATYON
GTE Network Services
295 North Sunrise Way
Palm Springs, CA 02262-5295
Per your request, GTE California has placed distribution facilities for Tract # 28738on
Winged Foot in the City of La Quints It was placed underground and was accepted by
GTE California.
If there is any additional information required, please feel free to contact me. Thank you.
Sincerely,
Rod Farnsworth
Engineer — Access Design
760/864-1720
RL A w
A part of GTE Corporation
02/08/00 22:42 GTE PS ACCESS DESIGN 4 760 5648317
N0.160 P003/003
February 9, 2000
Mr. Hector Guzmn
City of .La Quinta
P.O. Box 1504
78-495 Calle Tampico
La Quinta, CA 92253
Dear Mr. Guzman:
Subject: UTILITIES VERIFICATION
GTE Network Services
295 North Sunrise Way
Palm Springs, CA 92262-5295
Per your request, GTE California has placed distribution facilities for Tract # 29961 on
Bellerive and Baltusrol in the City of La Quinta. It was placed underground and was
accepted by GTE California.
If there is any additional information required, please feel free to contact me. Thank you.
Sincerely,
kod Farnsworth
Engineer T Access Design
760/864-1720
RL ttjw
A part of 43TE Corporation
I
Sent By: GAS CO; 760 773 9243;
The Gas Company-
08 Feb 00 3:48PM;Job 974;Page 1/1
TO;CI7`Y OF LAQUII9TA
FR.SO, CAL. GAS, CO.
DATE:
SUBJECT: TRACT #
THIS IS TO NOTIFY ALL CONCERNBD,GAS
INSTALLATION HAS BEEN CONTLETED IN THE ABOVE
N TRAC .
RESPECTFULLY,
PAMCK W. DCANE
r.
Mcoft
%a cam,
15095 MO�firir.
Po/m OMrrn. G
Wil
02/08/00 15:00 $760 340 2384 TIMEWARNER CABLE 1@001
ll H f'{ E WAR � j� � 7 ct5er Cook Sheer
11�'� .�� lj `�7J E9'"` rar»: n��sc, �, c:A 92211
CABLE (760) 340-.7 312
FAY: ('760) 340-23R4
February 8, 2000
City of La Quinta
Attn: Hector Guzman
78-495 Calle Tampico
La Quinta, CA 92253
RE: Winged Foot - Tract 28738
Bellerive — Tract 28961
Bal.tusrol. — Tract 28961
Dear Mr. Guzman,
According to joint trench plans presented to Time Warner by the developer all necessary
street work for CATV on the above mentioned tracts commonly referred to as Winged Foot
- Tract 28738, Bellerive -- Tract 28961 and Baltusrol — Tract 28961 have been completed
and may be paved.
.if you have any further questions, please contact me at our office Monday through Friday
8:00 a.m. - 4:00 p.m. at (760) 340-1312 extension 332.
Sincerely,
Ray Carrillo
Project Coordinator
RC:rmw
cc, Butch Savoy
File
Sladden Engineering
6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369
39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895
Date
Job No. �122
FIELD MEMO
Project Name 471 r'Ap W';
Site Address
Job Phone
Work Done
Test Summary / Footings Inspected
Client:
Test
No.
Location
Elev.
Dry
Density
Moist
%
% RelativeFRef,.Max
Compaction
Moist
%
f o o
Uot:'* '. 4.?Y
03- 0
8-z
2
( f z
�{
,��' .4 36
` ?-;
,Z- 7
%3
107
'r-0 W
l05.0
9 H
1 rL
Lot' t
111-o
9-o
qC
117-
Comments
24 hour..notice requested to
a
dule Field Technician. Thank you for the c
Super. or Agent
to.be of, service.
O.den Engineering, �} -
6782'S_ tanton Ave:, Suite E, Buena Park, CA 90621: (562) 864-4121 (714) 523-0952 Fax (714) 523`1369f,. ,ry
397725 Garand Ln., Suite G, Palm Desert, CA 92211 .(760) 772-3893 Fax (760) 772-3895
Date
:Job NoS22'-
i ' �... - . .. -° - FIELD MEMO •
Pr' oject,Name r Client:
Site Address - -
Job Phone -
t
Work Done
..., CC)MpA 0 N Gc*t'!' �AG1G t i
Test Summary / Footings Inspected
Test `
No.:
Location
Elev.
Dry
Density -
Moist
%
% Relative.
Compaction
Ref. Max
pcf
Moist
F("7
to
G
97
112,
i
o
,1 M
Field.Tec
j. Super or Agent
hourMnotice requested to schedule Fieldf fechrnaan` Thank you for the opportunity to;be,of.seivice�- -
-7i Y' �., t { y{. I+. "` =i ♦ M • .. •'+ii'1*..�'3 W !ev w... .. .... 1-. _ ru.� A'i ' Lr , _
rSlcicJen .Engineering;
.! `'6782 Stanton^Aye., Suite E, Buena Park, CA 90621 (562)•864-4121 . (714) 523=0952 Fax (714) 523-1369
+ _ 39=725.Gararid Ln., Suite G, Palm Desert, CA 92211• (760) 772'3893 :Fax (760) 772-3895
Date �-� %- O O
Job No.
FIELD MEMO
Project Name �gOUo1> /Vom Client:
Site Address G -Tk 2Q 7;?
Job Phone
Work Done � A� �1 LS IS okL
Test Summary / Footings Inspected
Test
No.
�® ocation
Elev.
Dry
Density
Moist
%
% Relative
Compaction
Ref. Max
pcf
Moist
%
2-�
96 .�r
/�. j
70
i'u7
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1 T—
fi't2c �` O a'lL gt✓
:Field. ec..- -Super. or Agent
h
f'r24,hour,! otice equested to schedule Field Technician. Thank you for the.opportunity to be of service.
-3
Sid fth Engineering-
-31::L -:>�O V-D,
- 562) 864 -4121 714) 523-0952 Fax (714):523- 1369
6782 Stanton Ave., Suite E, Buena Park, CA*90621
39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895
Date
Job No.
FIELD MEMO
Project Name � (-Z 0'0 < F=/ I=- Clien"t:
Site Address LA oulA-r-t-A,
Job,,Phone
Work Done
Test Surnmary / Footings Inspected
Test
No.
Location
.
Elev.
Dry
Density
Moist
%
% Relative
Compaction
Ref. Max
pcf
Moist
%
L./ATr-'P- LIAJF- Zs -Rs
2-
75
103
7.5
-7 2.2 X.
2 5-
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LIATF:: V SF 12
1vj
901/
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Field Tech.
2-41 6o6- r riot. i c16, rea u -6st,
to'schedule -FieldrT66hni&in:-7 Thwk46ugor the op{
Super or Agent
-tunity to be of service.
G-r5rs4A.�
; 22a'rt.:.j.c.
(SE)SIodde"11 Engineerin�
6782 Stanton Ave. Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 ✓ Fax (714).523-1369-- - + �•
rr 39-725 Garand Ln.,-Suite G, Palm, Desert, CA 92211`' (760) 772-3893 Fax (760) 772-3895
Date
Job No.
FIELD MEMO
Project Name fa lL k 40(,A Client:
Site Address -
I
Job Phone
Work Done _
Co >-v o->' -h o� o iu W
Test Summary / Footings Inspected
Test
No
Location
Elev.
Dry
Density
Moist
%
% Relative
Compaction
Ref. Max
pcf
Moist '
o0
'w 15.
<0
tL
91
j3.
dV t�
100.0
•0
90
Comments
Field Tech..
YA`4� y24-hour�riotice requested ito,scheddle,Field Tech
f
Super. or Agent' -
an.', Thank you for -the opporturnty to be!of service y- :-A
;vT in :sa T:,,q,
z
SlacJclen*Engi
I I'Vow I I I I %J
(714) 523-0952 "Fax (71.4 523-j 369
Stanton-Ave�;'S6itb E�Buena.Park, CA 90621 (562) 864-�, 121
6782.' - 4
-39-725'Garand:Ln., Suite G, Palmb6;'ert, CA 92211 (760) 772-3893 Fax (760) -772-3895
Date
Job No. �);_I:Z 9 O'N
FIELD MEMO
Project Name Client:
Site Address Tom' ?A961
Job Phone
Work Done
Test Summary / Footings Inspected
-test
No.
Location
Elev.
Dry,
Density
Moist
%
%Relative
Compaction
Ref. Max
pcf
Moist
%
VIA
T&
IQ,
el ID
Super. or Agent
24 hour4nouce, requesied't6 -schedule 'Field-oTechnic6n. Thank,you for the opportunity to,be.of service.
?iR .s ,. .a 't i-..vr�� 7}. - ..a - -- - - .+� vJ� `vt-r•- � .. inir� .. �,s,.
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�SIdidden Engineering K _;4
6782,Stanton'Ave.j Suite E"Buena.Park, CA 90621 (562)'864-4121 (714) 523-0952 Fax (714) 523'1369 i t
39-7.25.Garand-Ln.,,Suite G, Palm Desert, CA 92211 (760) 772-3893,, Fax (760) 772_3895 `
Date
Job No. 5-2Z-01oST
FIELD MEMO
Project Name �•2OC)V Pol m? Client:
Site Address
Job Phone
Work Done �C 5 too D 1�i SGIJ� is Q� �jPLk �l
T....• c/ C^r%finnc Incnnrtarl
:�Ty•zgc�0i
Test
No.
Location
Elev.
Dry
Density
Moist
%
% Relative
Compaction
Ref. Max
pcf
Moist
%
1.
4c) Ai ?Z.
` - 0 3S
`'1�1 5
t3-S
`I
101
-7
Comments
Ali t - A-uc qV - J
r _ j
c . . c, e. �.'`• '.:' � µ r1� is 4� of s. .:i•: y 3 S �
� 4ihour-.."notice�keq *ested to1SCR isidule Field Technician:.Thank you fort
Super. or Agent
pportunity to be of service ,'
'•`iJ 'k. �,a;; t: i`. �y�t'•�1 �r �. "�� ,�. f._�:.�, ��'rtxrt t,^ ._ ' n,i mot. %. „-._
S!a 3 .mil a•�w• _ •:.!'... ,. •. � 1 ,{�,• �,�,,�►}� � a}�L _ D �.
S16cJcJen' Encjineering = 1� �9
6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-412. = (714) 523-0952 Fax (71'4) 523-1369��
• - r•. F 9
• 39-725 Garanu Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 ax (760) J72-38 5
Date
Job No.
FIELD MEMO
Project Name �$G01 Client:
Site Address
Job Phone
Work Done
Test Summary / Footings Inspected
Test
No.
Location
Elev.
Dry
Density
Moist
%
% Relative
Compaction
Ref. Max
pcf
Moist
%
MA A `9 -t
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��24'hou� n,o gequeste�d to schedule Feld Technicians Thank,,ou for".the:opportun ty to be of service. ,i
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Engineering .fy
�. 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (564864-4121 - (714) 523-0952 'Fax (714) 523-1369
" 39-725 Garand Ln., Suite G, Palm Desert, CA 9221.1 ` (760) 772-3893. .'Fax (760) 772-3895
' Date
y' Z Job No. 90GS�
FIELD MEMO.
Project NameD �Cr Client:
Site Address
. Ta • -796i(a i
Job Phone.
Work Done �—F �P.L_s�`1 0� OtV SUV,) - —P5AGV-4C1 L
Test
No.
Location
Elev.
Dry
Density
Moist
%
% Relative
Compaction
Ref. Max
pcf
Moist
%
90
9.
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`I17.004
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Comments
A0 fesf elo',r C)L
i
Field Tech Super. or Agent
24�hournoticesrequestedtoscheduleField Technician Thank you forthe opportunity.to be of service.
*:-�- - . �...�....:.-i-�+.j �?...;..'� �...r.x+......,.'3,,."�...t-+�5.�.'' .t=.«..,w_..,.�r-��""-.— �...i::s......-.�.. �-.... ,..•'�,."k:+..:.: �:.c"x'..:s+'�'�.r�C"-_
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SIdadew Engineering . ' r.. • ' gag:
6782!Stanton Ave., Suite E, Buena Park,:CA'90621 .. (562) 864-4121'; (714) 523-0952 Fax (714) 523 1369�u
r
39725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893r Fax (760) 772-3895
- - Date -Z .91
Job No.
FIELD MEMO
Project Name ��001� F1tIT�-�c��MtS
Site Address (A
Job Phone
Client:
T1Z'2�1�)
Work Done ��yv�pRC,i�ION OQ St W A(-V-V::l 1�
Test Summary /. Footings Inspected
Test
No
Location
Elev.
Dry '
Density
Moist
%
% Relative
Compaction
Ref. Max
pcf
Moist
%
III.
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107
Comments
A II •f--t-�� tPrQF CIO � oP �
Field Tech. Super: or Agent
r 24�Hour notice, requested to schedule Field Technician..Thank.you'.for,the opportunity to be of service
(*Sladden Engineering
6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Faz (714).523-1369
39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895
FIELD MEMO
Project Name gV-r'oV- PA, 1ID Client
Site Address
Job Phone
Date of 4- el 5
Job No. S-ZZ— 9069
--2.219961
Work Done ^�G S"� �"1 �� o iJ
Test Summary / Footings Inspected
Test
No.
Location
Elev.
Dry
Density
Moist
%
% Relative
Compaction
Ref. Max
pcf
Moist
%
t o-
6: S
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t o
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102 • u
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174-7
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1211-1
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1
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Comments
VM
Field Te
Super. or Agent
24 hour notice requested to schedule Field'Technician. Thank you for the opportunity tobeof service,
Sladden Engineering
6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369
39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895
Date
Job No.
FIELD MEMO
Project Name �,Po1L�l��bi7ru�5 Client:
Site Address
Job Phone
Work Done r "MVNJ�C)6'i 0'4-3
Test Summary / Footinas Inspected
Test
No.
Location
Elev.
Dry
Density
Moist
%
% Relative
Compaction
Ref. Max
pcf
Moist
%
ICY
�t7-U
11
Z
�I
JL r
2_O
12•0
q7
T-0
4t1
12
5�i
1
I-C;
10V1
/0,0
Comments
Field Tech. — l/ Super. or Agent
24 hour notice requested to schedule Field. Technician. Thank you for the opportunity to be of -service.