4391'`'NOTE',.
' With proper validation r,
this- o =constitutes an
encroachment permit,- • CITY. OF LA" QUINTA
- 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
..Subdivision Improvement Permit —Class III
DATE: May A- 7nn.S Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Watermark Villas I6 31798'
(nndnminiumm -- _
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION _Rnii*h- r-rnda
. New IDav�lnmm�nt .- F'nndnxx ✓ ✓ (`
DESCRIPTION OF CONSTRUCTION 2SQ rnndnR
-- SPA P1 An AAr tan- o -M:�
- . �.�-.„•�'--+gym..,.,.. .
DIMENSION OF INSTALLATION OR REMOVAL 71 At —an
t e3 I �I
,SIZE'OF EXCAVATION, IF NEEDED
(AUll'
APPROXIMATE TIME WHEN WORK WILL BEGIN
" APPROXIMATE TIME OF COMPLETION Aia inn! 7r�pC
'ESTIMATED CONSTRUCTION COST $ it s �2nn v eng 0t ogyeai_9 J� 2 3
(Including-rerriovaI '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
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 (241' hours;in'advance of the time when work will be, started.
Comply with all applicable City Ordinances,Athe terms and conditions of the per, it and%all app icable rules and regulations of the -City of
La Quinta and to pay for any additional 'replacement necessary as the result of is work.
:
Sign turejofpplicanto Agent _
Watermaick Granite. La Quints a. LLC 200 E. Washi on Ave #100� Rgcordi.do CA 760 839 B239
Name of Applicant (please print) Business Address - Telephone No:
Inaiovative' Resort Communities 200 E. Washington Ave h00 Escondido, CA 92025 760--839-8238'
Name of Contractor and Job Foreman Business Address Telephone No.
763187 5413
Contractor's.License No. City Business License No.
Gemini, 'Insurance CNGPOO1059 l
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit -'Class 111 '
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule,
Inspection Fee $ _\� . Q(lwl . (1!X �, '
�( \- q '�� PERMIT VALIDATION
Permit Fee 0./"0 �s'� C.
PERMIT NO:' 4391
Penalty„
\ Cash Deposit Surety Bond - 1 Q 00 Yk�` ., , J �" DATE APPROVED
,if required r/ .% M r Z. " 0 G
EXPIRATION DATE
-
`
TOTAL: DATEi((�'ED4SSU� 711
.'Receipt No. J,,
f
• B
Received by Date Administrative Authority
Recorded, by + Telephone:, (760) 777-7075
r
• / a
• A O
Date:
Purpose of Construction:
FJq_cy
Do s (R o USWGrG��
6. R"
Description of Construction: 2 So dov Dos
$mac 'Ply SQ
Dimension'of Installation or Removal: 2-1 .Q-C.e'E 5 R
1
Approximate Construction Start Date: f,4bl zoos
Approximate Construction Completion Date: zea
-Estimated.Construction Cost: $ /08� Imo, X zo,
Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and
placing permanent resurfacing and or replacing improvements f j
Contact Name: C y,IL1�A �:,..9,4:37 • .4 _ +Phone Numtier:7k 93 $ <9
Name of Applicant:- ` ` `T fYQ eA,� ,,, f✓1 xi 'C,
Applicant,Address: 2006, Lt)AsNi,C G% 7?7,rJ t��od ConJ y2o
Applicant Telephone Number: Z76,0 - d3g-6230
Name of Contractor:.Z,odoT/d6 ,oeT /�cC.cJeri�S
Contractor Address: • BU f, &)A:sNi,uTp,,) 9-4/oo e9epldlklda, lew .2
Contractor Telephone Number: , 0 39 -d 38
Contractor State License Number: 3 87
Contractor. City Business License Number: /3
► A COPY OF THE CURRENT INSURANCE CERTIT'ICATE MUST BE PROVIDED 4
Applicant or Contractor General Liability Insurance Company:
r►'l l �u N5 .
Applicant or Contractor General Liability Insurance Policy Number:
CA✓ Oo)6-5
Office Use Only:
Inspection Fee:
Permit Fee:
�ppv�•
As -Built
Deposit:_ r.'e' I _ O (2U , 0 (� .
Dust Control
Deposit:
Credit
Amount:
TOTAL FEE DUE:
Office Use Only:
Assigned Permit Number•. /, �� I
Approval Date: '
Expiration
Date:
Issue
Date: '
Administrative Authority:
.j
IFINANCE
NOTE: \ Revenue Codey.l�-- 2'
With proper validation _
this form constitutes an,
.CITY OF LA QUINTA � � ' Gn•7
encroachment permit 3 v 6
APPLICATION FOR . PERMIT
PUBLIC WORKS CONSTRUCTION. (ENCROACHMENT).oFo�sw�
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'
Subdivision Improvement Permit Class I I I
DATE: mn h ?nnS Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Watermark Villas TM 31798
(Street address or Description of Location) .•
PURPOSE OF CONSTRUCTION _Rough r—^aP (nn1l') Sketch (attach construction plans if appropriate)
NPw 1)PVP1 npmPnt f`nndna
DESCRIPTION OF CONSTRUCTION 790 rnndn'
SPP P1^n CPt Nn- -- ,
DIMENSION OF INSTALLATION OR REMOVAL 21 Acres
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN X%y=.6 f QGW— `
APPROXIMATE TIME OF COMPLETION August '0n5 J _/
ESTIMATED CONSTRUCTION COSTS 1$8�,_L9A X �9Z-- 9,8+0
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend. and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property' _
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
,Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicableCityOrdinances, the terms and conditions of the permit and all applicable rules and regulations of the City of '
La Quinta and'to pay for any additional replacement neceisary as the result of this work.
Signature of Applicant or Agent
Watermark Granite La Quints LLC 200E Washington Ave #100 Escondido CA 760-839-8238__
Name of Applicant (please print) Business Address ' Telephone No.
Innovative Resort Communities 200 E. Washington Ave #100 Escondido, CA 92025 760-839-8238
Name of Contractor and Job Foreman Business Address Telephone No.
763187 5413
Contractor's License No. City Business License -No.
3.
CNGP001059
Gemini, Insurance
.Applicant's Insurance Company Policy Number
'FEES: Subdivision Improvement Permit -Class. I II ;
Public improvements: 3% of estimated construction costs
Private improvements: 3% of'estimated construction costs
Minor. Improvement Permit = Class IV: See attached schedule : NS--.- 4391
Inspection Fee �$ 4 qnn nn PERMIT VALIDATION
` 100.00 4391
f Permit Fee PERMIT NO.'
j Penalty ' DATE APPROVED
{{ Cash Deposit -Surety Bond - 1,000.00,
1 if required-.___—_—•-•-- - EXPIRATION DATE
TOTAL: $ ' 5 , 000.00
DATE ISSUED �
Receipt No. By
-1 Administrative Authority
6 Received'by
__- -Date
Recorded by Telephone: (760) 777 7075
FOMOTOR ENGINEERING
t `
PALM SPRINGS, CA '
PRELIMINARY COST ESTIMATE FOR BOND PURPOSES
TRACT NO. 31798
(250 CONDOMINIUMS)
PREPARED: JANUARY 21,.2005.
ITEM
QUANTITY .
UNIT COST
COST
GRADING
CLEARING & GRUBBING '
21 AC
600.00
12,600.00
EXCAVATION
47,800 CY
,2.00_
95,600.00
_
TAGRADING IMPROVEMENTS
108,200.00
. PERIMETER IMPROVEMENTS .
--CONSTRUCT 5'..PERIMETER MASONRY WALL
, 1;612 .LF .:
50.00
80,600.00
CONSTRUCT 5' RETAINING WALL
1,950 LF. "
50.00
.67,500.00 .
TOTAL PERIMETER IMPROVEMENTS
178",100.00
OFFSITE STREET) MPROVE MENTS
CONSTRUCT 8".CURB AND GUTTER'PER LA QUINTA STD
DWG 202
.180 LF.
14.00 "
2,520.00
CONSTRUCT 6" MEDIAN CURB PER LA QUINTA STD DWG
210 AND DETAIL-1'
•245 LF
11.00
2,695.00
SAWCUT 2' FROM LIP OF EXISTING.PAVEMENT
380 LF
1.00
380.00
.1 . GRIND 0.'z4' FROMSAWCUT LINE AND OVERLAY
380 LF
1.00
380.00
- REMOVE EXISTING CURB AND GUTTER "
380 LF
1.00
-380.00
REMOVE EXISTING MEDIAN CURB ISLAND
240 LF
1.00
240.00
.CONSTRUCT 3" A.C. OVER 4.5" A.B. "(CLASS 2) '
6,890 SF
2.00
13,780.00
REMOVE POLE/STRUCTURE WITH NO SERVICE •
1 EA -
200.00
200.00
RELOCATE SERVICE TO UNDERGROUND
2 EA
2000.00
4,000.00
CONSTRUCT'4" THICK CONCRETE MEANDERING
SIDEWALK PER LA QUINTA STD DWG 245
22,595 SF
3.00 -
67,785.00 ,
CONSTRUCT CURB RAMP PER LA QUINTA STD DWG-250
(CASE A)
275 SF
3.00
.. 825.00
CONSTRUCT MODIFIED CURB RAMP PER APWA STD
DWG 111-1 CASE 1)
311 SF
3.00
933.00
TOTAL OFFSITE
STREET IMPROVEMENTS
94,118.00
ONSITE STREET IMPROVEMENTS
.
CONSTRUCT 3" AC OVER 4.5" AB (CLASS 2)
127,415 SF
1.90
242,088.50
CONSTRUCT FLUSH CURB PER DETAIL A, SHEET 5.
5,490 LF
8.00
43,920.00.
CONSTRUCT TYPE 6" CURB AND GUTTER PER LA .
QUINTA STD DWG 201
1,180 LF
12.00
14,160.00
CURB TRANSITION FLUSH CURB TO TYPE 6" CURB AND
GUTTER PER DETAIL B, SHEET 5
25 LF
12.00,
300.00
CONSTRUCT CURB INLET CATCH BASIN PER LA QUINTA
STD DWG 300.
4 EA
3000.00
12,000.00 .
CONSTRUCT CROSS GUTTER & SPANDREL PER LA
QUINTA STD DWG.230
1,540 SF
4.00
6,160.00
' CONSTRUCT 6" P.C.C. CONCRETE DRIVEWAY
APPROACH PER ARCHITECT PLANS, WIDTH (W) SHOWN; -.
ON PLAN
27,840 SF
4.00"
111,360.00
-CONSTRUCT CROSS GUTTER PER LA QUINTA STD DWG
231
103 LF r
18.00
1,854.00
CONSTRUCT 6" MEDIAN CURB PER LA QUINTA STD DWG.
210
394 LF
11.00
4,334.00
WATERMARK VILLAS PAGE 1 OF 3 3/7/2005
FILE: W.Uobs2003\Matt\AVENUE 52WIAPPING\SIA-80ND011905.xis
FOMOTOR ENGINEERING
COIVSTRUeT 8" CURB AND GUTTER PER LA QUINTA STD
DWG 202 210 LF
CONSTRUCT 5' CURB TRANSITION FROM 6" CURB
HEIGHT TO 0" CURB HEIGHT 10 LF
CONSTRUCT DECORATIVE PAVEMENT PER ARCHITECT
PLANS, MINIMUM 6" P.C.C: 2,265 SF
CONSTRUCT CONCRETE DRIVEWAY APPROACH PER LA
PALM SPRINGS, CA
14.00
2,940.00
12.0.0
120.00
4.50
1.0,192.50
QUINTA. STD DWG 221 427 SF 4.0.0 1,707.20
TOTAL STREET IMPROVEMENTS 451,136.20
ONSITE -
DRAINAGE IMPROVEMENTS
INSTALL 36" ADS N-12 SD PIPE
189 LF
90.00
' INSTALL 30" ADS N-12 SD PIPE
1069 LF
75.00
INSTALL 24" ADS N-12 SD PIPE
999 "LF
55.00
INSTALL 18" ADS N-12 SD PIPE
2309, LF
40.00
INSTALL 12" ADS N-12 SD PIPE
3371 LF
20.00
INSTALL T ADS N-12 SD PIPE
4178 LF
15:00.
INSTALL 12"x12" NYLOPLAST-ADS INLINE DRAIN WITH.
PEDESTRIAN H-10 GRATE A=12", B=12" 63 EA
INSTALL 8" NYLOPLAST-ADS INLINE DRAIN.WITH
STANDARD LIGHT DUTY GRATE A=8",B=8" 158 EA
INSTALL 30" N.YLOPLAST-ADS DRAIN BASINS WITH 30"
STANDARD H-25 GRATE 14 EA
INSTALL 42" ADS N-12 SD PIPE' 86 LF
CONSTRUCT HEADWALL.PER DETAIL, GRADING -PLAN,
1200.00
800.00
2500.00
125.00
17,010.00
80,17.5.00
54,945.00.
92,360.00
67,420.00
62,670.00
75,600".00
126,400.00
35, 000:00
10, 750.00
SHEET 2 -
4"EA -"
2500.00
10,000.00
CONSTRUCT SAND FILTER PER LA QUINTA STD DWG
NO 370, LEACH. LINE LENGTH=70'
9 EA
4000.00
36,000.00
TOTAL ONSITE DRAINAGE IMPROVEMENTS
668,330.00
SEWER IMPROVEMENTS
CONSTRUCT MANHOLE PER CVWD STD NO. S-5
16 EA
3500.00
56,000.00
INSTALL 8" VCP SEWER MAIN,
2,365 LF
30.00
70,950.00
INSTALL 10" VCP SEWER MAIN
1,104 LF
35.00
38,640.00
INSTALL 4" VCP SEWER LATERAL
783 LF
25.00
19,575.00
INSTALL CLEANOUT
33 EA
500.00
16,500.00
3/8" THICK x 36" DIA. STEEL CASING
26 LF
220.00
5,720.00
„ STRUCTURAL ENCASEMENT
1120. LF
5.00
600.00
. . ! ` ' -
TOTAL SEWER IMPROVEMENTS
207 985 00
OFFSITE SEWER IMPROVEMENTS ( 25 %) OF TOTAL 52,640.00
ONSITE SEWER' IMPROVEMENTS ( 75 %) OF TOTAL 155,345.00
WATER IMPROVEMENTS
INSTALL "18" CML DIP WITH POLYETHYLENE
ENCASEMENTAND•RESTRAINED JOINTS
1,270 LF
65.00
82,550.00
INSTALL 8" CML DIP WITH POLYETHYLENE
ENCASEMENT AND RESTRAINED JOINTS
1,453 LF'
50.00
72,650.00
INSTALL 8"x22-1/20 ELBOW, DUCTILE IRON,
POLYETHYLENE ENCASED
6 EA
350.00
2,100.00
INSTALL 8"x45°ELBOW, DUCTILE IRON, POLYETHYLENE
ENCASED
15 EA
350.00
.5,250,00
INSTALL 8"x11-1/4° ELBOW, DUCTILE IRON,
POLYETHYLENE ENCASED
2 EA ✓
350.00
700.00
WATERMARK VILLAS . '- PAGE 2 OF 3
3/7/200*5
FILE: W.Uobs2003\MattWVENLIE 52NAPPIMSIA-80ND011905.xis
FOMOTOR ENGINEERING
PALM SPRINGS, CA
,r., INS`iALL 18"x450 ELBOW, DUCTILE IRON,
POLYETHYLENE ENCASED
10 EA
1330.00
13,300.00
INSTALL 18"x11-1/4° ELBOW,lDUCTILE IRON, ,
POLYETHYLENE ENCASED
10.EA.
1330.00
13,300.00
'INSTALL 1*8" TEE, DUCTILE IRON, POLYETHYLENE
ENCASED-3
EA
1330.00
3,990.00
INSTALL 8" TEE, DUCTILE IRON, POLYETHYLENE
ENCASED
1 EA
500.00
500.00
INSTALL 18"x18"x8" TEE, DUCTILE IRON, POLYETHYLENE '
.ENCASED
2 EA
1510.00
3,020.00
INSTALL 8"x4" REDUCER, DUCTILE IRON, '.
POLYETHYLENE ENCASED
1 EA
1250.00
1,250.00
INSTALL.18"x6" REDUCER, DUCTILE IRON,
.
POLYETHYLENE ENCASED
1 EA
282.0.00
2,820.'00
INSTALL 18"x8" REDUCER, DUCTILE IRON,
POLYETHYLENE ENCASED
1 'EA
2820.00
2,820.00
INSTALL 18" BUTTERFLY VALVE, DUCTILE IRON, EPDXY
LINED AND COATED
13 EA
2000.00
26,000.00
INSTALL 8" GATE VALVE, DUCTILE IRON,
POLYETHYLENE ENCASED
5 EA
1250.00
6,250.00
INSTALL BLUE RETRO REFLECTIVE PAVEMENT MARKER
11 EA
15.00
. 165.00
INSTALL 6" SUPER (WET BARREL).FIRE HYDRANT
ASSEMBLY (6"x4"x2-1/2"x2-1/2").
11 EA
3000.00
3.3,000.00
INSTALL 2" AlR..RELEASE.VALVE......:2.150.00....
2,.150.00
3/8" THICK 36" DIA. STEEL CASING
24 LF
220.00
5,280.00
INSTALL 1-1./2" SERVICE FOR POOLS
9 EA
1250.00
11,250.00
INSTALL FIRE DEPARTMENT CONNECTION
12 EA
500.00
6,000..00
INSTALL POST INDICATOR VALVE
34 EA
250.00
8,500.00
INSTALL 4" PVC C-900 FIRE SPRINKLER LINE
2,800 LF
20.00
56,000.00
INSTALL 6" PVC C-900 FIRE SPRINKLER LINE
740 LF
25.00
18,500.00
INSTALL DETECTOR CHECKS %2
EA
30000.00
60,000.00
TOTAL
WATER IMPROVEMENTS
437,345.00
OFFSITE WATER IMPROVEMENTS (' 4.1
%) OF TOTAL
17,915.05
ONSI.TE WATER IMPROVEMENTS ( 96
%) OF TOTAL
419,429.95
MONUMENTATION
SET MONUMENT PER TRACT MAP
93 EA
1800.00
167*400.00
TOTAL MONUMENTATION
IMPROVEMENTS
167,400.00
TOTAL ESTIMATE FOR BOND
PURPOSES
2,312,614.20
WATERMARK VILLAS PAGE 3 OF 3'.
f
3/7/2005 '
FILE: W:Uobs2003\MattWVENUE 52NAPPINGISIA-BOND011905.xls
FAl
PERMIT NO.4391
Watermark Villas / Rough Grading / Tract No. 31798
In addition to the standard permit conditions, the following shall apply:
1. 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.
2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
3. Watermark Granite La Quinta, LLC, hereinafter referred to as "Permittee", shall be responsible for
providing continuous dust and erosion control. .
4. Streets shall.be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
5. `Pursuant to Section 6.08.050 of the La Quinta 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 1st 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.
Note: 'Construction work (including setting up traffic control devices) is not permitted on any Arterial
street (ie any 4 lane street) before 8:00 a.m.
6. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3
Traffic control shall be set up after 9 a.m. and removed before 3 p.in. The Permittee shall contact
the Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at
the intersection is to be altered in any way.
7. 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.
8... Any land.on which Williamson Act contracts apply shall remain undisturbed.
Special Conditions - Page 1 of 6
PERMIT NO.4391
Watermark Villas /, Rough Grading / Tract No. 31798
9. 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 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.
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 two (2) travel lanes of paved surface shall be
maintained at all times.
10. 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.
11. 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.
12. The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated areas
on a daily base's. If the inspector's phone number is unknown, the permittee shall call the Public Works
front counter phone at 777-7075 or the Assistant Engineer I at 777-70,89 to determine the city inspector's
phone number.
If the imported fill or overexcavated locations indicate to the inspector that inadequate soils exist based on
the criteria set forth in the Project Soils Report, Public Works Greenbook, or Uniform Building Code, the
Public Works inspector may halt grading operations until the. inadequate soil has either been removed or
the Public Works Director authorizes grading to continue.
The above testing or observations does not relieve the permittee's responsibility for future repairs due to
settlement at and near the locations of the work area.
Prior to the city issuing a building permit, the permittee's Geotechnical Engineer of Record shall submit a
certified letter indicating that the grading has been completed per the approved plan. A compaction report
on all fill .is required following pad certification and prior to building permit issuance.
13. The issuance of this permit and the City approval of the related construction improvement plans do not
provide a vested entitlement for all design parameters that may have been utilized for the plans. As such,
plans approved for this permit may be "at risk" for further modifications as it relates to any follow up
improvement plan requirements as required by the city or existing,errors & omissions by the architect or
engineer of record. ;
Special Conditions Page 2 of 6
PERMIT NO.4391
Watermark Villas / Rough Grading / Tract No. 31798
14. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start
of construction, the name of the City approved contractor, who shall submit to the City the following items:
a. General Liability Insurance Company and Policy Number
b. City Business License
c. Contractors State License Number .
15. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall
call the City at (760) 777-7097 at least 48hrs prior to work and request an appointment for a
preconstruction meeting with the City Inspection staff.
16: The permittee shall haul all offsite debris to a certified landfill. Prior. to hauling debris, the permittee shall
inform the City (Inspection staff or 777-7089) of the name and location of the certified dump site.
17. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an
archaeological observer for.the site excavations within native undisturbed soils. A copy of the contract
must be submitted to the Public Works Department and attention this to the Assistant Engineer I. If the
archaeologist determines the site note to be required to be observed, please submit a letter signed by the
archaeologist stating their determination.
18. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the
Public Works.Department, an approved traffic control plan at least 2 weeks prior to start of construction or
parking on the paved R/W.
19. 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 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.
f
Special Conditions Page 3 of 6
PERMIT NO.4391
Watermark Villas % Rough Grading /,Tract No. 31798
r
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.
E. 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.
F. 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.
G. 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.
H. All costs incurred.due to the conditions above shall be,borne by the Permit -tee. Copies of all test
results shall be furnished to the City Inspector.
20. 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 everymorkday 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.
21. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
22. Access and egress to all local properties shall be maintained at all times.
special Conditions Page 4 of 6
PERMIT NO.4391
Watermark Villas / Rough Grading / Tract No..31798
23. 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 200-2A 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 thicknesseswith the City prior to installation.
C. Permanent pavement replacement shall be installed using a City approved 1/4" max_ medium
asphalt concrete as the base course lift and a City approved %Z" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. Cold -Mill and Overlay -The existing pavement which was properly protected inplace during the
drenching operation located adjacent to the trench'saw cut shall be cold -milled to a depth of 0.1'0
feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area
and base asphalt concrete in the trench area shall be overlaid with.a City approved C2-AR-4000
asphalt concrete mix. The width of the cold milling area shall be as follows:
• For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut
removal lines.
• For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal
lines, or to the lane line striping, whichever is greater:
• For transverse trenches across existing street: two (2) feet outside the sawcut'removal lines.
E. If grinding and capping operations are not performed in the same day as.base paving operations,
the base course.lift of/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 or any existing detour 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.
Special Conditions Page 5 of 6
PERMIT NO.4391
Watermark'Villas / Rough Grading /.Tract No.'31798
24. 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-
25. 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.
26. The City of La Quinta reserves the rightto revoke, suspend or void this permit at any time.
27. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages,
delay costs, costs or, expenses in law or'lequity that may arise out of work under this permit.
28. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the
r " permitted shall postpone cutting the pavement until the intended third party has acquired a permit from
the City to perform the required restoration work.,'
E
Page 6 of 6
Special Conditions
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 4391
The following shall always apply:
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's 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.
TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved
surface Lnless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving
during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled,
or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced
over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City
Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the
project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation.
CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal .pipe, concrete pipe, steel culvert and concrete
structures encountered during excavation which necessitate removal.shall be replaced in kind. In the event it becomes necessary to remove or
cut existing drainage structures, City of La Quinta 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: Any surplus material resulting from excavation and backfill 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 OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the
responsibility of the permittee (contractor) to control this water and'to provide off-street barricades when necessary. ,
CLOSING STREETS: No street -shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for
the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he 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:
® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting
construction.
® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations 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 shall be the sole'responsibility of the
permittee.
® R3 UTILITY 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 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with (" N/A ") inches of A.C. paving placed on ( " N/A ") inches of ( " N/A ") aggregate sub -base course having an
"R" value of not less than (" N/A ") and in conformance with the City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
one-fourth inch (Y") to one foot (1').
❑ R6 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 (" N/A ") 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 Quinta Standard #207. .
❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be two and a half inches (2 ''/:") of A:C. paving on (" N/A ") of class (" N/A " )
aggregate base.
® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all
times.
❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
Citv of La Quinta
Z 111 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 or City of La Quinta projects.
® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or -property lines when included shall be completely tied out so they may be readily and correctly,
replaced by a licensed civil engineer or surveyor at the expense of the permittee. 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 clearance.
® R13' 'PAVEMENT CUTTING: Pavement will be mechanically saw cut 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 or 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 one -thousand feet (1000') 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 BACKFILL MATERIAL: Backfill shall be free' of brush, roots or other organic substance detrimental to its use for purposes
of producing and adequately consolidated backfill. Ant 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.
❑ RI BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than
three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case; a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (6) 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 not be less than ninety percent (90%) 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 continuos.
❑ RI COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one -
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot 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.
❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall 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 Sections 6.3.001 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations,a temporary patch consisting
of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after
a maximum of three -thousand linear feet (3000') or 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 PERMANENT PAVEMENT REPAIR: 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 ( 4 ) inches of A.0 surfacing placed on a ( 6 )
inch ( crushed ) aggregate base shall be placed no later.than ( 5 ) days after completion of temporary road repair.
❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as
determined by the City Engineer.
® R23 STREET RESTRIPING: Where street striping is still visible on street 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 permitte 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 interference 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 it becomes
necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') 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 backfilled and compacted to not less than ninety percent (90%) or
equivalent tot 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.
3766 Highfide Drive, Rancho Palos Verdes, CA 90275 • (310) 265-7244 FAX (310) 265-2206
�f O
,jd Fomon
e Resort Communities
shington Ave.,'Ste_ 100
CA 92025
�L TO CONDUCT ARCHAEOLOGICAL AND PAIsEONTOLOGICAL-MONITORING FOR
TENTATIVE MAP 31798, WATERMARK VILLAS, CITY OF LA QUINTA
rchaeological Resource Management Corporation (ARMC)_proposes to provide
archaeological and paleontological monitoring services for the grading of
Tentative Map 31798, La.Quinta.. A.qualified monitor will evaluate any
historic or archaeological artifacts uncovered during earthmoving. A
paleontological monitor will be present daily on any portion of the site
-where undisturbed Lake Cahuilla`lakebeds occur to salvage fossils quickly
so as to avoid construction delays. All specimens will ke.professionally
collected, cleaned, and turned over to the City of La Quinta for curation..
At the conclusion of grading, the archaeologist and paleontologist will
prepare a report of his/her findings.
The following -are the proposed scope of work and budget for an estimated
26-day project:
ARCHAEOLOGY
Monitoring 40 hrs. @ $60/hr.
Artifact Processing/Report - .24 hrs.'@ $60/hr.
PALEONTOLOGY
Monitoring 40 hrs. @ $60/hr_
Fossil Processing/Report - 24 hrs. @ $60/hr.
MISCELLANEOUS COSTS
Per diem (10 man days @ $100/day)
PROPOSED BUDGET TOTAL
$2, 40.0. 00
$1 , 440.. 00
$2,400.00
$1,440.00
$1,000.00
M 680.00
if you have any questions.regarding this proposal, please contact me.
Sincerely,
Carol R. Demcak, President
e-mail a info@armcorpora6on.com
** TOTAL PAGE.02 **
and^ti.reet '
Address or Facility:
'i Tairo-mia Bio.';Mass Inc'.
83-,I,09,AG-inui'62
Thermal, CA 92274
T73, R7-E. L&2,'?4'V4 Section I (SBBB&M)
iT.
3. Nanie and Mailing Address or Operator:
California Bio-Mass Inc.
83-109 Avenue 62
Thermal, CA 92274
1. Facility/Permit Number:
32 A A AICA
4. Name and Mailing Address of Owner:
Hardy and Hardy Investment
10397 Alder Avenue
Bloomington. CA 92316
5. specifications:
a. Permitted Operations: Ix I Composting Facility Processing Facility
• (mixed wastes)
Composting Facility I I Transfer Station
-(yard waste
La]ndfill Disposal Site `A� :4 1 Transformation -Facility
Material ,Recovery Fac1liy x I OtherLiquid Wasies
b. Permitted Hours of Operation: Open to the public from 6:30 am to 5;0.0. p.m. Monday through Saturdiiy.'Scriening,
grinding, and composting operations may be
conducted 24 hours/ 7 days per week. The facility is closed on New Years Daj, Memorial Day, Fourth of July, Labor Day. Thanksgiving and Christmas Day.
c. Permitted Tons per Operating Day:
...... Total r Maximum 700 Tons/Day
.4, Maximum 14,000 Tons / Month
The followingv - -
schedule shall be follow " ed for acceptance of as approved in Conclitioiial Use Permit k 3221RI 10. E
.,Health .5)
Until June 1, 2000_ !Y 550 Tons/Day
Until December 1, 2000 ................... ay
0 Ton's,lb"
Until June 1, 2001
............. -'� ...................... -
Thereafter
. ............................................
1. Permitted Traffic Volume:
....................................... total: '.56 Vehicles[Day
.0anducl Pickup ................................... ....... 12 Veh�i�les/Div
Roll -off Trucks
........................................... :7 Mchicics/Daj'
Truck an Transfer 7 y
d- s le'r
.... .............. .......................
ayStake
Body
Vehicles/Day
Tractor Trajlci.;�. -flif.-
- W,1�1.:..�-
................................. . t
e ic esfD
'Mis.'—
cellaneotis 4 '-V
. . . .. . .................................. . ........... fiicle`s�bay
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and CINVMB
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ennit
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1 071 1101 q0l 0 V17 EMU! v- e ��
RNW151
design r 4
. or operation from the is Pe
. . . . . . it i. supject to revocation of suspension.:;Tbe
'A I
parts attached pei�ffiit finidin'a's- and condi ions are
rsedc e-c-on i i 1• ?7,
ri.
Approval
Inrorcemetit Agency Name and Address-
U.
R iv&sidc County Department Environmental
""Orr"" "—it
T L A o Health
71
California Bi,o-Mass, Inc.
t A Recycling and Organics CompanV
John Beerman
Coachella Phone (760)-399-4128
Fax (760)'399-4131
v'"°`'`` I I` Cell (760)275-1306
•.i
E-mail jbcbm@uia.net
1. I
EXPIRATION DATE:
Corp. I.D. # 3203
Facility # 3262
O
County of Riverside Community Health Agency
Department of Environmental Health
O O
June 30, 2006
ENVIRONMENTAL HEALTH PERMIT
POST IN A CONSPICUOUS PLACE
THIS PERMIT IS GRANTED FOR THE BUSINESS INDICATED ON THE CONDITION THE PERSON, CORPORATION OR ENTITY NAMED IN THE PERMIT WILL
ENSURE THAT THE BUSINESS OPERATED IN COMPLIANCE WITH THE LAWS, ORDINANCES AND REGULATIONS THAT ARE NOW OR MAY HEREAFTER BE IN
FORCE BY THE UNITED STATES GOVERNMENT, THE STATE OF CALIFORNIA AND THE COUNTY OF RIVERSIDE PERTAINING TO SUCH BUSINESS. THIS PERMIT
' MUST RENEWED ON'OR'BEFORE THE EXPIRATION DATE AS SHOWN ABOVE. THIS PERMIT MAY BE SUSPENDED OR REVOKED BY THE ENFORCEMENT
OFFICER FOR CAUSE. INSPECTION OF THIS BUSINESS MAY BE CONDUCTED BY A DULY AUTHORIZED REPRESENTATIVE OF THE DIRECTOR OF
ENVIRONMENTAL HEALTH.
NAME California Bio-Mass, Inc.
DBA California Bio-Mass, Inc. .
TYPE OF BUSINESS Private/Exempt Solid Waste Transfer Facility
MAILING ADDRESS 20055 Shay Rd.
CrrY & STATE Victorville, CA 92394.
Gary L. Root, Director,
DEH•SAN-060 (REVISED 10/99)
ow