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10049ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION See below for Finance Revenue Codes 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 Minor Improvement Permit - Class IV DATE: 8/16/2010 LOCATION OF CONSTRUCTION: SDP 2008-905; Desert Express Car Wash; Washington Street North of Fred Waring Drive PURPOSE OF CONSTRUCTION: Precise Grading, Storm Drain, Onsite Water, and Sewer Improvements DESCRIPTION OF CONSTRUCTION: PSN 10026 and 10023 DIMENSION OF INSTALLATION OR REMOVAL: See Plan Set No. 10026 and 10023 APPROXIMATE TIME WHEN WORK WILL BEGIN: 10/1/2010 ESTIMATED CONSTRUCTION. COST: $252,452 permanent resurfacing and/or replacing improvements) COMMENTS TIME OF COMPLETION: 1/10/2011 (Including removal of all obstruction, materials, and debris, backfilling,compaction and placing 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 occuring 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 at (760) 777- 7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rule a regulations of the City. of La Quinta and to pay for any additional replacement necessary as the result of this work. Signature of Applicant or Agent Richard Wasserman - Levitan Development, LLC. PO Box 5909, La Quinta, CA 92248 Name of Applicant Business Address RA Wasserman II, Inc. Name of Contractor and Job Foreman 935644 Contractor's License Number State National Insurance Company Applicant's Insurance Company FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I La Quinta, CA 92248 SEP 14 2010 Finance Revenue Code Inspection Fee E_1 $7.574.00 Permit Fee E_1 $100.00 As -Built Deposit E-A $1,000.00 Cash Deposit -Surety Bond, EE=B $0.00 if required TOTAL $8,674.00 760-578-1405 Telephone No 760-775-6000 Telephone No. 107663 CityBusiness License No OS104008 Policy Number Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: 10049 DATE ISSUED: q _/&_/c, EXPIR N DATE: 9- Ao BY: WORK INSPECTED BY*: PERMIT COMPLETION DATE*: " If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. r- r � i:�lE'.J��'.- �� .1 f '�`."�i �... '.1� � l.i�r:l1C i t ,,..« n � r '� � i �..,..«. y..J .�.-. � � l 1 ��~� i` _...... u....._ � .. ,e P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, 'CALIFORNIA 92253 October 26, 2011 Richard Wasserman Levitan Development, LLC P.O. Box 5909- La 909La Quinta, CA 92248 (760) 777-7000 FAX (760) 777-7101 Revenue Code: E-1 Re: Encroachment Permit No. 10049 SDP 2008-905, Desert Express Car Wash Permit Type: Precise Grading Improvements (PSN 10026) Dear Mr. Wasserman: Encroachment Permit number 10049 expired on September 16, 2011. In order to renew this permit, the following is required: The renewal fee as per City Council Resolution 96-95, states: Encroachment Permit— renewal of expired permit shall consist of a $100.00 permit renewal processing fee plus 10% of- original inspection fee to extend the permit one additional year (until September 16, 2012). ORIGINAL INSPECTION 10% of original PERMIT RENEWAL FEE FEE FOR PRECISE inspection fee (one - GRADING year extension) $3,519.00 $ 351.90 $100.00 RENEWAL AMOUNT DUE: 1 $451.90 If you have any questions or need additional information, please contact Amy Yu, Assistant Engineer II, at (760) 777-7047. Sincerely, kimothy R nas - n, P. E. Public Works Director/City Engineer cc: SDP .2008-905 File D u 2011 CITY OF 1.A AUINYA. F4;31k%rE OFPT. _ r Q CITY OF LA Q UINTA PUBLIC WORKS DEPARTMENT w4� ENGINEERING DIVISION 78495 Calle Tampico • P.O. Box.] 504 • La Quinta, California 92247-1504 OF T1 Phone: 760:777.7075. • Fax:.760.777.7155 PRE -CONSTRUCTION MEETINGATTENDANCE FORM Project Name: or C012- 1/lJ A Et Date: Q 16 l 0 Project ID: - �� Zoog - q05 Time: 1741 Type of Imp.: %a'er-f 5E Gl1.a-A,9,/V4 r,4,,5 ) /OD 4"/ YP P•� ///'!/� En. Permit #: TASTAFF\Valenzuela\Engineering Services\Pre-Con_Attendance—Form.doc 2 . iC Ra� FC h'► C-- GivS Cry? 71aC3 57& 0 3.>^ (� c�-S. Ips d0 Q6 0 �zs 4 Ci�i9/1 S% S�Jv�n G'D �� G a 777- 70 -:PO 5 r vc,'11 /1 K 'in/l e_. C OL CD (7Gd) 77-7-70 6 bout V►��, e� �Q -��- �,� =�oa b 7 (� i - o -b 7��1 -Z7Z 7S bo 8 9 10 11 12 13 14 . 15 16 17 18 19 20 TASTAFF\Valenzuela\Engineering Services\Pre-Con_Attendance—Form.doc Date: Titf 4 4 a" PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Tract No:roj ame � �7�i(YSS �✓�- �(%S� 1 Vicinity: ( > 3hI'C_4Q'n Purpo of Construction (i.e.: Rough Grading, Offsite Street, etc Ir�p GZ2Q�SP tea \5}or'0 btu r , cwci 01154 &1A roved �FO Description Construction e.: See Pla Set No. 01234 r 6, ,Q o 02 � C44,4 W 23 �?0 /0 Dimension of Installation or Removal: rlA,05cJ /-J o • (007-4 002.3 J7,,'T � r� Approximate Construction Start Date: /0////o .Approximate Construction Completion Date: / //to/(/ . Estimated Construction Cost: $ 2S2 'I 45-L Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and placing permanent resurfacing and or replacing improvements Contact Name IC�D t\ (,lW�h1 Phone Number: -7 76 /yGtS- Name of Applicant/Owner: Lem --bQwohXq.'A . LLC Applicant Address: Tg' aA _,!5262 l-� (A u, n -L, b's P7166 Applicant Telephone Number: 719e)-- -775- &Oac. Applicant E-mail Address: YC,gU 0 C40IAp-;o -Deo t Ccorr, Name of Contractor: j�,, W SSS eEriJtJ Contractor Address: -i?6 h wt_ 5.� 41 e Contractor Telephone Number: °760 775 —600c Contractor State License Number: ?35 to 4/q Contractor City Business License Number: 10'7&&3 Contractor E-mail Address: '&-� C Ellin's (_0 01 ►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED .4 ►plican or ontractor General Liability Insurance Company: S!�A'�iU��1 IV151'Qi�.uCL �-C.GnV.TANU Applicant or Contractor General Liability Insurance Policy 0S lo4°0g Office Use Only: I I Office Use Only: Inspection Fee: *-15 -7 LL Assigned Permit Number: 100 O0 qq Permit Fee: It,00 As -Built Deposit: O D Dust Control Deposit: Credit Amount: TOTAL FEE DUE: � CV 14, I Approval Date: Expiration Date: Issue Date: Administrative Authority: Levitan Development, LLC 11501, Dona Evita Dr Studio City, CA 91604 BANK OF AMERICA, NA 11-3511210 cp PAY TO THE r ORDER OF (a �r m Fb US� Owe— �-�� LLARS 8 M^ J Gm l O 0 SO Sti �Efv10 �moo c — dept � o � SZ 11000 L088ne C L 2 L00035134 0 2479vml696 2 2ol DESERT EMPIRE INS Fax: Aug 19 2010 11:29am P002/004 lient#: 1035 LKAVVA V ACORb� CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYIr) 08/19/2010 PRODUCER' THIS CERTIFICATE IS ISSUED A3 A MATTER OF INFORMATION Desert Empire Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Services, Inc. LIC # OF09643 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 77484 Country Club Drive Palm Desert, CA 92211 INSURERS AFFORDING COVERAGE MAIC # State National Insurance Compan 12831 R A.Wasserman II, Inc. P.O. Box 5909 La Quinta, CA 92253 INSURER A INSURERS: Allied Insurance 36528 INSURER C: INSURER D: INSURER E; COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED A13OVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. A NST. R TYPED INSURANCE GENERAL LIABILITY X COMMERCIAL GENERAL, LIASIUTY MADE 11 OCCUR POLICY NUMBER OSIO4008 POLICY EFFRC M D 07/07/10 POLICY EXPIRATION 07/07/11 I_IM1T8 EACH OCCURRENCE $11000.000 DMI aT RENTED $100 000 MED EXP (Any one vereon) S5,000 PERSONAL & ADV INJURY 31 000 000 CLAIMS OENERALAGGREGATE $2,000,000 - COMP/OP AGG 42,000 000 OEN'L AGGREGATE LIMIT APPLIES PEP:PRODUCTS POLICY JECT' LOC B AUTOMOBILE LIABILITY AUTO( X ANY AUTO ACP7804648230 08/18/10 08/16/11 Ea $1,000,000 ALL OWNED AUTOS 130DILY INJURY $ (Pcr per -.on) SCHEDULED AUTOS X HIRED AUTOS XNON-OWNED AUTOS BODILY INJURY 3 (Per acddenl) PROPERTY DAMAGE 3 (Per accidenU GARAGE L(ABILTTY AUTO ONLY.. EA ACCIDENT 3 OTHER THAN EA ACC $ AUTO ONLY: A00 $ ANY AUTO EXCFSSfUMBRELLA LIABILITY EACH OCCURRENCE S AGGREGATE $ OCCUR 0 CLAIMS MADE $ - DEDUCTIBLE RETENTION S 3 wC STATU- OTM- 911 WORKERS COMPENSATION AND E.L. EACH ACCIDENT $ EMPLOYERS' LIABILITY E.L. DISEASE - EA EMPLOYEE S ANY PROPRIETOP PARTNERIEXECUTIVE OFRCERJMEMBER EXCLUDED? E.L. DISEASE - POLICY LIMIT 3 "yee, de8Cntx under Sp IAL PROVISIONS Dal OTHER DESCRIPTION OF OPERATT0Nt3 / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT! SPECIAL PROVI310N3 Certificate holder Is named additional Insured per the attached. CERTIFICATE HOLDER UANCELLAIIWN 1V ua x w1 1\V11- A m!oL- SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION La Quinta DATETHEREOF, TNF ISSUING INSURER WILL ENDEAVOR TO MAIL _ $Q_ DAYS WRITTEN City of 78 95 L a Q Tampico NOTICE TO THS CERTIFICATE HOLDER NAMED TO THE LF", BUT FAILURE TO 00 30 SHALL La Quinta, CA 92253 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. ALIT H D REP ESFNTATTVE ACORD 25 (2001108)1 of 2 9SI67575IM167574 2LROC 0 ACORD CORPORATION 1983 POLICY NUMBER: DESERT EMPIRE INS Fax: Aug 19 2010 11:30am P003/00d Cc -4,11ERCIAL GENERAL LIABILITY CG 2010070,4 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED 4 OWNERS, LESSEES OR`�' CONTRACTORS .w. SCI EDULED PERSON OR ORGANIZATION ION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART gr`rar=nt rr r✓ Name Of Additional Insured Persons) Or Organization(s): Location(s) Of Covered Operations Blanket as required by written con"ot and effective Blanket as required by written contract during the policy period as stated on the policy primary Insurance applies: It is agreed that such declarations. insurance as is afforded by this policy for the benefit of the additional insured shown shall be primary insurance, and any other insurance maintained by the additional insured(s) shall be excess and noncontributory as respects any claim, loss or liability allegedly arising out of the operations of the named insured, provided however that this insurance will not apply to any claim loss or liability which is determined to be solely the result of the additional insured's negligence or solely the additional insured's responsibility. rnrormanon requrrea to complete t is scneauie, a not shown above, will be shown in the peclarations. .A. Section II - Who Is An Insured is amended to in- clude as an addrlona; insured the person(s) or organi- zations) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by. - 1. y:1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the locations) designated above. B. With respect to the insurance afforded to these addi- tional insureds, the following additional exclusions ap- ply: This insurance does not apply to "bodily injury" or "property damage" occurring after. 1. All work, including materials, parts or equipment furnished in connection with such worts, on the pro- ject (other than service, maintenance or repairs) to be performed by or on behalf of the additional in- sureds) at the location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same pro- ject. CG 20 10 07 04 fBiktl Oc ISO PmnPrfiP.R Inr. ?nnd PvknA 1 r+f 1 DESERT EMPIRE INS Fax: Aug 19 2010 11:29am P001/00d Desert Empire Insurance Services, Inc. 77-564 Country Club Dr., Bldg B — Ste 401 Palm Desert, CA 92211 Phone: (760) 360-4700 Fax: (760) 360-4799 August 19, 2010 TO: Richard R A Wasserman Il, Inc. FAX 760-775-4111 FROM: Linda Rocha DESERT EMPIRE INSURANCE SERVICES, INC. RE: City of La Quinta Hi Richard, Attached is a copy of the revised certificate of insurance for City of La Quinta. Please be advised that there is'a charge of $103.25 In order to add them as additional insured to your policy. Please forward the revised certificate to the appropriate person at the City. Also, I have emailed the proof of insurance to DMV per your request. Included is your temporary auto ID card_ if you have any questions, please feel free to call me. Than you. Lin a Rocha City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 10049 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 unless 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 ('/<") 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 Y2") 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 ® R11 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 fumished 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. ❑ R16 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. ❑ R18 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 ( 3 ) 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. PERMIT NO. 10049 Desert Express Car Wash / Precise Grading, Storm Drain, Onsite Water and Sewer / SDP 2008-905; Washington St N of Fred Waring Dr 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. 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. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. 4. Levitan Development, LLC (Richard Wasserman), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 5. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 6. The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097 before 1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection. 7. 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 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. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) before 8:30 a.m. nor after 4:30 p.m. 8. Work within 500 feet of a signalized intersection shall be performed 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 City Traffic Signal Maintenance Technician at (760) 250-0571 if signal operation at the intersection is to be altered in any way. Special Conditions Page I of 8 PERMIT NO. 10049 Desert Express Car Wash / Precise Grading, Storm Drain, Onsite Water and Sewer / SDP 2008-905; Washington St N of Fred Waring Dr 9. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing frequency shall be determined by the Geotechnical Engineer of Record such that the fill can be determined to be placed according to the city approved plans. 10. The permittee and/or contractor shall provide surveyor staking information adequate for the City Inspector to determine horizontal and vertical locations relative to the approved city plans. The minimum required wood lath type stakes shall be placed at all proposed building corners, and they shall state the horizontal location relative to building corner and the elevation of the top of hub next to the lath. 11. Building areas should be overexcavated to a depth of at least X feet (see plans) below existing grade or X feet (see plans) below the bottom of the footings, whichever is deeper. The exposed surface should be scarified, moisture conditioned, and compacted so that a minimum of 90 percent relative compaction is attained. Once deleterious materials are removed, the native material may be placed as controlled compacted fill. Overexcavation should be observed by a representative of the Geotechnical Engineer of Record and compaction should be verified by testing. Any deviations from this permit, soils report, or grading plan must be approved by the City Engineer prior to the construction of the deviations. 12. 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. 13. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the construction. The letter must be approved by the city and at minimum state from the owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 14. Any land on which Williamson Act contracts apply shall remain undisturbed. 15. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. Special Conditions Page 2 of 8 PERMIT NO. 10049 Desert Express Car Wash / Precise Grading, Storm Drain, Onsite Water and Sewer / SDP 2008-905; Washington St N of Fred Waring Dr 16. Levitan Development, LLC (Richard Wasserman), hereinafter , hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. The following Fugitive Dust Control rules shall apply during soil import/export activities: a. A valid grading permit shall be active at both the import and export site b. The import/export material during hauling shall be near 70% optimum moisture content. c. Street cleaning shall occur, as necessary, at import and export location. d. Trucks hauling export or import material must maintain 6 inches of freeboard and be tarped. e. The haul*route shall be attached to this permit or a City approved plan. 17. Pursuant to Section 14.16.250 of the La Quints Municipal Code (Ordinance 10 § 1 (part), 1982), advance warning signs and traffic control shall be installed and maintained in accordance with the latest edition of the Work Area Traffic Control Handbook (WATCH Manual) and the latest version of the California Manual of Uniform Traffic Control Devices (MUTCD). A traffic control plan shall be prepared in accordance with the WATCH Manual or under the guidance of the latest version of the MUTCD and submitted to the City for review and approval 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 § I (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 18. 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. 19. 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. 20. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for proper sight distance requirements per guidelines in the AASHTO " A Policy on Geometric Design of Highways and Streets, 50' Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. 21. 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 II at 777-7047 to determine the city inspector's phone number. Special Conditions Page 3 of 8 PERMIT NO. 10049 . Desert Express Car Wash / Precise Grading, Storm Drain, Onsite Water and Sewer / SDP 2008-905; Washington St N of Fred Waring Dr 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 California 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 fixture 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. 22. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. 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 II at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 23. 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. 24. 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 25. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in Engineering Bulletin 97-04. This insurance shall be kept in full force and effect at all times by Applicant or Contractor during the prosecution of the permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy shall name the City as an additional insured. 26. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer II) of the private land owner whom is being encroached upon. Special Conditions Page 4 of 8 PERMIT NO. 10049 Desert Express Car Wash / Precise Grading, Storm Drain, Onsite Water and Sewer / SDP 2008-905; Washington St N of Fred Waring Dr 27. During work hours, the permittee shall provide and maintain a traffic lane that diverts traffic off the paved roadway. The traffic lane must be located within the existing R/W with the following requirements: a. Class II Base with a minimum depth of 2" b. A 6 inch thick subgrade layer compacted to 95% based on ASTM D1557 c. An unobstructed travel width of 10 feet. d. In addition, a minimum of 5 feet clearance from open trenches. e. A minimum of 2 feet from vertical obstructions like curbs. f. Maximum speed of 25 mph 28. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site. 29. 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 II. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 30. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, a traffic control plan for review. and approval prior to start of construction or parking on the paved R/W. 31. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of possible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. 32. Work within 500 feet of a signalized intersection shall be performed 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 (951) 955-6894 if signal operation at the intersection is to be altered in any way. -------------- i I I i -------------- 33. ------------- 33. As shown on the sketch to the left, a minimum distance of 18 feet between the surface and power lines must be kept at all time. Special Conditions Page 5 of 8 PERMIT NO. 10049 Desert Express Car Wash/ Precise Grading,.Storm Drain, Onsite Water and Sewer SDP 2008-905; Washington St N of Fred Waring Dr 34. 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 to 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. 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 Permittee. Copies of all test results shall be furnished to the City Inspector. Special Conditions Page 6 of 8 PERNIIT NO. 10049 Desert Express Car Wash / Precise Grading, Storm Drain, Onsite Water and Sewer / SDP 2008-905; Washington St N of Fred Waring Dr 35. 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. 36. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 37. Access and egress to all local properties shall be maintained at all times. 38. 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. C. Permanent pavement replacement shall be installed using a City approved 3/" max medium asphalt concrete as the base course lift and a City approved %" 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 in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 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. Special Conditions Page 7 of 8 PERMIT NO. 10049 Desert Express Car Wash / Precise Grading, Storm Drain, Onsite Water and Sewer / SDP 2008-905; Washington St.N of Fred Waring Dr E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of V 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. 39. 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. 40. 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. 41. The City of La Quinta reserves the right to revoke, suspend or void this permit at anytime. 42. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay costs, costs or expenses in law or equity that may arise out of work under this permit. 43. If it. is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third partyhas acquired a permit from the City to perform the required restoration work. Special Conditions Page 8 of 8