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7182� lwQIOU ENCROACHMENT 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:October 17, 2007 LOCATION OF CONSTRUCTION (Street address or Description): SilverRock Discovery Center - La Solana; TM 33367; Ahmanson Ln @ SilverRock. PURPOSE OF CONSTRUCTION: Water & Sewer Tie -In to City Lines DESCRIPTION OF CONSTRUCTION: See Attached Plans. DIMENSION OFINSTALLATION OR REMOVAL: 1" Water Service & 4" Sewer Lateral APPROXIMATE TIME WHEN WORK WILL BEGIN:November 1, 2007 TIME OF COMPLETION:November 30, 2007 ESTIMATED CONSTRUCTION COST: $12,000.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: Call for Pre -construction; $7,020 (601-0000-451.33-78) Cash Deposit for monthly utilities 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 thepermit 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- 7075. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. �--�� Signature of Applicant or Agent LLD Development (LRCF SR1 LLC) - Thomas Rosa 78-034 Calle Barcelona La Quinta CA 92253 (760) 564-1389 X2 Name of Applicant (please print) Business Address Telephone No. TBD Name of Contractor and Job Foreman Contractor's License No. Aicant's Insurance Compam FEES: Subdivision Improvement Permit - Class I Minor Improvement Permit - Class IV iness Address Finance Revenue Code - Inspection Fee E-1 $360.00 Permit Fee E-1 . $100.00 As -Built Deposit E_A $0 Cash Deposit -Surety Bond, E_B $0 if required TOTAL $460.00 Telephone No. City Business License No GL1801854 Policy Number improvements: 3% of estimated construction costs improvements: 3% of estimated construction costs See attached schedule PERMIT NO.% 1 82 DATE APPROVED: a!/, 2> . 2,00-7 EXPIRATIOP DATE:AJ,2 V !21 :?= BY: Administrative Authority T4&f 4 4aubtrw PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Late: U (SCoUe-rfV Gem Tract No: 33 67 .Project Name: , t- L oh- Vicinity:_���,�S�h � Silye►�IZo�k Purpose of Construction (Ex: Rough Grading, Offsite Street etc.) a e- kHa.T' Description of Construction.(Ex: See Plan Set No. 01234) SPP. Gac�tQi� Dimension of Installation or Removal: _�SbE Approximate Construction Start Date: Noy[ l -Z o-- Approximate Construction Completion Date: Nj� v 3 o1 � a Estimated Construction Cost: $ « Estimated Construction Cost shall include the remova of all obstructions, materials, and debris, back -filling, compaction and Placing permanent. resurfacing and or replacing improvements Contact Name: µ .�,� �, ,� Phone Number: 13 7xr z Name of Applicant/Owner: OW6tzp - L e--12, :35t2-, t t Applicant Address: 2 2 -o3q r' CA - Applicant Telephone Number: :5Z,.4 • C.2.) g I Name of Contractor: Contractor Address: Contractor Telephone Number: Contractor State License Number: Contractor City Business License Number: ► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED t ?p^icant or Contractor General Liability Insurance Company: Applicant or Contractor General Liability Insu ance Poli Number: GL I9019115� Office Use Only: Inspection Fee: (O o Permit Fee: (O.O As -Built 0 Deposit: Dust Control O Deposit: Credit O --.-Amount:------.-.. TOTALFEE DUE: 1$ -'(p O Office Use Only: Assigned Permit Number: f Approval Date: Expiration Issue Date: --Adminislrative-Authorily:--- 4h% �j • � r �;ia�gK9��13� t, October 19, 2007. LCRF SRI LLC. La Solana at SilverRock Resort 78-034 Calle Barcelona Suite A La Quinta, CA 92253 SUBJECT: TEMPORARY USE PERMIT 2007-752 Temporary Sales Building for La Solana at SilverRock Resort Dear Mr. Devlin: The Planning Department has approved your request to install a temporary sales building at the La Solana site of the SilverRock Resort, pursuant to LQMC Section 9.100.080 (Re -locatable Buildings). This approval authorizes you to install the sales building pursuant to the application on file as TUP 2007-752, and in compliance with all conditions of this letter; however, please be aware that this approval only constitutes an allowance to proceed with the temporary use of the building. As the applicant, it is your responsibility to obtain any permits as may be required below in order to physically place and set up the structure. Of course, any requirements listed herein, which you may have already complied with to date, will be considered complied with. This approval is granted based on the following findings: A. The public. roadways surrounding the temporary sales building area are capable of handling the anticipated traffic volumes generated from this use. No significant effects are anticipated which would be detrimental to the health, safety and public welfare of the community, with implementation of the required conditions of approval. B. This temporary use permit is categorically exempt from environmental review under the California Environmental Quality Act (CEQA), under CEQA PAAndy's\Temporary Use Permits\TUP 2007-752 La Solana Sales Building.doc P.O. Box 1504 • LA QUINTA, CALIFORNIA 92247-1504 CD 78-495 CALLS TAMPICO 0 LA QUINTA, CALIFORNIA 92253 P1 (760) 7 7 7- 7000 -FAX (760) 777-7101 6 Guidelines, Section 15304(e). C. Facilities, either existing or temporary, such as parking, restrooms, security, lighting, seating, and fire, etc., will be provided to accommodate any clients, visitors, and employees., D. The required conditions will ensure that tenants and residents within the surrounding area will not be adversely affected by this temporary sales building. This approval is subject to the following conditions:. 1. By constructing this temporary sales building, the applicant agrees to indemnify; defend and hold harmless the City of La Quinta, its agents, officers, and employees from any claim, action, or proceeding to attack, set aside, void, or annul the approval of this Temporary Use Permit. The City of La Quinta shall have the right to select its defense counsel at its sole discretion. The City of La Quinta shall promptly notify the applicant of any claim, action, or proceeding and shall cooperate fully in the defense. 2. The applicant shall comply with all provisions of the 'La Quinta Municipal Code (LQMC). 3. Permits for the temporary building shad be obtained prior to installation. Prior to set-up, please contact the La Quinta Building & Safety Department and Riverside County Fire Safety at (760) 863-8886 for any additional requirements of the Fire .Marshal. Fire lanes shall be established and/or maintained for the building. 4. This Temporary Use Permit is valid for a two-year period. However; an extension may be applied for, with no. additional fee, in writing to the Planning Department prior to the expiration of the permit. The Planning Director may, after reviewing the facts, extend the use ' of the temporary sales building for an additional discretionary period of time. 5. Prior to approval and permit issuance, a fully executed "Early Access Agreement" must be approved by the Executive Director of the Redevelopment Agency. A file copy shall be submitted to the Planning Department prior to final issuance of.a building permit. 6. Prior to grading, the applicant shall submit and receive approval of a precise PAAndy's\Temporary Use Permits\TUP 2007-752 La Solana Sales Building.doc grading plan form Public Works. 7. The applicant shall obtain an. encroachment permit from Public Works for access and connection to utilities and for grading. 8. Any and all private security personnel contracted for the site shall be easily identifiable to the public by the provision of uniformed personnel. All designated private security personnel must be licensed by the State of California and possess a valid Private Security license. 9. Temporary signs for the temporary sales building shall require a separate sign permit. This Temporary Use Permit approval does not constitute approval for a temporary sign permit. 10. Obtain a building permit for temporary electric service and any other required items (e.g. trailers, portable generators, etc.). Contact the Building and Safety Department at 760-777-7012 for permit requirements. 11. All temporary electrical wiring shall be secured to prevent physical hazards to the public and participants. Wiring/cords shall not be subjected to environmental or physical damage. 12. All outdoor lighting shall comply with Section. 9.100.150 of the Zoning Ordinance. All non -essential outdoor lighting shall be turned off within one hour of the conclusion of business. The use of spotlights, searchlights, or other such aerial illumination devices is prohibited, as per City Ordinance. All security light fixtures shall be hooded to prevent light glare from being cast onto adjacent properties. 13. A building address shall be installed on the building to help identify the temporary business location (e.g., minimum . 2-inch high letters in a contrasting color). 14. Mounted close to the front door on the outside of the building shall be a written notice informing emergency personnel of your 24-hour emergency phone number in case problems arise that need your prompt attention (i.e., minimum one -inch high letters). 15. Temporary trailers to be set up during the construction of the temporary sales building shall be removed from the site prior to the issuance of a Certificate of Occupancy. Temporary trailers, if elevated off the ground, shall be skirted with metal or wood siding material. The skirting material shall be painted to match the exterior color of the construction trailer. The exterior P:\Andy's\Temporary Use Permits\TUP 2007-752 La Solana Sales Building.doc surfaces of any trailer shall be painted (or may be stuccoed) and kept in overall good condition. All construction trailers shall be removed from the site prior to the issuance of a Certificate of Occupancy for the temporary sales building. 16. Provide one 2A1013C fire extinguisher inside the temporary sales building and any construction trailers utilized on site and place a sign over the exit door of the temporary sales building which states 'Door to Remain Unlocked During Business Hours.' 17. The applicant shall employ dust mitigation and control measures to ensure that all disturbed dirt surfaces are stabilized. Dust mitigation measures shall be employed during the construction and use of the temporary sales building and ,for any construction parking adjacent to the building. 18. If any ground excavations are required, please contact Underground Service Alert (USA) at 1-800-227-2600 or 1-800-422-4133. This service is free of charge provided USA is given two days notice prior to commencement of work. 19. "Provide potable water and sanitary restroom facilities to accommodate any on -site construction workers and employees. 20. A separate temporary use permit shall be required for any outdoor special events. Temporary use permits applications shall be submitted to the Planning Department 30-days in advance of each event. 21. The City may elect to add conditions to this application request to mitigate any problems that may arise and are not address herein. The City may elect to add Conditions to this application request to mitigate any Problems that arise not previously addressed herein. This decision may be appealed. to the Planning Commission, provided the written appeal and filing fee of $115.00 are submitted to this Department within 15 calendar days. Please contact this office. should you wish to file an appeal, and we will assist you in that regard. Although this approval will be forwarded to other departments, it is the responsibility of the applicant to obtain any permits as may be required in order to physically set up the event. If you have any questions on this matter, please contact me at (760) 777-7068, or by email at amogenseri@la-guintai.org. .P:\Andy's\Temporary Use Permits\TUP 2007-752 La Solana Sales Building.doc I r Sincerely, IANREW J. -.MOGENSEN Principal Planner att: site plans Planning Director Building and Safety Manager Public Works Department Code Compliance Division Riverside Fire Department oc LICENSE NO. 396698 DATELAND CONSTRUCTION CO., INC 50-305 HIGHWAY 111 COACHELLA, CA 92236 (760) 398-5544 - (760) 398-3507 PROPOSALS and CONTRACT NO. PHONE: PROPOSAL SUBMITTED TO: 7DATE: 760 564-1389 FAX 760 771-021 7-Se -07 NAME: PROJECT: LA SOLANA AT SILVER ROCK DEV. OFFICE DISCOVERY CENTER ADDRESS: LOCATION: 78034 CALLE BARCELONA, STE. A SILVER ROCK CITY & STATE: ENGINEER DATE ON PLANS LA QUINTA, CA 92253 RCE CONSULTANTS INC. 30-Aug-07 ATTENTION: PROJECT PLANS - NO. AND TITLE: TOM ROSA I PG DISCOVERY CENTER 01 TL We hereby propose to furnish the necessary equipment, labor and material required to perform the following work: ON SITE IMPROVEMENTS 1 1 LS CLEAR AND GRUB @ 17361.30 $ 17,361.30 2 1 LS UNCLASSIFIED EXCAVATION @ 7,100.00 $ 7,100.00 3 14950 SF CONSTRUCT 2.5" AC OVER 3" C.A.B. @ 2.32 $ 34,684.00 4 100 LF CONSTRUCT 6" CURB AND GUTTER @ 27.47 $ 2,747.00 5 10 LF CONSTRUCT 6" TO 0" CURB TRANSITION @ 27.47 $ 274.70 6 65 LF CONSTRUCT 4' WIDE RIBBON GUTTER @ 41.40 $ 2,691.00 7 315 SF CONSTRUCT 4" THICK PCC SIDEWALK @ 7.55 $ 2,378.25 8 1235 SF CONSTRUCT 4" THICK DG PATH @ 2.25 $ 2,778.75 9 1 EA CONSTRUCT HANDICAP RAMP PER DETAIL ON PLAN @ 850.00 $ 850.00 12 1 LS INSTALL SIGNING AND STRIPING @ 2015.00 $ 2,015.00 13 160 LF INSTALL 4" SCH 40 PVC CONDUIT @ 12.00 $ 1,920.00 TOTAL $ 74,800.00 STIPULATIONS This price is based upon unapproved plans & subject to change. Engineering, staking and compaction testing by others. Fog seal or seal coat not included. Prime coat not included. " Asphalt price good until February 1, 2008, any increase in asphalt price due to crude oil and / or natural gas price increases after April 31, 2008 will be passed on to owner. Dateland Construction Co. reserves the right to substitute an approved C.M.B. ( Crushed Miscellaneous Base) in lieu of Class II Aggregate Base. Permits, Fees, Bonds or Certificates ( performance bond, additional insured, etc) required of Dateland Construction are extras. Finish grading for landscaping by others DUST CONTROL: Dateland Construction will be responsible for dust control on its work area during normal working hours only. Any additional watering to fulfill the PM10 plan requirements over and above the normal working hours and / or Dateland 's work area shall be charged to the owner in accordance with our current labor and equipment rental rates. If PM 10 monitoring is required, it will be charged to the owner in accordance with our current labor and equipment rental rates. ACCEPTED FOR BUYER BY Submitted by: Approved - -- - - ------------------------ 1147 12 -71S Tl Z')g —97f -77 1 0) 1-1 TC 7s 55 r —,Mz- ------- =17- AS JS ptC ")D(I 1-3111 _Lj, lmulsuo�) Z SS iolmr) uoqyl )pi, t Ixulsaw.) ;50 LTC ol j) 17 L YL -mnD put! cl.fn.-) T I mulstio—) D JS V o �yj s I P-,) S-1 I Yeol.D MUD SUNIT-100 sm-poo 'P,—A i,l a N:0 Lbl 1 3210 NA11 lo-1 7,111!1.11"1 pup 'liqlm.1'.) :A-1: .. t 10, 1.11.)s GIR UTILN-JDANTAODSM 1-10WIMPS'IN V.X�Vlo� VA BID .-NNIOUNT — TOTAL OF 31D ITEMS I-I3 ABOVE: y 8I I. 8� 5S -- Tom! in words: 411tLQ(460 St)(ry_E1414r DU��25 ,��1� �CCTy-FtJc ---- CCE aT Laid Amount of each of the above Bid Items must be filled in and completed. It is understood that the quantities shown hereon are but estimates and the bidder is responsible to verify quantities prior to subinitting, a bid. Final payment will be based upon actual work performed, subject to such adjushrtents and alteration: as elsewhere provided herein. _; 1ATt✓ LA ti � C(�+`: 1 CZ l t C 1 I G ��r� 1N �I �►� C . '`lame of -Bidder CONSTRUCTION NOTES Oj CONSTRUCT 7.5' ASPHALT CONCRETE OVER 3- CRUSHED AGGREGATE BASE O CONSTRUCT . x2' COLORED DO Oj CONSTRUCT 6' CURB Q GUTTER PER CITY OF LA OUINTA SM. 201 O CONSTRUCT 4 ' Pcc sDEwALx PER CITY of LA QUINTA SM. 245 O CONSTRUCT 6- CF TO 0' CF TRANSITION PER DETAIL ON SHEET 2 O INSTALL 2'K4' REDWOOD HEADER Oj 6' SCREEN WALLS PER LANDSCAPE ARCHITECT PLANS O CONSTRUCT RIBBON CURER PER DETAIL ON SHEET 2 Og CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2 IO INSTALL 6' CONCRETE 1'41EEL STOPS II CONSTRUCT HANDICAP SIGN PEA DETAIL ON SHEET 2 12 INSTALL WATER FEATURE PER LANDSCAPE ARCHITECTS PLAN ly INSTALL HAROSCAPE PER LANDSCAPE ARCHITECTS PLANS 14 INSTALL ENTRANCE SIGN PER DETAIL ON SHEET 2 IS PAINT PAVEMENT MARKING 'STOP% PER MUTCD STD. FIGURE 38-20 (CA) 16 PAINT 120-12' VAUTE (UMIT LINES) 17 INSTAL. 30' TYPE 'RI-1 - STOP SIGN'. PER MUTCD STD. 18 PAINT 4' BLUE STRIPPING AT 36- ON CENTER 6 PAINT PARKING STALL STRIPING PER CETAIL ON SHEET 2 ©p 4-4' PVC CONDUIT REEVES PER DRY UTILITY CONSULTANT 21 CONSTRUCT 8- TALL AC BERN PAINTED WHITE 22 INSTALL 36- WIDE DETECTABLE WARNING STRIP PER CALOAG FIGURE 46 1� LETTERING ON SIGN MUST BE A MINIMUM OF 1' IN HEIGHT UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR UCENS PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE N TOWED AWAY AT OWNER'S EXPENSE TOWED VEHICLES MAY BE RECLAIMED AT 51-351 AVENIDA BERMUDAS LA QUINTA, CA OR BY TELEPHONING (760)863-8990 SIGN ENTRANCE SIGNAGE N.T.S. 4' 1' 2' 2' 1 I LJ/J EvEL AdNE— CLASS 'B' CONCRETE RIBBON GUTTER DETAIL N.T.S. •PROPOSED STOCK PILE AREA FOR EXCESS ONT /� STRUCTURE T ` _FUTURE GJ •�` S7RUCTORENRE r r 37.60 EOP C -NNRE'1'ARKINJ 37.21 EDP ---- - -- STRUOE NRRC E Q NNR37.88 FS C 37.49 FS RC _ 37.60 EOP 3 .22 TIC al LV •' 37.20 EOP ,% —� Try III T vPROP cONTRAcra 1� ., Jtr i 5' MIN INSTALL 6' CURB PER CITY I8.33R OF LA OUINTA STD. 201 MAX INSTALL GROOVES PER APWA 'CURB RAMP* STD 111-2 NOTE 2 @ DETAIL LANDING INSTALL V CURB PER CITY OF LA QUINTA STD. 201 HANDICAP CURB RAMP DETAIL N.T.S. MOTE, SIGN SHALL BE BLUE 118- BACKGROUND WITH W REFLECTIVE SYMBOL BORDER AND 1' MIN. HIGH LETTERING CALTRANS TYPE R99 ACCESSIBLE SIGN. TRANS TYPE FELE FlSHEDRCRIGN ADEFOS A < I II,I1—PCC CONCRETE I( x4 BAR OR 'PENNY NAIL 2' BEYOND POST EACH SIDE HANDICAPPED PARKING SIGN N.T.S. PROPOSED ELECTRICAL CONNECTION PER DRY,' UTILITY CONSULTANT;;. j Q(rYP) _ 33 .09 FS//BBCR' %-' EAS1iKF 33.15 EDP d,0 33.78 is RC - 7—.EMS•nNG WAVER LINE 34.06 fS/PRC'IF\:_.\"%\ EXISTING SEV.FA 35,93 ECP EC � y 3.49 S C IS 33.78 FS RC EXISTING UTIUTY - i3.01'Fs/ECR) I 38.30 ..... , - 30 STOP Ill •. '. . ' . . 'SEX 12 1STING ,Q b EXISTING ROLLED EXISOHG SEWER i • . •l MAN14OLE .. FF-37.O0 TED ' IEOK SKID-33.79 .^f `EXISTING CART PATH '. FQ PROTECT IN PLACE �\ _ .51'..:ice• :. ./�(� IFs IATFF SfRNCE.`� 'Y CONNEC33.50 Fs ' iION -:;` �PROPOYD:4' SEWER' LITERAL-"' ` CONTRACT(RCT 'TO VERIFY CONNEoN fi ' `EIusTING uTILI i EXISTING SEWER EXISTING WATER 9 J 4- L � Q Oa 1'-4' D o z� w z- 8 mw 7'-8' In �Q 12� JNG STALL STRIPING DETAIL 7595 Irvine Center Dr. STAMP BASIS OF BEARINGS I BENCH MARK Suite 130 VERTICAL DATUM PROVIDED BY P.E. CM16559 Irvine, Co. 92618 �`°`u�O*y OTHERS -UNKNOWN SIGNATURE Ph : 949.453.0 FoxL, THE BASIS OF BEARING FOR THIS Of IGIN-APPEARSTO BE MSL 411 Ta cY _ EXP. 6-30-09 O%: 949.453.0411 MAP IS THE NORTH LINE OF THE REFERENCE ELEVATION 3 NORTHEAST QUARTER OF SECTION NQ C46'359 x } POIGIT=NORTHEAST CORNER OF EXP 6-so-o9 8, T.6.E.. R.7.E., S.B.M. PER ROS SECTION 17, T.6.5., R,7,E., S.O.M. Consultants, Inc. MAP NO.73/83 1 1/2' BRASS DISC STAMPED LS DESIGNED BY: B.S.W. CHECKED BY: FB. SCALE: FILE NO. •+>;�o moo•, I.E.: NORTH B9'S1'03' 6298 REVISIONS DATEI NO ELEVATION: 4.31 ORAT'N BY: B.S.W. DATE: 10/08/07 1"=20' _- - _0502 _ i 10' TRANSITION 6' G.F. ,,,�O- CURB/ EDP I;CUR8 TO 00 C�.F.I 6' CURB 4' CUTTER CURB TRANSITION N.T.S. rL I I i I 2R I 2R COLORED 2.5- A.C. DG OVER Y COLORED C.A.B. OG TYPICAL STREET SECTION N.T.S. APPROVED BY: CITY OF LA QUINTA PRECISE GRADING PLAN SILVERROCK DISCOVERY CENTER IY R. JONASSON, P.E. DATE PRECISE GRADING PLAN WORKS DIRECTOR/CITY ENGINEER TENTATIVE TRACT MAP NO. 33367 NO. 45843 EXP. 12-31-08 ononnAlc nc ccn+InNI — T c c n -T c c n l 2 GRAPHIC SCALE (INFEET) it 1 Inch DRAWING NAME: PG DiscoveryCenter D' -a PP PROJECT No. 0001\PRECISE GRADNG\ SHEET 2 OF 0 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 7182 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 followinq 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 (YV) 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 'W') 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 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. ❑ 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 (5') 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 ( 5) 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. 7182 SilverRock Discovery Center — La Solana / Water & Sewer Tie -In to City Lines for Sales Trailer / TM 33367; Ahmanson Ln @ SilverRock 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 § l (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. LDD Development (LFCR SR1, LLQ — Thomas Rosa, 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 I 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 8:00 a.m. 6. . 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. 7. 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. Special Conditions Page I of 6 5/ PERMIT NO.7182 SilverRock Discovery Center — La Solana / Water & Sewer Tie -In to City Lines for Sales Trailer / TM 33367; Ahmanson Ln @ SilverRock 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. 9. 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. 10. Any land on which Williamson Act contracts apply shall remain undisturbed. 11. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § l (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 § l (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 12. 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. 13. 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. 14. 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. 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. Special Conditions Page 2 of 6 PERMIT NO. 7182 SilverRock Discovery Center — La Solana / Water & Sewer Tie -In to City Lines for Sales Trailer / TM 33367; Ahmanson Ln @ SilverRock 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. 15. 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 locations. 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. 16. 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. 17. 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 Contractors State License Number 18. 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. 19. 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. 20. 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. 21. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § l (part), 1982), backfrll 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. Special Conditions Page 3 of 6 PERMIT NO.7182 SilverRock Discovery Center — La Solana / Water & Sewer Tie -In to City Lines for Sales Trailer / TM 33367; Ahmanson Ln @ SilverRock 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 densi fled compaction via jetting or flooding or other means shall be allowed. It shall be the Pennittee'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 4 of 6 . PERMIT NO. 7182 SilverRock Discovery Center — La Solana / Water & Sewer Tie -In to City Lines for Sales Trailer / TM 33367; Ahmanson Ln @ SilverRock 22. 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. 23. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 24. Access and egress to all local properties shall be maintained at all times. 25. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § l (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 l " 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'h" 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. Special Conditions Page 5 of 6 PERMIT NO. 7182 SilverRock Discovery Center — La Solana / Water & Sewer Tie -In to City Lines for Sales Trailer / TM 33367; Ahmanson Ln @ SilverRock 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 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. 26. 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. 27. 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. 28. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 29. 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. 30. 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 party has acquired a permit from the City to perform the required restoration work. Special Conditions Page 6 of 6