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10079See below for Finance Revenue Codes. ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION 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: 4/28/2011 LOCATION OF CONSTRUCTION: Tradition Fitness Center; TM 27840-1; SDP 2010-916; 78-505 Old Avenue 52 1",, PURPOSE OF COTNSTRUCTION: Precise Grading; PM -10 fl , I. IJ DESCRIPTION OF CONSTRUCTION: Plan Set No: 11009 r,v 00 DIMENSION OF INSTALLATION OR REMOVAL: Plan Set No: 11009 APPROXIMATE TIME WHEN WORK WILL BEGIN: 5/3/2011 TIME OF COMPLETION: 8/312011 ��" Y'=` z3z ESTIMATED CONSTRUCTION COST: $75,700 (Including removal of all obstruction, materials, and debris, backfilling, compaction permanent resurfacing and/or replacing improvements) COMMENTS 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-whenrwork-wilLbe_started at (760) 777- 7097. To submit an inspection request, leave a message on the—Inspection Request Hotline at (760) 777-7097 prior to 130 P.M'a!? 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 rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. SignaturdVof Applicant or Agen Sun Vista Development - Bob Sturney P.O. Box 1144, La Quinta, CA 92253 760-275-5586 / 771-4722 Name of Applicant Business Address Telephone No A. Flores P.O. Box 1036, La Quinta, CA 92253 760-360-0255 Name of Contractor and Job Foreman Business Address Telephone No. 610005 497 Contractor's License Number . City Business License No 'Nautilus Insurance Company BK152030500 Applicant's Insurance Company Policy Number FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I Finance Revenue Code Inspection Fee Permit Fee As -Built Deposit Cash Deposit -Surety Bond, if required iIUTAL . E_1 E_1 E-A E_B $2,271.00 100.00 $1,000.00 0.00 $3,371.00 Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: 10079 DATE ISSUED: EXPIRATIO �DATE: M � 3 -1—d i �2_" BY: WORK INSPEC ED 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. Is 1 1 . L:'SNJ Vo9 PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: �[l� 7 8 4a — I F act No : QQ1D -9)(o Project Name6U7�Oicinity: , --_xS Azle .SZ Pose of Construction (i.e.: Rough Grading, Offsite Street, etc.) l t�IrC�(�•C..f'L Description of Construction (i.e.: See Plan Set No. 01234) Pj N 1 Dimension of Installation or Removal: 1 Approximate Construction Start Date: '<- �3 .- j Approximate Construction Completion Date:. Estimated Construction Cost: $ :2 S 70 r) Estimated Construction Cost shall include the removal of obstructions, materials, and debris, back -filling, compaction and placing permanent resurfacing and or replacing improvements Contact Name: Phone Number: %6�t,' Name of Applicant/Owner: .Su Al /57rid 7 - Applicant Applicant Address: /�5. ®. Z?,,g X //T� SLS Applicant Telephone Number: �ZL,9- 7 7/_ �7� �., �-" O Applicant E-mail Address: �OB�'T�Q�cl y, (, 40L. o(0 .Name of Contractor: Contractor Address: V. Contractor Telephone Number: �/V' O — 3 D -0.2 57' Contractor State License Number: --T- Contractor City Business License Number: 9 �% Contractor. E-mail Address: e-1VIA(A ►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED t Applicant or Contractor General Liability Insurance Company: Applicant or Contractor General Liability Insurance Policy Number: Office Use Only: Inspection Fee: Z� Permit Fee: T (0 O As -Built Deposit: '000 Dust Control (I1 Deposit: `fes Credit Amount: ^tr��/1 TOTAL FEE DUE: Office Use Only: Assigned Permit Number: 0 Approval Date: 7 Expiration Date: Issue Date: Administrative Authority: 0 N o . d �►nsUT ,�uQ��-(� -� . 0 � � Q - j & Vr�70P CONSTRUCTION NOTES & QUANTITIIES ESTIMATE: QG C PtAfr 8880 SF & R SAW -CUT EMOVE EXISTlN A Q SAW -CUT & REMOVE EXISTING 6" BARRIER CURB /Q SAW -CUT & REMOVE EXISTING 6" CURB & GUTTER ® SAW -CUT & REMOVE EXISTING CONCRETE- RIBBON GUTTER CONSTRUCT 6" CURB & GUTTER PER CLQ STD DWG 200 a CONSTRUCT 6" BARRIER CURB PER CLQ STD DWG 204 CONSTRUCT 4 AC PVMT OVER 4.5" CL II AGG BASE �® CONSTRUCT 4" PC CONC. SIDEWALK '.0 CONSTRUCT 3' WIDE RIBBON GUTTER PER DETAIL 'A" SHEET 1 i 10 CONSTRUCT 3' WIDE DRAINAGE TROUGH PER DETAIL "B" SHEETI 11 CONSTRUCT 2' WIDE DRAINAGE TROUGH PER DETAIL "C" SHEETI 12 INSTALL TRUNCATED DOME TILES. PER CLQ REQUIREMENTS & ADA STD-& 13 PAINT BLUE HANDICAP STRIPING WITH SYMBOLS PER CLQ & ADA STD'S j �, t4 CONSTRUCT HANDICAP RAMP CASE "C' PER CLQ STD'S & ADA STD'S 15 CONSTRUCT 5' CONCRETE BLOCK WALL BY SEPARATE PERMIT. FINISH & COLOR PER ARCH'S SPEC' 1 g RELOCATE EXISTING IRR. CONTROL BOXES 17 REMOVE EXISTING 4'H LIGHT STANDARD 18 CONSTRUCT STONE VENEER PC CONC PAVEMENT PER ARCH'S SPEC'S 19 PAINT 4 WIDE WHITE PARKING STALL STRIPING 20 INSTALL H/C SIGN PER CLQ STD'S & ADA STD'S ° i,2, Goys+ru c -t l3o6�1er fox Pe -r clCAC " nn shee+ 3 T��t -N-7c? 0 6cr�f� Z.6, �� I % 'f- 1010 t . A)jj( ID ac, E 350 LF 180 LF 210 SF 134 LF 251 LF 2225 SF 895 SF 155 SF 40- LF 26. LF 30 SF 2 EA 1 EA 53 LF 4 EA 3 EA 1725 SF 128 LF 2 EA PROPOSAL 78206 Vamer Road Ste. D #135, Palm Desert, CA 92211 7601360-8700 Fax 7601360705 bUBMrTEDTO Sun Vista Development Corporation(760) PNONE 771-4722 7march DATE 7, 2011 ADDRESS JOB NAME PO Box 1144 Traditions Fitness Center) Cm, gTATE, ZIP La Quanta. Ca 92247 JOB LOCAMON n Trail La Ouinta CA 518BOT=TURNEYft,AO CONTACT Bob Stu CELL email EIMMATOR L.COM Steve rs We heroby submit proposal end apedroatone for. FOUNDA7•ION ANA SLAB ON sans $52.518 THIS PROPOSAL INCWDES ALL LABOR AND ]UTWUMS TO OOMPLPI'8 THE FOLLOWING: - Concrete slab on grade. 5 thick, 3000 psi - Import Barn! layer 2" over 10 mU vtsqueen - Slab reinforcing #3 rebar at 16"ocew - Pad footings w/ reinfor dng per plan - Semng Of steel templates and drypaCx of baseptabes - Continuous footings w/ reinforcing per plan - Sawcutting of control joints - Excavation of footings � - Standard imbedded hardware - Fine gredefrom +or -.1d - Cure compound WR Meadows 1100, ASTM C-309 - Gradebeams w/ reinforcing per plan Masonry wall footings (inside the building footprint only) w/ reinforcing• per plan - Pumping of concrete as necessary Slab square footage 5,072 sf HARDSCAPE - 4" thiC k oonci etE base w/6-6 10/10 wwm 4000psi 1742 sf $ 12,194 - 4" thick exposed aggregate concrete, Del Rio handseeded. Concrete color to be Limestone 763 sf S 6,104 S / Z - 24" x 24" poured in place Stepping stones, Dei Rio handseeded. Concrete color Limestone !287 sf $ 4 3 - ADA Ramps with trancated domes 2 t!a $ 3,700\ �Z L -z, - 6" curb and gutter per City of La Quinta Standards ;172 If _ -p $ 3,096 - 6' curb per City of La Quinta Standards :122 If $ 1,952 - 3' wide ribbon gutter 105 tf $ 1,890 .S✓y - 3' wide drainage trough 99 if $ 3.564 A) cutting. demoutlon or hsLmg. utile= ofharwata nptpt(, B) Grading And compacting of btdlding pad to + or -,J0 by others. C) Perrrtita, 8ravey, tmdr,g or msperxons. { D) Any mcessary or corrections will be approved by Cenral Cowatxor in writing prior to am work being done, and charged on a T&M bass phi 25% over head and profit Labor rates on extras will be $45.00 per hour. E) This bid 'includes only are move onto site, k will not RUM fir vvorK to be done 'uraemenU tly. F)This propoaal shag be b*Ktwed in psrod any contracts praby 0l0 owner or general tontrecw, G) T-nPI>atw, template born and any or+stam MI anbed hardware provided by Wmm H) No hav6rt0 of siodoed can spoils, 1) Puwmr and wator to be provided to elle by otters �)MMOnly waft and ae wag footings p Faatwork or sltework unless otharwise noted WB RROPOSE hereby to f MI& labor and mamiats, complete In somroance with tht above Weo&atlorm, for the sum of TOTAL $99,323 PAYMBNT TO SD MADE AS FOLLOIl ; Net 30 Days, 10% Retention to be paid 30 days thareafter, tate charges may appy over 30 days. M mab5ft Is gmanbwd m bQ"epe~. m wont to x odmotdad In a "ot;+trnAka ms uev aoW rang to2Wwrra.a..wbnaryoNma�ma Authorized +,"ea,nor�r.mnwuboom��n.uroas�4� �em��n�.au Signature W'°°""'ftW'm"Er,tUPWW`°*°O,°rftord°ayubyond our wntrd.om*,ro�gy&0,Mood W. Doi Lawson / President --V+ Poe pia aXher neoeacary hauranoe. Fw a mvaed by Wodanenb ComDwaadw r—ante. Net.; Yny MaY be %Mdm— w q not accepted wiwn 3o da ACCMANC:E OF PROPOSAL . The ebove MOOS, gmma A tions 44 COrIQ *ft ere Wistadory and h"W at'AepW. Tou aro menernye{ m do aro work rro cpaoaad. P&/mem will be made an ordWed ab&. Signature ��Jf /rn:resse in material noes m eve 30 d8 hom r /date Date of Acceptance: — Name /Title .T Traditions Fitness Building (version 1).xis Prim Date 3Rh1 N 10 10 03:31p Earth Sculptures Inc. NaMG c P Phone (760) 772-6575 Fax (760) 772-6576 Contractor Lkxnse #587364 PROPOSAL Submitted To: Mr. Bob Sturney Business: Sun Vista Development Corporation Address: P.O Box 1144 La Quinta, CA 92247 Date: 11-10-2010 PROJECT: Traditions Fitness Center 760 772 6576 p.2 SCOPE OF WORK: Earth Sculptures Inc. shall proAde the necessary labor, and equipment to construct the following: DEMO 1. Saw cut and demo asphalt and concrete per civil plan 2. Remove (13) Trees 3. Remove sod 4. Remove hedge Proposed Amount: $10,840.00 GRADING 1. Mobilization 2. Pre water 3. Over excavate building pad 5' 4_ Grade site +/-.10 per plan 5. Sub grade for flatwork 6. Install (1) stabilized construction entrance Proposed Amount: $26,860.00 ASRALT PAVING 1. Sub grade areas to receive asphalt 2. Install 4" AC over 4.5" Class 2 Base, pave in (2) lifts 3. Paint striping per plan Proposed Amount: S18,793.00 MAR -07-2011 10:34 From:7603981697 A FLORES (L - EXCAVATING & GRADING, INC. POST OFFICE 13OX 1016 / i.A QUT)TTA, CALIFORNIA 92253 PHONE (760) 360-0255 / FAX (760) 398-1697 Lic. 610005 03/07/2011 Sun Vista Development P.O. Box 1144 La Quinta, CA. 92247 Fax: 760-7714922 ATTN.- Bob Project: Traditions Fitness Center Clear & Grubb PROPOSAL Revised I . Removal of sod 24,136 sq. fL 2. 350 LF. Brush along parking lot 3_ Tree removal (7 trees (a� $300 per) 4. Saw cut & remove existing AC pavement- 8880 SF 5. Saw cut & remove existing 6" barrier curb- 350 LF 6. Saw cut & remove existing 6" curb & gutter- 180 LF 7. Saw cut & remove existing concrete ribbon gutt>eu 210 SF Grading Page: 111 $4,750.00 $2,000.00 $1,500.00 $4,440.00 $1,225.00 $810.00 $1365.00 )h109rt 1. 5R over ex of building pad $4,357.00 2_ Blue top pad per plan and export $2,250.00 3. Rough pull around slab prior to lumber drop $2,250.00 4. Grading and compaction for curb &. gutter and ribbon gutter $2,250.00 5_ Grading and compaction for sidewalks, walkways, fountain area, and landscape arcas $3,500.00 '5-/v 4 ) }-I 4'0 7 . o 0 0-/3 Total $30,697.00 The above work as to be aampieMd in a substanda/ workmanlike manner according to standard practices. Accepted By:_,• Date: •-- Frites valid Qo trays «xr81ue top eleYAl,ions muse be. provided by Surveyors- - This bid dnen not Inch&. any addldozW cost far special inRuraner endodsm'uehts such as waiver of submptioh. 11 you require dlis type of eAdurstrntnt or any other-apecial' type of endorsements we will be happy to txmvide thio for you at an additional cast r=lusiona_ Maintain erasion eontml. Watermctcr. Permits/I =of any kind. PM ill. afta r 6r Irv, holidaye weekends dust cunt rot, oils teetin.& SUL-icy, Unknown hurled conditions, Rock removal beyond the sh&UY of Rite equignttent. Removal or handling of enntamihated waste. Comst7ucbOYL frnux. hd bond, concrete work of any kind, paving of any kin& Saw cut. Uffsitt iJWCn nMts, Denw uf any kind Removal of drbris of any kind, 1-ininb grade. Class 11 base of any kind. Gnivel of any kind, Digging offoot¢t p i' City of La Quinta The following_ General and Special Provisions are attached to and made a part of Permit Number 10079 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 theirentire 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 shaflapply 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. ® lu 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 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 lie 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. 0 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 (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 three inches (3") of SC -800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La Quinta Standard 600 shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of ani 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. 10079 Tradition Fitness Center/ Precise Grading; PM -10 / SDP 2010-916; 78-505 Old Avenue 52.; Peerless Place and Tradition Trail In addition to the standard permit conditions, the following shall apply: 1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. . 2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3.. 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. Sun Vista Development Bob Sturney) and/or A. Flores, 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 submitinspection 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 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00.p.m. Work shall be prohibited on legal. holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) before 8:30 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 1 of 8 PERMIT NO. 10079 Tradition Fitness Center / Precise Grading; PM -10 / SDP 2010-916; 78-505 Old Avenue 52; Peerless Place and Tradition Trail 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 3 feet (see plans) below existing grade or 3 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. 10079- Tradition 0079Tradition Fitness Center / Precise Grading; PM -10 / SDP 2010-916; 78-505 Old Avenue 52; Peerless Place and Tradition Trail 16. Sun Vista Development Bob Sturney) and/or A. Flores, 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 Quinta 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 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 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, 5t' 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 cityinspector's phone number. Special Conditions Page 3 of 8 PERMIT NO. 10079 Tradition Fitness Center / Precise Grading; PM -10 / SDP 2010-916; 78-505 Old Avenue 52; Peerless Place and Tradition Trail 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 future repairs due to settlement at and near the locations of the work area. Prior to the city issuing a building permit; the permittee's Geotechnical Engineer of Record shall submit a certified letter indicating that the grading has been completed per the approved plan. A compaction report on all fill is required following pad certification and prior to building permit issuance. 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 on Indemnification & Insurance Requirements. 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. 10079 Tradition Fitness Center] Precise Grading; -PM -10 /,SDP 2010-916; 78-505 Old Avenue 52; Peerless Place and Tradition Trail 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 RAV with the following requirements: a.. Class II Base witha 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. 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. I- � - _ _ _ _ - - - J Special Conditions Page 5 of 8 PERMIT NO. 10079 Tradition Fitness Center / Precise Grading; PM=10 / SDP 2010-916; 78-505 Old Avenue 52; Peerless Place and Tradition Trail 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 j etting 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 PERMIT NO. 10079 Tradition Fitness Center / Precise Grading; PM -10 / SDP 2010-916; 78-505 Old Avenue 52; Peerless Place and Tradition Trail 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 14.16.3 75 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 I". 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 basematerial 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 %2" 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 ina 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. 10079 Tradition Fitness Center / Precise Grading; PM -10 / SDP 2010-916; 78-505 Old Avenue 52; Peerless Place and Tradition Trail E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3/" 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 any time. 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 party has acquired a permit from the City to perform the required restoration work. Special Conditions Page 8 of 8 Date:: 5 i 070/ 2— IS S M I!. W T, J. F S City Of -La Quinta .. Public Works Engineering Department Inspector's Daily Log CommerciaVResidential Development Weather: ClearCloudy ❑ Rainy ❑ Overcast ❑ Temperature Range:& - y Wind: StilIR Moderate ❑ High ❑ m; J "/ao7� -Tip 13 *-/. �.�.� d �. ,os w; - 4.,-r rte ; r C- Cbin, - �n,.�i�uTv� :� c t. �a u l ��i% 5 �s`,� T�✓itoo.ti �:�.�ia .ii No �"SSLc .cs �3 /n .1-15 '7- 7Pllfc. P Title: Cowtwctu►n .7n6oecicaac Page / of C ity o f La Quinta . Public Works Engineering Department Inspector's Daily Log Commercial/Residential Development Weather: Clearj& Cloudy ❑ Rainy ❑ Overcast ❑ Temperature Range: )2--,(67, Wind: Still] Moderate ❑ High ❑ tJc. de- S, -Va D T Jda-7- c� %rRS !1 C�,s Co al evc. Title: e6tw ruc aon 3nepecum Page of ✓4-c C- , A — N. 7c j- n, r Thi Z-.�,G.as'c �' ;,�r G'`C•wG a 4u TTt, :s T lac .-.e�/ � 1�� C14 fila k°s E'+1-� ."Zi cei �.� S� c� %i �.lna C�tw'+,.rt-�-, � � Lx D �g�� i.•6� T h r e.1s�,�� n.,,�_ T„ �'Lv� tJc. de- S, -Va D T Jda-7- c� %rRS !1 C�,s Co al evc. Title: e6tw ruc aon 3nepecum Page of r.�_w�.n�yw;• __ _ .iwf+f a.t 4T�Y,� mow. _ �..�•aw.-_ �..�. T V. -.. �, 952599 Sladden 'Engineering 1 ; 6782 Stanton Ave., Suite A 77-725 Enfield Lane, Suite 100 450 -Egan Ave 15438 Cholane Road Buena Park, CA 90621 Palm Desert, CA 92211 _ Beaumont, CA 92223 Victorville, CA 92392 (714) 523-09.52• (760) 772-3893 (951) 845-7743 •760-962-1868 Fax.(714) 523-1369 Fax (760) 772-3895 Fax -(951•) 845-8863 Fax'760-962-1878 Date Job No. /Udy r -- FIELD MEMO Project Name.Tj Site Address _ l)cPr/ers -14/c� Job Phone Client:-'�,,.. 11,E- tf�i `aff Work Done C�Q-- ' -.7// %1� �O r't�o.,S �tIJ-.� c7f i�•i' .t'-�o/ �P fri,+q,Ca% c��i�d� fry,,, (c, /«l .,w ...,.Test Summary/ Footings Inspected . Test No. LocationElev. Dry Density Moist % -% Relative Compaction Ref. Max pcf Moist % S/, 92 V/ �s 9 .el S05 is- C' 1.29 2 d 5/l quo, i s7. 9� /0-7 T r � �r Field Tech. =' Super. or Agent 24 hour notice requested to schedule Field Technician. Thank you for. the opportunity to be of service. Y Form SE -0001 (Rev. 9/06)