Loading...
2918Vvith proper validation • •this• -form constitutes an - •.,yericroachment permit CITY OF' -LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT). For the construction of public . or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit — Class I I I DATE: Mauch._ 18, 1999 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION INCO Homes Desert Pride Tract 23995. Phase 4 and 5 Miles Ave. emd A.d=6 St. (Street address or Description of Location) PURPOSE OFCONSTRUCTION Install Straet.' Sketch (attach construction plans if appropriate) } Itatlrovement>es DESCRIPTION OF CONSTRUCTION Unde.raround utilities' and Street Imurovements'- . SEE ATTACHO CONDITIONS.. DIMENSION OF INSTALLATION OR REMOVAL N/A' SIZE OF, EXCAVATION, IF NEEDED. None. APPROXIMATE TIME WHEN WORK WILL BEGIN March 1999 APPROXIMATE TIME. OF COMPLETION MAY 1999. ESTIMATED CONSTRUCTION COST $ 83,814.00. '- df~r (Including removal of,all obstruction,'materials; and debris, backfilling, com- paction -and placing.•permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit; the applicant hereby agrees to: Indemnify, -defend and save the City, its authorized agents, officers; representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out.of any accident, loss or damage to persons or property happening or occurring as a proximate result of -any work undertaken under the permit granted pursuant to this application. Notify the Administrative.'Authority at least twenty-four. (24) hours in advance of the time when work will be started. Comply with all. applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of sult La Quinta and to. pay. for any additional replacement necessary, as.the r of this „s Signature of Applicant or Agent INCO Roemer. - 1282 Arrow "Rilzhwav TTn1,And CA (909) 991•-89A4 Name of Applicant (please print) `Business Address Telephone No. ' Cooley Construction Name of Contractor and Job Foreman Business Address, Telephone No. -348038 4083 c ;. Contractor's License' No. City Businesi'License No. i Get ling -Ameries 4003477 Applicant's Insurance Company Policy Number FEES:. Subdivision Improvement Permit — Class Ill P vi D o � Public improvements: 3/0 of estimated construction costs APR Q 17999 Private improvements: 3%.of estimated construct ion cost s Minor Improvement Permit — Class IV: See attached. schedule ; t . ��INTA. 2:5i4.00 Inspection Fee $ PERMIT VALIDATION Permit Fee 100.00 PERMIT NO. 2918 �,Cas.MaRe,pos":(t';5:�3"rety�B'on8 . f%ZCrurj'red As -built Deposit (2,000.00). TOTAL:, Receipt No. $ 4.614.00 Received by Date Recorded by DATE APPROVED 3/18/99 EXPIRATION DATE JJ • 3(/�18/00 DATE ISSUED Administrative Authority Telephone: (619) 777-7675 r < . - ` •r , - The following General and Special Provisions are attached to and made a pan of Permit No. A — _ GENERAL PROVISIONS W_ +• . ... , The following shall always apply: '- - `� •, .. i • , +7 ENROACE MENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta right of ' ^ •; - way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his -contractors to • 'I secure permission from abutting property owners.. Such,authorization must be secured by the permittee prior to starting work. TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate ont • i any paved surface unless fitted with smooth -faced street pads. 'All mechanical outriggers shall be fitted with rubber street shoes to > +t " . protect the paving during excavations: Rubber"tired equipment onl shall be used in backfill operations in paved areas. If the existing, - • P P 8 8Y P P - - pavement is scarred, spelled, or broken during the term of this contract, or if the pavement is marred, City of La Quints shall request • - * ° that these portions of road be resurfaced over their, entire.width. Resurfacing shall consist of one coat of two inches (2") of A.C. " surfacing plus appropriate seal cost as specified above; . • " . + - PROTECTION OF TRAFFIC-, All excavatioas and work areas shall be properly lighted and barricaded as deemed necessary by the City,Engineer or La Quinta City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained forthe , • !' - ` duration of the project. The City shall be notified.24 hoursinadvance of any traffic detours•or delineations. x a CARE OF DRAINAGE STRUCTURES: " Any drainage structure including corrugated metal pipe, concrete pipe, steel culvert and • ^ 4 • concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes _ ' necessaryto remove or cut existindraine a structures, City of La -" B B Y Quinta shallr 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. r RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill operation's sha{Il 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.' • _ . ►� l 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 requited, to sprinkle the job site to keep down dust conditions and shall be used - ' immediately after backfill. • ' - - > .►; DE -WATER OPERATIONS: If de -watering operations are required and pumps ere forcing waterloo 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_ - - l - • access for the adjoining property owners and emergency vehicles. In "the event it is felt by the permittee that he must close a street for • . - any length of time, permittee shall contact this office to, obtain the necessary permission. ' SPECIAL PROVISIONS • The following shall apply when indicated: R NOTIFICATION: , Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction. •' • i r ' ' + � - a - rig—'� UTLTTY CLEARANCE: • (Substructures) Prior to making any excavation within the City! f La Quinta`right of way ' M1 r v 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 ..+,y responsibility of the permittee. ` , ,r. �, • < • - - . ClI3 UTLIIY 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. ^ • �' F R4• PAVEMENTWIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced' • •-'"` - with -. inches of A.C. pavingplaced on s:" inches of class _aggregate subbase course having an "It" •, value of not less than . - . and:in conformance wiW.C:ty of La Quinta Road Improvement Standards and ' ' Specifications, Ordinance #461. • j PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall 'be graded to a slope of N inch to one foot (1'). ' R6 f GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a • - + a licensed engineer: " - R7 CURB REMOVAL FOR DRIVEWAYS:* A portion ofthe existing concrete curb and/or curb and gutter (_feet) shall be ' removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, "matching concrete gutter and - concrete driveway approach shall be constructed in conformance with City of La Quinta Standard N207. RS , DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property . - line end the existing road paving shall be 2 1/2 inches of A.C. paving placed on (. ) of class -' aggregate base. r ' - Driveway construction shall conform to attached drawing. ' "� • SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times. _ t - RIO SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the " manufacturer's specifications. s 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 Quints forces to preclude delay or interference with State of City of La Quinta projects. Rl SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when involved shall he completely tied out so they may readily and correctly be 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 project clearance. R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting of pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to 1000 linear feet of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing an adequately consolidated backfill. Any material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be'placed in lifts of not greater than three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of 95 percent shall be attained with the structural section of the roadway. R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the trench before flooding or a maximum of five-foot (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 be not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuous. 18 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000 feet and a minimum of one (I) test on each road. One (1) copy of each lest shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. R1 9 COMPACTION TESTS: If so required by the inspector, compaction 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 Section 6.3.01 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 2 inches of SC-800 shall be placed on a prepared subgrade. The SC-800 temporary paving shall be placed after a maximum of 3000 linear feet of trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. R21 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 inches A.C. surfacing placed on a _inch class _base shall be placed no later than _days after completion of temporary road repair. 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. �B23� STREET RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon completion of permanent repairs. R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right of way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permittee to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections which can be handled safely without 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 is becomes necessary to restrict traffic, the work shall be restricted to a maximum of 500 feet at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all limes. Large holes resulting from tree removal shall be backfilled and compacted to not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. SPECIAL CONDITIONS --PERMIT NO. 29,18 -=- INCO HOMES. In addition addition to the standard permit conditions,, the following shall apply:- L. 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. Inco Homes, hereinafter referred to as "Permitter", shall be responsible for providing continuous dust and erosion control. - 3.- Streefs shall . -be kept clean. They shall be completely cleaned at the end of each working day and more, frequently if required: 4. Pursuant to Section 6.08.050 of the La 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 lst 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 .3 0: 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., 5. Work performed within 500 feet of a signalized intersection is restricted between the hours 'of 9 a.m. 3 pm. Traffic control shall beset up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department -at (909) 275-6894 if signal operation at the intersection is to'be altered in any way. 6. Pursuant to Section 44.16.1 10 of the La`Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permitter shall assume responsibility .for repair,of any pavement damage to any public or private ' street and,forany damage to other City streets or facilities as a result of work performed under this permit. '7. Pursuant to Section 1,4.16:250 of the La Quinta Municipal' Code (Ordinance 10 § 1 (part), 1982), advancewaming signs and:traffic control shall be installed-and,maintained in accordance with Cal Trans Standards -or the Work Area Traffic Control Handbook (WATCH Manual). A traffic. control plan, if required, ;'shall be prepared in accordance with the WATCH Manual and submitted to the. City for review, and approval one '(1) week prior to starting any construction. It shall be the Permittee's responsibility to appropriately detour and,barricade all construction sites. Special Conditions - Permit No. 2918 Pagel of il i T _ SPECIAL CONDITIONS --PERMIT NO. . 2918 . ---1NC0'HOMES --- , 8.. ' Pursuant to Section l'4.16.290 of the La-Quinta' Municipal.Code (Ordinance 10 § 1 (part), 1982), street closures shall not,,be permitted. A minimum of one -travel lane.,of paved surface shall be maintained with flagmen at all times. A 9. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee. responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not lirnited'to traffic signal conduits and -loops irrigation lines, electricafconduits,`and storm drain facilities. 10. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, orto fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfactio_ n of the City Engineer at no cost to the City of La Quinta. 11. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction. within street rights=of-way shall conform with Section 306-1.3 of the latest. • edition of the Standard Specifications For Public Works Construction (SSPWC_ ), except as otherwise' specified herein: Native material may be used as backfill material. -provided that minimum compaction, achieved in the manner prescribed,herein;,i`s achieved. Backfill shall be performed by mechanical means;'no y water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's•responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite; at all times'during'backfillroperations. - Backfill compaction shall be achieved by the following conditions: A. ' When a firm foundation, is not encountered 'due tosoft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at- an appropriate :moisture content for compaction. The appropriate moisture content range shall be established at the onset of the f project and ensured prior to use of the materials through progress testing on the stockpiles. C. The.first length of trench backfilledshall be backfilled in the presence of the City, Inspector., Compaction shall be tested at random depths at�approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater.than one foot are attempted in this trial-length,of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the' lift is compacted. .Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. - Special Conditions - Permit No. 2918T . j Page 2 of 4 SPECIAL CONDITIONS --PERMIT NO.'2918 _ --- INCO HOMES -=- 7 F. In subsequent lengths of trench, the frequency of compaction tests shall equal, one per each lift of backfill, per 300 linear feet of open trench, at randomlyselected locations within the open' • length of trench. G. The depth of the randomly selected compaction tests shall also be randomly, selected except ` that'.where multiple tests are required in a given length of trench, the tests shall be no closer . than three feet (vertically) from each other. H. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is`represented by the failing test. (as determined by the City ' Inspector), shall be tested for compliance with compaction requirements. I:°•All costs incurred due to the condition'sabove shall be bowie by the Permittee. Copies of all test results'shall be furnished to the City Inspector. 12. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection .-Of the public. • Lengths•of open trench shall not greatly exceed that which can not be backfilled in the same day.. Exdavat4 trenches shall not be allowed open overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length', open overnight at a'point where construction ,will begin the next day, provided that this length .,of trench is completely covered by steel plating., 13. All landscaping, irrigation,,decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 14.. ' Access and egress to all local properties shall be maintained at all times.. 15. Pursuant to Section 14.16.375' of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), • permanent pavement replacement ' shall be completed .no later than seven (7) days after the completion- of 'the work; 'Permanent. pavement replacement shall - conform to -the following conditions: A. Existing asphalt concrete pavement shall- be'sawcut one (1) foot, beyond trench edges. Edges shall be straight and�'clean. , i B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker , F •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 compactedTto 95%'relative compaction arid respectively tested, for each •300 linear feet of -trench. Verify exact structural replacement section thicknesses with the City prior.to installation., Special Conditions- Permit No. 2918 . Page 3 of 4 . I SPECIAL CONDITIONS--PERMIT_NO.2918 --- INCO HOMES --- C. Permanent'pavement replacement shall be installed using a City approved 3/4" max medium _ asphalt concrete as the base course lift.and a City approved'/2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. For transverse trenches across improved streets, the existing pavement surface, three (3) feet on either side' of the excavate_ d trench, shall be cold -milled to a depth of 6.10', with a "butt" joint created along each edge of the cold -milled area, and "a new 0.10' lift of/2" max medium . ,.asphalt concrete pavement overlay applied throughout the cold -milled area. r t E. For longitudinal trenches within improved streets, the existing pavement surface, through the lane width (within lane line striping), shall be cold -milled to a depth of 0.10%,with a `.`butt" joint created along each edge of the cold -milled area, and a new 0.10' lift of/z".max medium - N asphalt concrete pavement overlay applied throughout the cold -milled area. F. =If grinding and capping operations are not performed .in the same day, as base paving j operations, the base :course lift of 3/4" max medium asphalt concrete 'shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface: The base course lift of paving shall not be left 0.10' -low in anticipation of grinding and capping. ' F. , Any existing lane striping affected by this resurfacing shall be replaced in kind. by the, Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shallbe removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. ' 16. Permittee shall'notify the City of La Quinta Public Works Department a minimum of 48 hours prior to commencement of any construction of (760) 777-7075. `l7. Permittee shall permanently stabilize any and all soil' that was disturbed as a, result of work. performed under this permit with anapproved dust�control treatment. Soil stabilization shall be done immediately after completing the operation. 18. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part),,1982) the City has.designated certain city streets -as Truck Routes. The weight limit for restricted streets (i.e.,. streets not part of the Truck Route`network) is three -(3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. 19. This permit allows .for the construction of the street improvements per the approved plans for Tract .23995-4 and 23995-5. 20. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time'. Special Conditions - Permit No. 2918 • _ 1 Page'4 of 4 t MRR.16.1999. 9:24RM NO.442 P.2 With proper validation this form constitutes or, ""achmem permit CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private curbs, drivewav,, pavements. sidewalks, parking lots, sewers, water meant and other like public works improvements In connection with MINOR IMPROVEMENTS and APPROVED SUBDI VISIONS PM - Subdivision Improvement Permit — Clan I I I Minor Improvement Permit Clan IV LOCATION OWNSTRUCTION f ,LQiF y' t51►aor .deny nr Oa,enptign of LDUhOnI - SR t 'f " PURP NSTRUC ON 7 t� DESCAIPYION OF CONSTRUCTION DIMENSION OF INSTALLATION OR REMOVAL.— ALMA SIZE OF EXCAVATION, IF NEEDED Sketch (attach construction plans If appropriate) 'A7Trrc(tj APPROXIMATE TIME riNEN WORK WILL BEGIN. APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST 3 (indUding removal of all oblttuotion, materials, and debris, bidefillln®, cam pl:tion and Placing parrnplent resurfeeing andfor rtiplacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: '"der"nith, d0"d a"e'eeve rho City, lu wthOrlead ocame, dfficen, nOrMantotivrls and omplovoos. hermlew from and pewit env was oN tal Pwt*, liabuities or lea resulting tram civil", or court action end ■riving .out or env. weident, lore or damage to pereone or prepeieY h000mim or omurring as a proximato result of env wash unda,twton urptr rho permit granted pursuant to this opollutlah, Nmlfr dry Admin"s"'lno Authority at 4691 eweMVlour 1241 houre In sevanew of the Time vMen work will be nsmod. COntplr arith an appli,able Carp Ordineneae, the terms and conditions of the pe n end all a00119ablo rules end resulotion, of tho Chv of u Quints and to taer fb env additional repletefnant noeaewy as the mlluls is wank, G/LAil,��dA� Signature of Applicant err Agent Name o-� f gppf,pn` (Please print) �1 & .M��j jpr Business Address Telephone No. Name Of ContrileWr and Job Foreman Businea Address Telephone No. �a Corrtretxore Lioerta No. City Business License No. 00 3 11,(7 Applicant's InsurenosCompany 6EN. C,IA6l61Ty Policy Number 7 FEES: Subdivision Imomament Permit —Class III PtlbliC imprOwmgnts: 3% of estimated construction costs PNtcte Impnovemants: 3% of estimated construction costs Minor lrn rovement Permit —Class IV: See attached schedule Inspection Fee g Z51 r Permit Fee o�'� Penalty Cash Deposit•Surety Bo d required requireI ll 0k) A. TOTAL. 3 4I4 Re4iot No. A Received by Recorded by Date -- PERMIT VALIDATION PERMIT NO. DATE APPROVED EXPIRATION DATE 0 0 DATE ISSUED Br Administrative Authority rELEPRONE. f619) 777.-"75 r 4gCY1lv"� MRR.15.19999 ?5RM •, r +.;, N0:442 0:4 - EXHI$IT ,. CONTRACT PRICE, AND PAYMENT,-SCHEI)ULC•- CODE: ` E 01*0103TRADE: :WATER INSTALLATION/SEWER INSTALLATION PROJECT NAME:., <DESE'RT PRIDIE ;` , TRACT 9!: 23995>4 LOTS: • THROUGH PHASE 4 t , �. WATER UANTITi DESCRIPTION, -1) IT COST TOTAL 8"c DIP L 15,00 f?T : • $,17,550.00 , r I10 6„ DIP `. 15.00 FT a „4 $1,650,00 x 8" TEE 400.00 FT '. '$400.00 , 4 R 8„ :X 6".TEE I300.00 FT $ T,200.00 6. ' ' 8" MJ X FLG ADPTS ` 300,00 EA' ~• $1,800.00 8" GATE VALVES 800.00 EA` $21400.00 4 6'• GATE VALVES - 700.00 EA $Z.800.00 4 6" FIRE HYDRANTS (WET,l3ARRf l.)2,400.00 EA ? $9,G00.00` 2 4" GATE VALVES t , 60U.00 f:A' $I,200.00 Z 8" .X 4" REDUCERS _ _ 300:00 EA $600.00 2 4" 13LO W OFF _ " .. 500.00 EA $1,000:0 `Z6 _ t'. SERV lCC ; . • , . 350.00 EA 19,100.00 , I I V I/2'"SERVICE = I,000:00 EA $1,000.00 PRESSURE TEST-, 500.00 $500.00 CHLORINATION' 500.00 " $500,00 .. $51,300.00 SEWER 16.60 . FT $16,256.,00 26 411"1-ATERALS 350.00, F..A. . $9,1 D0.00 4N" MANI10L.1N ' � , .1fifH},11(I°liA , �= `16'll00.00 ti" C LLAN-UUTSt, 750.UU GA Alit TEST � $1c5.00.0U ; 7000'. J6T AND V917E0 $700.00 1080.00, $1,080.00 538,036.00 • j Paymertt Schedule Wat;r liixlttll 95%0 (IIlow,01111 i r' j �,US�io•ItCICtltiUli • Sewer install 9S% Upon Cv,nplc00n Y 05% Retention: « "!'LEASE ItEMEMI3&;14TO MIA, ALI, OPTIONS SEI'ARATF.I,Y AT 100'%, 'F � UPON COMPLETION •,' .. . r OPTION Additional work Gonrn,ajor plan cNAngcs will be negoti trJ but will not'in any event exceed $20.00 per hour (maximum) for extra work. Prices good for any and all units released for construction by 6/30/99. ' All invoices must 6e submilled in formas specified irr Exhibit "_B"* t t yy , t INCO HOMES RI' TION. ,®,H: S'i'ASI•II, INC: INITIAL a , INITIAI, �tl% GDATED:^DATED:-�L� - y "' MHR:15.1�99 9 2oHM �. NQ.442 P.5 EXHIBIT "Cn CONTRACT PRICE AND PAYMENT SCHEDULE CObE:. 0102/0103 - TRADE:- WATER INSTALLATIONISEWER,INSTALLATION . - PROJECT NAME: DESERT PRIDE TRACT N: 23995-5 . .. . LOTS: THIROUGFI PHASE 5 UANTIT3C DESCRJ PTIOI! UNIT COST TOTAL 774' 8' DIP'I5.00 FT $1 1,610.00 90 6' DIP ; 1.5.00 rT` $1,350,00 ., ' I : 811X8" TEE 400.00 EA-' $400.00 2. 8"X67TEE 300.00 EA $600.00 . 4 87 Ml X FLG ADPTS 300.00 I,A . - _ ,',$ I,200T0. . 3 8" GATE VALVES 860.00, EA' $2-,400.00 ` 3 6" GATE VALVES' 7.00.00 EA $2,100.00 3 6" FIRE HYDRANTS'(WET BARR,EL)2,400.00EA . $7;200,00 ` I 8" 45 DEG BENDS. 350.00 EA $350,00 4 8" X 6" REDUCER 350.00'`EA $350.00 ,., 20 I:";SERVICES 350.00 1rA :' $7,000.00" " PRESSURE TEST 500.00 - .. $500.00 CHLORINATI©N' 500.00 5$ 00.00° S35,560:00 ` • SEAR 758" � - ' 8" VCP 16:00 FT . ; $1>2,128:00 20 4" LATERALS 350.00 EA $7,000.00 4 48" MANHOLES ° 1`1600;00EA, ` $6,400.00 6" CLEAN'OUT$,, 750.00 EA $750.00 A(R TEST 500.00 $500.00 , MOVE IN . '100.00 '_ 1 000.oU Payment Schedule: $28, 858.00 " PLEASE REMEMBER TO BILL ALL OPTIONS SEPARATELY.AT 100% UPON COMPLETION Additional work .6major plaii changes will be negotiated but will not in any event exceed $20.00 hour (maximum) for.extra work.. per Prices good for'any and 411.6nits released for,, construction by 6i30/99. All invoices: must be submitted in proper.form as specified in Exhibit'`B": INCO HOME ORP01 ATION. D N-..STASHI`,:INC. INITIAL INITIAL DATED: OATEn '' l i MRR.16.1999 9 26RM� ;. S NO.442 P.6 y EXHIBIT "C» CONTRACT,, PRICE AND PAYMENT. SCHEDULE y V f ... r •fir' i - , .CODE: 145/101 • , � ,', •. , ' TRADE: PAVING/CURB/GUTTER" ` PROJECT NANIE: DESERT PRIDE TRACT #. 23995-4 "'; r, .. 4 • ` . ` { . ' LOTS: 'ALL PHAS_ E 4 *. UNIT PRICE QUANTITIES TO BE VERIFIED BY THE SUP-RINTENDENT. ' - Description` t- Ouantitr- Unit Price Total Peicc PAVING 0105 .+- ►. ONSITE PAVING,;, t u ' ' 42,393,0 SF 1,040 $ $44,088.72: FINE GRADE FOR`BASE • 42,392.OSF rV, + . `^ ' } INSTALL 3" AC14:5" AB •' 42 3,92,0SF ' MOBILIZATION/DEMOBILIZATION 42;3WAS F;, ..9 STREET. -SIGN -STOP SIGNS • ,:$44,08.8.72 LL • • ON SITE CONCRETE 1.0 LS �'• �i. ;; r . .`6„ CURB & GUTTER S 2,301.01LF, h' 8:000 4"THICK SIDEWALK 10,352.0SF , 1:700 $17,598,40 , CROSS GUTTER &'SPANDREL •V 1,359.0 SF-- 4.800 5 ; $6,523.20 . HANDICAP RAMP SCORING 3.0 EA,=84.000 $252.00, F: 6"DRIVE'NPPROACHR7{o". `34680SI I.730, `' i $ 999,64 - MOBILIZATION 1�0_LS 1,570. 1570.00 r- ;� ' Payment Schedule:, ' + ' Paviug(0105)" `96,110'Upon Completion,.. ' 10 % Retentions ., Curb!Gutter,,(0101) e, 95% Upon Completion �05%*Reteniio'n r. q +" r PLEASE REMEMBER TO. BILL ALLOPTIONS SEPARATELY. -AT 106% 6PON COMPLETION-, ®PTIONS: Additional work Ftorn major plait changes will' be negotiuled by.Purchasinb Director for,eKira work._ Prices good for;any and all units' rcleased for'conStructioniby GOOD;THRU hfIASE 4. _ r All invoices musl be submitted iit proper form as:specified in L-xhibit"B". � + `` ,• INCO HOME O' ORATION L:.`_ • COOLEY CONSTRUCTION !NITIAL. INITIAL'a y , DATED.-- _y� , - • U- • ; ` .��y .•� i •MAR.16.1399 II 9:27AM 1- NO.442 P. i. 77 nvt. 4V. I )OU, 11 jI AIVI h Elf Mrj uG» . r CONTt►CT. 'IUCE AND PAYMENT_ SCFIEDULE CODE: ._ ' I05lX01 TRADE; 1PAVINGICURD/GUTTER ' PROJECT NAME: IDESERT PRASE ' TRACT ots - Z399S=S - .• • •' • LOTS: r " AI.L PHASE s UNrr PRICE QUAPIMUS TO BE VERUNED BY THE SUPERINTENDENT.. ' Description Quantity UoitPrlce,� Total Price,, ONSITE PAVING , /t ' k- 29,120.0 SF 1.040 S33,196.80 FINE GRADE FOR BASE- :�'- 7 � .29, I20.0 SF ' .-, INSTALL 3".AC/4Xy AB 29.121.0 SF MOBII,IZATIOAUDEMOBILIZATION 1:0 EA .. $33,196.90 cum kavmg pill ON SIMCONCAETH ; 6" CURB & GU'I`flsR' ', 11496.O LF. 6,580- ` , $121749:88 4" THICK SIDEWALK- °` t 0$6.0 Sit 1.670 `' $10,497,62 , . CROSS GUTTER & SPANDREL. 886.0 SF 4.480, $3,969.29 , HANDICAP RAMP SCORING 2.0 EA • . 84,000 $-163.00 6" DRIVE APPROACH. 2,652'0 SF 1.700 - f $4,508.40 MOBILIZATION 1:0 LS 1,510: 0.00 - ., .. 333,463.I S' Payment Schedule: Paving(0105) 90% Upon.Completion ; 10 % Retention ;' �. ` Curb/Gutter (0101) 95%`Upoot Completion' f, OS% Retention . t *PLEASE REMEMBER TO BILY: ALL OPTIONS SEPARATELY AT 100% UPON COWLETI®A_ 1 � Additional work from major plan ehan'S®s will be negotiated by Purchasing Director for extra work. f Prices'good for and all uni, released foi construction by G00D•THRU AHASIr S: • , All invoices' must be submitted in proper.form ais specified in Exhibit "B' . INCOMOMES O TION - T1RUC ON'` s INITIAL' , DATED: Y� DATED: ` MRR.' 16. 1999 • 4 9: 24AM .: A - ti NO.442 'P. 1 ' ' v . . r � •, a. _ r- ?I = • � y • �-+ rt .t 4 i : fi r. *., }',r. - � • k,. w n. •^ •'' ' f y - 3"j� - S' . yh. .. r E� r y 4 i 4,=BLS RKE •'�.. � • _ t_ •' + '•4 f<s 1j {. - ' .`1 w -� , 1 *" •'* r ^, 1 •r J!. +. 1. w�.ycs 4'_ � - DATE: 27 �. •r. PAX NUMBER: ' •TOTAL NOPi4GES'(Irrcluding covey sheet), ,- COMPANY n f ~DESE T°PRIDE- SIMS OFFICE FROM. 00 ALL 'OF THIS PAGES, PLEASE CALL (780) , IF VOU`DO NOT RECEIVE SOON A_ S POSSIBLE. THANK YOU _ Sales Office , $unbroak Lane La.Quinta. CA 4,12253 14 a " , T• ! t FAX (760) 345.085' t ,ar . , . .4 i •� + t' w •Y k � .. �, it a • ' � _ ( f k.. � .t '� i ..k � t ... t w .