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1280.. i• .ff �:1,"�i. �'lr4 sed C. � 7. _ ',With proper validation /aV—l_ this`'"form constitutes'an '.� ," encroachment permit CITY OF LA QUINTA APPLICATION FOR PERMIT , PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the •construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit— Class III DATE: November 5, 1991 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION 78950 Hwy`. 111, La Quinta, .CA 92253 (Street address or Description of Location) ' r PURPOSE OF CONSTRUCTION New Wal—Mart Stere Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION Site grading, R{t0 Per Approved•..Plans. ' _utilities. paving, landR�anint See Attached -,Conditions. I DIMENSION OF INSTALLATION OR REMOVAL r l , SIZE OF EXCAVATION, IF NEEDED 00518.. i0 5538 11-i..-91 14 10 .-.CASH i T_ OT4L A ` 11075.52 . APPROXIMATE TIME WHEN WORK WILL BEGIN 11/11191 r� APPROXI.�4,ATE TIME OF COMPLETION av 1999 r. •. ESTIMATED CONSTRUCTION COST $ 1 X910; 000 - r (Including removal of all obstruction, materials, and debris, backfilling, com �, , +•' y paction and placirig' permanen% 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 Y'r penalties, liabilities or loss resulting, -from claims or court action and arising out of any accident, lossordamage 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, thetterms and conditions of the permit and all applicable rules and regulations of the City of ', La Quinta and to y p ywork. pay for an additional replacement necessar as the result of is � •�' ' ) •rt '; ti ' .. - � �//% ���C� N/ MSC � � �d'.� Signature Y of Applicant or Agent _ Wal—Mart t 701 S Walton Blvd Bentonville AR 727 6 (50 ) 273-8380 Name of Applicant (please print) Business Address Telephone No. ` Day Construction Co. (Bob Wilson) 18448 Ward Fountain Valley, CA (714) 963-0971 Name of Contractor'and •Job Foreman Business Address Telephone No. 610643 .: a Contractor's License No. • City Business License No?' r; r Frank B. Hall Co. (714) 641-8355 CL.S007774; Exp. 7/1•/92 t. " Applicant's Insurance Company t, Policy Number FEES: Subdivision Improvement Permit — Class III Public improvements:. 3% of estimated construction costs Private improvements: 3% of estimated construction costs 12.80"" O� 1,.. I Minor Improvement Permit —Class IV: See attached schedule � f Inspection Fee Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: 11,, 075.50 $ 11,075.50 Receipt No. Received by Date Recorded by R PERMIT VALIDATION PERMIT NO. 1280 DATE APPROVED 1.115191 EXPIRATION DATE s 5/29/9$ DATE ISSUED "- " C1 By A It' AA Administrative Authority TELEPHONE: (619) 564-2246 I --------------------------------------- 4 11/05/91 12:58 7149636351 DAY CONSTRUCTION CO PAGE 02 -SENT BY;Xl Te l ecopier 7020 ;11— 5-91 :12: oepm .--.,e_ 5645617 9148636351: NOTRI With f; mil vaUd,tgon thh form OOrnlltUtY an .noraall womtt 91TY OF LA OUINTA APPLICATION FOR PERMIT Fil WORKS COWR=lc)N iffNCROAQmmENT1 For the conetnlotlen of pulllo or Prhrete 0utbe, drlrew&Yl, Perementk ddewelke, perklnO toy, eetren, Vrater mein• and other Uke pull +rrarkl Improwtn l In 061109tlon WItS MINOR IMPROVEMENTS oral APPROVED SURDIVIB1OAIC is. hC DATB 1C LOCATION OP CON9TRW17TI@N 8ubdlYhlon lenprovetpant po,tnh — ll UI 11_wsw� .� Mleor Impro"ft rtt ill qaq IV all- Ittstett Aft" rx 0•••rmden a+ I,entleel .)( PURPOBR 0 'eONITAIXTION •"..�� $k— a letie� OonatruCttOn Il if •Ppyall X 01segI 7 QN OP CONOT RUCTION DiMIrJIiBION OF i g��TTiR c;r+- �' �,•� � � l c o r-�S NET'AU- ATON OR RIMOVAI. 91211OF RXCAVATION,1F I lDED AFPRQXIPAAT! TIME WHIN ydogg WILL DE41N X APPROXIMATa TIMI Ole OOMPLETl - x ElITIMATSD CONETItucMO N OW 0 D pneluding rsmorel Of eU obetrut thfn, md"i lo, Ind dail bookfllfgn0, cam• petrtlon end plenln0 pgmwr nt mwt4a6UtB end/Ot teplealn4 Improvshm"I In wntddotadon of the gpenl of till permR, the ImpUaent herby eareee too ladalenlh, tlafts,d alto love to alts. Ice •ulknrlud gantk Omani t*44"taeim and afflo y9, i p•rawa, Ilabdtnta• er tnq muhi l exon deltnt,.r •curt aatl•n en1 araLtp out at err laeldent leve o fel hom .ed ae3U�e mQy en4 au Pfpp•nln, o► tw.urrinp u e aroMhneat HIWI of any work und•rtakan und•e the 1+emU! Q�ntW put•uaat p w p1t•OM uP prep•etr f0$tth Al Adminl Audl ee Ion, �piteoflon, tuv�tyda�r ta41 hayro in,Mil of tin ttma *In work w11 1 ea at+re•id. of te" Qhy eentMY rrI1A• alt •p111tab1• thdntaltea (Wo•, 016am• and amndlftem of te0 Binh end All ap,l mese rules am rmmtton• PT La Ai.4ra nut �. Par ter iny t�dIU4 1 noel n/auerr �e �ti e.wa .! thto Werk. 41111f tun of Aflpilam of am, (fib fa Y 73 - � iBa At,°tosaa LVIa a17oN a.l� A� 7 X71 8 O ll of Al ll - ipteetr rstlnti t!u•Ineu ,KMd Job I 1Jill Tal/phQn0lk. Memo of Conten t IllI ' � � � Rldlne•e Attdretl No. conal�aNl Liammo No, X . 14A LL G. %►u) i J I _ Q Ace ' Chy EWinefl Il Na. Icy Number 'SBSt BubdlrhlOA Im at'ermh w ill Pulpa Ifnism" rot $1 of eltlmated unlvuatlan oom Ill Imprommu: 3% of aedatatted eonetruwan cow � 2 hiOEnor I went PernlP! — Cleel IVs E!e atteehed schedule 36 Impootlon Flo _ M(Rllt Fee l T e7% S. ATd &l>MIY VAMTION PERMIT NO. 8 a 02h IbapNIMIuratgl had DATA APPROVED 5�-- q H r9gvired TOTAL: UPIAATION DAT@ —_ S' �i - q I Il No, DATE ISSUED Roomed try Dab E>r FROM: APPLICATION DATE: COACHELLA VALLEY FRINGE -TOED LIZARD SECTION 10A MITIGATION FORM 10 CASH i5TOTALi106-7880.40 1 CITY OF'LA QUINTA APPLICATION.FOR GRADING OR BUILDING PERMIT NUMBER ASSESSOR'S PARCEL NO (S) . 0 17 l ADDRESS (Name of Developer) has Applied for r a building/grading permit affecting _iacres. This proposal will require the payment of $__ 88Oa ¢0 ($600.00 X 313_4- acres). By .f C P(c;� -n Title. We have received mitigation in the amount of $ ($600.00 X acres) in the.form of cash on. from Name of Developer By: " Title .. BJ/FORM.006 9 NOTE: With proper validation this form constitutes an encroachment permit CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) � s 1�Stt�� OF For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit— Class III DATE: November 5, 1991 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION 78950 Hwy. 111, La Quinta, -CA 92253 (Street address or Description of Location) PURPOSE OF CONSTRUCTION - New Wal—Mart ¢tnrp Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION Sitp grayling. giro Per Approved Plans. utilities_ paying landsraning DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN 1 1 111 /91 See Attached Conditions. 005182 10 5538 11-12-91 i 10 CASH i TOTAL 1 11075.52 APPROXIMATE TIME OF COMPLETION _May 1499 ESTIMATED CONSTRUCTION COSTS 1.110 nnn (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 willbestarted. Comply with all applicable City Ordinances, the terms and conditions of the pe mit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the res/ of is work. Signature of Applicant or Agent Wal—Mart 701 S Walton Blvd R n nnvilla AR 7971 (501) 771-9380 Name of Applicant (please print) Business Address Telephone No. Day Construction Co. (Bob Wilson) 18448 Ward Fountain Valley, CA (714) 963-0971 Name of Contractor and Job Foreman Business Address Telephone No. 610643 Contractor's License No. City Business License No. Frank R- Hall Co- (7141 641—R399 CTen07774 Exp- 7/1/99 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit —Class I I I Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ Permit Fee 11,075.50 Penalty Cash Deposit -Surety Bond if required TOTAL: $ 11,075.50 Receipt No. Received by, Recorded by Date PERMIT NO PERMIT VALIDATION 1280 12 8,0 DATE APPROVED I1/5/91 EXPIRATION DATE 5/29/9? DATE I SUE By. Administrative Authority TELEPHONE: (619) 564-2246 The following General and Special Provisions are attached to and made a part. of Permit No. GENERAL PROVISIONS The following shall always apply: ENCROACHMENT 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 shall be the responsibility of the permittee (or his contractors) to 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 on any paved surface unless fitted with smooth -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 operations 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 La Quinta City Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained fortheduration of the project. The City shall be notified 24 Hrs. in advance of any traffic detours or delineations. CARE OF DRAINAGE STRUCTURES: Any drainage structure including 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 afterbackfill 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 OPERATIONS: 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 isfelt bythe permittee that he must close a streetfor any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The follwing shall apply ONLY when indicated: R1 NOTIFICATION`. Permittee shall notify the City at 564-2246 at least 48 hours in advance of starting construction. R2 'CASH DEPOSITS OR BONDS: A cash bond or an approved surety bond in an amount of not less than $ shall be furnished in the name of City of La Quinta to cover all work involved in the restoration of the various La Quinta roads and survey monuments. This bond shall be continuous until cancelled by the City Engineer. This bond must be posted prior to commencement of any work on this project . UTILITY CLEARANCE: (Substructures) Prior to making any excavation 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 bethe sole responsibility of the permittee. 04 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. R5 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with inches of A.C. paving placed on inches of class aggregate subbase course having an "R" value of not less than and in conformancewith City of La Quinta Road Improvement Standards and Specifications, Ordinance 11461. R6 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be gradedto a slope of 1/4 inch to one foot (1'). R7 GRADES & STAKES: City of La Quinta shall establish grades and stakes for the proposed concrete curb and gutter construction. RB GRADE CHECKING: City of La Quinta shall check grades upon receiptofplan and pFofile and/or grades asestablished by a licensed engineer. R9 CURB REMOVAL FOR DRIVEWAYS: A portion of the 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 11207. R10 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 2-1/2 inches of A.C. paving placed on ( ") of class aggregate base. Driveway construction shall conform to attached drawing. R11 CULVERTS: A inch diameter(-) culvert shall be installed with the invert approximately 11- 1 /2 inches below and in line with the existing flow line. Culvert installation shall conform to the attached drawing. ' R12 SIGHT CLEARANCE: Sight clearance of 600 feet in either direction shall be assured and maintained. R13 SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall comply with the manufacturer's specifications. R14 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 j City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. R1 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 be completely tied out so they maybe 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 of replacement of all survey monuments for proper project clearance. on o- R16 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments shall be tied out by City of La Quinta and suitable payment or guarantee of payment shall be made as reimbursement for all work involved. R17 PAVEMENT CUTTING: Pavement will be mechanically 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 of pavement). Excavation material shall be placed in such a position as'to best facilitate the general flow of traffic. Prior to final paving operations, any damage to pavement straight edge shall be corrected. R18 PAVEMENT CUTTING: Pavement shall be saw cut prior to removal. Prior to final paving operations, any damage to pavement straight edge shall be corrected. R19 LIMIT OF EXCAVATIONS: Excavations shall be limited to 1,000 lineal feetof opentrench 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 determinethe 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 D20 material is actually on the work site. 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. R21 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed in lifts of notgreaterthan three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods maybe substituted, but in any case a relative compaction of 95 percent shall be attained within the structural section of the roadway. 22 BACKFILL PLACEMENT: Backfill shall be applied in layers of normore than 50 percent of the total depth of the trench before flooding or a maximum of f ive-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. R2 COMPACTION TESTS: If so required bythe inspector, compaction tests shall be made at intervalsof not more than 1,000 feet and a minimum of one (1) test on each road. 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. R24 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. R25 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 3,000 lineal feet of trench has been,xcavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. R26 PERMANENT PAVEMENT REPAIR: After backfill and compaction operations 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 laterthan days after completion of temporary road repair. R27 PAVEMENT REPAIR: F.A.S.: Upon completion of backfill and compaction, a temporary patch consisting oftwo inches(2") of cold mix paving (SC -800) shall be placed immediately. A permanent patch of three inches (3") of A.C. surfacing shall be placed on six inches (6")concrete base as directed, but not later than fifteen (15) days after completion of temporary paving. Concrete base shall be of five -sack mix and shall conform to the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. R28 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. R29 SEAL ARMOR COAT: A seal coat consisting of an application binder and screenings shall be applied on all patch areas where such seal coats existed prior to issuance of this permit. Seal or armor coats shall be applied as specified in Section 37, Standard Specifications, State of California, Division of Highways, dated January 1973. Work of pavement repair to be accomplished by a licensed contractor engaged in the business of pavement repair. R30 STREET RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon 6i completion of permanent repairs. R31 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 safelywithout 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 removed in sections which can be handled safelywithout 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 asspecified in thefollowing paragraph. Where it 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 times. 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. R32 TREE TRIMMING: a. Only the, necessary trimming shall be accomplished to provide clearance of the facility for one calendar year. All broken or weak sections within the trimming shall be removed. b. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of 500feet at anyone time. Adequate signs, flagmen, and/or barricades shall be provided to protect the traveling public at all times. c. If tree trunks are. partially outside of the City of La Quinta road right of way, permittee shall make his own arrangements with adjoining property owners for consent to the trimming in addition to the authorization provided by this permit. d. All tree trimming on EVERGREEN TREES, PALM TREES, and other ORNAMENTAL TREES shall be accomplished to "I the satisfaction of•the City Public Works Inspector. e.' Abutting property owners shall be contacted, in all instances, prior to trimming or topping trees. i f. Pruning shall, in all instances, be at the shoulder of the crotch to insure even, fast healing in all cuts of two inches (2") and above in size. Sealant shall be applied to all cut sections as directed by the City Public Works Inspector. WAL-MART ENCROACHMENT PERMIT SPECIAL CONDITIONS This Public Works Encroachment permit applies to all on- and off-site improvements excepting buildings. In addition to the customary encroachment permit conditions, the following shall apply: GENERAL • The on- and off-site work shall be completed within twelve months of the date of this permit. • The conduct of the development and the construction of the improvements shall be in compliance with all applicable requirements of the Conditions of Approval and Subdivision Improvement Agreement for Parcel Map 25865. , • Permittee shall: I. Acquire a Caltrans permit for the Hwy. 111/Adams St. traffic signal and another for the water and sewer crossings on Highway 111. 2. Acquire a CVWD permit for the lining of the CVWD storm channel. 3. Provide labor and materials security for construction of improvements not already secured. by Transpacific Development Corp. Labor and material security is in the amount of 50% of the cost of the secured improvements. The permit/inspection fee is a sliding -scale percentage of the full cost of the proposed improvements excepting those not primarily inspected by the Public Works Department. Improvement Grading Storm Drain On-site Paving Perimeter Landscaping Adams Street Improvements Storm Channel Lining Traffic Signal (Adams & Hwy 111) Walmatt Permit Conditions Labor & Material Securitv N/A N/A N/A N/A $77,500 53,500 40.834 Permit Fee Basis $74,250 89,780 289,950 48,572 155,000 N/A N/A Totals: $171,834 $657,552 Page 1 of 2 CONSTRUCTION OPERATIONS 1. Prior to the start of construction, permittee shall submit an erosion` control plan for approval by the City Engineer. The plan shall detail proposed temporary control measures during construction as well as permanent erosion control for areas disturbed during construction but not stabilized by the improvements. 2. Permittee. shall notify the city at least 24 hours in advance of starting construction or restarting construction after work stoppages. 3. Construction traffic shall be limited to a single Hwy 111 access point in a. location and configuration as approved by the, City Engineer. Permittee shall furnish, install and maintain stop signs to control construction traffic entering Hwy 111 from the site. Advance warning signs and other traffic control measures shall be installed and maintained in accordance with Caltrans standards and as approved by the City Engineer. 4. Streets shall be thoroughly cleaned at the end of each working day and more frequently if required for traffic and. pedestrian safety or erosion control. 5. All construction activity is subject to the city's noise ordinance. Operations and maintenance of equipment shall be restricted to the following hours: October 1 to April 30: Mon through Fri - 7:00 a.m. to 5:30 p.m. Saturday - 8:00 a.m. to 5:00 May 1 to September 30: Mon through Fri - 6:00 a.m. to 7:00 p.m. Saturday - 8:00 a.m. to 5:00 No construction activity shall occur on legal holidays, including Sundays. 6. At the conclusion of the work, on-site haul .routes and temporary roadways shall be 0 obliterated to prevent ongoing use by unauthorized vehicles. Walmact Permit Conditions Page 2 of 2 N MEMORANDUM TO: Saundra Juhola, Admin. Services Director FROM: Hector Guzman, Engineering Technician DATE: November 23, 1993 SUBJECT: Walmart Erosion Control/Grading Bond ---------------------------------------------------------------------------------------------------------------------- The developer of the subject project provided the City with a Bond (#700-81-22-1344) in the amount of $13,200. The project was completed and the developer has requested the release of the bond. The requirements relating to; erosion control and grading have been satisfied, therefore the bond is no longer required and may be released. Attached for your convenience, is an envelope addressed to the developer. cc: File, Perrm 1-280 File, 25865 Walmart hg .,; AUG -12-'92 WED'16:14 ID:CAL-PAVE TEL NO:7145212556 4698 P01/03 GRADING ASPHALT • PAVING 14700 E. FIRESTONE BLVD., SUITE 119, LA MIRADA, CA 90638 (714) 521-7470 TIME SENT: ' A.M. / •M• ' T0: • FAX NUMBER:(r.,/�� ti%�7 -: 17 COMPANY; ." RE,.' E: NUMBER OF PAGES,(INCLUDING COVER PAGE) F1?OM: xxA*rt,�*a*x*apt**+tax-xk�#*ixxxa*irRRrt,t xxxrrx,s*kwxxa«x***ir*�+x�*vr'*•kw**xx*�xxawaaxaxx�alr MESSAGES / COMMENTS., 'PLEASV NOTIFY (714) 521-7470. IF YOU DO NOT RECEIVE ALL+OF THE PAGES!!! THANK YOU , r T E E L 'Z 869d papu84x3 t l3bouvil joxluoo �t�iY+Brd ., retiV-•. 0 s ..tti16n — AUG -12-'9? WED 16:15 ID:CAL-PAUE TEL N0:7145212556 r . r'r= 19— 1 Z1. — IR2 WED1 6 2 1 Mrar•aaaEr�rENT a. d #698 P02/03 P . 0 :3 ' varmao 0allfornm0r Jno. 77•b64 Country Club Orive suite 260 NATLRIAL DATA J:EVOR�+ etmDOZOMCA02260 AND CEFtTrFZCAmiOPi Corp, Offlee (610) 364.4500 F5x (616) X64 x568 of C011MIANCE REPORTING1 DAU e PROSECT I LOCATIM 111qY 111 and slashinryton St, La QUAntra CONTRACTOR i CAJL. rAVC MAT'ERIAZi TYP1S4 Cl&tis ZZ Aggregate pave FRODUCT'TON LOCATION: Tarmac Cali£ornia, ImOtriaa PI&At SpVCTI'ZCATX0H REQUIRED: Cal'Trama ;;ectle)n Z�L 1,a2 TYPE OF ClaBb II HATURIAL 3/4" Max. PERCENT SIEVE peACD, NT £xZE PAd INO PERCONT AVCRAGE SPEC. rALmSINi PASCING GnADATION LIMITS 311 2" 1.112" 1" 104 200 100 100 10� s/4" 93 D4 94 04 90.100 1/2" 3/$" 1/4" ` 44 51 49 soy 50 35-55 616 #30 20 1� 19. 10-30 ' X100 zv+a G 7 2-9 $aid Equivalent 52 48 49 50 25. CLEAMS VALUE IteapcdtfvIIy Submittod, fornix n P. ger AUG -12—'92 WED 16:15 ID:CAL—PAVE TEL N0:7145212556 . V T-.: ; -- -1a�,+ t. L) FZM. 1 E. 2 1 M A N i=i G E M E N T w . #1698 P03/03 P . 0 2 V Tarmao,0alIfornInj Ino. 77.584 Country Club Ddvo suits 200 petm desert, CA 92260 Cor, Office (619) 360-4S40 AZPIiALT CONCRETE "X" V'ALLIZ LFA�jf{4)3G0-4569 PROJECT N04 0000 DATE t 02-12-92 JOB, ' VIA141IART MIX 0 ADDAMP a HWY 1 i 1 & Washington -wt . , La Quints &OPPL1CM Tarmac California CONTRACTORS CAL PAVE We propose to furnish Caltrans 1/." flax, MEDMI asphalt concrete from INDIO , CA Source . our individual bin or stockpile gradationer and how we intend to combine them to meet tho gradin## specifications erre as f011OWs: GRADATIONi Celtrans January '00 Section 30'2.-02 Aggregates 1 #4 BIH i #3 BIN 1 if 2 axN I !31 f3TN I MV i rAcs u; ,E i�ASE 1 USE IPA$S I Usl; I TOTAL OPER. '0X° VALUE IPASSIUSN 20 ( 21 1 ( 59 I i40 1 RA21GA 314^ i 10 1100 1 20 Ii©a 100 I 100 I 1/2" I 1 0 1 co 1 iG 1100 1 .1. I 100 I S') 1 9G I 5,5,100 318" I 10 i 25 I S 1 94 160 1 100 150 1 04 180-93 f #4 j 1 0 1 1 12 1 3 I 93 1 55 1 59 154-04 1 66 1 1 3 1 1 1 91 146 j $0 ( 44-54 1 49 #16 1 1 #30 ) 0 0 1 4 1 I 3 I 1 0 1 1 I 0 j. a j 0 l 04 j 45 1 30 { 27 j 37 1 27 I I 2232 2S 050 ( � o f l e l i 0 1 27 I 1G 1 IG I I ileo I 1 0 1 1 0 1 l i 12 ( 7 1 7( I 0200 I 1 0 1 I 0 1 I 4 1 0 1 5 1 ..._ ...S_! 3_8_ t,t1X PROPORTIONve TYPE USE LDS BLEND BY a John P. tfel l.yax _ . .... _,..... -. - . SAMPLED BY Oreg T. Gracie Gand 59 2PO4 'PLANT Indigo Aephalt rlant 3/0" 21 9'0is - N 1/.^t" 20 951 3/4-- 0 0 A -R4000 5.2 247 ' IO�IRY00 + TOTA14 5000 R apectfully Submitted, •�d�p �o,��ao� �a�SpnO £ aged pap604x3