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06501 +.iYs;•.a..;Y5.;''y^-'�:eF'r��-,^ ..''�``...'k.,; .:� �:-•ter,:l��w..w.o.�'�-_�,a,,.{,,,: x.:`irF-'-ti_:,a.:'�:"%•.�.s:-..iF� ��-.. � #�.�^�"''� .. - �- L#j! 1 • f i NOTE: h, With'proWr,validation this form constitutes an encroachment permit u� 53440-190 f CITY OF LA QUINTA 'APPLICATION FOR PERMIT PUBLIC, WORKS CONSTRUCTION (ENCROACHMENT) t 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 II I DATE: MaV 21, 1990 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Washinaton StrpPt a (Street address or' Description of Location) gas -ma - PURPOSE OF CONSTRUCTION to install new gSketch (attach construction plans if appropriate) `4�.s see:'sketch T0P214 ` E-5 CUT EARTH r DES6RIPTION OF CONSTRUCTION to install 2164' of 41' x,plastic medium pressure gas main 121E centerline �-of Washington St. beginning 458' S/SPL of SInging Pklm proceeding south DIMENSION OF INSTALLATION OR REMOVAL , SIZE OF EXCAVATION, IF NEEDED P2� APPROXIMATE TIME WHEN WORK WILL BEGIN .��a Stan APPROXIMATE TIME OF COMPLETION z s�a,d asthr 719 14 jGn SEE`�SPE! IkL� CONDITf. NO. Ilr` ESTIMATED CONSTRUCTION COST $ (Including removal of all obstruction, materials, and debris, backfi•lling, com- i 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 La Quinta and. to pay for any 'additional replacement necessary as the result of this work. . Signature of Applicant or Agent Sonthern California Gas On PO Box In RAdlandA. CA 92173 ' 1714m IIS -7747 Name of Applicantt-(please print) Business Address Telephone No. Name of Contractor and Job Foreman Business Address Telephone No. IContractor's License No. City. Business License No. Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit —Class Ill R Public improvements: 3% of estimated construction costs • Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ mcft— Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: $ _ n _ Receipt No. Received by Date Recorded by N2 PERMIT VALIDATION PERMIT NO. OtiSf) DATEAPPROVED 5/21/90 EXPIRATION DATE. 12/31/90 DATE ISSUED 5/21/90 By Administrative Authority TELEPHONE: (619) 564-2246 F, •.Y �� 4 .wea.'i+� i,c: �q.sz ;,S�9.y OSY.a•�we tc4r� r + w��r t� W w..- -. ----------------- — ------- NOTE:.snadW4— NOTE:. IT With pro@?"(validati?p, this form constitutes an encroachment permit 53440-190 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 DATE: Nav 21, 1990 LOCATION OF CONSTRUCTION Washinaton Strent Subdivision Improvement Permit — Class III Minor Improvement Permit Class IV (Street address or Description of Location) PURPOSE OF CONSTRUCTION to install navy gas main_ . s�,-..1, sxetch TOP 21 d , 7E— 5 CUT LARTH DESGAiIPTION OF CONSTRUCTION to install 21TTr o 4" plastic medium pressure gas main 1211; centerY ne of 7-55-nington 5t. beginning 4531 S/S7PL of Singing DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN B /n /On Sketch (attach construction plans if appropriate) PAlm proceeding south ,APPROXIMATE TIME OF COMPLETION 7/9q/90 * SES, SPECIAL CONDITION NO. 11 ESTIMATED CONSTRUCTION COST $ (Incl,uding 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 f 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 La Quinta and to pay for any additional replacement necessary as the result of this work. Signature of Applicant or Agent Southern California Gas Co PO Box 3003 Redlands, CA 92373 (7140 335-7742 Name of Applicant (please print) Business Address Telephone No. Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. City Business License No. 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 Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. Received by Recorded by $ -0— $- 0— Date PERMIT VALIDATION PERMIT NO. 0650 DATE APPROVED 5/21/90 EXPIRATION DATE 12/31/90 DATE ISSUED �5/21/90 By Administrative Authority TELEPHONE: (619) 564-2246 Wk _ � _ • - - +fir • .SJw S 41. 46, * L' { + � t -�• ,. + , k- r 1 i � .. - •" v.. } . F• -,..c-' f. .a.S.F -'� � � 53440-190 NOTE: With proper validation this form constitutes an CITY OF LA QUINTA encroachment permit 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 II _.._..__ DATE: 5-14-90 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Washington St - (Street address or Dewiption of Location) PU�p�S Q ONSTRUCTION To install new ass main Sketch (attach construction plans if appropriate) SEE E CH - -- -- TGP 214, E-5 CUT EARTH DE RIPTION OF CONSTRUCTION To install 2164' of 4" plastic medium pressure gas main 12' E/centerline of Washington St. beginning 45B, b/SPL of Singing Palm Dr., proceeding south. DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN 5-29-90 APPROXIMATE TIME OF COMPLETION 8-29-90 ESTIMATED CONSTRUCTION COST $ (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, lou or damage to persons or property happenirq 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 canditionsok the permit and all appticable rules and regulations of the City of La Quints and to pay for any additional replacement necessary as 7��M work: SNYDER DISTRIBUTION SUPERVISOR. ' 0 1 - Sigrtatun f Applicant or Agent. ,. S_OUTHERN CALIFORNIA "GAS "C _ + P -'0 _ BOY inn TzPnT.Ammq r ('A 92-m (7 14) .335-7742 Name of Applicant (please print) .:. :. Business Address Telephone No. Name of Contractor and .bb Foremen Business Address Telephone No. Contractor's License No. City Busineu License No. Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit —Class 111 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 Nnalty Cash Deposit -Surety Bond if required TOTAL: S Receipt No. Received by Date PERMIT VALIDATION PERMIT NO. DATE APPROVED EXPIRATION DATE DATE ISSUED By Recorded by — I TELEPHONE: (619) 564-2246 Administrative Authority 78-105 CALLE ESTADO - LA QUINTA, CALIFORNIA 92253 (619) 564-2246 August 14, 1990 Southern California Gas Co. P.O. Box 3003 Redlands, CA Re: Encroachment Permit No. .0650 Attn: John Black. Gentlemen: The City of La Quinta. hereby grants Southern California Gas Company'a time extension for encroachment permit# 0650. The new expiration date will be August.24, 1990. Please notify. the City.24 hours in advance of the time when .work will start. If,you have any further.questions please don't hesitate to contact. me. very truly yours, Sharon Harris Engineering Aide cc; Michael Hudson,'Public Works Inspector. Encroachment permit -- .... a .-. Buena Engineers, Inc. AN EARTH SYSTEMS, INC. COMPANY 79-811 B COUNTRY CLUB DRIVE BERMUDA DUNES, CALIFORNIA 92201 PHONE (619) 345-1588 FAX (619) 345-7315 December 27, 1990 Southern California Gas Company 1981 West Lugonia Avenue Redlands, California 92373-0306 Attention: Theresa Project Lake La Quinta P.O. # 53440190-ZA La Quinta, California JAN 2 4 P9W CITY OF LA QUANTA 137-2602-P 10 90-12-859 Subject: Report of Field Densities Gasline Trench Backfill Submitted herewith .are the results of the compaction tests performed from August 6,��1990 through October 15, 1990. Compaction tests were performed in accordance with ASTM D 2922-81 Method A or B and ASTM D 3017-88 Nuclear Density Test Procedure. Maximum Density Tests were performed in accordance with ASTM D 1557-78 Method A or C. The scope of our services consisted of compaction tests on the gas trench backfill. Respectfully submitted, BUENA ENGINEERS, INC. Wsreportpresentsonly random mstre-sults-, Indicated, which may notbe representative of. the entire project. No engineering review of the project has been performed, nor has any Wesely Arita engineeringintaMtadon been made of the test results. No reliance Senior Technician onthesere'su'tsunt fsuch7reviewhasbeenmadein _ , . ..... `$hottldbepdaced. , :.. 1� �►riting by g q .6' g' ine'eiWA/ckh �-q ; HD/Field St" t'ernerits " 4 - Southern California Gas Company. . 1 - VTA File BERMUDA DUNES BEAUMONT BAKERSFIELD LANCASTER VENTURA. (619) 345-1588 (714) 845-9883 ( 805) 327-5150 (805) 948-7538 (805) 642-6727 REPORT OF RELATIVE COMPACTIONS JOB NAME: Lake La Quinta JOB NO: B7 -2602-P10 LOCATION: La Quinta, California REPORT NO: 90-12-859 Test No. Date Tested Description Elevation %Moisture DryDensity Relative Maximum In Place In Place Compaction Density Gas Line Backfill r Via Marquessa 1 08-06-90. Station No. 2+86 1.5 BSG, 13.0 102.3 91 112.9 Caleo Bay 2 08-06-90 Station No. 21+00 1:5 BSG ,10.9. 99:3 9.1 109.2 3' 08-06-90" Station No. 13+00 1.5 BSG 14.7 101.2 90.. 109.2 4. 08-06-90., Station No. 27+50 1..5 BSG 19.0 83.3 77' 107.6 Avenue 47 5 08-06-90 Station No. 11+50 1.5 BSG 13.1 103.1 91 109.2 6 08-06-9.0 Station:.:No. 18+00 1.5 BSG' 11.3 102.3. 90 .109.2 Caleo Bay 7 08-08-90 Retest #4. 1.5 BSG 7.9 97.6, 91 107.6 • Via Orvieto 8 '08-08-90' Per Plan 1.5 BSG 11.6 98.0 90 109.2 Dulce Del Mar 9 08-08-90'- Per Plan 1.5 BSG 9.2 102.1 93 109.2 Washington Street. 10 08-08-90 Per Plan 1.5 BSG 9.9 104.3 96 109:2 Via Lorca . 11 08-08-90 Per Plan 1.5 BSG 8.6 97.9 90 109.2 - Ravena 12- 08-17-90, Per Plan 1.0 BSG 18.8 97.8 90 109.2 Via 'Antibes' 13 08-17-90 Per Plan 1.0 BSG 8.4 106.0 97 109.2 Via ,Soud 1.4 08-17-90 . Per Plan 1.0 BSG 8.6 105.4 97 10.9.2 Via Antibes 15 08-17-90 Per Plan 1.0 BSG 9.3 104.2 95 109.2 Via Koron 16 08-17-90 Per Plan 1.0 BSG 8.9 103.9 95 109.2 Via Cordova 17 08-17-90 Per Plane 1.0 BSG 8.7 105.2 96 109.2 Dulce Del Mar 18 08-17-90 Per Plan 1:0 BSG 9.1 102.6 94 109.2 BSG = Below Subgrade Failing Test DATE: December 27, 1990 BUENA ENGINEERS, INC. .REPORT '.OF .RELATIVE COMPACTIONS . JOB NAME: Lake La Quinta JOBNO: B7 -2602-P10 LOCATION: La.Quinta, California REPORT NO: 90-12-859. Test No. Date Tested Description Elevation' %Moisture Dry Density Relative Maximum In Place In Place Compaction Density Gasline Via Firenze 19. 10-10-90.. Per Plan 1.0 BSG 10:5 99.3 91 109.2 20 10-10-90' Per Plan 1.0 BSG 13.4 104.4 93 112.9 Via Florence 21 10-10=90 Per. Plan 1.0 BSG 10.6 106.6 94 112.9 Via Montana . 22 10-10-90 Per Plan 1.O BSG,. 11.4. 108.4 9.6 109.2` 28.' 10-10-90 . Per Plan 1.0.: BSG 9.4 107.7 95 112.9 Via Nice 24 10-10-90 Per Plan. 1.0 BSG 14:0`°� 99.8 91 109.2 25 10-10-90 •Per. Plan 1.0 BSG 10.8 98.5 90 -.109.2 Via Florence 26. 10-10-90 Per Plan I -.OBSG 16.4 106.2 94 112.9 J Via Jardin . 27 10-10-90 Per Plan 1.0 BSG 9.5 100.4 92 109.2 Via Montego " 28 10-10-90 Per Plan 1.0 BSG'- 10.6 109.6 97 112.9 29 10-10-90 Per Plan 1.0 BSG 7.0 102.7 91 112.9 Via Trieste 30 10-15-90. .Per Plan 1.0 BSG 10:9 101.4 93 109.2 31 10-15-90 Per Plan 1.0 BSG 9.0 '103.6 95 109.2 .32 10-15-90 Per Plan 1.0 BSG6:7 101.3 93 109.2 33 . 10-15-90 Per Plan 1.0 -BSG 6.6 .104.5 96 109.2 Via Montessa Y 34 . 10-15-90 Per .Plan • 1.0 BSG 9.7 100.6 92 109.2 35 .10-15-90 . Per Plan 1.0BSG 8.6 1,02. 1. 94 109.2 Dulce Del Mar 36 10-15-90 Per Plan 1.0 BSG 12.8 -103.1 95. 109.2 37 10-15-90 Per. Plan 1.0 BSG .10.2 103.9 95 109.2 38 10-15-90 Per Plan . 1.0 BSG 7.2 103.4. 95 109.2 BSG = Below Subgrade ..k DATE: December.27, 199.0 WEEK Il ll _., f ; o -- 47TH _ _ AVENUE = o , ' NOT 144 143 !42 I 174 160 111 PART `, % I c 1 146 140 I t 1_m ti 70 161 156 147 136f. x 137 sae 139 oa 1� 162 158 148 0 o 177Q I ' J 168 163 154 !49 135 im 13 132 I 178 157 164 153 jw A SSV 131 x I � o PROPOSED 17s' 166 1� � 152 151 127 128 '. ;' 'PROPOSED.�.��. MUTI—FAMILY--- x . ` COMMERCIAL y oUL of 1zs° _ . i 1 . 180 189 181 188 190 � s� ise . zoo 201 202 _ W 1j , 10 ,. PROP.. \ . 183 185 197 zo3 212 ? zi4 LLJ1i s:;s 184 185 ss3 cr ' .I REC . 204 w 211 215 izs Ij l I AREA. - :. \ _� 194 L95 196 7 210 216 124 I w . 209 217 QD z cn 3 -- AK E 207 = 218 x cn C 273 271 / r a4 253 274 Q 252. ry2121 275 z 270 255 ti 25i t 237 220 i120 APPROXIMATE = APPROXIMATE LOCATION OF TEST 275 2m 256 ~ 23e 236 , , T O 239 221 U 119 I 268 I 257 23� I r PROP., 277 267 258 249 Zoo 23• / 222 11B c �'. 278 / 241 223 117 , m COMM. I ' 266 2 248 V20 247. ' 242 J 224 116 , " a PROPOS ED y t • Y , • i � r WEEK Il ll _., f ; o -- 47TH _ _ AVENUE = o , ' NOT 144 143 !42 I 174 160 111 PART `, % I c 1 146 140 I t 1_m ti 70 161 156 147 136f. x 137 sae 139 oa 1� 162 158 148 0 o 177Q I ' J 168 163 154 !49 135 im 13 132 I 178 157 164 153 jw A SSV 131 x I � o PROPOSED 17s' 166 1� � 152 151 127 128 '. ;' 'PROPOSED.�.��. MUTI—FAMILY--- x . ` COMMERCIAL y oUL of 1zs° _ . i 1 . 180 189 181 188 190 � s� ise . zoo 201 202 _ W 1j , 10 ,. PROP.. \ . 183 185 197 zo3 212 ? zi4 LLJ1i s:;s 184 185 ss3 cr ' .I REC . 204 w 211 215 izs Ij l I AREA. - :. \ _� 194 L95 196 7 210 216 124 I w . 209 217 QD z cn 3 -- AK E 207 = 218 x cn C 273 271 / r a4 253 274 Q 252. ry2121 275 z 270 255 ti 25i t 237 220 i120 APPROXIMATE = APPROXIMATE LOCATION OF TEST 275 2m 256 ~ 23e 236 , , T O 239 221 U 119 I 268 I 257 23� I r PROP., 277 267 258 249 Zoo 23• / 222 11B c �'. 278 / 241 223 117 , m COMM. I ' 266 2 248 V20 247. ' 242 J 224 116 , " a PROPOS ED ■ LAKE LA QUINTA LA QUINTA, Q- ,53 ■ �^ The following GeneralandSpecial Provisions are attached to and made a part.of Permit No. 0650 "r GENERAL PROVISIONS "The following shall always apply: " ENCROACHM?NT ON PRIVATE PROPERTY: This permit authorizes work to be aecomplished within City of La Quinta right of way i, _ ONLY. Whenever construction extends within private property, it shall be the responsibility of the permittee (or his contractors) to - r secure permission from abutting property owners' Such authorization must be secured by the permittee prior to starting work. "TRACKLAYINGCONSTRUCTION EQUIPMENT:, Cleated tracklayingconstruction equipmentshall not bepermitted tooperate onany ' ! paved surface unless fitted withsmooth-facedstreet pads. All mechanical outriggers shall befitted with rubber streetshoes toprotect 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 y „- •,' �; Engineer or La Quinta City Pub lic Works lnspectors. Suitable detours and detour signs shall be placed and maintained for theduration of the project.;The City shall be notified 24 Hrs. in advance of any traffic detoursor delineations. ^t 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 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 s 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.:.. • r . > 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 closed. A minimum of one lane of traffic shall be maintained at all times to provide limited " -be 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 Ar • any length of time, permittee shall contact this'office to obtain the necessary permission. • y . _ t`t,� SPECIAL PROVISIONS k. • The follwing shall apply ONLY when indicated s ' M1 R1 OTIFICATIOW Permittee shall not 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 . R3 UTILITY CLEARANCE:(Substructures) Prior to making anjexcavationwithin the City ofLaQuinta right ofway 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. ` r R4 TILITY 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 r ' surfaced with inches of A.C. paving placed on inchesof class aggregate subbase course - °� havingan'•R"valueofnot les'sthanand in conformance with City of La Quinta Road Improvement Standards and Specifications, Ordinance 6461. E: + PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of r I 1/4 inch to one foot (1'). - R7GRADES & STAKES: City of La Quinta shall establish grades and. stakes for the ^proposed concrete curb and gutter ` construction. f CRB� RADE CHECKING, City of La Quinta shall check gradesupon receipt of plan and pFofile and/or grades as established by � a licensed engineer. • ' ' - - " ,�1 ^ X. 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 #207. r •> k: t p.• -R10 DRIVEWAYS, A.C.: Driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the = 'r property line and the existing road paving shall be -2-1 /2 inches of A.C. paving placed on (-") of class I I aggregate base. Driveway construction shall conform to attached drawing. ' • 5 R11 CULVERTS: A ` inch diameter (- )culvert shall be installedwith the invert approximately 1-1 /2 inches below and in line with the existing flow line. Culvert installation'shall conform to the attached drawing. IGHT CLEARANCE: Sight clearance of 600 feet in either direction shall be assured and maintained. OIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall comply with the manu`facturer'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 S, •� d itv of La Quinta forces to preclude delinterference with State or City of La Quinta projects. ay or a ..' s R15 : 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 �^ H' be notified upon completion of replacement of all survey monuments for proper project clearance. R16 SI 'MONUMENTS: Prior to excavation or beginning of cons! n, all survey monuments shall be tied out by City of , uuinta and suitable payment or guarantee of payment sh_.. __ 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 orrected. R18 PAVEMENT CUTTING: Pavement shall be saw cut prior to removal. Prior to fi?tal paving operations, any dapage to j pavement straight edge shall be corrected. 19 LIMIT OF EXCAVATIONS: Excavations shall be limited to 1.000linealfeetof 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 material is actually on the work site. �20 BACKFILL MATERIAL: Backfill shall be free of brush, roots or otherorganic substance detrimentalto its use for purposes of producing an adequately consolidated backfill. Any material which the City of La Quinta deems unsuitable (spongyor 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. R22 ,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 offive-fool (5') fifts where trenches are of excessive depths. Care istobe 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. R23 COMPACTION TESTS: If so required bythe inspector, compaction tests shall be made at intervals of 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 asoutlined in Section 6.3.01 of the andard Specifications, Division of Highways, State of California, dated January 1973. R24 CO PACTION TESTS: If so required by the inspector, compaction tests shall be made for each crossing or service line. e (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 asoutlined in Section 6.3.01 ofthe 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 ter a maximum of 3,000 lineal feet of trench has been excavated and backfill operations completed, but in no case shall / th placement of the temporary pavement exceed a five (5) day limit. ! � R26 P MANENT PAVEMENT REPAIR: After backfill and compaction operations have been completed, a temporary patch 1\nsisting 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. 1! , .' R27 PAVEMENT REPAIR: F.A.S.:Upon compl'ejionofbackfill and co paction,atemporarypatchconsistingoftwoinches(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. 828 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 asspecified 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 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 tothe 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 sectionswhich can be handled safelywithout interferenceor 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 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 toa 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 the satisfaction of the City Public Works Inspector. e. Abutting property owners shall be contacted, in all instances, prior to trimming or topping trees. 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. SPECIAL CONDITIONS --PERMIT NO. 0650 The following conditions shall be met.to the satisfaction of the '- 'City Engineer: r10. 1. Street'closures shall'not'be allowed'•,at any time. , 2. Streets shall be keptclean. They .shall be be completely cleaned -at the end'of the working day and more frequently if J required. 3. Contractor shall comply with the locaT�noise ordinance,and construction operations and -maintenance- of,•equipment within one half,,mile of human occupancy'.shall.`be performed .only during the time periods as follows: ; October 1st to April 30: Monday-Friday:.7:OOa.m.'-5:30p.m. • Saturday.8.:OOa.m.-5:00P.m. -• May 1st to September 30:• Monday -Friday 6:OOa.m..-_7:OOp.m:.' Saturday-8:.00a.m.-ScOOp.m. Work.shall be prohibited'.•anytime on Sunday and Federal -holidays.. 4. -,;.Advance warning signs'and•traffic control shall be'installed-• and maintained in accordance with'Cal.Trans•Standards'and. sub 'ect `to' the a 3�approval-of the City Engineer'. ..,; 5.' Two lanes of traffic on paved surface shall remain open on, Washington` .Street, .at' all..times . Temporary pavement shall' ,• be placed following each working day. -Traffic 'control shall be'as'per.Cal-Trans Traffic Manual. Field, adjustments in 'detouring shalh.be accomplished as directed in order•to adjust". ,to actual.field conditions. It shall be;the contractor's responsibility=•to adequately barricade and detour this site. }, Flagmen shall .be required at. all times --during work on. Washington Street.. A Traffic control".plan shall -be- submitted Prior to commencing; construction ' for the' approval., by ,the City Engineer. _ •. .6.- All backfill subgrade soil shall be compacted to nothing less than,90% relative'dry:density,•all backfill soil within the top 2' of finish pavement -surface -shall -be -compacted to , nothing less than 95o.relative.dry':density, all base material ' shall be .compacted` to: nothing less than 95% relative.'dry aF .. density. " - _ • y� Z.Permanent rep'lacment pavement • shall be 4 1/2" * AC ' over 8" Class ,t.^ II aggregate. base.; �r 8. , •Permittee shall notify the- City at' 564'-2246 :at least 24 'hour's ' ^ in advance -of starting construction. } =s 9 . If•= work is , to •be performed,by others than those of the utility company, the contracting company will be required to apply for an,additional encroachment permit' and payd,the ~ 4. appropriate fee. . V SPECIAL CONDITIONS - PERMIT NO. 0650 SOUTHERN_ CALIFORNIA GAS CO. PAGE 2 10. Traffic signal facilities including detector loops and conductors at Highland Palms' shall be-protected and.shall remain' in full operation at all times. 11. The City is proceeding with the Washington Street widening. project in the permit area. The Permittee shall work- cooperatively with the .City and its Contractor- within the. area. All permitted work shall be completed not later than July 29, 1990. own TO news *INTO WIN YOF -- - - - - I I I - - - - -- - - - - I . � I . I . . I I I I I I I I � I - I I I I � � � I I . � � I � . I I I . . � I I I I . � . I I � � I I I . I I I . � I I I . I I I . . . I � I � I I � � 1. I � I � I . I I � I � I I I I I I . � . I I I I � I . . I � I . � I I I � I I I � I . 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