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3719
ck , J . NOTE:.- With proper validation ;:,-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 r XX Subdivision Improvement Permit — Class I II DATE:A"*stp 7.2ti2 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Tract No. 30357. Vovattalu View Country Clnb 30400 Jeffersora Street,. La Qninta, Ca:_ &wt sides 4_ Jeffer,aon St, between Ave. 50/52 • (Street address or Description of Location) PURPOSE OF CONSTRUCTION ©ffaite suet= watgkr. atireat Sketch (attach construction plans if appropriate) 1worm s>aents and oerUmter lna rova >kt s DESCRIPTION OF CONSTRUCTION Atlwat watear 08i"t hn^ curb & stu ttetvC.. siide walk t., samba] t vanaint ^nA 1ti-�tug r 1t •A e DIMENSION OF INSTALLATION OR REMOVAL -- Ai�a an►,wexvi 1►1"*% for IMIAUAl ArsiL �!a1r�n�xaa x SU ATZM#= SPECUL COIDITIONS SIZE OF EXCAVATION, IF NEEDED per ply 80"g• APPROXIMATE TIME WHEN WORK WILL BEGIN _ VJ August 7, 2002 APPROXIMATE TIME OF COMPLETION "brar9 1, ZUU3 ESTIMATED CONSTRUCTION COSTS 3,345.713.00' (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: � � ►r, n � 1UU2 �. C�OFLAQUINTA • D. Indemnify, defend, and save the City, its authorized agents, officers, representatives a'nd employees, harmless from an a nst-aFINgpCEpyad aU_:_..._,.... 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 advanc&'df the time when work.w.ill be started. ~ Comply with all applicable City Ordinances, the terms and conditions of the permit and all a�iffplicable rules and regulations of the City of La Quints and to pay for any additional replacement necessary as thejresult ff this work. °>,IeaAil,gent of Rolf .Bros., .Zx<c. •.. whwrw �erw .rr�•• �wa.r ' Name.of Applicant (please print) Business Address TelephonetiNo. Ajoe attached -11s r of contractors Name of Contractor and Job Foreman Business Address Telephone No. See attached list of contractors Contractor's License No. City Business License No. Saxe attached 11st of contractors Applicant's Insurance Company Policy Number. FFFC• ' CIIhrikiiclnn Imnrnimmnnt Onrmir — r`I 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 $100.00. 21,557+� Permit Fee Penalty - Cash Deposit -Surety Bond if required TOTAL:• $' 21,957.00 Receipt No. Received by Date Recorded by 40 3719 PERMIT VALIDATION PERMIT NO. 3719 DATE APPROVED Auguot 7, 2002 AuVet 7, 2003 EXPIRATION DATE Augnet 7, 2002 DATE ISSUED By VILCtor Adminlstra 1vlve Authority r Telephone: (760) 777-7075 -----------c---t--------------------------- --------------------------- NOTE: With proper validation 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 I I I DATE: Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION C=T -3L1 '� YW.-im1 Ul6W eg. N CAL AA 50Abo jj�wP�qon1 . 4 � �i4 g2Ma a.'T &Bs Qr11 e _qp&&r,a1 AID ,012 (Street address or Description of Location) i RPOSE OF CONSTRUCTION DESCRIPTION OF CONSTRUCTION MENSION OF INSTALLATION OR R E OF E AVATION, IF NEEDED 'ROXIMATE TIME WHEN WORK APPROXIMATE TI ESTIMATED CON; (Including removal paction and placing In consideration of Sketch (attach construction plans if appropriate) ZaL'IJ �ZI =•'� � sal■ ris, t �illi er '� l Il ements) PU�W 3M �'9� Off OF twok plicant hereby agrees Nsr ftr Fde 'ZW Indemnify, d nd' a s ve t ie City authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabi it es o I ss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or urrmg 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. 0" B&04[F OxT u. — ( /Signature of Applicant or Agent T0LL sRgT zzes , rw, , je-we --w srr L,AArta. , R7sLs (7�D) Name of Applicant (please print) Business Address Telephone No. Rmap L. r c � _� A94 .sue u015Z1 Name of Contractor and Job Foreman Business Address Telephone No. i' �-f� .Piqua Contractor's License No. City Business License No. Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit —Class III 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 Date Recorded by PERMIT VALIDATION PERMIT NO. DATE APPROVED EXPIRATION DATE DATE ISSUED By Telephone: (760) 777-7.075 Administrative Authority `— N Ila 0 2 29 248.70e 1:0 7 19 2 3 21341: 13 76 S Sisio I Lr, 10 ....... ....... ....... ....... ....... *See Reverse Side For Easy Opening Instructions* `Toll `Bros., inc 3103 PHILMONT AVENUE HUNTINGDON VALLEY, PA 19006 City of La Quinta 78-495 Calle Tampico La Quinta CA 92253 IE 0 IE BY E JE MDS'CONSULTING _ PLANNING, ENGINEERING, SURVEYING IRVINE/LA QUINTA, CA CITY OF LA QUINTA COST ESTIMATE FOR ENCROACHMENT PERMIT TRACT NO. 30357 PREPARED: JULY 25, 2002 ITEM QUANTITY UNIT COST COST PERIMETER IMPROVEMENTS — JEFFERSON STREET, NORTH PROPERTY LINE & AVENUE 50 SAWCUT EXIST. CURB & GUTTER & REMOVE 283 LF 2.00 566" ADJUST G.T.E. MANHOLE TO GRADE 1 EA 400.00 400 ADJUST EXIST. C.V.W.D. VALVE BOX TO GRADE 10 EA 200.00 2.000 ADJUST EXISTING C.V.W.D. METER VAULT TO GRADE 3 EA 5,000.00 15,000 REMOVE EXIST. CONCRETE SPLASH PAD 3 EA 80.00 240 REMOVE EXIST. CONCRETE CROSS GUTTER AND SPANDREL 1,220 SF 0.80 976 RELOCATE OR ADJUST EXIST. G.T.E. PEDESTAL PER G.T.E. DIRECTION 3 EA 500.00 1,500 REMOVE EXIST. CONC. DRIVEWAY APPROACH 536 SF 0.80 429 PROTECT EXIST. LANDSCAPE METER AND BACKFLOW DEVICE IN PLACE 1 EA N/A N/A PROTECT EXIST. CATCH BASIN IN PLACE 5 EA, N/A N/A PROTECT EXIST. AIR & VACUUM RELIEF VALVE & BOX IN PLACE 2 EA N/A N/A REMOVE EXIST. C.V.W.D. IRRIGATION METER #9004 & VALVES & REMOVE & REPLACE PIPING 1 EA 6,000.00 6,000 CONSTRUCT 6' WIDE (4" THICK) MEANDERING , SIDEWALK 37,492 LF 2.50 93,730 CONSTRUCT CONCRETE DRIVEWAY APPROACH.... • . PER RIV. CO. STD. NO. 207 378 SF 3.50 1.323 CONSTRUCT 6" THICK CONCRETE DRIVEWAY 957 SF 3.50 3,350 CONSTRUCT TYPE A-6 CURB PER RIV. CO. STD. NO.200 283 LF 10.00 2,830 CONSTRUCT 4+ WIDE (4" THICK) SIDEWALK ' 745 LF 2.50 1,863 CONSTRUCT 10' WIDE MULTIPURPOSE TRAIL 17,730 SF 1.00 17,730 TOTAL ESTIMATED PERIMETER IMPROVEMENTS 147,936 METER VAULT ADJUSTMENTS METER #9003 RAISE METER VAULT TOP, INSTALL 11'4" LONG STEEL LADDER, AND RAISE 3 VALVE OPERATOR WELLS METER #9004 REMOVE EXISTING METER, RETURN TO C.V.W.D. REMOVE EXISTING METER WELL AND VENT PIPE. INSTALL 12" BLIND FLANGE ON EAST SIDE OF EXISTING 12" GATE VALVE METER #9005 RAISE METER VAULT TOP, INSTALL 12'4" LONG STEEL LADDER, AND RAISE 2 VALVE OPERATOR WELLS. TOTAL ESTIMATED METER IMPROVEMENTS 2,800 1,500 2,700 7,000 • PAGE 1 OF 5 TOLL BROTHERS TRACT NO. 30357 FILE: G:\38206\CEST\LAQENCR.xls MDS CONSULTING PLANNING, ENGINEERING, SURVEYING'" IRVINE%LA QUINTA, C.A SEWER IMPROVEMENTS - AVENUE 50 CONSTRUCT 12" V.C.P. SEWER 60 LF 65.00 3,900 CONSTRUCT 8" V.C.P. SEWER 60 LF 40.00 2,400 TOTAL ESTIMATED SEWER IMPROVEMENTS 6,300 WATER IMPROVEMENTS - JEFFERSON STREET - AVENUE 50 18" DIP WATER MAIN WITH POLYETHYLENE ENCASEMENT 4,146 LF 65.00 269,490 24" DUCTILE IRON BUTTERFLY VALVES, EPDXY LINED & COATED 2 EA 35.00 70 18" DUCTILE IRON BUTTERFLY VALVES, EPOxY LINED & COATED 6 EA 3.500.00 21,000 STANDARD (6"X4"X1-1/2") FIRE HYDRANT ASSEMBLY, WET BARREL (WB) W/BLUE RETRO-REFLECTIVE PAVEMENT MARKERS 1 EA 3,000.00 3,000 2" AIR & VACUUM RELIEF VALVES (A/V) 2 EA 1,500.00 3,000 TOTAL ESTIMATED WATER IMPROVEMENTS 296,560 AVENUE 50 - LAT. 118.0-0.8LT-.05 REPLACEMENT 12" C-900 CL150 (DR 18) P.V.C. PIPELINE 85 LF 45.00 3,825 18" C-905 CL 165 (DR 25) P.V.C. PIPELINE 1,330 LF • .30,00 ..1.39,900 PIPELINE CONNECTORS 2 EA 4,500.00 9,000 REMOVE EXISTING METERS AND RETURN TO C.V.W.D. 2 EA 400.00 800 REMOVE EXISTING PIPE 42" DIA. PIPE STANDS 3 EA 500.00 . 1,500 EXCAVATE AND REMOVE EXISTING 12" AND 16" IRRIGATION MAIN 1,460 LF 6.50 9,490 18"X90 DEGREE D.I. BENDS (POLYETHYLENE ENCASED) PER AWWA STD. C-110 1 EA 1,200.00 1,200 18"X12" TEE (POLYETHYLENE ENCASED) 1 EA 2,200.00 2,200 INSTALL LINE METER 1 EA 22,000.00 22,000 12" DIRECT BURY PLUG VALVE WITH 2" OPERATING NUT & VARIED GEAR ACTUATOR, PRATT MODEL NO.218.703.012.202 OR APPROVED EQUAL IN DOMESTIC WATER OPERATOR WELL (P.V.) 1 EA 1,800.00 1,800 TOTAL ESTIMATED AVENUE 50 IRRIGATION IMPROVEMENTS 91,715 STREET IMPROVEMENTS -AVENUE 50 REMOVE EXISTING A.C. PAVEMENT 43,140 SF 0.60 25,884 SAWCUT EXISTING A.C. 2,906 LF 1.00 2,906 ADJUST EX. WATER VALVE BOXES TO GRADE 6 EA 100.00 600 ADJUST EXISTING MANHOLES TO GRADE .8 EA. 150.00 1,200 . 4" DIA. SCH. 40 PVC IRRIGATION SLEEVES 144 EA 4.00 576 CONSTRUCT ACCESS RAMP PER RIV. CO. STD. ' 403, ' CASE A 2 EA 500.00 1,000 CONSRUCT. DRIVEWAY APPROACH PER RIV. CO. STD.207 2 EA 1,000.00 2,000 CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. 201 2,180 EA 10.00 21,800 CONSTRUCT TYPE "D" (6" C.F.) CURB PER RIV. CO. STD. 204 2,099 EA 8.00 16,792 INSTALL 2"X4" REDWOOD HEADER 644 LF 1.00 644 INSTALL 4-1/2" A.C. OVER 6" C.A.B. 96,113 LF 1.70 ' 163,392 INSTALL 6" A.C. DIKES PER RIV. CO. STD. 212 2,021 LF 6.75 13,642 TOTAL ESTIMATED STREET IMPROVEMENTS 250,436 SIGNING & STRIPING - AVENUE 50 PAGE 2 OF 5 TOLL BROTHERS TRACT NO. 30357 FILE: G:\38206\CEST\LAQENCR.xIs MDS CONSULTING PLANNING, ENGINEERING, SURVEYING IRVINE/LA QUINTA, CA PAINT 8" SOLID WHITE STRIPE PER CALTRANS STD. PLAN A200 - DETAIL 38 150 LF 0.80- 120 PAINT 4" WHITE STRIPE PER CALTRANS STD. PLANA20A- DETAIL 12 2,105 LF 0.80 1,684 PAINT DOUBLE YELLOW STRIPES PER STD. PLAN 20B - DETAIL 29 967 LF 1.20 1,160 PAINT 12" YELLOW DIAGONALS AT 20' O.C. 50 LF 0.80 40 PAINT 4" WHITE RIGHT EDGE LINE PER CALTRANS STD. PLAN 20B - DETAIL 27 645 LF 0.80 516 PAINT TYPE IV (L) ARROWS PER CALTRANS STD, PLAN A24A .2 EA ' 4'5:00 .3. 90 .:. INSTALL K-1 TYPE MARKER PER CALTRANS STD. PLAN A73A 4 LF 80.00 320 INSTALL "KEEP RIGHT SYMBOL SIGN" PER CALTRANS TYPE R-7/R-7A 4 EA 300.00 1.200 INSTALL "STOP" SIGN PER CALTRANS TYPE R-1 1 EA 300.00 300 PAINT "STOP" PER CALTRANS STD. PLAN A24D 1 EA 100.00 100 PAINT "CROSSWALK AND LIMIT LINE" PER CALTRANS STD. PLAN A24E 149 LF 1.00 149 INSTALL "LANE ENDS MERGE LEFT" SIGN PER CALTRANS TYPE W-75 1 EA 300.00 300 INSTALL TYPE VI ARROW PER CALTRANS STD. PLAN A24A 3 EA 45.00 135 INSTALL "PAVEMENT WIDTH TRANSITION" SIGN PERCALTRANS TYPE W-11 1 EA 300.00 300 PAINT "EDGELINE", DOUBLE YELLOW, PER DETAIL 27 2,188 LF 1.20 2,626 TOTAL ESTIMATED SIGNING & STRIPING 9,040 ONSITE STORM DRAIN IMPROVEMENTS CONSTRUCT MODIFIED CATCH BASIN PER RIV. CO. STD. 302 WITH STD. DWG. 305, SINGLE (1) TYPR 24-18 GRATE 31 EA ... 4,000:00 CONSTRUCT GUTTER DEPRESSION 50 EA 300.00 CONSTRUCT MODIFIED CATCH BASIN PER RIV. CO. STD. 302/DRYWELL WITH STD. DWG. 305, SINGLE (1) TYPR 24-18 GRATE 11 EA 18,000.00 CONSTRUCT LOCAL DEPRESSION PER RIV. CO. STD. DWG. 311 5 EA 500.00 CONSTRUCT BUBBLER 24 EA 2,000.00 CONSTRUCT DRYWELL 7 EA 15,000.00 CONSTRUCT MANHOLE NO. 1 PER RIV. CO. FLD. CONTRL. STD. DWG. MH251 16 EA 3,500.00 CONSTRUCT TRANSITION STRUCTURE PER RIV. CO. FLD. CNTRL. STD. DWG. TS303 15 EA 3,000.00 INSTALL CONCRETE COLLAR PER RIV. CO. FLD. CNTRL. STD. DWG. M803 20 EA 800.00 INSTALL 18" HDPE (N-12) STORM.DRAIN PIPE 6,644 LF 45.00 INSTALL 24" HDPE (N-12) STORM DRAIN PIPE 1,572 LF 50.60 INSTALL 30" HDPE (N-12) STORM DRAIN PIPE 2,372 LF 60.00 INSTALL 36" HDPE (N-12) STORM DRAIN PIPE 598 LF 75.00 CONSTRUCT TRAPEZOIDAL DITCH 563 LF 2.00 INSTALL TIMBER BULKHEAD PER RIV. CO. FLD. CNTRL. STD. DWG. M804 10 EA 500.00 CONSTRUCT MODIFIED CATCH BASIN PER RIV. :... ..• .• CO. FLD. CNTRL. STD. DWG. CB1001DRYWELL 1 EA 18,000.00 ONSITE STORM DRAIN IMPROVEMENTS (CONT. 124,000 15,000 198,000 2,500 48,000 105,000 56,000 45,000 16,000 298,980 78,600 142,320 44,850 1,126 5,000 18,000 PAGE 3OF5 TOLL BROTHERS TRACT NO. 30357 FILE: G:\38206\CEST\LAQENCR.xis MDS CONSULTING PLANNING, ENGINEERING, SURVEYING IRVINE/LA QUINTA, CA REMOVE EXISTING STORM DRAIN PIPE 1 EA 500.00 500 REMOVE EXISTING DRYWELL 1 EA 1,000.00 1,000 INSTALL TEMPORARY CMP RISER 2 EA 1,000.00 2,000 INSTALL CONCRETE BACK FILL 14 LF 50.00 700 CONSTRUCT MODIFIED CATCH BASIN PER RIV. CO. STD. 302 WITH STD. DWG. 305, DOUBLE (2) TYPE 24-18 GRATE 3 EA 8,000.00 24,000 CONSTRUCT MANHOLE NO. 2 PER RIV. CO. FLD. CONTRL. STD. DWG. MH252 1 EA 4,000.00 4,000 CONSTRUCT MODIFIED CATCH BASIN PER RIV. CO. STD. 302/DRYWELL WITH STD. DWG. 305, DOUBLE (2) TYPE 24-18 GRATE 4 EA 19,000.00 76,000 CONSTRUCT MODIFIED CATCH BASIN PER RIV. CO. STD. 302/DRYWELL WITH STD. DWG. 305, TRIPLE (3) TYPE 24-18 GRATE 1 EA 20,000.00 20,000 INSTALL 6" HDPE (N-12) STORM DRAIN PIPE 395 LF 15.00 5,925 TOTAL ESTIMATED ONSITE STORM DRAIN IMPROVEMENTS 1,332,501 ONSITE STREET IMPROVEMENTS SAWCUT & REMOVE EXISTING CURB & GUTTER 60 LF 2.00 120 REMOVE EXISTING CROSS GUTTER & SPANDREL 1,534 SF 0.80 1,227 REMOVE EXISTING CONCRETE RAMP 680 SF -0:80 544 REMOVE EXISTING DRIVEWAY APPROACH 153 SF 0.80 122 REMOVE EXISTING A.C. PAVEMENT 1,944 SF 0.60 1,166 RELOCATE EXISTING "NO PARKING" SIGN 1 EA 50.00 50 RELOCATE EXISTING "STOP" SIGN 1 EA 50.00 50 REMOVE EXISTING PULLBOXES 4 EA. 100.00 400 REMOVE EXISTING STREET LIGHT & RELOCATE 2 EA 2,000.00 4,000 CONSTRUCT 6" WEDGE CURB 28,611 LF 9.00 257.499 CONST. TYPE "D" CURB (6" C.F.) PER RIV. CO. STD.204 4,587 LF 9.00 41,283 CONSTRUCT CURB TRANSITION PER RIV. CO. STD. 211, TYPE "A" TO WEDGE CURB 120 LF 9.00 1,080 INSTALL 3" A.C. OVER 4.5" C.A.B. 526,679 SF 1.35 711,017 CONSTRUCT CROSS GUTTER PER RIV. CO. STD. 209A, MODIFIED TO 6' WIDE 2,418 SF 4.00 9,672 CONST. CURB RAMP, CASE A, PER RIV. CO. STD.403 2 EA 500.00 1,000 ADJUST MANHOLE TO GRADE, 2ND LIFT 57 EA 350.00 19,950 ADJUST WATER VALVE BOXES TO GRADE, 2ND LIFT 69 EA 150.00 10,350 ADJUST STORM DRAIN MANHOLES TO GRADE, 2ND LIFT 4 EA 350.00 1,400 GRIND A.C. PAVEMENT 0.10' 6,120 SF� • 0:25 1,530 INSTALL PULLBOX 3 EA 200.00 600 INSTALL 3" P.V.C. SCH 40 CONDUIT WITH PULL ROPE PER I.I.D. REQUIREMENTS 100 LF 6.00 600 ADJUST SEWER CLEANOUTS TO GRADE, 2ND LIFT 3 EA 150.00 450 INSTALL 0.1' A.C. PAVEMENT OVER GRIND AREA 6,120 SF 0.40 2,448 CONSTRUCT PERIMETER WALL 2,105 LF 60.00 126,300 INSTALL "BARRICADE" PER RIV. CO. STD. 810 3 EA 800.00 2,400 CONSTRUCT CURB RAMP, CASE A, PER RIV. CO. STD: 403, MODIFIED TO 8' WIDE RAMP 4 EA 500.00 2,000 SAWCUT & REMOVE EXISTING MEDIAN CURB 64 LF 3.00 192 PAGE 4OF5 TOLL BROTHERS TRACT NO. 30357 FILE: G:\38206\CEST\LAQENCR.xIs MDS CONSULTING PLANNING, ENGINEERING, SURVEYING IRVINE/LA QUINTA, CA ONSITE STREET IMPROVEMENTS (CONT.) SAWCUT EXISTING MEDIAN DECORATIVE PAVEMENT & RELOCATE 150 SF 1.00 150 SAWCUT A REMOVE EXISTING A.C. PAVEMENT V OUTSIDE EXISTING CURB 86 LF 1.50 129 RELOCATE EXISTING SIGNS AT MEDIAN NOSE 2 EA 100.00 200 CONSTRUCT 4" A.C. ON 12" C.A.B., PAINT EXISTING A.C. EDGE WITH LIQUID ASPHALT EMULSION FOR PRIME COAT, RAPID SETTING 280 SF 3.00 840 REPLACE DECORATIVE PAVEMENT AT NEW MEDIAN NOSE WITH "LIKE" PAVEMENT TO MATCH EXISTING 44 SF 5.00 220 INSTALL PRIVATE "STREET NAME" SIGN, DESIGN BY OWNER/LANDSCAPE ARCHITECT 12 EA 200.00 2,400 INSTALL PRIVATE "STOP" SIGN, DESIGN BY OWNER/LANDSCAPE ARCHITECT 12 EA 200.00 2,400 INSTALL PRIVATE "NO RIGHT TURN" SIGN, DESIGN BY OWNER/LANDSCAPE ARCHITECT 1 EA 200.00 200 PAINT "STOP" PER CALTRANS STD. PLAN A24D 2 EA 100.00 200 PAINT WHITE STOP BAR, 12" WIDE, PER CALTRANS STD. PLAN A24E 45 LF 0.80 - 36 TOTAL ESTIMATED ONSITE STREET IMPROVEMENTS 1,204,226 TOTAL ESTIMATED IMPROVEMENTS 3,345,713 UNIT PRICES USED HEREIN ARE BASED UPON EITHER CLIENT PROVIDED INFORMATION OR FROM BEST AVAILABLE INDUSTRY DATA AT THE TIME OF PREPRATION. CONSULTANT ASSUMES NO RESPONSIBILITY FOR THE EXACTNESS OF SUCH UNIT PRICES IN EITHER EVENT. PREPARED UNDER THE SUPERVISION OF: STANLEY C. MORSE, R.C.E. 20596 DATE EXP. DATE 9/30/01 PAGE 5 OF 5 TOLL BROTHERS TRACT NO. 30357 FILE: G:\38206\CEST\LAQENCR.xls `Toll `Brothers America's Luxury Homebuilder LIST OF CONTRACTORS Nuevo Engineering, Inc. 79-811 Country Club Drive Bermuda Dunes, CA 92201 (760)345-1778 Foreman: Dave Lippert Jones Brothers Construction, Co. 85-989 Avenue 52 Coachella, CA 92236 (760) 347-2291 Foreman: Mike Jones Larry Jacinto Construction; Inc. P. O. Box 615 Mentone, CA. 92359 (909) 794-2151 Foreman: Russ Borg Zoltan Grading & Paving, Inc. 15050 Cholla Road White Water, CA. 92282 (760) 251-5113 Foreman: Zoltan Cser Desert Cities Nurseries 41-555 Yucca Lane Bermuda Dunes, CA. 92201 (760) 360-4400 Foreman: Leo Mazari Ca. License #438834 City License #00157 Insurance: Pacific Employee Ins. Policy:. #HDOG-20301375 Ca. License.#172092 City License#00153 Insurance:. Strachota Ins. Agency Policy: #CA1C10021868 Ca. License #458118 City License #06207 Insurance: Crosby Ins. Co. Policy 4G10927992500 Ca. License #746535 City License # 03857 Insurance:' GLH Insurance Agency Policy: #SC03513604-01 Ca. License #651503 City License #03046 Insurance: Michael March Agency Policy #CLS0800895 08/05/02 5 Via Bella, Rancho Mirage, CA 92270 760-202-7369 Fax 760-202-7509 v r- b t i r- � F 4- i r r 4 { y r .� _ ,- .,, �. .. � r ~"'S , Y' '�`, f t�. _ � �_ ...� W W wW W W7 W .v .. .. W W W' \PBN W \V W W W w N W N' W W W W W W W ! W W W W W W.W N' W W W N W W W.W W W W W-W W W' W W W W W S 500 FT w w w w w w w w w W W w w w W w w W w w w w w w w w w w w p W W W w N W W N' W W W W \V W W N W W W W W W W q' W W- / y R C-18 MOUNTAIN VIEW .x s � - " ESTATES s - � I C"r - MADISON ST. JEFFERSON ST. F - PHASE 1 INSTALL CURB & GUTTER, SIDEWALK AND NOTES: 1. ALL TRAFFIC CONTROL -DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) LANDSCAPE ETC. MANUEL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES .. t_ 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND DM sv�uffa 5 TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. _ 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND. DELINEATORS) AND MAINTAIN SAME IN Projeano ACCORDANCE WITH TRAFFIC CONTROL PLANS. Ave. 50 Street Improvements for Tract # 30357 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' TRAFFIC LANE WIDTH ATALL TIMES. THERE SHALL BE A MINIMUM Z BETWEEN THE EDGE OF CUT AND THE Pd=C*- 8Cw TreftbFw Cwwdw NEAREST TRAFFIC LANE, Toll Bros. Inc. Tops N Barricades, Inc. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. Prepared By Bed an send (800)852-TOPS Ron Fifield CALTRANS T-10 Shag Numba Permit NwTW roval 1 OF 2 8/2/02 To Be Issued on App k`";t �'�'!� i �•s�'�xr.4�`x a �,�"r-�r'�'sn'�;s I 1 / { 1 gg�� .,�`.vl ���' 7 5�'��t�Ar r�. � 1 • I 1 1 { 1 _ 1 1.1 x�l,311 ��°�ttara_ 1 1 1 1 1' 1 Fr`'`e11'fi� 1 A1 1 1 Ing I I M, `7 ,,.,.:,.,.... ....:,...>,......., ... .... ..-..4 �-.,3--�3-.,-g ._P.,, p ." .- r,.... e;._>-T'�.t• -5: - _ ` - I 'Y'..:�...c..i'`,'k>"n" : ?,, .:. .. 'wYi . Y , y- .: .h'6� >.-.... ..aq. rr;: +Jo4 �.Ys"-" - _._±3`•. "�Y.',;.�`. n.. ..- ! . .x .f�. z ;. ni( �'� , 1 �i ., r. ,r �.... _... - .w .� ... .�:: k' �.'.��. ,. ..::w«V:S� - T ..�,.,,a:� �'•- -v5 . 'fr�C S. ^Yi r - � 4- .��' �. r .'.%r.. r >•a d n � ,S- .� . I :xc ,.i a'. _ : �.i-.:..-, y.T -y-^ '.rs. �� �.;,'-: �%' : j^.� ;,'n%: �' :z:'s:. ' - �.:^-' :��. _ _ 3 I' I""' r .err=• �i�3 Y i >�. fr...-rt./st':. .rats. i� ..,� , kr.� .{f;= g ..z+s':. Y--r'z �„�' 9� � '•• I I I • I `�5 - I � �' y� <';�fi'•'"''!,z�i�.�x.: ,ia.r,.,,�. � .� �rs � s "a"3=� N�� 6� �- t�'• � :,c ��' •t--` - <�'i _ ..�rw'-`. .� � . .. .s. :��. s!`r.�.. 7'� ,'�-'�iy:� ,�,. ,;- ..3, ,v -I •3 "� :ice 3s'� - _ ��r, �� cg. �-k.. >,�., x � _: �-�+0.i>r" ,�_•,-.'.?. . nx ,.f u,.; ... a ,. -: u : w _ e � •a:k . .ryG :. °='�Pa ti:'m. a J✓G,1 , : �%� ' ;� �. �.. 7rr. ' ' � I II` i, ( '�k;•�-,r� ,.r' �>c �...� 'i;F." - a•• :.:x' yo- ?a rr;,�� J xra r �-�s,...�r. '�;'. I a ..,�^t�'_'1.; a v�'r'N �'=:'�'-rxsa., final. +�•� 2�:;,<!s;. :r t � � ..�' ' s `~� ..i'.r -:i �o+F�'a I -:3: "M.,Tr•��+.,.-. . _ .� •Y""' .,1v`,`" �.�" . :wr ,..�> ,�'� �r-.3,. �,.�_ wR , x:!': . a' .`�::.<,/ . � ` ` I �� � ���i�= , ems•^,.+' ' F - �r. "- ac .. •f�i.. ;:r, .��.., z+�w��iK„k. .-ry:,•. '�,. '.�.<,�-.1�• ��`y" `3:e'=.:-v: •��tT..�,/_I -tl:-r rr r.. �_`:�F�s;.;"���'r%3�s�•`.'`:'J.e"�h"`.�"3.�•'�..�. � �...?!eYr,C.z�..3:a'�' -'� � •�s'r.t;3.c__ ,:. . f;, r- .:'��" �r<,..c_-,,.� ..n; ;�„ �z""� , v.' �cia"f� -3,,, .� 9,i .x,�:E �r� ��-�•'>�m � 'r Fy:.i ��:'�.z-._r;�'••F;`�,.�''•'.�y`����� a"'�-.�;;, - � 7�. �Fr?•"'� • ,j1r�l�1 � `��� s s'� �� Y�SY.`'���irs�kr�ef,��F.'^3��,�'F�'`t������,�1, ,*rf<. '��r �r��, ''�., :�.� I I •, �� wR,���ll�Tl• � � . � 'k: �e'�- 1 I I I \- \•, ` 1 s, -c *� S ,�}y,Y�S°��" f' ,4. �✓'3r���'''��r�-rr�'Jui�X, ^'a{YA ", ,�;�^4�p�'=2� �:9' l'�"�.� rrret3' _ 1 1 1 { { 1 " � `r w 1 s r �. Y 1 J r 1 _� � .i { � _ [„ r �♦ H -s t L .l. . ., r, ..... .. _ . w t 4� ri TRAFFIC CONTROL DEVICES FOR THIS PROJECT.SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPOR IAI IOry tcALI N. PH UEL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES. FIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND FFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. .OUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN - 1 ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE: 5. -ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND, RETURNED TO NORMAL.. RAPTOR WILL•ONLY CLOSE THE SECTION HE EXPECTS TO COMPLETE THAT WORK DAY, AS EACH SECTION IS COMPLETED; THE 7. THIS IS A TYPICAL THE CONT TRAFFIC CONTROL WILL MOVE ALONG THE LINE TO BE INSTALLED. ASE,111- avow BY ome speed uma 55 Utility'Lines for Toll Bros. Project alma cannaaa< Jones Bros. Const. Treflk Control cow Tops N Barricades, Inc. easw on StandaN ( 00)852-TOPS R no Fifield CALTRANS T-13 um 3 OF 3, 7/24/02 ftmt Maier To Be Issued on Approval t t r % a � I — r � rm . r a. ' ', ,��'x�/' - - '.•,� "�"' 6. !�,,,•: ,a(P#'-'• ° wr�,..,:R�,a::•:��,,..zz:•�•._ ':z-_ sue'= aY�.. �ry�i....�r a'•S'-Y':�}.` 1 eE: .c�� � ':i].�)4� ..1"• 6`J .:�:✓a ��.r,�:f; .,� .irY.S.+YY.�e b"F..a:. act, .,C` >f :.�' r• '•.o . ;�?�'� fie• ,y ': �'.. � �"' ,k,,.- �v?•52. "C%� � �� F' {9�`'^ .� �� .1 b i ` f-'�'ii.�.>'�rii - ..7 Y�h3�t�i15�.x i .>t' _�..r3. r.., r i- .1+'. t'�:"� z'�w,^,^ 's. cy., �_ # y . "c•'=� .: wft� -,3a �' �cw' .'u°., .,�'r .ai:. d+=T„7.^=%;^•.. ����' �,''"-,St,' 4:� - '�>-, ''S �'•�,c`;�� "�.` �` r _ .:x�. ,_; =ts�. � assr, -'.�. .yi. ,ad�.�,:. i '�; � §f;;:`.` , .�.r�t: ; i .rE*M��'1'^�" � ,�y �„%'x�Kc'�, { �i�;j{� +�" t .i- n �' s� ,�_.�`>� �' •� �#x i� c�-:;tvJac- . � f� i. i ,,,� ,g .6 � s "'"T. `F � -- �' c� 'r ,;,1 '�r s r � *� .s..�] n„y-t''"".L '�,� s,-�' ,,r t�• , j _ •_ i t��,� ray ��k3 r�.+t`ie',3k'•���y � a,'� �" u�..� s'�xr�t�w �e.�.s �,,y-,Y .�+r.i �$i 7,`t°+" . " � ��Pn: �i�A•.!`� 5 r '-- �`:�1'�t3t" ?'4R' f�.+�'- 9c$' ._. 'v3' ft�"it � � ��7 µt• ��� � _.'" :�q`a?"r.� <a,�-7,:tr.c'�t,e �h.'� asr �4�c..�1 4�jk-.��, �'•-M -84 w+.Fi ,� I 1 ff mug a a; RAURN SHOPPM1.�0 CEN kc-MVa . ,� SIG• Z H 3 NO SCALE Mn Men .�"'.�� � y'. -<' rja�" - ...:,s' ,Y. •<e : - � -r v-'�' " =u' 'a-' ., _ •d=•` �`` �� �'�'<'v�, .n:� ' ;•�, ` "' ``� °r�i,,�' .3a�'"'�'Nr_^' . -- �a.'y� l�'8 .. :�%�`-^t�C��')a w�;.:'�:RA'.i � -nR :��.+7��®� =..�. .: iF. . � ., Yi'g--{-'.<M •� .SP �. _ "f?e':..�! - °2..� " - ',;. ��i�- ' ;Fi`3i, ,�:=�.Er . '.,. �-& +.%, �• ,`, ^.�.��--' e.� _ ;c � �3i���'��—.�� .yz. z yam(". L i��+j' � :�. :tom... _.. - �.n � .a-.: . S dl r..,.c , i •V {"�f ^.'c�.s"^4 r,F �• .�. _/� �� � S�td .fir :1S'Y._ '� �...le •> �zn�:`t'�•.w�..'3%:.n'c�'t'�+T'..,� '�Ivni •,:ter ,�.. .`ce,.' �„'' ;t>,•" _ zrux�s•.�: r ','"7^,,,�a'a-x"r'�` �" ;�o.,� a';'�`" _..F 3�ji• = ' - s ;;. JEFFERSON ST. _ h C-20 (LT) x�A R OSFD ` C- C-20 (LT) C-18 TO AVE. 52> CITRUS COURSE :qua NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) ' MANUELOF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES. �By Data spews 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND 55 TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE: , jmj 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN;SAME IN Median Improvements for Mountain View Tract#30357 ftitor ACCORDANCE WITH TRAFFIC'CONTROL PLANS. Pllmecootr tw T'ic de Con Inc. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12" TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE Toll Bros: Inc:.. Tops N Barricades, Inc. NEAREST TRAFFIC LANE. Bawd on spa 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 800�' 852-TOPS Ron Fifield CALTRANS T-11 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND, Dam P, RETURNED TO NORMAL 1 •8/2/02 To Be Issued on Approval AVE. 50 C-18 MOUNTAIN VIEW C-20(LT) ' a` C-30 ESTATES �C�LOSED' s<-� . �ec►�'_ure�, - 750 FT 500 FT 500 FT 9�-',rn-`. +9•ffiCt'"�"' i ._.+a-�"fc'' - rs`�m�.�.�u -ir^,%'i�5"s2ra".n.-i'YL.,:'h .�' 's5>+- d✓ �':r»'�.� 0111_111115"_ MINE' R �J RECEIVED 4B JP' JUN 1 19 2003 ;41* P.O. Box 1504 lViountain View 7 0 0 0' -78-495 CALLE TAMPICO F A IJ f7fzn� 77?�'71f)! -929 I- P, vUiNTA, (_,ti_iFoPNLA 25 March 18, 2003 RECEIVE.. JUN 12 261G3 TOLL BROTHERS INC Ma 50-400 JEFFERSON STREET LA QUINTA, CA 92253 P U B L t C NNI., 0 11-Z It-, S. RE: TRACT 30357 MOUNTAIN VIEW COUNTRY CLUB EAST SIDE OF jEFFERSO AND AVENUE 50 AND AVENUE 52 - OFFSITE WATER SEWER, STREET if IMPROVEMENTS AND PERIMETER IMPROVEMENTS L7 TO Whom It May Concern: Encroachment Permit Number.3 .Vas expired as of 08/07/02. In order to avoid the issuance of a "Stop Work Order"; please -renew this permit immediately. The renewal fee as per City Council Resolution 96-27, states: - • Encroachment Permit— renewal of expired permit $100.00 plus 10% of original fee for each year the permit has been expired. Original Permit Fee 10% for each year permit Expiration . Penalty has bee expired $21,957.00 $2,195.70 $100.00 F—RENEWAL AMOUNT NOW DUE: $2,295.70 If you have any questions or need additional information, please call Jesse Jimenez, Counter Technician at (760) 777-7075. Si erely, teve Sp S Assistant Engineer �1�Ap CK-o CJ�� z1 3Q COPY ��3�� ��,:�5;� fir; � ia/ ccilt; , J� Tt <}RECEIVED �`SUN 19 2003 i 11Fountsin View L4TAMPICQ � } � 'f-7000 U C*O _i ll Lli Vr,N IA' ` 24 25 J r_ C3 March 18, 2003 9- f J N ' MAP j 12 lei tt J I 0 ! .,.._.._ . a ITAIN VIEW COUNTRY CLU13 EAST SIDE OF jEFFEIi9.d i 0 VENUE 52 - OFFSITE WATER SEWER, STRE-T'' c. ERIMETER IMPROVEMENTS E "+; i.».... ....% j( f /J J `-% _ .. fiber 3 as expired as of 08/07/02. In order ' avoid the wT t c IT girder"; please renew this permit immediately. ti w i m Council Resolution 96-27, states: c o 1 Permit — renewal of expired permit $100.00 plus 10% of . a Ieach year the permit has been expired. o >, W 10% for each year permit Expiration Penalty v as bee expireee-- -' - 0 1 a_ p N Z L1J f w N o i. $2,195.70 $100.00. o (� w Cr a ooaz LLJ W Q < a Q m o' I DUE: $2,295.70 need additional information, please call Jesse Jimenez, 777-7075. , 4teve -7Dq Sp stant Engineer ,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 III DATE:Axxox e, ' 02082 Minor Improvement Permit Class IV cLOCATION OF CONSTRUCTION Tract No. 30357, &oi�mteln diem' Comte Club .30-400 Jefferson Street, La Quints, Car4 last side of.4offerson St. betyaeu Ave.. 50/52 (Street address or Description of Location) PURPOSE OF CONSTRUCTION ®>l:ffOW SOVers 'NiatAr. street Sketch (attach construction plans if appropriate) is avmeuts and Perimeter DESCRIPTION OF -CONSTRUCTION 94fivex & IMME I MAL'A .l"S. DIMENSION OF INSTALLATION OR. REMOVAL 0wl1arave..d 113'ans for, 21ayea fi SIZEOF IF NEEDED Per & ;p696:s• - APPROXIMATE TIME WHEN WORK WILL BEGIN Auguat 7, 2002 APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST $ 3.345a713•00 (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: SEE Q4.TrA&n SPECTAL CONDYTIONS Wr .61 if; In n 1iiU1. Cfry OF (,A QUIW AT Indemnify, defend• and save the City,'its authorized agents, officers, representatives and employees, harmless from an '��"' I....._........,' 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 uncle the permit granted pursuant to this application. Notify the Administrative Authority at, least twenty-four (24) hours in a/dvancof the time w en work -mill be started. ~ Comply with all applicable City Ordinances, the terms and conditions of the Permit and all a plicable rules and regulations of the City of La Q.uinta and to pay for any additional replacement necessary as the . re ult f this fivork. i Tr' 10 t re of A Pal icev i of To'l . )I r 0a . g. 1.11c • Name of Applicant (please print) Business Address Telephone,No. . fie: attached ' lis V of contractors Name of Contractor and Job Foreman Business Address Telephone No. See . stitached list of contractors Contractor's License No. City Business License No. See afftAched lint of.contractors Applicant's Insurance Company Policy. Number FEES: Subdivision Improvement Permit — Class III Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor, Improvement Permit — Class IV: See attached schedule In Fee $ 21..857.00 Permit Fee 100.00 II Penalty Cash Deposit -Surety Bond if required $ 219057.,00 TOTAL: Receipt No. Received by Date ,,Pecorded by 71 PERMIT VALIDATION PERMIT NO. 3719 DATE APPROVED AaiitWt 7, 2002 AmWet 7, 2003 EXPIRATION DATE DATE ISSUED Aut 7, 2002 VIctor Mom AdfA nistra ive Authority Telephone: (760) 777-7075 (TADS CONSULTING. PLANNING, ENGINEERING, SURVEYING, IRVINE/LA QUINTA,'CA CITY OF LA QUINTA COST ESTIMATE FOR ENCROACHMENT PERMIT TRACT NO. 30357 PREPARED: JULY 25, 2002 ITEM QUANTITY UNIT COST COST PERIMETER IMPROVEMENTS - JEFFERSON STREET NORTH PROPERTY LINE & AVENUE 50 SAWCUT EXIST. CURB & GUTTER & REMOVE 283 LF 2.00 566 ADJUST G.T.E. MANHOLE TO GRADE 1 EA 400.00. 400 ADJUST EXIST. C.V.W.D. VALVE BOX TO GRADE 10 EA 200.00 2,000 ADJUST EXISTING C.V.W.D. METER VAULT TO GRADE 3 EA 5,000.00 15,000 REMOVE EXIST. CONCRETE SPLASH PAD 3 EA 80.00 240 REMOVE EXIST. CONCRETE CROSS GUTTER AND SPANDREL 1,220 SF 0.80 976 RELOCATE OR ADJUST EXIST. G.T.E. PEDESTAL PER G.T.E. DIRECTION 3 EA 500.00 1,500 REMOVE EXIST. CONC. DRIVEWAY APPROACH 536 SF 0.80 429 PROTECT EXIST. LANDSCAPE METER AND BACKFLOW DEVICE IN PLACE 1 EA WA N/A PROTECT EXIST. CATCH BASIN IN PLACE 5-EA N/A WA PROTECT EXIST. AIR & VACUUM RELIEF VALVE & BOX IN PLACE .2 EA WA WA REMOVE EXIST. C.V.W.D. IRRIGATION METER #9004 & VALVES & REMOVE & REPLACE PIPING 1 EA 6,000.00 6,000 CONSTRUCT 6' WIDE (4" THICK) MEANDERING SIDEWALK 37,492 LF 2.50 '93,730 CONSTRUCT CONCRETE DRIVEWAY APPROACH.... . . , PER RIV. CO. STD. NO.207 378 SF 3.50 1,323 CONSTRUCT 6" THICK CONCRETE DRIVEWAY 957 SF 3.50 . 3,350 CONSTRUCT TYPE A-6 CURB PER RIV. CO. STD. NO. 200 283 LF 10.00 2,830 CONSTRUCT 4' WIDE (4" THICK) SIDEWALK 745 LF 2.50 1,863 CONSTRUCT 10' WIDE MULTIPURPOSE TRAIL 17,730 SF 1.00 17,730 TOTAL ESTIMATED PERIMETER IMPROVEMENTS METER VAULT ADJUSTMENTS METER #9003 RAISE METER VAULT TOP, INSTALL 11'-6" LONG STEEL LADDER, AND RAISE 3 VALVE OPERATOR WELLS METER #9004 REMOVE EXISTING METER, RETURN TO C.V.W.D. REMOVE EXISTING METER WELL AND VENT PIPE. INSTALL 12" BLIND FLANGE ON EAST SIDE OF EXISTING 12" GATE VALVE METER #9005 RAISE METER VAULT TOP, INSTALL 12'-0" LONG STEEL LADDER, AND RAISE 2 VALVE OPERATOR WELLS. TOTAL ESTIMATED METER IMPROVEMENTS 147,936 2,800 1,500 2,700 7,000 PAGE 1 OF 5 TOLL.BROTHERS TRACT NO. 30357 FILE: G:\38206\CEST\LAQENCR.xls MDS `CONSULTING: SEWER IMPROVEMENTS -AVENUE 50 . CONSTRUCT 12" V.C.P. SEWER CONSTRUCT 8" V.C.P. SEWER PLANNING, ENGINEERING, SURVEYING 60 LF 65.00 60 LF 40.00 TOTAL ESTIMATED SEWER IMPROVEMENTS WATER IMPROVEMENTS - JEFFERSON STREET - AVENUE 50 18" DIP WATER MAIN WITH POLYETHYLENE ENCASEMENT 4,146 LF 65.00 24" DUCTILE IRON BUTTERFLY VALVES, EPDXY LINED & COATED 2 EA 35.00 18" DUCTILE IRON BUTTERFLY VALVES, EPOxY LINED & COATED 6 EA 3,500.00. STANDARD 0X4"X1-1/2') FIRE HYDRANT ASSEMBLY, WET BARREL (WB) W/BLUE RETRO-REFLECTIVE PAVEMENT MARKERS 1 EA 3,000.00 2" AIR & VACUUM RELIEF VALVES (AIV) 2 EA 1,500.00 TOTAL ESTIMATED WATER IMPROVEMENTS AVENUE 50 - LAT. 118.0-0.8LT-.05 REPLACEMENT 12" C-900 CL150 (DR 18) P.V.C. PIPELINE 85 LF 45.00 18" C-905 CL 165 (DR 25) P.V.C. PIPELINE 1,330 LF; •30,00 PIPELINE CONNECTORS 2 EA 4.500.00 REMOVE EXISTING METERS AND RETURN TO C.V.W.D. 2 EA 400.00 REMOVE EXISTING PIPE 42"'DIA. PIPE STANDS 3 EA 500.00 EXCAVATE AND REMOVE EXISTING 12" AND 16" IRRIGATION MAIN 1,460 LF 6.50 18"X90 DEGREE D.I. BENDS (POLYETHYLENE ENCASED) PER AWWA STD. C-110 1 EA 1,200.00 18"X12" TEE (POLYETHYLENE ENCASED) 1 EA 2,200.00 INSTALL LINE METER 1 EA 22,000.00 12" DIRECT BURY PLUG VALVE WITH 2" OPERATING NUT & VARIED GEAR ACTUATOR, PRATT MODEL NO.218.703.012.202 OR APPROVED EQUAL IN DOMESTIC WATER OPERATOR WELL (P.V.) 1 EA 1,800.00 TOTAL ESTIMATED AVENUE 50 IRRIGATION IMPROVEMENTS STREET IMPROVEMENTS - AVENUE 50 REMOVE EXISTING A.C. PAVEMENT SAWCUT EXISTING A.C. ADJUST EX. WATER VALVE BOXES TO GRADE ADJUST EXISTING MANHOLES TO GRADE 4" DIA. SCH. 40 PVC IRRIGATION SLEEVES CONSTRUCT ACCESS RAMP PER RIV. CO. STD. 403; CASE A CONSRUCT. DRIVEWAY APPROACH PER RIV. CO STD. 207 CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. 201 CONSTRUCT TYPE "D" (6" C.F.) CURB PER RIV. CO. STD. 204 INSTALL 2"X4" REDWOOD HEADER INSTALL 4-1/2" A.C. OVER 6" C.A.B. INSTALL 6" A.C. DIKES PER RIV. CO. STD. 212 � SIGNING & STRIPING - AVENUE 50 43,140 SF 2,906 LF 6 EA .8 EA 144 EA 2 EA 2 EA 0.60 1.00 100.00 150.00 4.00 500.00 1.000.00 2,180 EA 10.00 2,099 EA 8.00 644 LF 1.00 96,113 LF 1.70 2,021 LF 6.75 TOTAL ESTIMATED STREET IMPROVEMENTS IRVINE%LA QUINTA, CA 3,900 2,400 6,300 269,490 70 21,000 3,000 3.000 296,560 3,825 • 39,900 9,000 800 1,500 9,490 1.200 2,200 22,000 1,800 91,715 25,884 2,906 600 1.200 .:. 576 1,,000 2.000 21,800 16,792 644 163,392 13,642 250,436 PAGE 2OF5 TOLL BROTHERS TRACT NO.30357 FILE: G:\38206\CEST\LAQENCR.xIs MDS CONSULTING, PLANNING, ENGINEERING, SURVEYING IRVINE/LA QUINTA, CA PAINT 8" SQLID WHITE STRIPE PER CALTRANS STD. PLAN A200 - DETAIL 38 150 LF 0.80 120 PAINT 4" WHITE STRIPE PER CALTRANS STD. PLANA20A- DETAIL 12 2.105 LF 0.80 1,684 PAINT DOUBLE YELLOW STRIPES PER STD. PLAN 20B - DETAIL 29 967 LF 1.20 1.160 PAINT 12" YELLOW DIAGONALS AT 20' O.C. 50 LF 0.80 40 PAINT 4" WHITE RIGHT EDGE LINE PER CALTRANS STD. PLAN 20B - DETAIL 27 645 LF 0.80 516 PAINT TYPE IV (L) ARROWS PER CALTRANS STD. PLAN A24A .2 EA 45:00 A. 90 .:. INSTALL K-1 TYPE MARKER PER CALTRANS STD. PLAN A73A 4 LF 80.00 320 INSTALL "KEEP RIGHT SYMBOL SIGN" PER CALTRANS TYPE R-7/R-7A 4 EA 300.00 1,200 INSTALL "STOP" SIGN PER CALTRANS TYPE R-1 1 EA 300.00 300 PAINT "STOP" PER CALTRANS STD. PLAN A24D 1 EA 100.00 100 PAINT "CROSSWALK AND LIMIT LINE" PER CALTRANS STD. PLAN A24E 149 LF 1.00 149 INSTALL "LANE ENDS MERGE LEFT" SIGN PER CALTRANS TYPE W-75 1 EA 300.00 300 INSTALL TYPE VI ARROW PER CALTRANS STD. PLAN A24A 3 EA 45.00 135 INSTALL "PAVEMENT WIDTH TRANSITION" SIGN PERCALTRANS TYPE W-11 1 EA 300.00 300 .PAINT "EDGELINE", DOUBLE YELLOW, PER DETAIL 27 2,188 LF 1.20 2,626 TOTAL ESTIMATED SIGNING & STRIPING 9,040 ONSITE STORM DRAIN IMPROVEMENTS CONSTRUCT MODIFIED CATCH BASIN PER RIV. CO. STD. 302 WITH STD. DWG. 305, SINGLE (1) TYPR 24-18 GRATE CONSTRUCT GUTTER DEPRESSION CONSTRUCT MODIFIED CATCH BASIN PER RIV. CO. STD. 302/DRYWELL WITH STD. DWG. 305, SINGLE (1) TYPR 24-18 GRATE CONSTRUCT LOCAL DEPRESSION PER RIV. CO. STD. DWG. 311 CONSTRUCT BUBBLER CONSTRUCT DRYWELL CONSTRUCT MANHOLE NO. 1 PER RIV. CO. FLD. CONTRL. STD. DWG. MH251 CONSTRUCT TRANSITION STRUCTURE PER RIV. CO. FLD. CNTRL. STD. DWG. TS303 INSTALL CONCRETE COLLAR PER RIV. CO. FLD. CNTRL. STD. DWG. M803 INSTALL 18" HDPE (N-12) STORM DRAIN PIPE INSTALL 24" HDPE (N-12) STORM DRAIN PIPE INSTALL 30" HDPE (N-12) STORM DRAIN PIPE INSTALL 36" HDPE (N-12) STORM DRAIN PIPE CONSTRUCT TRAPEZOIDAL DITCH INSTALL TIMBER BULKHEAD PER RIV. CO. FLD. CNTRL. STD. DWG. M804 ' CONSTRUCT MODIFIED CATCH BASIN PER RIV. CO. FLD. CNTRL. STD. DWG. CB100/DRYWELL ONSITE STORM DRAIN IMPROVEMENTS (CONT.) 31 EA, • 4,000:00 50 EA 300.00 11 EA 18;000.00 5 EA 500.00 24 EA 2,000.00 7 EA 15,000.00 16 EA 3,500.00 15 EA 3,000.00 20 EA 800.00 6,644 LF 45.00 1,572 LF 50.60 2,372 LF 60.00 598 LF 75.00 563 LF 2.00 10 EA 500.00 1 EA 18,000.00 .124;000 ... 15,000 198,000 2,500 48,000 105,000 56,000 45,000 16,000 298,980 78,600 142.320 44,850 1,126 5,000 18,000 PAGE 3OF5 TOLL BROTHERS TRACT NO. 30357 FILE: G:\38206\CEST\LAQENCR.xIs MDS CONSULTING, PLANNING, ENGINEERING, SURVEYING REMOVE EXISTING STORM DRAIN PIPE I. EA 500.00 REMOVE EXISTING DRYWELL 1 EA 1,000.00 INSTALL TEMPORARY CMP RISER 2 EA. 1.000.00 INSTALL CONCRETE BACK FILL 14 LF 50.00 CONSTRUCT MODIFIED CATCH BASIN PER RIV. CO. STD. 302 WITH STD. DWG. 305, DOUBLE (2) TYPE 24-18 GRATE 3 EA 8.000.00 CONSTRUCT MANHOLE NO.2 PER RIV. CO. FLD. CONTRL. STD. DWG. MH252 1 EA, 4,000.00 CONSTRUCT MODIFIED CATCH BASIN PER RIV. CO. STD. 302/DRYWELL WITH STD. DWG. 305, DOUBLE (2) TYPE 24-18 GRATE 4 EA 19,000.00 CONSTRUCT MODIFIED CATCH BASIN PER RIV. CO. STD. 302/DRYWELL WITH STD. DWG. 305, TRIPLE (3) TYPE 24-18 GRATE 1 EA 20,000.00 INSTALL 6" HDPE (N-12) STORM DRAIN PIPE • 395 LF 15.00 TOTAL ESTIMATED ONSITE STORM DRAIN IMPROVEMENTS ONSITE STREET IMPROVEMENTS SAWCUT & REMOVE EXISTING CURB & GUTTER REMOVE EXISTING CROSS GUTTER & SPANDREL REMOVE EXISTING CONCRETE RAMP REMOVE EXISTING DRIVEWAY APPROACH REMOVE EXISTING A.C. PAVEMENT RELOCATE EXISTING "NO PARKING" SIGN RELOCATE EXISTING "STOP" SIGN REMOVE EXISTING PULLBOXES REMOVE EXISTING STREET LIGHT & RELOCATE CONSTRUCT 6" WEDGE CURB CONST. TYPE "D" CURB (6" C.F.) PER RIV. CO. STD. 204 CONSTRUCT CURB TRANSITION PER RIV. CO. STD. 211, TYPE "A" TO WEDGE CURB INSTALL 3" A.C. OVER 4.5" C.A.B. CONSTRUCT CROSS GUTTER PER RIV. CO. STD. 209A, MODIFIED TO 6' WIDE CONST. CURB RAMP, CASE A, PER RIV. CO. STD. 403 ADJUST MANHOLE TO,GRADE, 2ND LIFT ADJUST WATER VALVE BOXES TO GRADE, 2ND LIFT ADJUST STORM DRAIN MANHOLES TO GRADE, 2ND LIFT GRIND A.C. PAVEMENT 0.10' INSTALL PULLBOX INSTALL 3" P.V.C. SCH 40 CONDUIT WITH PULL ROPE PER I.I.D. REQUIREMENTS ADJUST SEWER CLEANOUTS TO GRADE, 2ND LIFT INSTALL 0.1' A.C. PAVEMENT OVER GRIND AREA CONSTRUCT PERIMETER WALL INSTALL "BARRICADE" PER RIV..CO. STD. 810 CONSTRUCT CURB RAMP, CASE A, PER RIV. CO. STD. 403, MODIFIED TO 8' WIDE RAMP SAWCUT & REMOVE EXISTING MEDIAN CURB TOLL BROTHERS IRVINE/LA QUINTA, CA 500 1,000 2,000 700 24,000 4,000 76,000 20,000 5,925 1,332,501 60 LF 2.00 120 1,534 SF 0.80 1,227 680 SF ..0:80 .3. 544.. 153 SF 0.80 122 1,944 SF 0.60 1,166 1 EA 50.00 50 1 EA 50.00 50 4 EA 100.00 400 2 EA 2,000.00 . 4,000 28,611 LF 9.00 257,499 4,587 LF 120 LF 526,679 SF 2,418 SF 2 EA 57 EA 69 EA 4 EA 6,120 SF, .3 EA 100 LF 3 EA 6,120 SF 2,105 LF 3 EA 4 EA 64 LF PAGE 4OF5 TRACT NO. 30357 9.00 9.00 1.35 4.00 500.00 350.00 150.00 350.00 ...0:25 200.00 6.00 150.00 0.40 60.00 800.00 500.00 3.00 Y 41,283 1,080 711,017 9,672 1,000 19,950 10,350 1,400 1,530 600 600 450 2,448 126,300 2,400 2,000 192 FILE: G:\38206\CEST\LAQENCR.xls t• MDS CONSVLTING., P. ONSITE STREET IMPROVEMENTS (CONT.1 SAWCUT EXISTING MEDIAN DECORATIVE PAVEMENT & RELOCATE SAWCUT & REMOVE EXISTING A.C. PAVEMENT V OUTSIDE EXISTING CURB RELOCATE EXISTING SIGNS AT MEDIAN NOSE CONSTRUCT 4" A.C. ON 12" C.A.B., PAINT EXISTING A.C. EDGE WITH LIQUID ASPHALT EMULSION FOR PRIME COAT, RAPID SETTING REPLACE DECORATIVE PAVEMENT AT NEW MEDIAN NOSE WITH "LIKE" PAVEMENT TO MATCH EXISTING INSTALL PRIVATE "STREET NAME" SIGN, DESIGN BY OWNER/LANDSCAPE ARCHITECT INSTALL PRIVATE "STOP" SIGN, DESIGN BY OWNER/LANDSCAPE ARCHITECT INSTALL PRIVATE "NO RIGHT TURN" SIGN, DESIGN BY OWNER/LANDSCAPE ARCHITECT PAINT "STOP" PER CALTRANS STD. PLAN A24D PAINT WHITE STOP BAR, 12" WIDE, PER CALTRANS STD. PLAN A24E UNIT PRICES USED HEREIN ARE BASED UPON EITHER CLIENT PROVIDED INFORMATION OR FROM BEST AVAILABLE INDUSTRY DATA AT THE TIME OF PREPRATION. CONSULTANT ASSUMES NO RESPONSIBILITY FOR THE EXACTNESS OF SUCH UNIT PRICES IN EITHER EVENT. PREPARED UNDER THE SUPERVISION OF: CANNING, ENGINEERING, SURVEYING . IRVINE/LA QUINTA, CA 150 SF 1.00 150 86 LF 1.50 129 2 EA 100.00 200 280 SF . 3.00 44 SF 5.00 12 EA 200.00 12 EA 200.00 1 EA 200.00 2 EA 100.00 45 LF 0.80 'OTAL ESTIMATED ONSITE STREET IMPROVEMENTS TOTAL ESTIMATED IMPROVEMENTS STANLEY C. MORSE, R.C.E. 20596 DATE EXP. DATE 9/30/01 840 220 2,400 2,400 200 200 36 1,204,226 3,345,713 PAGE 5OF5 TOLL BROTHERS TRACT NO. 30357 FILE: G:\38206\CEST\LAQENCR.xls SPECIAL CONDITIONS --PERMIT NO.3719 Toll Brothers, Inc. In addition to the standard permit conditions, the following shall apply: 1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. Toll Brothers, Inc., hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. Streets 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 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1 st to September 30: Monday -Friday 6:00 a.m to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. 5. Work performed within 500 feet of a signalized intersection is restricted between the hours of 9 a.m. - 3 p.m. 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 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. 7. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control plan shall be prepared in accordance with the WATCH Manual and submitted to the City for review and approval one (1) week prior to starting any construction. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Special Conditions - Permit No3719 Page I of 4 SPECIAL CONDITIONS --PERMIT NO.3719 Toll Brothers, Inc. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lane of paved surface shall be maintained at all times. 1 9. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 10. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 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, is achieved. Backfill shall be performed by mechanical means; no 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 backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at an appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. Special Conditions - Permit No3719 Page 2 of 4 SPECIAL CONDITIONS --PERMIT NO.3719 Toll Brothers, Inc. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill (in the same length .of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 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. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 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. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. Special Conditions - Permit No3719 Page 3 of 4 SPECIAL CONDITIONS --PERMIT NO.3719 Toll Brothers, Inc. 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 %" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: For longitudinal trenches located in aparking lane: two (3) feet outside the sawcut removal lines. For longitudinal trenches located in a traffic lane: two (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving 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 or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. 16. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. 17. 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. 18. The City of La Quinta reserves the right to revoke, suspend or void this permit atiany time. 19. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay costs, costs or expenses in law or equity that may arise out of work under this permit. 20. This permit allows for the construction of various improvements as specified in the approved plans for Tract No. 30357 located in the City of La Quinta. (see project plans)